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CC-0416-2022 Office Use Only 1 ADDITION/ALTERATION PERMIT Permit#: -' 0�ft\\o ' 22- APPLICATION Permit Fee:$ Town of Queensbwy 742 Bay Road,Queensbury,NY 12804 Invoice#: P:S18-761-82S6 www.gueensburV.net Flood Zone? Y Reviewed By: I / Project Location: 24 Native Drive Tax Map ID#: 308.20-1-9.2 Subdivision Name: PROJECT INFORMATION: TYPE: Residential X Commercial, Proposed Use: Warehousing _Single-Family —Two-Family _Multi-Family(#of units ) —Townhouse _Business Office _Retail X Industrial/Warehouse _Garage (#of cars_) _Other(describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 12600 1st floor: 6600 2"d floor: 2"d floor: 3rd floor: 3rd floor: Basement (habitable space): Basement (habitable space): Total sq ft:12600 Total sq ft: 6600 Scope of work to be done: Pre-engineered building storage addition 60'x210' �7 � E E0 E JUL 0 5 2022 TOWN OF Y G&CODES Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 900,000 2. Source of Heat (circle one): X Gas Oil _Propane _Solar_Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? _YES X NO Explain: 4. Are there any easements on the property? YES X NO SITE INFORMATION: • Is this a corner lot? _YES X NO • Will the grade be changed as a result of the construction? _YES X NO • What is the water source? X PUBLIC _PRIVATE WELL • What type of wastewater system is on the parcel? X SEWER _PRIVATE SEPTIC DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Tim Barber SIGNATURE: DATE: 6/13/22 Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): JAG I, LLC Mailing Address, C/S/Z: 8 Blue Lupine Lane, Wilton NY 12831 Cell Phone: ( Land Line: ( 518 ) 812-0808 Email: tim -jaggroupllc com Prima!3f Owner(s): Name(s): Native Development Associates Mailing Address, C/S/Z: 6 Enterprise Ave. Clifton Park NY 12065 Cell Phone: 518 ) 361-1254 Land Line: Email: tim -jaggroupllc com ❑ Check if all work will be performed by property owner only Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): JAG I LLC Contractor Trade: General contractor Mailing Address, C/S/Z: 8 Blue Lupine Lane, Wilton NY 12831 Cell Phone: ( Land Line: 518 ) 812-0808 Email: tim@jaggroupllc.com "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Eneineer(s): Business Name: Rucinski Hall Architecture/ MRH engineering P.C. Contact Name(s): Ethan Hall / Michael Hutsenpiler P.E. Mailing Address, C/S/Z: Dix Avenue, Glens Falls / Bayberry Drive, Queensbury NY 12804 Cell Phone: Land Line: 5( 18 ) 741-0268/792-4042 Email: Contact Person for Compliance in regards to this project: Tim Barber Cell Phone: ( 518 ) 361-1254 Land Line: 518 ) 812-0808 X-8 Email: tim@iaggroupllc.com Addition/Alteration Application Revised January 2021 F COMcheck Software 'version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 24 Native Drive Location: Glens Fails, New York �Ev� p Climate Zone: 6a Project Type: Addition ENERVlO Construction Site: Owner/Agent: Designer/Contractor: Building Area Floor Area Y 1-Warehouse:Nonresidential 19200 F1. �� Envelope Assemblies (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope TBD: All building area types must.be assigned to at least one envelope assembly Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 1 of 8 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 24 Native Drive Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed (ft2) Watts/ft2 Watts 1-Warehouse Storage:Smaller, Hand-Carried Items 19200 0.69 13248 Total Allowed Watts= 13248 Proposed Interior Lighting Power A B C D E Fixture ID : Description /Lamp/Wattage Per Lamp/Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-Warehouse Storage:SmaHer. Hand-Carried Items LED:linear High Bay:Other: 1 39 172 6708 Total Proposed Watts= 6708 nterior Lighting PASSES* Design 49%better than code Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMchec(Web_and to comply with any applicable mandatory requirements listed in the Inspection Checklist. y,-, �2 Name-Title Signature Date Project Title: 24 Native Drive Report date: 07/1522 Data filename: Page 2 of 8 ` COMcheck Software Version COMchecicWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 24 Native Drive Project Type: Addition Exterior Lighting Zone 2 (Neighborhood business district(LZ2)) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Loading dock 6000 ft2 0.35 Yes 2100 Total Tradable Watts(a)= 2420 Total Allowed Watts= 2420 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Loading dock(6000 ft2):Tradable Wattage LED:Direct Cutoff LED Walipack:Other: 1 7 120 840 Parking area (8000 ft2):Tradable Wattage Total Tradable Proposed Watts= 840 txteri-or Lighting PASSES: D- ..- Eicterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented In this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWe and to comply with any applicable mandatory requirements listed in the Inspection Checklist. u; Name-Title Signature z=,-,':. Date Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 3 of 8 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 24 Native Drive Location: Glens Falls, New York Climate Zone. 6a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: Mechanical Systems List Quantity System Type& Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Name-Title Signature Date Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 4 of 8 COMcheck Software Version C®McheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # . Plan Review Complies? Comments/Assumptions &Req.iD C103.2 ;Plans,specifications,and/or '❑Complies [PR4]1 calculations provide all information '❑Does Not with which compliance can be :determined for the interior lighting ❑Not Observable %and electrical systems and equipment ❑Not Applicable and document where exceptions to :the standard are claimed. Information ;provided should include interior ;lighting power calculations,wattage of bulbs and ballasts,transformers and ;control devices. C103.2 Plans,specifications,and/or ;❑Complies [PR8]1 calculations provide all information ❑Does Not :with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment :❑Not Applicable and document where exceptions to `the standard are claimed.Information ;provided should include exterior lighting power calculations,wattage of 'bulbs and ballasts,transformers and control devices. C406 Plans,specifications,and/or '❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be ;❑Nat Observable determined for the additional energy efficiency package options. .❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 5 of 8 Section # Rough-In Electrical-Inspection Complies? Comments/Assumptions &Req.ID C405.2.2. ;Spaces required to have light- '❑Complies 2 -reduction controls have a manual `❑Does Not [EL22]1 ;control that allows the occupant to ;reduce the connected lighting load in '❑Not Observable; a reasonably uniform illumination ❑Not Applicable .pattern>=50 percent. C405.2.1, ;Occupancy sensors installed in ❑Complies C405.2.1. classrooms/lecture/training rooms, ;❑Does Not 1 ;conference/meeting/multipurpose ; (EL18]1 ;rooms,copy/print rooms, :❑Not Observable lounges/breakrooms,enclosed offices, :❑Not Applicable open plan office areas,restrooms, -storage rooms,locker rooms, warehouse storage areas, and other spaces<=300 sqft that are enclosed by floor-to-ceiling height partitions. ;Reference section language C405.2.1.2 for control function in (warehouses and section C405.2.1.3 ;for open plan office spaces. C405.2.1. 'Occupancy sensors control function in ;❑Complies 2 -warehouses:In warehouses,the []Does Not [EL1911 ;lighting in aisleways and open areas is controlled with occupant sensors that •❑Not Observable .automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway .independently and do not control 'lighting beyond the aisleway being .controlled by the sensor. C405.2.1, :Occupant sensor control function in ❑Complies 3 open plan office areas:Occupant :❑Does Not [EL20]1 sensor controls in open office spaces ;❑Not Observable >=300 sq.ft.have controls 1) ❑Not Applicable configured so that general lighting can• pp be controlled separately in control ;zones with floor areas<=600 sq.ft. within the space,2)automatically turn ;off general lighting in all control zones within 20 minutes after all occupants 1 have left the space,3)are configured ,so that general lighting power in each control zone is reduced by>=80%of ;the full zone general lighting power Wthin 20 minutes of all occupants leaving that control zone,and 4)are ;configured such that any daylight responsive control will activate space ;general lighting or control zone :general lighting only when occupancy for the same area is detected. C405.2.2, •Each area not served by occupancy ;❑Complies C405.2.2. sensors(per C405.2.1)have time- ;❑Does Not 1, switch controls and functions detailed ; C405.2.2. .in sections C405.2.2.1 and C405.2.2.2.;[]Not Observable 2 '❑Not Applicable [EL21]z 1 I High Impact(Tier 1) 12 I.Mediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 6 of 8 Section # Rough-in Electrical inspection Compiles? Comments/Assumptions &Req.ID C405.2.3, Daylight zones provided with ;❑Complies ; C405.2.3. individual controls that control the UDoes Not Ineendent of general aea C405.2.3. lighti g aSee code section C405r2 3 '[]Not Observable 2 Daylight-responsive controls for t❑Not Applicable ; (EL23]2 applicable spaces,C405.2.3.1 Daylight; :responsive control function and ;section C405.2.3.2 Sidellt zone. C405.2.4 ;Separate lighting control devices for .❑Complies (EL26]1 :specific uses Installed per approved ;❑Does Not ;lighting plans. ;❑Not Observable ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ; [EL27]1 :allowed for special functions per the ;❑Does Not ;approved lighting plans and is '❑Not Observable ;automatically controlled and ;separated from general lighting. !❑Not Applicable C405.2.5 ;Manual controls required by the ❑Complies [EL28]"°° ;energy code are in a location with Does Not ;ready access to occupants and ; located where the controlled lights are'[]Not Observable; visible,or identify the area served and:❑Not Applicable their status. C405.2.6 ;Automatic lighting controls for exterior:❑Complies [EL301"°0 :lighting installed.Controls will be '❑Does Not daylight controlled,set based on :business operation time-of-day,or `❑Not Observable reduce connected lighting>30%. iElNot Applicable , C405.3 'Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 :face. i❑Does Not ❑Not Observable ❑Not Applicable C405.6 ;Low-voltage dry-type distribution ;❑Complies (EL26]2 electric transformers meet the :❑Does Not :minimum efficiency requirements of +❑Not Observable: :Table C405.6. ;❑Not Applicable C405.7 :Electric motors meet the minimum .;[]Complies [EL2712 lefficiency requirements of Tables :❑Does Not C405.7(1)through C405.7(4). ❑Not Observable Efficiency verified through certification :❑Not Applicable under an approved certification PP .program or the equipment efficiency ratings shall be provided by motor ;manufacturer(where certification ;programs do not exist). C405.8.2, ;Escalators and moving walks comply ;❑Complies C405.8.2. with ASME A17.1/CSA B44 and have ;❑Does Not 1 automatic controls configured to [EL28]2 'reduce speed to the minimum ioNot Observable permitted speed in accordance with ;❑Not Applicable ; ASME A17.1/CSA B44 or applicable 'local code when not conveying passengers. C405.9 'Total voltage drop across the ;❑Complies [EL2912 'combination of feeders and branch :❑Does Not circuits<=5%. ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 7 of 8 Section # Final.Inspection Complies? Comments/Assumptions &Re .ID C303.3, 1Furnished O&M instructions for Jocomplies C408.2.5. systems and equipment to the ❑Does Not 2 !building owner or designated '❑Not Observable! [FI17]3 ;representative. :❑Not Applicable ; C405.4.1 Interior installed lamp and fixture '❑Complies Seethe Interior Lighting fixture schedule for values. [FI18]1 ?lighting power is consistent with what :;❑Does Not ;is shown on the approved lighting ; plans,demonstrating proposed watts []Not Observable are less than or equal to allowed `❑Not Applicable watts. C405.5.1 ;Exterior lighting power is consistent :❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ;❑Does Not ;lighting plans,demonstrating ; proposed watts are less than or equal ;❑Not Observable: to allowed watts. :❑Not Applicable C408.1.1 Building operations and maintenance .❑Complies [F[57]1 'documents will be provided to the :❑Does Not owner.Documents will cover ;❑Not Observable ;manufacturers'information, ;specifications, programming i❑Not Applicable procedures and means of illustrating 'to owner how building,equipment and ;systems are intended to be installed, ;maintained,and operated. C408.2.5. :Furnished as-built drawings for ;❑Complies 1 selectric power systems within 90 days '❑Does Not [FI16]3 -,of system acceptance. ❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to ,❑Complies [FI33]1 'ensure proper calibration,adjustment,:❑Does Not programming,and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 24 Native Drive Report date: 07/15/22 Data filename: Page 8 of 8 COMcheclk Software Version 4.1.5.3 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Native Southwest Addition Location: Glens Falls,New York ?nw Climate Zone: 6a Project Type: Addition Vertical Glazing/Wail Area: 5% Construction Site: F f L,f ie6-g�PY Designer/Contractor: 24 native Road Queensbury, NY 12804 Building Area Floor Area 1-Warehouse:Nonresidential 12600 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Other Metal Building Roof,[Bldg.Use 1-Warehouse](b) 12600 — — 0.031 0.031 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1- 270 — 10.0 0.480 0.540 Warehouse](c) SOUTH Exterior Wall 2:Metal Building Wall,Single Layer Mineral Fiber 1575 0.0 19.0 0.050 0.052 (compressed at girt),[Bldg.Use 1-Warehouse] Door 2:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1- 72 — — 0.210 0.310 Warehouse] Door 3:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1- 72 — — 0.210 0.310 Warehouse] WEST Exterior Wall 1:Metal Building Wall,Single Layer Mineral Fiber 5250 0.0 19.0 0.050 0.052 (compressed at girt),[Bldg.Use 1-Warehouse] Door 1:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1- 168 — -- 0.210 0.310 Warehouse] Door4:Insulated Metal,Swinging,[Bldg.Use 1-Warehouse] 21 — -- 0.140 0.370 (a)Budget U factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:1UserslLarry\Documents\COMchecklnative sw addition.cck Page 1 of 10 Envelope PASSES: Designbefter than code Envelope Compliance Statement Compliance Statement., The proposed envelope design represented in this document Is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 nd to comply with any applicable mandatory requirements listed in the Inspection Checklist. 4X Name-Title Signatu _*^;C.,�1 .,;, Date Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\UserslLarry\Documents\COMcheck\native sw addition.cck Page 2 of 10 COMcheck Software Version 4.1.5.3 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section 1. # Plan Review Complies? Comments/Assumptions &Req.ID C103.2 Plans and/or specifications provide all '❑Complies [PRlll information with which compliance :❑Does Not can be determined for the building •envelope and document where ❑Not Observable exceptions to the standard are :❑Not Applicable ; ;claimed. C402.4.1 ;The vertical fenestration area<=30 .❑Complies [PR10]l :percent of the gross above-grade wall ;❑Does Not ;area. ;[]Not Observable :❑Not Applicable C402.4.1 .The skylight area <=3 percent of the '❑Complies [PR1111 gross roof area, :❑Does Not ❑Not Observable ❑Not Applicable C406 !Plans,specifications,and/or ❑Complies [PR9]1 calculations provide all information ;❑Does Not ;with which compliance can be I []Not Observable 'determined for the additional energy 'efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 1High Impact(Tier 1) 2 (Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Larry\Documents\COMcheck\native sw addition.cck Page 3 of 10 section- # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Slab edge insulation Installed per ;❑Complies [FO4]2 manufacturer's instructions. ❑Does Not ;❑Not Observable ;[]Not Applicable C303.2.1 ;Exterior insulation protected against EComplies [FO611 !damage,sunlight, moisture,wind, ;❑Does Not landscaping and equipment maintenance activities. ;❑Not Observable i❑Not Applicable ; C105 Installed slab-on-grade insulation type ;❑Complies ;see the Envelope Assemblies table for values. (FO3]2 and R-value consistent with insulation ❑Does Not specifications reported in plans and ; COMcheck reports. ,❑Not Observable: ;❑Not Applicable C402.2.4 .Slab edge insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values. [FO7]2 Slab insulation extending away from ;❑Does Not ! building is covered by pavement or >= 10 inches of soil. :❑Not Observable 1 ❑Not Applicable ; C402.2.6 :Radiant heating systems panels ;❑Complies ;See the Envelope Assemblies table for values. [FO12]3 :insulated to>=R-3.5 on face opposite !❑Does Not space being heated. ❑Not Observable: ;❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 1.2 Medium Impact(Tier 2) 13 1 Low Impact(Ter 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Larry\Documents\COMcheck\native sw addition.cck Page 4 of 10 Section # Framing/Rough-in inspection Complies? Comments/Assumptions &Req.ID C303.1.3 .Fenestration products rated In !❑complies [FR12]2 ;accordance with NFRC. ;❑Does Not ❑Not Observable :❑Not Applicable C303.1.3 ;Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates :❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 :Vertical fenestration SHGC value. ;❑Complies !See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, ;:Vertical fenestration U-Factor. '❑Complies ;See the Envelope Assemblies table for values. C402.4.3. 1 ilboes Not 4 ; Not Observable; [FR8]1 ❑ ❑Not Applicable ; C402.4.4 'U-factor of opaque doors associated :❑Complies ;See the Envelope Assemblies table for values. (FRI4]2 'with the building thermal envelope ❑Does Not ;meets requirements. ❑Not Observable: ❑Not Applicable C402.5.1 The building envelope contains a :❑Complies [FR16]1 !continuous air barrier that is sealed in '❑Does Not an approved manner and either []Not Observable ;constructed or tested in an approved manner.Air barrier penetrations are ❑Not Applicable , ;sealed in an approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies C402.5.4 are labeled as meeting air leakage ;❑Does Not [FRI813 ;requirements. ;❑Not Observable 1❑Not Applicable C402.5.7 ;Vestibules are installed on all building ;❑Complies [FR17]3 entrances.Doors have self-closing ;❑Does Not devices. ;❑Not Observable, :,[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact Crier 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Larry\Documents\COMcheck\native sw addition.cck Page 5 of 10 Section # Mechanical Rough-ln Inspection Complies? Comments/Assumptions &Req.ID C402.5.5, Stair and elevator shaft vents have '❑Complies C403.2.4. :motorized dampers that automatically,❑Does Not 3 ;close.Refernece section C403.7.7 for :❑Not Observable [ME3]3 ;operational details. '❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Lang\Documents\COMcheck\native sw addition.cck Page 6 of 10 Section # Rough-In Electrical inspection Complies? Comments/Assumptions &Req.ID C405.6 Low-voltage dry-type distribution ;❑Complies [EL26]2 'electric transformers meet the ;❑Does Not ;minimum efficiency requirements of ❑Not Observable 'Table C405.6. ❑Not Applicable - C405.7 ;Electric motors meet the minimum ;.[]Complies [EL27]2 ',efficiency requirements of Tables UDoes Not ;C405.7(1)through C405,7(4). ❑Not Observable Efficiency verified through certification under an approved certification ;❑Not Applicable program or the equipment efficiency :ratings shall be provided by motor manufacturer(where certification ;programs do not exist), C405.8.2, Escalators and moving walks comply ;❑Complies C405.8.2. 'with ASME A17.1/CSA B44 and have ;❑Does Not 1 ;automatic controls configured to Not Observable [EL28]2 '.reduce speed to the minimum permitted speed in accordance with !❑Not Applicable ;ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 ;Total voltage drop across the Z Complies [EL29]2 ;combination of feeders and branch ;❑Does Not ;circuits<=5%. ;❑Not Observable; !,[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) �2 Medium Impact(Tier 2) 3.• Low impact(tier 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Lang\Documents\COMcheck\native sw addition.cck Page 7 of 10 Section .# Insulation Inspection Complies? Comments/_Assumptions &Req.ID C303.1 'Roof insulation installed per '❑Complies [IN3]1 :manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed 'only where the roof slope is<=3 in ❑Not Observable 12. ❑Not Applicable C402.2.1 Ansulation installed on a suspended ❑Complies [IN20]1 ceiling having ceiling tiles is not being :❑Does Not ;specified for roor/ceiling assemblies. ❑Not Observable' :Continuous insulation board installed in 2 or more layers with edge joints '❑Not Applicable offset between layers. i C303.1 ;Building envelope insulation is labeled ;❑Complies [IN10]2 with R-value or insulation certificate ;❑Does Not providing R-value and other relevant ' ❑ ;data. : Not Observable; ❑Not Applicable C303.2 ;Above-grade wall insulation installed '❑Complies [IN7]1 :per manufacturer's instructions. ;[]Does Not ;[]Not Observable ❑Not Applicable C303,2.1 Exterior insulation is protected from i❑Complies [1N14]2 damage with a protective material. '❑Does Not Verification for exposed foundation insulation may need to occur during :❑Not Observable Foundation Inspection. ;❑Not Applicable C105 Installed above-grade wall insulation ❑Complies '.See the Envelope Assemblies table for values. [IN6]1 ;type and R-value consistent with '❑Does Not ;insulation specifications reported in plans and COMcheck reports. []Not Observable' ❑Not Applicable C402.2.3 I Installed floor insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN812 value consistent with insulation ElDoes Not ; :specifications reported in plans and ❑Not Observable :COMcheck reports. ❑Not Applicable C402.2.6 :Radiant panels and associated ;❑Complies [IN18I3 components,designed for heat ;❑Does Not ;transfer from the panel surfaces to the; ;occupants or indoor space are ![]Not Observable: !insulated with a minimum of R-3.5. ;❑Not Applicable ; C105 ;Installed roof insulation type and R- '❑Complies :See the Envelope Assemblies tableforvalues. [IN2]1 :value consistent with insulation ;❑Does Not ;specifications reported in plans and ;COMcheck reports.For some ceiling :[]Not Observable !systems,verification may need to :❑Not Applicable :occur during Framing Inspection. C402.5.1. ;All sources of air leakage in the ❑Complies 1 ;building thermal envelope are sealed, ;❑Does Not [IN111 ;caulked,gasketed,weather stripped ❑Not Observable ;or wrapped with moisture vapor- .,permeable wrapping material to ;❑Not Applicable ;minimize air leakage. Additional Comments/Assumptions: 1 �High Impact(tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Ter 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:UUsers\Larry\Documents\COMchecklnative sw addition.cck Page 8 of 10 Section # Final Inspection Complies?, Comments/Assumptions &Req.ID C402.5.6 ;Weatherseals installed on all loading ❑Complies [F[37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides ❑Not Observable of vehicles parked in the doorway. ❑Not Applicable C402.5.6 `Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo door openings and provide;❑Does Not ;direct contact along the top and sides ❑Not Observable of vehicles parked in the doorway. ;❑Not Applicable C402.5.6 :Weatherseals installed on all loading I❑Complies [FI3711 dock cargo door openings and provide ❑Does Not direct contact along the top and sides ;❑Not Observable' of vehicles parked in the doorway. ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies [F[37]1 dock cargo door openings and provide Does Not ; direct contact along the top and sides ; ;of vehicles parked in the doorway. . Not Observable ❑Not Applicable C402.5.8 :Recessed luminaires in thermal ❑Complies [FI2613 envelope to limit infiltration and be IC 1EIDoes Not rated and labeled.Seal between Interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C408.1.1 Building operations and maintenance :❑Complies [FI5711 documents will be provided to the ;[]Does Not ;owner.Documents will cover ;❑Not Observable ;manufacturers'information, ?specifications,programming :❑Not Applicable ;procedures and means of illustrating ;to owner how building,equipment and systems are intended to be installed, ;maintained,and operated. Additional Comments/Assumptions: 1 I High impact{Tier 1) 1 2.1 Medium Impact Mer 2) 3 Low Impact(Tier 3) Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:\Users\Larry\Documents\COMcheck\native sw addition.cck Page 9 of 10 Project Title: Native Southwest Addition Report date: 12/03/21 Data filename: C:1UserslLary\Documents\COMchecktnative sw addition.cck Page 10 of 10 COMcheck Software Version 4.1.5.3 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2007)Standard Project Title: NATIVE Location: Glens Falls,New York Climate Zone: 6a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 24 Native Road Native Tim Barber Queensbury,NY 12804 24 Native Road jag Group LLC Queensbury, NY 12804 8 Blue Lupine bethon@albanymechaical .com Wilton,NY 12831 518-812-0808 Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=800000 kBtulh Proposed Efficiency=100.00%Ec,Required Efficlency: 80.00%Ec Fan System: None Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 90.1(2007)Standard requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. I IUA ) P-u�U., rracr � I'll JxLY 2b2Z Name-Title Signatur r _ Date Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 1 of 8 loinCOMcheck Software Version 4.1.5.3 Inspection checklist Energy Code:.90.1 (2007) Standard Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions &Req.1D 4.2.2, ;Plans,specifications,and/or '❑Complies 6.4.2 !calculations provide all information '❑Does Not [PR2]1 :with which compliance can be ❑Nat Observable determined for the mechanical 'systems and equipment and '❑Not Applicable document where exceptions to the �+ standard are claimed. Load 1 Ny� calculations per acceptable50* �1 b�� — :engineering standards and �� .,•• M handbooks. 1 RCN ' ( 4.2.2, '.Plans,specifications,and/or ❑Complies 7.4.1 lcalculations provide all information ❑Does Not [PR3]1 with which compliance can be determined for the service water '[]Not Observable -heating systems and equipment and ;❑Not Applicable document where exceptions to the 'standard are claimed.Hot water ;system sized per manufacturer' sizing guide. 6.7.2.4 Detailed instructions for HVAC I:LeorY1 (PR5]1 systems commissioning include n Does Not_ :the plans or specifications for pr 'ect Not Observable; =50,000 ft2. .❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact Crier 2) 3 Low impact(Tier 3) Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 2 of 8 ` Section # Footing I Foundation Inspection Complies? Comments/Assumptions &Req.ID 6.4.3.8 ;,Freeze protection and snow/ice ;❑Complies [Fog]3 'melting system sensors for future UDoes Not 'connection to controls. 101\iot observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1`2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 3 of 8 Section Mechanical Rough-in Plans Verified I Field Verified # Inspection Value Value compiles? Comments/Assumptions &Re .ID 6.4.1.4, HVAC equipment efficiency Efficiency: ; Efficiency: ;❑Complies ;See the Mechanical Systems list 6.4.1.5 verified. Non-NAECA HVAC ;❑Does Not ;for values. [MEI]Z equipment labeled as meeting ;❑Not Observable ; '90.1. i❑Not Applicable 6.4.3.4.1 ;Stair and elevator shaft vents ;❑Complies [ME3]3 !have motorized dampers that ;❑Does Not automatically close. ❑Not Observable `❑Not Applicable 6.4.3.4.2, ;,Outdoor air and exhaust systems ; ;❑Complies 6.4.3.4.3, ;have motorized dampers that T]Does Not 6.4.3.4.4 :automatically shut when not in ![:]Not Observable [ME4]3 'use and meet maximum leakage rates.Check gravity dampers ;❑Not Applicable ; !where allowed. ; 6.4.3.4.5 'Ventilation fans>0.75 hp have :❑Compiles [ME5]3 automatic controls to shut off fan ❑Does Not when not required. ❑Not Observable ; j ;❑Nat Applicable 6.4.3.9 ;Demand control ventilation ?❑Complies ; [ME6]3 ;provided for spaces>500 ft2 and ;❑Does Not >40 people/1000 ft2 occupant '[jNot Observable ; density and served by systems ;with air side economizer,auto ;❑Nat Applicable ; modulating outside air damper control,or design airflow>3,000 cfm. ; 6.4.4.1.1 ;Insulation exposed to weather ;❑Complies [ME7]3 !protected from damage. °❑Does Not Insulation outside of the :conditioned space and associated ❑Not Observable :with cooling systems is vapor j ❑Not Applicable retardant. ] 6.4.4.1.2 'HVAC ducts and plenums R- R- !.❑Complies [ME8]2 !insulated. :❑Does Not ![]Not Observable ❑Not Applicable 6.4.4.1.3 HVAC piping insulation thickness. in. in. !❑Complies [ME9]2 ;❑Does Not ! ;❑Not Observable ; ❑Not Applicable 6.4.4.2.1 !Ducts and plenums sealed based '❑Complies [ME10]Z on static pressure and location. ;❑Does Not ❑Not Observable ; []Not Applicable ❑Complies 6.4.4.2.2 .Ductwork operating>3 in.water ' ❑Does Not [ME11]3 column requires air leakage !testing. :❑Not Observable ❑Not Applicable 6.5.2.3 'Dehumidification controls ;❑Complies [ME19]3 ;provided to prevent reheating, ;❑Does Not ;recooling, mixing of hot and cold ;airstreams or concurrent heating ❑Not Observable and cooling of the same :❑Not Applicable i airstream. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NATIVE Report date: 07/18122 Data filename: Untitled.cck Page 4 of 8 Section Mechanical Rou9 h-In Plans Verified I Field Verified I p &.RegJD Inspection Value Value Complies? Tcomments/Assumptions 6.5.4.1 HVAC pumping systems>10 hp ;❑Complies [ME25]3 !designed for variable fluid flow. ;❑Does Not [__]Not Observable I t❑Not Applicable 6.5.6.1 ;Exhaust air energy recovery on ❑Compiles [ME30]1 "systems>=5,000 cfm and 70% t[]Does Not of design supply air. <❑Not Observable '❑Not Applicable 6.5.7.1 :Kitchen hoods>5,000 cfm have V ;❑Complies [ME32]2 'make up air>=50%of exhaust ❑Does Not air volume. i ❑Not Observable '❑Not Applicable 6.5.7.2 ;Fume hoods exhaust systems ;❑Complies [ME33]1 :>=15,000 cfm have VAV hood '❑Does Not ;exhaust and supply systems, ;direct make-up air or heat :❑Not Observable recovery. ❑Not Applicable 6.5.8.1 ;Unenclosed spaces that are i❑Complies [ME34]3 `heated use only radiant heat. []Does Not '❑Not Observable ❑Not Applicable Additional Comments/Assumptions, 1 I High Impact(Tier 1) L 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 5 of 8 Section # Rough-In Electrical inspection Complies?- Comments/Assumptions & Req:1D 10.4.1 Electric motors meet requirements ;[]Complies [EL9]2 where applicable. :[]Does Not ;[]Not Observable: ;[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Ter 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 6 of 8 • Section # Finallnspection Compiles? Comments/Assumptlons & Req.ID I6.4.3.1.1 -Heating and cooling to each zone is ;❑Complies 1,fF12]2 :controlled by a thermostat control. :❑Does Not :❑Not Observable ❑Not Applicable �6.4.3.1.2, .Thermostatic controls have a S°F '❑Complies 6.4.3.2, deadband. ;❑Does Not 6.4.3.3 6,4.3.3.1, ;❑Not Observable 6.4.3.3.2 :❑Not Applicable (F1312 6.4.3.7 :When humidification and ;❑Complies (FI6]3 dehumidification are provided to a ;❑Does Not ;zone,simultaneous operation is prohibited. �❑Not Observable; ❑Not Applicable 6.7.2.1 :Furnished HVAC as-built drawings ;❑Complies [F17]3 submitted within 90 days of system ;❑Does Not acceptance. ❑Not Observable, I❑Not Applicable .6.7.2.2 ;Furnished O&M manuals for HVAC ;❑Complies (FI8]3 iyystems within 90 days of system T❑Does Not ;acceptance. ❑Not Observable; ❑Not Applicable 6.7.2.3 ;An air and/or hydronic system ;❑Complies (F1911 balancing report is provided for HVAC ;❑Does Not :systems serving zones>5,000 ft2 of conditioned area. ❑Not Observable ❑Not Applicable 6.7.2.4 ;HVAC control systems have been i❑Compiles [FI1011 tested to ensure proper operation, ElDoes Not ;calibration and adjustment of controls.I❑Not Observable; :❑Not Applicable 6.4.3.2 ;Temperature controls have setpoint ;❑Complies (FI2011 ;overlap restrictions. :❑Does Not ❑Not Observable !:[]Not Applicable 6.4.3.3.1 ;HVAC systems equipped with at least ,❑Complies (FI2111 lone automatic shutdown control. ;❑Does Not :❑Not Observable ❑Not Applicable 6.4.3.3.2 Setback controls allow automatic ❑Complies [F122]1 'restart and temporary operation as -❑Does Not required for maintenance. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) j 3 Low Impact(Tier 3) Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 7 of 8 Project Title: NATIVE Report date: 07/18/22 Data filename: Untitled.cck Page 8 of 8 �,ydraulic O,v.erview Job Number:001 Report Description:Addition Job - - Job Numbor Ms"Erg or - 001 Brett Swanson Job Name: Ph.. FA% Native Textiles (518)274-1405 (518)274-0294 Add-1 Sloe CadlbeaborY J.—Number 24 Native Road 152814 Add..x AHJ Queensbury,New York 12804 Mdm..3 Job SHo/BWldinp System DerW1y Area efAp bon 0.300gpm/ft2 3000.00ft2 MsM Dem rkdkp SprWdo,Data Hose Sbsams 11.2 K-Factor 30.00 at 7.175 500.00 Co..oPer SpMMer Number Of SpHrlders Cakulated 100.00ft2 36 0 symm Pre.w.D�..m SryompM D..,em 71.715 1135.62 Total D—M Pressure ReuID 1635.62 @ 71.715 +23.722(24.9%) Supplies Check Point Gauges Node Name Flow m Hose Flow(gpm) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) 1 Water Supply 1610.00 500.00 115.000 96.000 -t z Sn�OF NEW rt N In ] ��P T LB fA �' 0- N JUL 0 5 20 2 0 a BUJLDIN� co, D� , CO v �2`sF 0677 5 o a r �Ah'OFESSIONp�' o A A O I rD—r µ Native Textiles FP 4 Main n822 cad Water Supply at Node 1(11_6J10.00,500.0Q 115.000,96 000) - 150 I : N 135 , 1 tatic Pressure 115.000 105 1610.00 @ 96.000 90 C >Z 75 VSystem 52 @ 71.71 1635.62 with hose streams (L 60 45emand cury 30 15 0 111111111111111111 111111111 1IM1111 III I H 11111 Mi= Affl905014001750 2100 2450 2800 3150 3500 Water flow,gpm D�1,©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.18.0 2/28/2022 3:44:57PM Page 1 i 1111Hydraulic S_ummar►Y Job Number:001 Report Description:Addition Job Job Number Design Eng r 001 Brett Swanson Job Name,: Stab C A feafion/U a NaMer Native Textiles 152814 Add-1 AW 24 Native Road Add..2 Job SUUSUOdirp Queensbury,New York 12804 Add..3 Drsvdnp N.— Native Textiles FP 4 Main 022822.cad System Remote Area(s_) Most Damsitllnp SpdnHer Data Oceupanry Job 1I 11.2 K-Factor 30.00 at 7.175 Spec.Warehouse Hoed Ane.—Al Sotsw _ Donelq A—&App6ration 500.00 0.300gpm/ft2 3000.0oft2 Additional Hasa Supplisa Numbor0fSpinldaa CdWded Number0lN—les CalWated Cosere2e Perspdnids, Node Flow m 36 0 100.00ft2 ANaPoak ResuEa:Pressae For Remote Area(s)Adlamd To Most Remote,Area Total How Streams 500.00 Sysbm Flow Demand Tdd VAbr R.qubed(heladbtp How Aft scs) 1135.62 1635.62 Maximum Pranae UMal.no.In Imps 0.000 Maximum Weeby Abovo Ground 25.56 between nodes 3 and 4 Masse-V.bay under Greed 11.76 between nodes 1 and 2 Vdume eapaoMy of wet Pi— Velume vpetlty of Dry Pipes 1265.81gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name g m (psi) (psi) @ g m (psi) @ (g m) (psi) (psi) 1 Water Supply 500.00 115.000 96.000 1610.00 95.437 1635.62 71.715 23.722 COfltraCtOr•-?'cn �� ,., ,�,,.• s „y t "r, 7., - - " ao:':gz't; e-r'_' - 'y..`A .sr, .tat x• >1. �..w..z'i.; Codraetur Number Gala d Name Contact Title 1 Brett Swanson Nam.of Carte : pbore Eatembn Albany Fire Protection (518)274-1405 Md..1 FAX 1853 Avenue B/PO Box 429 (518)274-0294 Address2 E-11 Watervliet,New York 12189 brett@albanyfire.cwm Add...3 WslI albanyfire.com / ©M.E.P.CAD,Inc. iffi AutoSPRINK 2020 v16.3.18.0 2/28/2022 3:44:59PM Page 2 pHydraulic Graph : Job Number:001 Report Description:Addition Water Supply at Node °I 150 135 120 Static Pressure 115.000 105 1610.00 @ 96.000 90 a m 75 'a [135,62 @ 71.715 N --_ 7— m 1635.62 with hose streams a 60 45 System demand curve 30 15 0 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow,gpm Hydmuro Graph Water Supply at Node 1 SW.:Presatse 115.000 Re.W.t Pressure 96.000 @ 1610.00 A.ftWe Presuae et system-- 95.437 @ 1635.62 Regwetl Pressure et SYctem DemM 71.715 @ 1135.62 RePWstl Resaue al Systan DemaM(IrcNqug Hose Moxaroe at Sourm� 71.715 @ 1635.62 �QS ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.18.0 2/28/2022 3:45:01PM Page 3 t �� Node Al1alYSIS Job Number:001 Re ort ascription:Addition Node Elevation Foot Fittings Pressure si Dischar e m 1 -0'-0" S 71.715 1135.62 101 27'-3" S r-8.764 8.764 33.16 102 26'-11" S r-7.841 7.841 31.36 103 27'-3" S r-8.479 8.479 32.61 104 26'-7" S r-7.694 7.694 31.07 105 26'-11" S r-7.585 7.585 30.85 106 27'-3" S r-8.291 8.291 32.25 107 26'-3" S r-7.838 7.838 31.36 108 26'-7" S r-7.444 7.444 30.56 109 27'-3" S r-8.237 8.237 32.14 110 26'-11" S r-7.416 7.416 30.50 111 25'-11" S r-8.286 8.286 32.24 112 26'-3" S r-7.589 7.589 30.85 113 26'-11" S r-7.367 7.367 30.40 114 26'-7" S r-7.280 7.280 30.22 115 27'-3" S r-8.185 8.185 32.04 116 25'-7" S r-9.546 9.546 34.60 117 26'-7" S r-7.232 7.232 30.12 118 26-11" S r-8.026 8.026 31.73 119 26'-3" S r-7.425 7.425 30.52 120 26-11" S r-7.321 7.321 30.30 121 27'-3" S r-8.170 8.170 32.01 122 26'-3" S r-7.377 7.377 30.42 123 25'-7" S r-9.250 9.250 34.06 124 26'-7" S r-7.18 7.187 30.03 125 25'-11" S r-7.855 7.855 31.39 126 26'-11" S r-7.308 7.308 30.28 127 25'-11" S r-7.805 7.805 31.29 128 26'-3" S r-7.332 7.332 30.33 129 25'-7" S r-9.055 9.055 33.70 130 26'-7" S r-7.175 7.175 30.00 131 25'-7" S r-8.999 8.999 33.60 132 25'-11" S r-7.758 7.758 31.19 133 26'-3" S r-7.319 7.319 30.30 134 25'-7" S r-8.945 8.945 33.50 135 25'-11" S r-7.745 7.745 31.17 136 25'-7" S r-8.930 8.930 33.47 2 1'-5" 68.153 3 23'-5" 47.794 4 23'-5" PO 9'-10'/." 43.977 5 23'-5" PO 9'-10'/4" 41.754 6 23'-5" PO 9'-10'/." 39.757 7 23'-5" PO 9'-10'/." 38.855 8 23'-5" PO 9'-10'/." 37.224 9 23'-5" PO 9'-10%" 35.742 10 23'-5" PO 9'-10%" 35.063 11 23'-5" PO 9'-10%" 33.818 12 23'-5" PO 9'-10%" 32.668 13 23'-5" PO 9'-10%" 32.132 14 23'-5" PO 9'-10%" 31.132 15 23'-5" PO 9'-10%" 30.191 16 23'-5" PO 9'-10%" 29.745 17 23'-5" PO 9'-10'/4" 28.895 18 23'-5" PO 9'-10%" 28.080 19 23'-5" PO 9'-10'/4" 27.687 20 23'-5" PO 9'-10'/4" 26.925 21 23'-5" PO 9'-10'/4" 26.182 22 23'-5" PO 9'-109/." 31.214 23 23'-5" PO 9'-10'/." 31.201 24 23'-5" PO 9'-10'/4" 25.817 25 23'-5" PO 9'-10'/." 31.158 26 23'-5" PO 9'-10'/4.. 31.116 [� ©M.E.P.CAD,Inc. !!jj AutoSPRINK 2020 V16.3.18.0 2/28/2022 3:45:02PM Page 4 NdM411a�Ysls Job Number.001 l] Report ascription:Addition Node Elevation Foot Fittings Pressure si Dischar e m 27 23'-5" PO 9'-103/." 30.985 28 23'-5" PO 9'-10'/4" 30.802 29 23'-5" PO(9'-103/4") 25.101 30 23'-5" PO 9'-103/." 30.685 31 23'-5" PO 9'-10'/." 30.397 32 23'-5" PO 9'-10'/." 30.057 33 23'-5" PO 9'-10'/4" 24.394 34 23'-5" PO 9'-103/." 29.864 35 23'-5" PO 9'-103/4" 24.043 36 23'-5" PO 9'-103/4" 29.431 37 23'-5" PO 9'-103/4" 28.956 38 23'-5" PO 9'-103/." 28.700 39 23'-5" PO 9'-103/." 23.347 40 23'-5" PO 9'-103/4" 28.155 41 23'-5" PO 9'-103/i' 22.654 42 23'-5" PO 9'-103/4" 27.581 43 23'-5" PO 9'-103/4" 22.308 44 23'-5" PO 9'-103/+ 27.281 45 23'-5" PO 9'-103/4' 26.661 46 23'-5" PO 9'-103/." 21.618 47 23'-5" PO 9'-10'/4" 26.022 48 23'-5" PO 9'-10'/4" 25.696 49 23'-5" PO 9'-10%" 20.928 50 23'-5" PO 9'-10'/." 25.033 51 23'-5" PO 9'-10'/: 20.583 52 23'-5" PO 9'-10'/4 24.360 53 23'-5" PO 9'-103/. 19.894 54 23'-5" PO 9'-103/4 24.021 55 23'-5" PO 9'-10'/." 23.337 56 23'-5" PO 9'-10'/4" 19.206 57 23'-5" PO 9'-10%4" 18.863 58 23'-5" PO 9'-10'/4" 22.651 59 23'-5" PO 9'-103/." 22.307 60 23'-5" PO 9'-103/4" 18.179 61 23'-5" PO 9'-10'/." 21.618 62 23'-5" PO 9'-103/4" 17.501 63 23'-5" PO 9'-103/1 20.928 64 23'-5" PO 9'-103/4' 17.165 65 23'-5" PO 9'-10'/.' 20.583 66 23'-5" PO 9'-10'/4" 19.893 67 23'-5" PO 9'-103/4" 16.689 68 23'-5" PO 9'-10'/i 19.201 69 23'-5" PO 9'-10%" 16.376 70 23'-5" PO 9'-10'/4" 18.855 71 23'-5" PO 9'-103/." 16.284 72 23'-5" PO 9'-103/." 18.159 73 23'-5" PO 9'-10'/." 16.198 74 23'-5" PO 9'-10'/4" 17.458 75 23'-5" PO 9'-103/4" 17.104 76 23'-5" PO 9'-10%44" 16.174 77 23'-5" PO 9'-10%" 16.603 78 23'-5" PO 9'-103/4" 16.274 79 23'-5" PO 9'-10%" 16.178 8o 23'-5" PO 9'-10'/4" 16.087 [/� ©M.E.P.CAD,Inc. S AutoSPRINK 2020 v16.3.18.0 2/28/2022 3:45:02PM Page 5 N 0 1 Hydraulic Analysis .Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ®•••••Route 1• BL ••1.6820 30.05 4.34 120 0.027733 10,-0" Pf 0.277 130 26W" 30.00 11.2 7.175 Sprinkler Pe -0.145 126 26'-11" 7.308 10'-0" Pv BL 1.6820 60.33 8.71 120 0.100664 10'-0" Pf 1.007 126 26'-11" 30.28 11.2 7.308 Sprinkler Pe -0.145 121 27'-3" 8.170 10'-0" Pv BL 1.6820 92.34 13.33 120 0.221254 8'-101/s' Pf 6.342 121 27'-3" 32.01 11.2 8.170 Sprinkler, 19'-9'/2' Pe 1.662 76 23'-5" 16.174 2E(4'-111/z'l PO(9'-10%") 28'-8" Pv FM 4.2600 92.34 2.08 120 0.002396 10'-0" Pf. 0.024 76 23'-5" 16.174 Pe 73 23'-5" 16.198 10'-0" Pv FM 4.2600 184.76 4.16 120 0.008643 10'-0" Pf 0.086 73 23'-5" 92.42 16.198 Flow(q)from Route 2 Pe 71 23'-5" 16.284 10'-0" Pv FM 4.2600 277.46 6.25 120 0.018338 5'-0" Pf 0.092 71 23'-5" 92.69 16.284 Flow(q)from Route 3 Pe 69 23'-5" 16.376 5'-0" Pv FM 4.2600 370.44 8.34 120 0.031300 10'-0" Pf 0.313 69 23'-5" 92.98 16.376 Flow(q)from Route 4 Pe 67 23'-5" 16.689 10'-0" Pv FM 4.2600 464.39 10.45 120 0.047552 10'-0" Pf 0.476 67 23'-5" 93.96 16.689 Flow(q)from Route 13 Pe 64 23'-5" 17.165 10'-0" Pv FM 4.2600 559.82 12.60 120 0.067191 5'-0" Pf 0.336 64 23'-5" 95.42 17.165 Flow(q)from Route 15 Pe 62 23'-5" 17.501 5'-0" Pv FM 4.2600 562.89 12.67 120 0.067875 10,-0" Pf 0.679 62 23'-5" 3.07 17.501 Flow(q)from Route 6 Pe 60 23'-5" 18.179 10,-0" Pv FM 4.2600 564.97 12.72 120 0.068339 10'-0" Pf 0.683 60 23'-5" 2.08 18.179 Flow(q)from Route 18 Pe 57 23'-5" 18.863 10'-0" Pv FM 4.2600 566.21 12.75 120 0.068617 5'-0" Pf 0.343 Pe 57 23'-5" 1.24 18.863 Flow(q)from Route 45 . 56 23'-5" 19.206 5'-0" Pv FM 4.2600 567.11 12.77 120 0.068819 10'-0" Pf 0.688 56 23'-5" 0.90 19.206 Flow(q)from Route 31 Pe 53 23'-5" 19,894 10'-0" Pv FM 4.2600 567.57 12.78 120 0.068923 10'-0" Pf 0.689 53 23'-5" 0.46 19.894 Flow(q)from Route 32 Pe 51 23'-5" 20.583 10'-0" Pv FM 4,2600 567.75 12.78 120 0.068963 5'-0" Pf 0.345 51 23'-5" 0.18 20.583 Flow(q)from Route 27 Pe 49 23'-5" 20.928 5'-0" Pv FM 4.2600 567.86 12.78 120 0.068987 10'-0" Pf 0.690 49 23'-5" 0.11 20.928 Flow(q)from Route 48 Pe 46 23'-5" 21.618 10'-0" Pv FM 4.2600 568.06 12.79 120 0.069034 1 V-0" Pf 0.690 46 23'-5" 0.21 21.618 Flow(q)from Route 53 Pe 43 23'-5" 22.308 10'-0" Pv FM 4.2600 568.55 12.80 120 0.069143 5'-0" Pf 0.346 43 23'-5" 0.49 22.308 Flow(q)from Route 40 Pe 41 23'-5" 22.654 5'-0" Pv FM 4.2600 569.29 12.81 120 0.069310 10'-0" Pf 0.693 41 23'-5" 0.74 22.654 Flow(q)from Route 41 Pe 39 23'-5" 23.347 10'-0" Pv FM 4.2600 570.67 12.85 120 0.069620 10'-0" Pf 0.696 39 23'-5" 1.38 23.347 Flow(q)from Route 25 Pe 35 23'-5" 24.043 10'-0" Pv FM 4.2600 572.84 12.89 120 0.070111 5'-0" Pf 0.351 Pe 35 23'-5" 2.17 24.043 Flow(q)from Route 26 33 23'-5" 24.394 5'-0" Pv FM 4.2600 575.54 12.96 120 0.070724 10'-0" Pf 0.707 33 23'-5" 2.70 24.394 Flow(q)from Route 30 Pe 29 23'-5" 25.101 10'-0" Pv ©M.E.P.CAD,Inc. Ljd AutoSPRINK 2020 06.3.18.0 2/28/2022 3:45:04PM Page 6 I II I Hydraulic:Analysis.. Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length FM 4.2600 579.49 13.04 120 0.071626 10'-0" Pf 0.716 29 23'-5" 3.96 25.101 Flow(q)from Route 43 Pe 24 23'-5" 25.817 10'-0" Pv FM 4,2600 584.87 13.17 120 0.072860 5'-0" Pf 0.364 24 23'-5" 5.38 25.817 Flow(q)from Route 44 Pe 21 23'-5" 26.182 5'-0" Pv FM 4.2600 591.11 13.31 120 0.074305 10'-0" Pf 0.743 21 23'-5" 6.24 26.182 Flow(q)from Route 47 Pe 20 23'-5" 26.925 10'-0" Pv FM 4.2600 599.31 13.49 120 0.076224 10'-0" Pf 0.762 20 23'-5" 8.20 26.925 Flow(q)from Route 23 Pe 19 23'-5" 27.687 10'-0" Pv FM 4.2600 609.66 13.72 120 0.078675 5'-0" Pf 0.393 19 23'-5" 10.34 27.687 Flow(q)from Route 24 Pe 18 23'-5" 28.080 5'-0" Pv FM 4.2600 621.23 13.98 120 0.081460 10'-0" Pf 0.815 18 23'-5" 11.57 28.080 Flow(q)from Route 17 Pe 17 23'-5" 28.895 10'-0" Pv FM 4.2600 635.54 14.31 120 0.084965 10'-0" Pf 0.850 17 23'-5" 14.31 28.895 Flow(q)from Route 51 Pe 16 23'-5" 29.745 10'-0" Pv FM 4.2600 652.77 14.69 120 0.089277 5'-0" Pf 0.446 16 23'-5" 17.24 29.745 Flow(q)from Route 38 Pe 15 23'-5" 30.191 5'-0" Pv FM 4.2600 671.65 15.12 120 0.094111 10'-0" Pf 0.941 15 23'-5" 18.87 30.191 Flow(q)from Route 39 Pe 14 23'-5" 31.132 10'-0" Pv FM 4.2600 694.09 15.62 120 0.100011 10'-0" Pf 1.000 14 23'-5" 22.44 31.132 Flow(q)from Route 49 Pe 13 23'-5" 32.132 10'-0" Pv FM 4.2600 720.31 16.21 120 0.107112 5'-0" Pf 0.536 13 23'-5" 26.22 32.132 Flow(q)from Route 20 Pe 12 23'-5" 32.668 5'-0' Pv FM 4.2600 748.59 16.85 120 0.115023 10'-0" Pf 1.150 12 23'-5" 28.29 32.668 Flow(q)from Route 22 Pe 11 23'-5" 33.818 10'-0" Pv FM 4.2600 781.33 17.59 120 0.124501 10'-0" Pf 1.245 11 23'-5" 32.74 33.818 Flow(q)from Route 21 Pe 10 23'-5" 35.063 10'-0" Pv FM 4.2600 818.74 18.43 120 0.135752 5'-0" Pf 0.679 10 23'-5" 37.41 35.063 Flow(q)from Route 33 Pe 9 23'-5" 35.742 5'-0" Pv FM 4.2600 858.67 19.33 120 0.148253 10'-0" Pf 1.483 9 23'-5" 39.93 35.742 Flow(q)from Route 34 Pe 8 23'-5" 37.224 10'-0" Pv FM 4.2600 903.97 20.35 120 0.163046 10'-0" Pf 1.630 8 23'-5" 45.30 37.224 Flow(q)from Route 35 Pe 7 23'-5" 38.855 10'-0" Pv FM 4.2600 954.86 21.49 120 0.180433 5'-0" Pf 0.902 7 23'-5" 50.89 38.855 Flow(q)from Route 28 Pe 6 23'-5" 39.757 5'-0" Pv FM 4.2600 1008.74 22.71 120 0.199718 10'-0" Pf 1.997 6 23'-5" 53.88 39.757 Flow(q)from Route 29 Pe 5 23'-5" 41.754 10'-0" Pv FM 4.2600 1068.92 24.06 120 0.222320 10'-0" Pf 2.223 5 23'-5" 60.18 41.754 Flow(q)from Route 19 Pe 4 23'-5" 43.977 10'-0" Pv FM 4.2600 1135.62 25.56 120 0.248662 2'-2'/:' Pf 3.816 4 23'-5" 66.70 43.977 Flow(q)from Route 42 13'-2" Pe 3 23'-5" 47.794 E(13'-2") 15'-4'/a" Pv FM 6.3570 1135.62 11.48 120 0.035399 260'-5" Pf 10.821 3 23'-5" 47.794 45'-3%-: Pe 9.538 2 1'-5" 68.153 4LtE(11'-33/<") 305'-8%' Pv UG 6.2800 1135.62 11.76 140 0.028244 38'-1'W Pf 2.946 2 1'-5" 68.153 66'-2%" Pe 0.617 1 4-0" 71.715 3E(22'-O%"),S 104'-3'/i'IPV [�y©M.E.P.CAD,Inc. Jul Auto SPRINK 2020 v16.3.1 B.0 2/28/2022 3:45:04PM Page 7 Hydraulic Analysis Job Number:001 ii D Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 500.00 Hose Allowance At Source 1 1635.62 ®•••••Route 2••••• BL 1.6820 30.07 4.34 120 0.027766 10'-0" Pf 0.276 124 26'-7" 30.03 11.2 7.187 Sprinkler Pe -0.145 120 26'-11" 7.321 10'-0" Pv BL 1.6820 60.38 8.72 120 0.100811 10'-0" Pf 1.009 120 26'-11" 30.30 11.2 7.321 Sprinkler Pe -0.145 115 27'4" 8.185 10'-01,1 Pv BL 1.6820 92.42 13.34 120 0.221589 8'-10'/i' Pf 6.352 115 27'-3" 32.04 11.2 8.185 Sprinkler, 19'-9Yz" Pe 1.662 73 23'-5" 16.198 2E(4'-11%"),PO(9'-10'/4") 28'-8" Pv ®•••••Route 3••••• BL 1.6820 30.15 4.35 120 0.027897 10'-0" Pf 0.279 117 26'-7" 30.12 11.2 7.232 Sprinkler Pe -0.145 113 26'-11" 7.367 10'-0" Pv BL 1.6820 60.55 8.74 120 0.101340 10'-0" Pf 1.014 113 26'-11" 30.40 11.2 7.367 Sprinkler Pe -0.145 109 27'-3" 8.237 10'-0" Pv BL 1.6820 92.69 13.38 120 0.222798 V-10'/d' Pf 6.386 109 27'-3" 32.14 11.2 8.237 Sprinkler, 19'-9'/z' Pe 1.662 71 23'-5" 16.284 2E(4'-11'/z"),PO(9'-103/4") 28'-8"iPv ®•••••Route 4••••• BL 1.6820 30.23 4.36 120 0.028032 10'-0" Pf 0.280 114 26'-7" 30.22 11.2 7.280 Sprinkler Pe -0.145 110 26'-11" 7.416 10'-0" Pv BL 1.6820 60.73 8.77 120 0.101900 10'-0" Pf 1.020 110 26'-11" 30.50 11.2 7.416 Sprinkler Pe -0.145 106 27'-3" 8.291 10'-0" Pv BL 1.6820 92.98 13.43 120 0.224080 V-10'/i' Pf 6.423 106 27'-3" 32.25 11.2 8.291 Sprinkler, 19'-9'/i' Pe 1.662 69 23'-5" 16.376 2E(4'-11%"),PO(9'-10-/4") 28'-8" Pv ®•••••Route 5••••• BL 1.6820 0.05 0.01 120 0.000000 10'-0" Pf 0.000 133 26'-3" 30.30 11.2 7.319 Sprinkler Pe -0.145 130 26'-7" 7.175 10'-O" Pv Gib•••••Route 6••••• BL 1.6820 30.25 4.37 120 0.028063 10'-0" Pf 0.281 133 26'-3" 30.30 11.2 7.319 Sprinkler Pe 0.145 135 25'-11" 7.745 10'-0" Pv BL 1.6820 61.42 8.87 120 0.104038 10'-0" Pf 1.041 135 25'-11" 31.17 11.2 7.745 Sprinkler Pe 0.145 136 25'-7" 8.930 10'-0" Pv BL 1.6820 94.88 13.70 120 0.232644 V-9'/4" Pf 6.192 136 25'-7" 33.47 11.2 8.930 Sprinkler, 19'-9'/i' Pe 0.939 81 23'-5" 16.061 2E(4'-11%"),PO(9'-10'/<") 26'-7%" Pv FM 4.2600 94.88 2.14 120 0.002519 10'-0" Pf 0.025 81 23'-5" 16.061 Pe 80 23'-5" 16.087 10'-0" Pv FM 4.2600 189.85 4.27 120 0.009089 10'-0" Pf 0.091 80 23'-5" 94.97 16.087 Flow(q)from Route 8 Pe 79 23'-5" 16.178 10'4" Pv FM 4.2600 285.13 6.42 120 0.019287 5'-0" Pf 0.096 79 23'-5" 95.28 16.178 Flow(q)from Route 10 Pe 78 23'-5" 16.274 5'-0" Pv FM 4.2600 380.73 8.57 120 0.032929 10'-0" Pf 0.329 78 23'-5" 95.60 16.274 Flow(q)from Route 12 Pe 77 23'-5" 16.603 10'-0" Pv FM 4.2600 477.44 10.75 120 0.050053 10'-0" Pf 0.501 77 23'-5" 96.71 16.603 Flow(q)from Route 14 Pe 75 23'-5" 17.104 10'-0" Pv FM 4.2600 575.80 12.96 120 0.070784 V-0" Pf 0.354 75 23'-5" 98.36 17.104 Flow(q)from Route 16 Pe 74 23'-5" 17.458 5'-0" Pv BL 1.6820 3.07 0.44 120 0.000408 65'-8'/2' Pf 0.043 74 23'-5" 17.458 PO(9'-10%-') 39'-7'/4" Pe 0.000 62 23'-5" 17.501 4E(4'-11'/2"),PO(9'-10'/4") 105'-3'/4" Pv /�{,©M.E.P.CAD,Inc. Jul AutoSPRINK 2020 v16.3.18.0 2/28/2022 3:45:04PM Page 8 1 Hydrablic.Analysis Job Number:001 1 L) Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ®•••••Route 7••••• BL 1.6820 0.05 0.01 120 0.000000 10'-0" Pf 0.0)0 128 26'-3" 30.33 11.2 7.332 Sprinkler Pe -0.145 124 26'-7" 7.187 10'-0" Pv ®•••••Route 8••••• BL 1.6820 30.28 4.37 120 0.028117 10'-0" Pf 0.281 128 26'-3" 30.33 11.2 7.332 Sprinkler Pe 0.145 132 25'-11" 7.758 10'-0" Pv BL 1.6820 61.47 8.88 120 0.104219 10'-0" Pf 1.043 132 25'-11" 31.19 11.2 7.758 Sprinkler Pe 0.145 134 25'-7" 8.945 10'-0" Pv BL 1.6820 94.97 13.71 120 0.233031 V-9'/4" Pf 6.203 134 25'-7" 33.50 11.2 8.945 Sprinkler; 19'-9++/z' Pe 0.939 80 23'-5" 16.087 2E(4'-11++/i'),PO(9'-10%") 26'-7%" Pv ®•••••Route 9••••• BL 1.6820 0.03 0.00 120 0.000000 10'-0" Pf 0.000 122 26'-3" 30.42 11.2 7.377 Sprinkler Pe -0.145 117 26'-7" 7.232 10'-0" Pv ®•••••Route 10••••• BL 1.6820 30.39 4.39 120 0.028311 10'-0" Pf 0.283 122 26'-3" 30.42 11.2 7.377 Sprinkler Pe 0.145 127 25'-11" 7.805 10'-0" Pv BL 1.6820 61.68 8.91 120 0.104870 10'-0" Pf 1.049 127 25'-11" 31.29 11.2 7.805 Sprinkler Pe 0.145 131 25'-7" 8.999 10'-0" Pv BL 1.6820 95.28 13.76 120 0.234430 V-9'/4" Pf 6.240 131 25'-7" 33.60 11.2 8.999 Sprinkler, 19'-9+%" Pe 0.939 79 23'-5" 16.178 2E(4'-11+/2"),PO(9'-10'/:') 26'-7+%" Pv ®•••••Route 11..... BL 1.6820 0.01 0.00 120 0.000000 10,-0" Pf 0.0)0 119 26'-3" 30.52 11.2 7.425 Sprinkler Pe -0.145 114 26'-7" 7.280 10'-0" Pv ®•••••Route 12••••• BL 1.6820 30.51 4.41 120 0.028517 10'-0" Pf 0.285 119 26'-3" 30.52 11.2 7.425 Sprinkler Pe 0.145 125 25'-11" 7.855 10'-0" Pv BL 1.6820 61.90 8.94 120 0.105561 10'-0" Pf 1.056 125 25'-11" 31.39 11.2 7.855 Sprinkler Pe 0.145 129 25'-7" 9.055 10'-0" Pv BL 1.6820 95.60 13.80 120 0.235913 V-93/4" Pf 6.279 129 25'-7" 33.70 11.2 9.055 Sprinkler, 19'-9++/2" Pe 0.939 78 23'-5" 16.274 2E(4'-11+/2"),PO(9'-103/4") 26-7'/2" Pv ®•••••Route 13••••• BL 1.6820 30.50 4.40 120 0.028496 10'-0" Pf 0.285 108 26'-7" 30.56 11.2 7.444 Sprinkler Pe -0.145 105 26'-11" 7.585 10'-0" Pv BL 1.6820 61.34 8.86 120 0.103813 10'-0" Pf 1.039 105 26'-11" 30.85 11.2 7.585 Sprinkler Pe -0.145 103 27'-3" 8.479 10'-0" Pv BL 1.6820 93.96 13.57 120 0.228453 8'-10+/�' Pf 6.549 103 27'-3" 32.61 11.2 8.479 Sprinkler, 19'-9+/2' Pe 1.662 67 23'-5" 16.689 2E(4'-11++/") PO(9'-10%") 28'-8" Pv ®•••••Route 14••••• BL 1.6820 0.06 0.01 120 0.000000 10'-0" Pf 0.000 108 26'-7" 30.56 11.2 7.444 Sprinkler Pe 0.145 112 26'-3" 7.589 10'-0" Pv BL 1.6820 30.91 4.46 120 0.029219 10'-0" Pf 0.292 112 26'-3" 30.85 11.2 7.589 Sprinkler Pe 0.145 118 25'-11" 8.026 10'-0" Pv BL 1.6820 62.64 9.05 120 0.107919 10'-0" Pf 1.080 118 25'-11" 31.73 11.2 8.026 Sprinkler Pe 0.145 123 25'-7" 9.250 10'-0" Pv BL 1.6820 96.71 13.96 120 0.240977 V-93/4" Pf 6.414 123 25'-7" 34.06 11.2 9.250 Sprinkler, 19'-9++/2" Pe 0.939 77 23'-5" 16.603 2E(4'-11+/2'"),PO(9'-10%") 26'-7+/2" Pv QED•••••Route 16..... (A� 0 M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.18.0 2/28/2022 3:45:04PM Page 9 Hydraulic AnalysisLl Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6820 30.90 4.46 120 0.029198 10'-0" Pf 0.292 104 26'-7" 31.07 11.2 7.694 Sprinkler Pe -0.145 102 26'-11" 7.841 10'-0" Pv BL 1.6820 62.26 8.99 120 0.106715 10'-0" Pf 1.068 102 26'-11" 31.36 11.2 7.841 Sprinkler Pe -0.145 101 27'4" 8.764 10'-0" Pv BL 1.6820 95.42 13.78 120 0.235088 8'-10Y2" Pf 6.739 101 27'-3" 33.16 11.2 8.764 Sprinkler, 19'-91/d' Pe 1.662 64 23'-5" 17.165 2E(4'-111/i'),PO(9'-10%") 28'-8" Pv rob•••••Route 16••••• BL 1.6820 0.16 0.02 120 0.000002 10--0" Pf 0.060 104 26'-7" 31.07 11.2 7.694 Sprinkler Pe 0.145 107 26'-3" 7.838 10'-0" Pv BL 1.6820 31.52 4.55 120 0.030288 10'-0" Pf 0.303 107 26'4" 31.36 11.2 7.838 Sprinkler Pe 0.145 111 25'-11" 8.286 10'-0" Pv BL 1.6820 63.76 9.21 120 0.111502 10'-0" Pf 1.116 111 25'-11" 32.24 11.2 8.286 Sprinkler Pe 0.145 116 25'-7" 9.546 10'-0" Pv BL 1.6820 98.36 14.20 120 0.248667 6'-9'/4" Pf 6.619 116 25'-7" 34.60 11.2 9.546 Sprinkler, 19'-91/" Pe 0.939 75 23'-5" 17.104 2E(4'-111/"),PO(9'-10%") 26'-71/" Pv ®•••••Route 17••••• BL 1.6820 11.57 1.67 120 0.004746 65'-81/2" Pf 0.500 42 23'-5" 525.96 27.581 PO(V-10Y."),Flow(q)from 39'-7Yi' Pe 0.000 18 23'-5" 28.080 Route 55 105'-3'/;' Pv 4E(4'-11Yd"),PO(9'-10'/4") ®•••••Route 18••••• FM 4.2600 572.73 12.89 120 0.070087 10'-0" Pf 0.701 74 23'-5" 3.07 17.458 Flow(q)from Route 6 Pe 72 23'-5" 18.159 1 V-0" Pv BL 1.6820 2.08 0.30 120 0.000198 65'-8Yd' Pf 0.021 72 23'-5" 18.159 PO(9'-10'/.") 39'-7%" Pe 0.000 60 23'-5" 18.179 4E(4'-111/2"),PO(9'-10%") 105'-3'/;' Pv ®•••••Route 19••••• BL 1.6820 60.18 8.69 120 0.100212 65'-8Yd' Pf 10.553 23 23'-5" 126.88 31.201 PO(9'-103/4"),Flow(q)from 39'-7%" Pe 0.000 5 23'-5" 41.754 Route 37 105'-3'/4" Pv 4E(4'-111/"),PO(9'-10%") a••.••Route 20••••• BL 1.6820 26.22 3.79 120 0.021541 65'-8Yd' Pf 2.268 34 23'-5" 441.53 29.864 PO(9'-10Y."),Flow(q)from 39'-7Y." Pe 0.000 13 23'-5" 32.132 Route 50 105'-3'/." Pv 4E(4'-11Yd'),PO(9'-10%") ®•••••Route 21..... FM 4.2600 415.31 9.35 120 0.038674 5'-0" Pf 0.193 34 23'-5" 441.53 29.864 Flow(q)from Route 50 Pe 32 23'-5" 30.057 5'-0" Pv FM 4.2600 387.03 8.71 120 0.033943 10'-0" Pf 0.339 32 23'-5" 30.057 Pe 31 23'-5" 30.397 10'-0" Pv BL 1.6820 32.74 4.73 120 0.032489 65'-8Yd' Pf 3.421 31 23'-5" 30.397 PO(9'-10Y4") 39'-7Y4" Pe 0.000 11 23'-5" 33.818 4E(4'-11Yi'),PO(9'-10'/.") 105'-3%" Pv ®•••••Route 22••••• BL 1.6820 28.29 4.08 120 0.024790 65'-8Yz' Pf 2.611 32 23'-5" 30.057 PO(9'-10'/4") 39'-7%" Pe 0.000 12 23'-5" 32.668 4E(4'-11Yd'),PO(9'-10Y4") 105'-3%" Pv ®•••••Route 23••••• BL 1.6820 8.20 1.18 120 0.002509 65'-8Yz' Pf 0.264 45 23'-5" 544.51 26.661 PO(9'-10Y4"),Flow(q)from 39'-7'4 Pe 0.000 20 23'-5" 26.925 Route 54 105'-3Y4"�Pv 4E(4'-11Yz"),PO(9'-10'/4") ®•••••Route 24••••• FM 4.2600 536.31 12.07 120 0.062064 10'-0" Pf 0.621 45 23'-5" 544.51 26.661 Flow(q)from Route 54 Pe 44 23'-5" 27.281 10'-0" Pv ©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.18.0 2/28/2022 3:45:04PM Page 10 Hydraulic Analysis Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq.Length Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Total Length BL 1.6820 10.34 1.49 120 0.003853 65'-8'/�' Pf 0.406 44 23'-5" 27.281 PO(9'-10'/4'') 39'-7'/a" Pe 0.000 19 23'-5" 27.687 4E(4'-111/2"),PO(9'-10'/4") 105'-3'/4<" Pv Gib•••••Route 25••••• BL 1.6820 1.38 0.20 120 0.000092 65'-81/2" Pf 0.010 55 23'-5" 566.33 23.337 PO(9'-10'/4"),Flow(q)from 39'-71/4" Pe 0.000 39 23'-5" 23.347 Route 58 105'-3%" Pv 4E(4'-11'/2"),PO(9'-10'/4") ®•••••Route 26••••• FM 4.2600 564.95 12.72 120 0.068336 10'-0" Pf 0.683 55 23'-5" 566.33 23.337 Flow(q)from Route 58 Pe 54 23'-5" 24.021 10'-0" Pv BL 1.6820 2.17 0.31 120 0.000214 65'-8Ys' Pf 0.023 54 23'-5" 24.021 PO(9'-10'/:') 39'-7'/:' Pe 0.000 35 23'-5" 24.043 4E(4'-111/i'),PO(9'-10'/a") 105'-3'/s" Pv a•••••Route 27••••• BL 1.6820 0.18 0.03 120 0.000002 65'-81/z' Pf 0.000 65 23'-5" 568.05 20.583 PO(9'-10'/4"),Flow(q)from 39'-71/4" Pe 0.000 51 23'-5" 20.583 Route 60 105'-3'/4" Pv 4E(4'-11'/i'),PO(9'-10'/4") ®•••••Route 28••••• BL 1.6820 50.89 7.35 120 0.073484 65'-81/2" Pf 7.739 26 23'-5" 2S1.65 31.116 PO(9'-10'/4"),Flow(q)from 39-71/4" Pe 0.000 7 23'-5" 38.855 Route 36 105'-3'/4" Pv 4E(4'-11'/"),PO(9'-10'/4") ®•••••Route 29••••• FM 4.2600 180.76 4.07 120 0.008300 5'-0" Pf 0.041 26 23'-5" 231.65 31.116 Flow(q)from Route 36 Pe 25 23'-5" 31.158 5'-0" Pv BL 1.6820 53.88 7.78 120 0.081657 65-81/2' Pf 8.599 25 23'-5" 31.158 PO(9'-10%'-) 39'-71/4" Pe 0.000 6 23'-5" 39.757 4E(4'-11%"),PO(9'-10'/4") 105'-3'/4" Pv 'no•••••Route 30••••• FM 4.2600 562.78 12.67 120 0.067852 5'-0" Pf 0.339 54 23'-5" 2.17 24.021 Flow(q)from Route 26 Pe 52 23'-5" 24.360 5'-0" Pv BL 1.6820 2.70 0.39 120 0.000322 65'-B1/z' Pf 0.034 52 23'-5" 24.360 PO(9'-10%'-) 39'-7'/4" Pe 0.000 33 23'-5" 24.394 4E(4'-111/d'),PO(9'-10'/4") 105'-3'/4" Pv ®•••••Route 31••••• BL 1.6820 0.90 0.13 120 0.000042 65'-81/2' Pf 0.004 68 23'-5" 569.41 19.201 PO(9'-10'/4"),Flow(q)from 39'-7'/:' Pe 0.000 56 23'-5" 19.206 Route 46 105'-3'/:' Pv 4E(4'-111/2'),PO(9'-10%") ®•••••Route 32••••• FM 4.2600 568.51 12.80 120 0.059135 10'-0" Pf 0.691 68 23'-5" 569.41 19.201 Flow(q)from Route 46 Pe 66 23'-5" 19.893 10,-0" Pv BL 1.6820 0.46 0.07 120 0.000012 / f 0.0011 66 23'-5" 19.893 PO(9'-10%-') 65'-7'4' Pe 0.000 53 23'-5" 19.894 4E(4'-11%"),PO(9'-10'/41.) 105'-3'/4" Pv ®•••••Route 33••••• BL 1.6820 37.41 5.40 120 0.041575 65'-81/z" Pf 4.378 30 23'-5" 354.29 30.685 PO(9'-103/4"),Flow(q)from 39'-71%" Pe 0.000 10 23'-5" 35.063 Route 56 105'-3'/4" Pv 4E(4'-111/2"),PO(9'-10'/4") ©•••••Route34••••• FM 4.2600 316.88 7.13 120 0.023447 5'-0" Pf 0.117 30 23'-5" 354.29 30.685 Flow(q)from Route 56 Pe 28 23'-5" 30.802 5'-0" Pv BL 1.6820 39.93 5.77 120 0.046907 65'-81/2' Pf 4.940 28 23'-5" 30.802 PO(9'-10'/4) 39'-71%" Pe 0.000 9 23'-5" 35.742 4E(4'-111/z'),PO(9'-10'/4") 105'-3'/4" Pv ®•••••Route 35••••• FM 4.2600 276.95 6.23 120 0.018276 10'-0" Pf 0.183 28 23'-5" 39.93 30.802 Flow(q)from Route 34 Pe 27 23'-5" 30.985 10'-0" Pv [E� ©M.E.P.CAD,Inc. njjjAutoSPRINK 2020 06.3.18.0 2/28/2022 3:45:04PM Page 11 Hydraulic Analysis Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6820 45.30 6.54 120 0.059249 1 65'-8'/' Pf 6.240 27 23'-5" 30.985 PO(9'-10%") 39'-7%" Pe 0.000 8 23'-5" 37.224 4E(4'-11'/") PO(9'-103/.") 105'-3%" Pv ®•••••Route 36••••• FM 4.2600 231.65 5.21 120 0.013134 10'-0" Pf 0.131 27 23'-5" 45.30 30.985 Flow(q)from Route 35 Pe 26 23'-5" 31.116 10'-0" Pv ®•••••Route 37••••• FM 4.2600 126.66 2.86 120 0.004312 10'-0" Pf 0.043 25 23'-5" 53.88 31.158 Flow(q)from Route 29 Pe 23 23'-5" 31.201 10'-0" Pv ®•••••Route 38••••• BL 1.6820 17.24 2.49 120 0.009916 65'-8'/i' Pf 1.044 38 23'-5" 500.08 28.700 PO(9'-103/."),Flow(q)from 39'-7Y4" Pe 0.000 16 23'-5" 29.745 Route 52 105'-3%"�Pv 4E(4'-11'/2'),PO(9'-10'/.") ®•••••Route 39-- FM 4.2600 482.85 10.87 120 0,051106 5'-0" Pf 0.256 38 23'-5" 500.08 28.700 Flow(q)from Route 52 Pe 37 23'-5" 28.956 5'-0" Pv BL 1.6820 18.87 2.73 120 0.011728 65'-8'/z' Pf 1.235 37 23'-5" 28.956 PO(9'-10'/a") 39'-7'/:' Pe 0.000 15 23'-5" 30.191 4E(4'-11'/"),PO(9'-10%") 105'-33/4" Pv ®•••••Route 40••••• BL 1.6820 0.49 0.07 120 0.000014 65'-8%" Pf 0.001 59 23'-5" 567.56 22.307 PO(9'-103/4"),Flow(q)from 39'-7'/." Pe 0.000 43 23'-5" 22.308 Route 59 105'-33/4" Pv 4E(4'-11'Y2'%PO(9'-10%") ®•••••Route 41..... FM 4.2600 567.07 12.76 120 0.068811 5'-0" Pf 0.344 59 23'-5" 567.56 22.307 Flow(q)from Route 59 Pe 58 23'-5" 22.651 5'-0" Pv BL 1.6820 0.74 0.11 120 0.000029 65'-8'/z" Pf 0.003 58 23'-5" 22.651 PO(9'-10%") 39'-7'/." Pe 0.000 41 23'-5" 22.654 4E(4'-11'/'),PO(9'-10'/.") 105'-3%"jPv ®•••••Route 42••••• FM 4.2600 66.70 1.50 120 0.001312 10'-0" Pf 0.013 23 23'-5" 126.88 31.201 Flow(q)from Route 37 Pe 22 23'-5" 31.214 10'-0" Pv BL 1.6820 66.70 9.63 120 0.121199 65'-8'/" Pf 12.763 22 23'-5" 31.214 PO(9'-103/4") 39'-7'/." Pe 0.000 4 23'-5" 43.977 4E(4'-11'/d'),PO(9'-103/4") 105'-33/." Pv ®•••••Route 43••••• BL 1.6820 3.96 0.57 120 0.000651 65'-8'1z Pf 0.069 50 23'-5" 560.08 25.033 PO(9'-103/."),Flow(q)from 39'-7'/." Pe 0.000 29 23'-5" 25.101 Route 57 105'-3%" Pv 4E(4'-11'/i'),PO(9'-10%") ®•••••Route 44••••• FM 4.2600 556.13 12.52 120 0.066374 10'-0" Pf 0.664 50 23'-5" 560.08 25.033 Flow(q)from Route 57 Pe 48 23'-5" 25.696 10'-0" Pv BL 1.6820 5.38 0.78 120 0.001150 65'-8'/" Pf 0.121 48 23'-5" 25.696 PO(9'-103/4") 39'-7'/4" Pe 0.000 24 23'-5" 25.817 4E(4'-11'/"),PO(9'-103/4") 105'-33/."jPv ®•••••Route 45••••• FM 4.2600 570.66 12.85 120 0.069618 10'-0" Pf 0.696 72 23'-5" 2.08 18.159 Flow(q)from Route 18 Pe 70 23'-5" 18.855 10'-0" Pv BL 1.6820 1.24 0.18 120 0.000076 65'-8'/�' Pf 0.008 70 23'-5" 18.855 PO(9'-103/.") 39'-7'/4" Pe 0.000 57 23'-5" 18.863 4E(4'-11'/z'),PO(9'-103/.") 105'-3%" Pv ®•••••Route 46••••• FM 4.2600 569.41 12.82 120 0.069338 5'-0" Pf 0.347 70 23'-5" 1.24 18.855 Flow(q)from Route 45 Pe 68 23'-5" 19.201 5'-0" Pv ®•••••Route 47••••• / ©M.E.P.CAD,Inc. Auto SPRINK 2020 v16.3.18.0 2/28/2022 3:45:04PM Page 12 Hydraulic Analysis Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length FM 4.2600 550.75 12.40 120 0.065191 5'-0" Pf 0.326 48 23'-5" 5.38 25.696 Flow(q)from Route 44 Pe 47 23'-5" 26.022 5'-O" Pv BL 1.6820 6.24 0.90 120 0.001514 65'-8'/" Pf 0.159 47 23'-5" 26.022 PO(9'-10Y.") 39'-7%': Pe 0.000 21 23'-5" 26.182 4E(4'-11'/z'),PO(9'-10%") 105'-3%' Pv ®•••••Route 48••••• FM 4.2600 567.87 12.78 120 0.068991 5'-0" Pf 0.345 65 23'-5" 568.05 20.583 Flow(q)from Route 60 Pe 63 23'-5" 20.928 5'-0" Pv BL 1.6820 0.11 0.02 120 0.000001 65'-8Y2" Pf 0.000 63 23'-5" 20.928 PO(9'-10%'-) 39'-7Y4" Pe 0.000 49 23'-5" 20.928 4E(4'-11Yz'),PO(9'-10%") 105'-3'/." Pv ®•••••Route 49••••• FM 4.2600 463.97 10.44 120 0.047472 10'-0" Pf 0.475 37 23'-5" 18.87 28.956 Flow(q)from Route 39 Pe 36 23'-5" 29.431 10'-O" Pv BL 1.6820 22.44 3.24 120 0.016157 65'-8Y2" Pf 1.701 36 23'-5" 29.431 PO(9'-103/.") 39'-7%" Pe 0.000 14 23'-5" 31.132 4E(4'-11Yz),PO(9'-10W) 105'-3'/:' Pv ®•••••Route 60••••• FM 4.2600 441.53 9.94 120 0.043312 10'-0" Pf 0.433 36 23'-5" 22.44 29.431 Flow(q)from Route 49 Pe 34 23'-5" 29.864 10'-0" Pv ®•••••Route 61..... FM 4.2600 514.39 11.58 120 0.057454 10'-0" Pf 0.575 42 23'-5" 525.96 27.581 Flow(q)from Route 55 Pe 40 23'-5" 28.155 10'-0" Pv BL 1.6820 14.31 2.07 120 0.007026 65'-8Yd' Pf 0.740 40 23'-5" 28.155 PO(9'-10Y:') 39'-7%" Pe 0.000 17 23'-5" 28.895 4E(4'-11Yz'),PO(9'-10'/.") 105'-3%" Pv ®•••••Route 62••••• FM 4.2600 500.08 11.26 120 0.054532 10'-O" Pf 0.545 40 23'-5" 14.31 28.155 Flow(q)from Route 51 Pe 38 23'-5" 28.700 10'-0" Pv ®•••••Route 53••••• FM 4.2600 567.76 12.78 120 0.068967 10'-0" Pf 0.690 63 23'-5" 0.11 20.928 Flow(q)from Route 48 Pe 61 23'-5" 21.618 10'-0" Pv BL 1.6820 0.21 0.03 120 0.000003 65'-8Ys" Pf D.000 61 23'-5" 21.618 PO(9'-10%") 39'-7'/<" Pe 0.000 46 23'-5" 21.618 4E(4'-111/2'),PO(9'-10%") 105'-3%" Pv 4wD•••••Route 64••••• FM 4.2600 544.51 12.26 120 0.063831 10'-0" Pf 0.638 47 23'-5" 6.24 26.022 Flow(q)from Route 47 Pe 45 23'-5" 26.661 10'-0" Pv ®•••••Route 65••••• FM 4.2600 525.96 11.84 120 0.059868 5'-0" Pf 0.299 44 23'-5" 10.34 27.281 Flow(q)from Route 24 Pe 42 23'-5" 27.581 5'-0" Pv ®•••••Route 56••••• FM 4.2600 354.29 7.97 120 0.028823 10'-0" Pf 0.288 31 23'-5" 32.74 30.397 Flow(q)from Route 21 Pe 30 23'-5" 30.685 10'-0" Pv ®•••••Route 57••••• FM 4.2600 560.08 12.61 120 0.067250 10'-0" Pf 0.673 52 23'-5" 2.70 24.360 Flow(q)from Route 30 Pe 50 23'-5" 25.033 10'-O" Pv ®•••••Route 58••••• FM 4.2600 566.33 12.75 120 0.068645 10'-0" Pf 0.686 58 23'-5" 0.74 22.651 Flow(q)from Route 41 Pe 55 23'-5" 23.337 10'-0" Pv ®•••••Route 59••••• FM 4.2600 567.56 12.78 120 0.068920 10'-O" Pf 0.689 61 23'-5" 0.21 21.618 Flow(q)from Route 53 Pe 59 23'-5" 22.307 10'-0" Pv ®•••••Route 60••••• [l ©M.E.P.CAD,Inc. 11 AutoSPRINK 2020 v16.3.18.0 2/28/2022 3:45:04PM Page 13 Hydraulic Analysis Job Number:001 Report Description:Addition Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length FM 4.2600 568.05 12.79 120 0.069031 10'-0" Pf 0.690 66 23'-5" 0.46 19.893 Flow(q)from Route 32 Pe 65 23'-5" 20.583 10'-0" Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) k C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SIP Sprig Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe p p p p E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11%'Elbow points Ee2 22'/°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 1�,©M.E.P.CAD,Inc. yAuto SPRINK 2020 vl6.3.18.0 2/28/2022 3:45:04PM Page 14 Fire alarm scope of work Supply and install a new fire alarm panel with surge protection.All devices will be connected to the existing panel. Upon completion New York Fire and Security will test and inspect the system to ensure that it is working properly and provide Native Development and Queensbury with an inspection report. Final drawings will be forthcoming. The following equipment will be installed: • One (1) FL-ES50X Alarm Panel • Twenty-Four(24) FL-H365R Heat Detectors • Two (2) FL-BG12 Pull Stations • Two (2) FL-SBIO Pull Station Boxes • Two (2)4193SN Addressable Modules • One (1) BK-CO1224T CO Detector • One (1)OH-HWF2VCOM Cell Communicator • One (1) CELL-ANT3DB External Antenna • One (1)WA7626-CA Coax Adapter • One (1) 7626-50HC Coax Cable • Three (3) FL-MMF300 Monitor Module • Four(4)AX-RB30 Relay Module • Four(4) BK-P2RL Strobe/Horns • Two (2) PS-1270 Batteries • One (1) DK-120HW Surge Protector • Wire, Connectors, and labor Fire alarm scope of work Supply and install a new fire alarm panel with surge protection.All devices will be connected to the existing panel. Upon completion New York Fire and Security will test and inspect the system to ensure that it is working properly and provide Native Development and Queensbury with an inspection report. Final drawings will be forthcoming. The following equipment will be installed: • One (1) FL-ES50X Alarm Panel • Twenty-Four(24) FL-H365R Heat Detectors • Two (2) FL-BG12 Pull Stations • Two (2) FL-SBIO Pull Station Boxes • Two (2) 4193SN Addressable Modules • One (1) BK-CO1224T CO Detector • One (1) OH-HWF2VCOM Cell Communicator • One (1) CELL-ANT3DB External Antenna • One (1)WA7626-CA Coax Adapter • One (1) 7626-50HC Coax Cable • Three (3) FL-MMF300 Monitor Module • Four(4)AX-RB30 Relay Module • Four(4) BK-P2RL Strobe/Horns • Two (2) PS-1270 Batteries • One (1) DK-120HW Surge Protector • Wire, Connectors, and labor K Ip °�f f`,< __ c -- — :- c•-----e— -- — .- �• .. �, -�, o 'li I nP�Yp 2,�'-0" zr-0- zr-0• xr-0" max' ^ _ /N �4 mu gn IM �G�EAIM ��ao�1oH �� V�p� RUH Sol F: gTfi @K yq 121-1 fi OR gild ill pq RUN 01 Cl P r1p Q 4� c I e h, I L 1e .11K' r �,X � I ,X• _ — hx _ I ri• _ j I I I_ I I X yri_ I I ,X• . 4ri- -1-. 21 i I „Yl ZdAY." � m• _ ,w �nw i `- saay.^ ,rim tx• ,a-;w. ri =-, I I. - SAY" -^J., S+•-0" 1 4u- 11Y.' I av"rr \ V w` n I ¢ II I �� Yn p��•r %21'-0-0" 31•-0" 11•-0- 11'd' 3C-0%` ~, � �� ( H.AR; m�OmHI ,5i m0 6 _ �i',�.1 'Q. y• �r p. �g�. NN-1m,. Munn �� moo � -IRIS-im2U5F;JA MAN Am 7� p p ODO Mas �� 4• ¢ I ;�� ® � ems s� z C�� v o pg g �S� W law IL a aw mO m m pp mh F p zT pg g pig t t j C1 j X p N. 4 m 3 m ^ m fifi zoo $ I... H.M. H. 8; Ay� ny.� 2 £ m a� �fm�21�$p A� m �� 7 M �m 3 m AAA RUN 1: a qj IW �g @�p� �yr }Y�➢ g��i� X � I$Iw F3j i q, e c j Q I G fi. --- ' MO 12 r CT jf. cZ � z C I • I �` .7 1. � • 'I a o- gel 1-I I O A n �p / p lyo �a mmm m A o9i'n Z N �N9 f ^3 �a 1 i oYS zm O D m a• n � 3 .�.F9I1/r1ht$d 9 Load Short Form Job: Date: Jul 18,2022 Entire House By: Albany Mechanical Services 15 Albany Avenue,Green Island,NY 12183 Project • • For: 24 Native Rd,JAG 24 Native Rd,Queensbury, NY 12804 Design Information Htg Clg Infiltration Outside db(°F) 4 86 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 66 14 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 50 33 HEATING EQUIPMENT COOLING EQUIPMENT Make r'CA V-`-b, 'L,� Make Trade Trade Model $ _ Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 3249 cfm Actual air flow 3249 cfm Air flow factor 0.011 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Warehouse 15000 300464 60122 3249 3249 Entire House 15000 300464 60122 3249 3249 Other equip loads 61129 0 Equip. @ 0.91 RSM 54832 Latent cooling 21754 TOTALS l 15000 l 361594 l 76586 l 3249 l 3249 FILE COPY Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrights®fft- 2022-Jul-1816:01:09 �, ••a„ .. ..,y Right-Suite®Universal 2019 19.0.01 RSU25477 Page 1 �+ + ...rightsoft HVAC\Wrightsoft HVAC124 Native Rd.rup Calc=MJ8 Front Door faces: N Project Summary Job: •" wrightsof� Date: Jul 18,2022 Entire House By: Albany Mechanical Services 15 Albany Avenue,Green Island,NY 12183 Prooect Information For: 24 Native Rd,JAG 24 Native Rd,Queensbury, NY 12804 Notes: Design Information Weather: Albany County AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 4 OF Outside db 86 OF Inside db 70 OF Inside db 72 OF Design TD 66 OF Design TD 14 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 300464 Btuh Structure 60122 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 61129 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 361594 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 54832 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 21754 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 15000 15000 Equipment latent load 21754 Btuh Volume(fe) 390000 390000 Air changes/hour 0.28 0.15 Equipment Total Load(Sen+Lat) 76586 Btuh Equiv:AVF(cfm) 1820 975 Req.total capacity at 0.70 SHR 6.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 3249 cfm Actual air flow 3249 cfm Air flow factor 0.011 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -r- wr lg�tsoftt^ 2022-Jul-18 16:01:09 w— Right-Suite®universal 2019 19.0.01 RSU25477 Pagel rightsoft HVAC1Wrightsoft HVAC\24 Native Rd.rup Cato=MJ8 Front Door faces: N -wrightsoft Right-M Worksheet Job: Entire House Date: Jul 18,2022 Albany Mechanical Services By: 15 Albany Avenue,Green Island,NY 12183 1 Room name Entire House Warehouse 2 Exposed wall 310.0 ft 310.0 ft 3 Room height 26.0 ft 26.0 ft heat1cool 4 Room dimensions 250.0 x 60.0 ft 5 Room area 15000.0 ft, 15000.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load y number (Btuh/ft'--F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S j Heat I Cool Gross I N/P/S j Heat I Cool 6 12F-0sm 0.099 a 6.54 1.47 1560 1322 8651 1944 1560 1322 8651 1944 1Dc2ow 0.570 a 37.68 60.59 126 0 4747 7634 126 0 4747 7634 11,10 0.600 a 39.66 _. 15.63 112 _ 112 4442 1751 112 112 _ 4442 1751 12F-0sm 6.099 s 6.54 1.47 6506 6161 40317 9058 6500 6161 40317 9058 11 1Dc2ow 0.570 s 37.68 32.81 150 0 5652 4922 150 0 5652 4922 11D0 0.390 s 25.78 10.16 21 21 541 213 21 21 541 213 11J0 _ 0.600 _s 39.66 15.63 168 168 6663 2626 168 168 _,. 6663 2626 P 12C-0sw 0.091 _ 6.02 . .. 1.01 __ 8060 _. 8060 48482 _ 8178 ._ 8060 8060 48482 8178 ,C_ _ 17A-34md.. _. _ 0.027 _1.78 _. 0.58 15000 15000 _ 26771 8728 15000 15000 _._ 26771 8728 F. 22C-5tpm. 1.135 . - 75.02 .0.00 _15000 310 23257 0 15000 310 23257 0, 61 c)AED excursion 01 1 1 1 0 Envelope loss/gain 169523 45053 169523 45053 12 a) Infiltration 130942 15069 130942 15069 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 300464 60122 300464 60122 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 300464 60122 300464 60122 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room 01221 Air requiredl(cfm) I I I oad 303249I 04641 63249I I I 01221 3032491 04641 63249I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglitsoft- 2022-Jul-1816:01:09 - ^�- Rig htSuite®Universal201919.0.01 RSU25477 Pagel rightsoft HVAC\Wrightsoft HVAC124 Native Rd.rup Calc=MJ8 Front Door faces: N -� - wrightsof , Right-J8® Form J1 Job: Entire House Date: Jul 18,2022 Albany Mechanical Services By: 15 Albany Avenue,Green Island,NY 12183 1 Name of Room Entire House Warehouse 2 Running Feet of Exposed Wall 310.0 ft 310.0 ft 3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 26.0 ft 16120.0 ft' 26.0 ft 16120.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFQ 15000.0 ft' 250.0 x 60.0 ft 15000.0 ft2 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 15000.0 ft' 0 15000.0 ft2 Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 aVy II 12F-Osm a 6.54 1.47 1560 8651 1944 1560 8651 1944 L�-DGlaz 1Dc2ow a 37.68 60.59 126 4747 7634 126 4747 7634 oor 111,10 a 39.66 15.63 112 4442 1751 112 4442 1751 N 12F Osm s 6.54 1.47 6500 40317 9058 6500 40317 9058 11laz 1D-c2ow s 37.68 32.81 150 5652 4922 150 5652 4922 oor 11DO s 25.78 10.16 21 541 213 21 541 213 oor 1110 s 39.66 15.63 168 6663 2626 168 6663 2626 Wall 12C-0sw 6.02, 1.01 8060 48482_ 8178 8060 48482 8178 Cell 17A-34md 1.78 0.58 15000 26771 8728 15000 26771 8728 Flor 22C-5tpm 75.02 0.00 15000 23257 0 15000 23257 0 Infiltration Heating Load(Btuh) 0.28 130942 130942 Effect WAR WAR 12 I Sensible Load(Btuh) I ACH 1.00 I I 15069 I I 1.00 I I 15069 0.15 rZ Latent Load(Btuh) 1 1 21754 Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 114 I Subtotals I Sum lines 6 through 12 I I 300464 I 60122 I 21754 I I 300464 I 60122 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 1 0 j 0 1 0 1 0 117 I Winter Humidification Load Gal/Day I 168.4 I I 61129 I I I I 1 1 I 18 1 Piping Load 0 19 1 Blower Heat 0 20 i AED Excursion&Latent Moisture Migration Load 0 0 21 I Total Load Sum lines 13 through 19 1 361594 j 60122 j 21754 j 1 300464 j 60122 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. wr8®tletco4Q ACGA °'•-•" •^-�-••'-^-•- Right-Suite( 2022-Jul-1816:01:09 Universal 2019 19.0.01 RSU25477 Page 1 rightsoft HVAC1Wrightsoft HVACX24 Native Rd.rup Calc=MJ8 Front Door faces: N , N Job#: Albany Mechanical Services Scale: 1 :432 Performed for: Page 1 24 Native Rd 15 Albany Avenue Right-SuiteB Universal 2019 24 Native Rd Green Island,NY 12183 Queensbury,NY 12804 022-J 1 18 16:0 :2 2022-Jul-18 16:01:24 ...Wrightsoft HVAC124 Native Rd.rup =� A'c National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 09) •r .r HVAC Designer Responsibilities: •Complete one National HVAC Design Report for each system design for a house plan, created for either the specific plan configuration(i.e., elevation,option,orientation,&county)of the home to be certified or for a plan that is intended to be built with different configurations(i.e., different elevations,options,and/or orientations).Visit www.energystar.gov/newhomeshvacdesign and see Footnote 2 for more information. •Obtain efficiency features (e.g.,window performance,insulation levels,and infiltration rate)from the builder or Home Energy Rater. •Provide the completed National WA Des i n Report to the builder or credentialed HVAC contractor and to the Home Energy Rater. 1.Desi n Overview 1.1 Designer name:Thomas Bethon II Designer company:Albany Mechanical Services Date:Jul 18,2022 1.2 Select which party you are providing these design services to: 0 Builder or 0 Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): JAG 1.4 Area that system serves: 0 Whole-house 0 Upper-level E3 Lower-level EJ Other 1.5 Is cooling system for a temporary occupant load? 0 Yes W No 1.6 House plan: Check box to indicate whether the system design is site-specific or part of a group: M Site-specific design.Option(s)&elevation(s)modeled: Group design.Group#:0 out of 0 total groups for this house plan. Configuration modeled: Designer 2.Whole-House Mechanical Ventilation Design Verified Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010,2013 or 2016 M 2.2 Ventilation airflow rate required by 62.2 for a continuous system 0 CFM - 2.3 Design for this system:Vent.airflow rate: 0 CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes - S stem Type&Controls: 2.4 Specified system e: 0 Supply E3 Exhaust M Balanced - 2.5 Specified control location: e. .,Master bath,utility room - 2.6 Specified controls allow the system tooperate automatically,without occupant intervention =1 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not o obvious (e.g.,a label is required for a standalone w all sw itch, but not for a sw itch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate intermittently and automatically based on a timer and restrict intake when not in use e. .,motorized damper) Sound: 12.9 The fan of the specified system is rated 5 3 sones if intermittent and 51 sone if continuous,or exempted Efficient : 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce !] the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified 0 Air Inlet Location: (Complete this section if system has a specified air inlet location;otherw ise check"NIA") N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawls ace,garage,or adjacent dwelling unit 0 2.13 Inlet is z 2 ft.above grade or roof deck;>_10 ft.of stretched-string distance from known contamination sources (e.g., 17-1 stack,vent,exhaust,vehicles)not exiting the roof,and>_3 ft.from know n sources exiting the roof 3.Room-by-Room Heating&Cooling Loads 3.1 Room-by-room loads calculated using: M Unabrid ed ACCA Manual J v8 0 2013 ASHRAE Fundamentals E:1 Other Per AHJ 3.2 Indoor desion temoeratures used in loads are aatino a nd 75*F forcoolina 3.3 Outdoor design temperatures used in loads:(See Footnote 12 and energystar.gov/hvacdesigntemps) - County&State,or US Territory,selected: Albany,NY Cooling season: 86°F Heating season: 4°F 3.4 Number of occupants used in loads: 0 - 3.5 Conditioned floor area used in loads: 15000 S .Ft. - 3.6 Window area used in loads: 276 S .Ft. - 3.7 Predominant window SHGC used in loads: 0.56 - 3.8 Infiltration rate used in loads: Summer: 0.15 Winter: 0.28 - 3.9 Mechanical ventilation rate used in loads: 0 CFM - Loads At Design Conditions kBtuh N NE E I SE S SW W NW - 3.10 Sensible heat gain(By orientation 54.8 56.8 58.1 1 60.1 56.0 54.0 54.0 56.0 _ 3.11 Latent heat gain(Not by orientation) 121.8 I _ Cooling 3.12 Total heat gain(By orientation) I 76.6 I 78.5 79.9 I 81.9 I 77.7 I 75.8 I 75.8 I 77.7 I _ 3.13 Maximum-minimum total heat gain Item 3.12 across orientations= 6•1 kBtuh Variation is 5 6 kBtuh Heating 3.14 Total heat loss(Not by orientation) 1361.6 _ wrigh72sof - 2022-Jul-1816:01:09 - Right-Suite®Universal 2019 19.0.01 RSU25477 Pagel ...rightsoft HVAC\Wrightsoft HVA024 Native Rd.rup Calc=MJ8 Front Door faces: N i FAMM- '', National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 09) Designer 4.Heatina&Coolina E ui ment Selection Verified 4.1 Equipment selected per ACCA Manual S see Footnote 18&19 0 Air Conditioner HeatPumi) (Complete if air conditioner or heat num will be ins t led'otherwise check"NA' 0 N/A 4.2 Equipment type: N Cooling-only air conditioner or 0 Cooling&heating heat pump - 4.3 Condenser manufacturer&model: - 4.4 Evaporator/fan coil manufacturer&model: - 4.5 AHRI reference#: - 4.6 AHRI listed efficiency: 0 / 0 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: COP - 4.7 Evaporator fan type: 0 PSC 0 ECM/ICM N Other: - 4.8 Compressor type: M Single-speed 0 Two-speed 0 Variable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12 Air-source heat pump capacity: At 17"F: 0 kBtuh At 47°F: 0 kBtuh M N/A - 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum total heat gain(Item 3.12): 0% - 4.14 Complete this Rem if Condition B Climate w ill be used to select s izing limit in Rem 4.15.Otherw ise,check"N/A": N N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain Item 3.10 /Max.total heat gain Item 3.12 = 73% - 4.14.2 HDD/CDD ratio(Visit energystar.gov/hvacdesigntemps to determine this value for the design locatio 2.7 _ 4.15 Check box of applicable cooling sizing limit from chart below: - Equipment Type(Per Item 4.2)& Compressor Type Per Item 4.8 Climate Condition(Per Item 4.14) Single-Speed I Two-Speed Variable-Speed For Cooling-Only Equipment or Recommended:90-115% Recommended:90-120% Recommended:90-130% For Cooling Mode of Heat Pump in 0 Allowed:90-130% 0 Allowed:90-140% 0 Allowed:90-160/o° Condition A Climate For Cooling Mode of Heat Pump in 0 90%-100%,plus 15 kBtuh 0 90%-100%,plus 15 kBtuh 0 90%-100%,plus 15 kBtuh Condition B Climate 4.16 Cooling sizing% 4.13 is within cooling sizing limit 4.15 0 Furnace (Corn lete if furnace will be installed:otherwise check"N A' 0 N/A 4.17 Furnace manufacturer&model: - 4.18 Listed efficiency: 80 AFUE - 4.19 Total capacity: 0 kBtuh - 4.20 Heating sizing%=Total capacity Item 4.19 divided by total heat loss Item 3.14: 0% - 4.21 Check box of applicable heating sizing limit from chart below: - When Used for Heating Only When Paired With Cooling 0 100-140% 0 Recommended:100-140%Allow ed: 100-400% 4.22 Heating sizing% 4.20 is within heating sizing limit 4.21 0 5 Duct Desi n Com D lete if he atina or coolin a eg ui m ent will be in stal led with duc s•otherwise check"N/A!') 0 N/A 5.1 Duct system designed for the equipment selected in Section 4,per ACCA Manual D 5.2 Design HVAC fan airflow: Cooling mode 3249 CFM Heating mode 3249 CFM - I 5.3 Design HVAC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode Medium 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5.2): 0 IWC 5.5 Room-by-room desi n airflows documented below which must sum to the mode with the hi her airflow in Item 5.2 Room Name Design Airflow Room Name Design Airflow Room Name Design Airflow CFM CFM CFM 1 Warehouse 3249 12 23 2 13 24 3 14 25 4 15 26 5 16 27 6 17 28 7 18 29 8 19 30 9 20 31 10 21 32 11 22 Total for all rooms 3249 -P�i- 2022-Jul-1816:01:09 Right-Suite@ Universal 2019 19.0.01 RSU25477 Page 2 rightsoft HVAC\Wrightsoft HVAC\24 Native Rd.rup Calc=MJ8 Front Door faces: N Project Job Ref. !� TeklaoTedds Jag—Native 22-08 MRH Engineering, P.C. Section Sheet no./rev. 20 Bayberry Drive Design Calculations 1 Queensbury,New York Calc.by Date Chk'd by Date App'd by Date 12804 MRH 3/6/22 MRH 3/6/22 MRH 3/6/22 Foundation Design Foundation Load Combinations (ASD) Dead+Coll+Snow .6(Dead+Coll)+.6Wind Foundation A/A2 (See Nucor foundation load printout at Frame Line 1 and foundation plan drawing) Dead+Collateral=;3+2=6.000; kips A Dead+Coll+Snow=;3+2+9=14.000; kips o A Wind=-8 kips JUL 0 5 2022 - .6(Dead+Coll)+.6Wind=; .6*(2+3)+.6*(-8)=-1.800; kips TOWN OF QUEENISD!IRY Use 2'-10"x 2'-8"x 1'thick Tooter and 1'-10"x 2'-0'pier BOIL DiNG 8, OODES Foundation A/A2 resistance=Footer weight+pier weight+grade wall weight+net soil weight (2.83*2.67)*1 *.15+(1.83*2.00)*3.5*,15+0+((2.83*2.67)-(1.83*2.00))*3.5*.110= 4.666; kips>-1.800 kips OK Foundation A/A2 Hairpin Design Horizontal load=Dead+Coll+Snow=; 1 +1 +4=6.000; kips Hairpins not required as foundations are doweled into the existing building foundation. Foundation C/E and C/E1 Design (See Nucor foundation load printout at Frame Lines 2 and 9 and foundation plan drawing) Dead+Collateral=;4+4=8.000; kips Dead+Coll+Snow=;4+4+21 =29.000; kips Wind=-14 kips .6(Dead+Coll)+.6Wind=; .6*(4+4)+.6*(-14)=-3.600; kips Use 3'-6"x 3'-T x 1'thick footer and 1'-0"x 1'-4'pier Foundation C/E and C/E1 resistance=Footer weight+pier weight+grade wall weight+net soil weight =; (3.5*3.5)*1 *.15+(1.00* 1.33)-3.5*.15+(.67*3*3.5+2*1 *3.5)*.15+((3.5*3.5)- (1.00*1.33)—(.67*3.5))*.110=6.684; kips>3.600 kips OK Foundation CIE and C/E1 Hairpin Design Horizontal load=Dead+Coll+Snow=;2+2+8=12.000; kips 308.20-1-9.21 CC-0416-2022 Native Development LLC 24 Native Dr Warehouse addtion 12,600 s.f., Alt 6600 s.f. s Project Job Ref. ASTTeklaoTedds Jag—Native 22-08 MRH Engineering, P.C. Section Sheet no./rev. 20 Bayberry Drive Design Calculations 2 Queensbury,New York Calc.by Date Chk'd by Date App'd by Date 12804 MRH 3/6/22 MRH 3/6/22 MRH 3/6/22 Hairpin tension load ; 12/(2*.707)=8.487; kips Allowable#6 hairpin tension load=; .44*24 =10.560; kips>8.487 kips OK Foundation D/F (See Nucor foundation load printout at Frame Lines 3-8 and foundation plan drawing) Dead+Collateral=; 5+4=9.000; kips Dead+Coll+Snow=; 5+4+24=33.000; kips Wind=-17 kips .6(Dead+Coll)+.6Wind=; .6*(5+4)+.6*(-17)_-4.800; kips Use 4'-0"x 4'-0"x 1'thick footer and 1'-0"x 2'-0'pier Foundation C/E and C/E1 resistance=Footer weight+pier weight+grade wall weight+net soil weight =; (4.0*4.0)* 1 *.15+(1.00*2.00)*3.5*.15+(.67*4*3.5)*.15+((4*4)-(1.00*1.33)—(.67 *4))*.110=6.176; kips>4.800 kips OK Foundation D/F Hairpin Desiqn Horizontal load=Dead+Coll+Snow=;2+2+9=13.000; kips Hairpin tension load; 13/(2*.707)=9.194; kips Allowable#6 hairpin tension load=; .44*24 =10.560; kips>9.194 kips OK Foundation B (See Nucor foundation load printout at Frame Line 10 and foundation plan drawing) Dead+Collateral=;2+2=4.000;kips Dead+Coll+Snow=;2+2+7=11.000; kips Wind=-7 kips .6(Dead+Coll)+.6Wind=; .6*(2+2)+.6*(-7)_-1.800; kips Use 3'-4"x 3'-0"x 1'thick footer and 1'-5"x 1'-2'pier Foundation B resistance=Footer weight+pier weight+grade wall weight+net soil weight _; (3.33*3.0)* 1 *.15+(1.00*2.00)*3.5*.15+(.67*3*3.5)*.15+((3.33*3)-(1.42* 1.17)— (.67*3))*.110=4.299; kips>1.800 kips OK Foundation B Hairpin Desiqn No hairpin design required.All lateral loads are in line with grade wall. ` Page 1/2 Concrete Footing Design Jab: Jag Native Designed By: MRH Description: Fdn A/A2 Checked By: Time: 7:40 PM 3/6/2022 Program: Spread Footing Design v3.2 Code:ACI 2008 SOIL DATA CONCRETE DATA COLUMN DATA Max. Vert Press. = 3.000 K /Ft ^2 F`c = 3.000 K /In ^2 F'c = 3.000 K /In ^2 Max. Flexural Press. = 3.000 K /Ft ^2 Density = 150.000 Lb/Ft ^3 X Dim. = 22.000 In Density = 110.000 Lb/Ft ^3 Fy = 60.000 K /In ^2 Z Dim. = 24.000 In Phi Angle = 30.000 Deg X Offset = 0.000 Ft Coeff. of Friction = 0.330 Z Offset = 0.000 Ft Cohesion = 0.000 Lb/Ft ^2 SURCHARGE DATA Ftg. Depth = 4.500 Ft +X,+Z Quadrant = 0.000 K /Ft ^2 FS Uplift = 1.500 +X,-Z Quadrant = 0.000 K /Ft ^2 BASE PLATE DATA FS Overturning = 1.500 -X,-Z Quadrant = 0.000 K /Ft ^2 X Dim. = 0.000 In FS Sliding = 1.500 -X,+Z Quadrant = 0.000 K /Ft ^2 Z Dim. = 0.000 In C O L U M N L 0 A D D E S C R I P T I O N S COLUMN LOAD DESCRIPTION 1 COL A A2 LOAD COMBINATIONS LOAD COMBINATION DESCRIPTION 1 1.4D 2 1.2D + 1.61. + 0.5R 3 1.2D + L + 1.6R 4 1.2D + 0.8W + 1.6R 5 1.2D + L + 1.6W + 0.5R 6 1.2D + L + 1.4E + 0.2R 7 0.9D + 1.6W 8 0.9D + 1.4E 9 1.2D - O.8W + 1.6R 10 1.2D + L - 1.6W + 0.5R 11 1.2D + L - 1.4E + 0.2R 12 0.9D - 1.6W 13 0.9D - 1.4E UNFACTORED LOADS INPUT COLUMN LOAD No. 1 DEAD LOAD LIVE LOAD WIND LOAD EARTHQUAKE LOAD ROOF LOAD Vertical = -5.000 K 0.000 K 0.000 K 0.000 K -9.000 K Moment X = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Moment Z = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Horizontal X = 0.000 K Z = 0.000 K F O O T I N G O U T P U T FOOTING CHECK SHEAR STRESSES (ONE WAY) SHEAR STRESSES (TWO WAY) X Dimension = 2.830 Ft +X Area = 0.000 K /In ^2 +X Area = 0.000 K /In ^2 Z Dimension = 2.670 Ft -X Area = 0.000 K /In ^2 -X Area = 0.000 K /In ^2 Thickness = 12.000 In +Z Area = 0.000 K /In ^2 +Z Area = 0.000 K /In ^2 Max. Press. = 1.893 K /Ft ^2 -Z Area = 0.000 K /In ^2 -Z Area = 0.000 K /In ^2 Allow. = 0.082 K /In ^2 Allow. = 0.000 K /In ^2 Max. Pressure Governing Column = 1, Combination = 2 Footing is Adequate BOTTOM STEEL DESIGN (Parallel to X Axis) BOTTOM STEEL DESIGN (Parallel to Z Axis) Governing Column = Temp/Shrink Minimum Governing Column = Temp/Shrink Minimum Moment (+X Area) = 0.895 Ft-K Moment (+Z Area) = 0.429 Ft-K (-X Area) = 0.895 Ft-K (-Z Area) = 0.429 Ft-K Steel Required = 0.692 In^2 (Min) Steel Required = 0.734 In^2 (Min) C:221A1D 3/6/2022 Page 2/2 Dist. to Centroid = 3.000 In Dist. to Centroid = 3.000 In Typical Spacings Typical Spacings 7 #3 Bars at 4.340 In. Centers (Anchor) 7 #3 Bars at 4.660 In. Centers (Anchor) 4 #4 Bars at 8.680 In. Centers (Anchor) 4 #4 Bars at 9.320 In. Centers (Anchor) 3 #5 Bars at 13.020 In. Centers (Anchor) 3 #S.Bars at 13.980 In. Centers (Anchor) Steel Distribution in the Short Dim. is Governed by ACI 15.4.4.2 and Spacings Should be Modified Accordingly. QUANTITIES 10.903 lbs of Steel and 7.556 Ft^3 of Concrete. C:221A1D 3/6/2022 Page 1/2 Concrete Footing Design Job: Jag Native Designed By: MRH Description: Fdn C-E/C-El Checked By: Time: 8:07 PM 3/6/2022 Program: Spread Footing Design v3.2 Code:AC12008 SOIL DATA CONCRETE DATA COLUMN DATA Max. Vert Press. = 3.000 K /Ft ^2 F`o = 3.000 K /In ^2 Flo = 3.000 K /In ^2 Max. Flexural Press. = 3.000 K /Ft ^2 Density = 150.000 Lb/Ft ^3 X Dim. = 12.000 In Density = 110.000 Lb/Ft ^3 Fy = 60.000 K /In ^2 Z Dim. = 16.000 In Phi Angle = 30.000 Deg X Offset = 0.000 Ft Coeff. of Friction = 0.330 Z Offset = 0.000 Ft Cohesion = 0.000 Lb/Ft ^2 SURCHARGE DATA Ftg. Depth = 4.500 Ft +X,+Z Quadrant = 0.000 K /Ft ^2 FS Uplift = 1.500 +X,-Z Quadrant = 0.000 K /Ft ^2 BASE PLATE DATA FS Overturning = 1.500 -X,-Z Quadrant = 0.000 K /Ft ^2 X Dim. = 0.000 In FS Sliding = 1.500 -X,+Z Quadrant = 0.000 K /Ft ^2 Z Dim. = 0.000 In C O L U M N L O A D D E S C R I P T I O N S COLUMN LOAD DESCRIPTION 1 COL C-E and C-El LOAD COMBINATIONS LOAD COMBINATION DESCRIPTION 1 1.4D 2 1.2D + 1.6L + 0.5R 3 1.2D + L + 1.6R 4 1.21) + 0.8W + 1.6R 5 1.2D + L + 1.6W + 0.5R 6 1.2D + L + 1.4E + 0.2R 7 0.9D + 1.6W 8 0.9D + 1.4E 9 1.2D - 0.8W + 1.6R 10 1.2D + L - 1.6W + 0.5R 11 1.2D + L - 1.4E + 0.2R 12 0.9D - 1.6W 13 0.9D - 1.4E UNFACTORED LOADS INPUT COLUMN LOAD No. 1 DEAD LOAD LIVE LOAD WIND LOAD EARTHQUAKE LOAD ROOF LOAD Vertical = -8.000 K 0.000 K 0.000 K 0.000 K -21.000 K Moment X = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Moment Z = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Horizontal X = 0.000 K Z = 0.000 K F O O T I N G O U T P U T FOOTING CHECK SHEAR STRESSES (ONE WAY) SHEAR STRESSES (TWO WAY) X Dimension = 3.500 Ft +X Area = 0.016 K /In ^2 +X Area = 0.037 K /In ^2 Z Dimension = 3.500 Ft -X Area = 0.016 K /In ^2 -X Area = 0.037 K /In ^2 Thickness = 12.000 In +Z Area = 0.011 K /In ^2 +Z Area = 0.037 K /In ^2 Max. Press. = 2.407 K /Ft ^2 -Z Area = 0.011 K /In ^2 -Z Area = 0.037 K /In ^2 Allow. = 0.082 K /In ^2 Allow. = 0.164 K /In ^2 Max. Pressure Governing Column = 1, Combination = 2 Footing is Adequate BOTTOM STEEL DESIGN (Parallel to X Axis) BOTTOM STEEL DESIGN (Parallel to Z Axis) Governing Column = Temp/Shrink Minimum Governing Column = Temp/Shrink Minimum Moment (+X Area) = 9.643 Ft-K Moment (+Z Area) = 7.243 Ft-K (-X Area) = 9.643 Ft-K (-Z Area) = 7.243 Ft-K Steel Required = 0.907 In^2 (Min) Steel Required = 0.907 In^2 (Min) C:22C-E AND C-El 3/6/2022 Page 2/2 Dist. to Centroid = 3.000 In Dist. to Centroid = 3.000 In Typical Spacings Typical Spacings 9 #3 Bars at 4.500 In. Centers 9 #3 Bars at 4.500 In. Centers 5 #4 Bars at 9.000 In. Centers 5 #4 Bars at 9.000 In. Centers (Anchor) 3 #5 Bars at 18.000 In. Centers (Anchor) 3 #5 Bars at 18.000 In. Centers (Anchor) QUANTITIES 18.522 Lbs of Steel and 12.250 Ft^3 of Concrete. C:22C-E AND C-El 3/6/2022 Page 1/2 Concrete Footing Design Job: Jag-Native Designed By: MRH JR Description: Foundation D-E Checked By: Time: 8:19 PM 3/6/2022 Program: Spread Footing Design 0.2 Code:ACI 2008 SOIL DATA CONCRETE DATA COLUMN DATA Max. Vert Press. = 3.000 K /Ft ^2 F'C = 3.000 K /In ^2 Flo = 3.000 K /In ^2 Max. Flexural Press. = 3.000 K /Ft ^2 Density = 150.000 Lb/Ft ^3 X Dim. = 12.000 In Density = 110.000 Lb/Ft ^3 Fy = 60.000 K /In ^2 Z Dim. = 24.000 In Phi Angle = 30.000 Deg X Offset = 0.000 Ft Coeff. of Friction = 0.330 Z Offset = 0.000 Ft Cohesion = 0.000 Lb/Ft ^2 SURCHARGE DATA Ftg. Depth = 4.500 Ft +X,+Z Quadrant = 0.000 K /Ft ^2 FS Uplift = 1.500 +X,-Z Quadrant = 0.000 K /Ft ^2 BASE PLATE DATA FS Overturning = 1.500 -X,-Z Quadrant = 0.000 K /Ft ^2 X Dim. = 0.000 In FS Sliding = 1.500 -X,+Z Quadrant = 0.000 K /Ft ^2 Z Dim. = 0.000 In C O L U M N L O A D D E S C R I P T I O N S COLUMN LOAD DESCRIPTION 1 Fdn D - E LOAD COMBINATIONS LOAD COMBINATION DESCRIPTION 1 1.4D 2 1.2D + 1.6L + 0.5R 3 1.2D + L + 1.6R 4 1.2D + 0.8W + 1.6R 5 1.2D + L + 1.6W + 0.5R 6 1.2D + L + 1.4E + 0.2R 7 0.9D + 1.6W 8 0.9D + 1.4E 9 1.2D - 0.8W + 1.6R 10 1.2D + L - 1.6W + 0.5R 11 1.2D + L - 1.4E + 0.2R 12 0.9D - 1.6W 13 0.9D - 1.4E U N F A C T O R E D L O A D S I N P U T COLUMN LOAD No. 1 DEAD LOAD LIVE LOAD WIND LOAD EARTHQUAKE LOAD ROOF LOAD Vertical = -9.000 K 0.000 K 0.000 K 0.000 K -24.000 K Moment X = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Moment Z = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Horizontal X = 0.000 K Z = 0.000 K F O O T I N G O U T P U T FOOTING CHECK SHEAR STRESSES (ONE WAY) SHEAR STRESSES (TWO WAY) X Dimension = 4.000 Ft +X Area = 0.021 K /In ^2 +X Area = 0.035 K /In ^2 Z Dimension = 4.000 Ft -X Area = 0.021 K /In ^2 -X Area = 0.035 K /In ^2 Thickness = 12.000 In +Z Area = 0.007 K /In ^2 +Z Area = 0.035 K /In ^2 Max. Press. = 2.103 K /Ft ^2 -Z Area = 0.007 K /In ^2 -Z Area = 0.035 K /In ^2 Allow. = 0.082 K /In ^2 Allow. = 0.164 K /In ^2 Max. Pressure Governing Column = 1, Combination = 2 Footing is Adequate BOTTOM STEEL DESIGN (Parallel to X Axis) BOTTOM STEEL DESIGN (Parallel to Z Axis) Governing Column = Temp/Shrink Minimum Governing Column = Temp/Shrink Minimum Moment (+X Area) = 13.838 Ft-K Moment (+Z Area) = 6.150 Ft-K (-X Area) = 13.838 Ft-K (-Z Area) = 6.150 Ft-K Steel Required = 1.037 In^2 (Min) Steel Required = 1.037 In^2 (Min) C:22D-E 3/6/2022 Page 2/2 Dist. to Centroid = 3.000 In Dist. to Centroid = 3.000 In Typical Spacings Typical Spacings 10 #3 Bars at 4.667 In. Centers 10 #3 Bars at 4.667 In. Centers 6 #4 Bars at 8.400 In. Centers 6 #4 Bars at 8.400 In. Centers (Anchor) 4 #5 Bars at 14.000 In. Centers 4 #5 Bars at 14.000 In. Centers (Anchor) QUANTITIES 24.696 Lbs of Steel and 16.000 Ft^3 of Concrete. C:22D-E 3/6/2022 • Page 1/2 Concrete Footing Design Job: Jag-Native Designed By: MRH JR Description: Fdn B Checked By: Time: 11:31 AM 3/7/2022 Program: Spread Footing Design v3.2 Code:ACI 2008 SOIL DATA CONCRETE DATA COLUMN DATA Max. Vert Press. = 3.000 K /Ft ^2 Flo = 3.000 K /In ^2 Flo = 3.000 K /In ^2 Max. Flexural Press. = 3.000 K /Ft ^2 Density = 150.000 Lb/Ft ^3 X Dim. = 17.000 In Density = 110.000 Lb/Ft ^3 Fy = 60.000 K /in ^2 Z Dim. = 14.000 In Phi Angle = 30.000 Deg X Offset = 0.000 Ft Coeff. of Friction = 0.330 Z Offset = 0.000 Ft Cohesion = 0.000 Lb/Ft ^2 SURCHARGE DATA Ftg. Depth = 4.500 Ft +X,+Z Quadrant = 0.000 K /Ft ^2 FS Uplift = 1.500 +X,-Z Quadrant = 0.000 K /Ft ^2 BASE PLATE DATA FS Overturning = 1.500 -X,-Z Quadrant = 0.000 K /Ft ^2 X Dim. = 0.000 In FS Sliding = 1.500 -X,+Z Quadrant = 0.000 K /Ft ^2 Z Dim. = 0.000 In C O L U M N L O A D D E S C R I P T I O N S COLUMN LOAD DESCRIPTION 1 Fdn B LOAD COMBINATIONS LOAD COMBINATION DESCRIPTION 1 1.4D 2 1.2D + 1.61. + 0.5R 3 1.2D + L + 1.6R 4 1.2D + 0.8W + 1.6R 5 1.2D + L + 1.6W + 0.5R 6 1.2D + L + 1.4E + 0.2R 7 0.9D + 1.6W 8 0.9D + 1.4E 9 1.2D - 0.8W + 1.6R 10 1.2D + L - 1.6W + 0.5R 11 1.2D + L - 1.4E + 0.2R 12 0.9D - 1.6W 13 0.9D - 1.4E UNFACTORED LOADS INPUT COLUMN LOAD No. 1 DEAD LOAD LIVE LOAD WIND LOAD EARTHQUAKE LOAD ROOF LOAD Vertical = -4.000 K 0.000 K 0.000 K 0.000 K -7.000 K Moment X = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Moment Z = 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Horizontal X = 0.000 K Z = 0.000 K F O O T I N G O U T P U T FOOTING CHECK SHEAR STRESSES (ONE WAY) SHEAR STRESSES (TWO WAY) X Dimension = 3.330 Ft +X Area = 0.004 K /In ^2 +X Area = 0.011 K /In ^2 Z Dimension = 3.000 Ft -X Area = 0.004 K /In ^2 -X Area = 0.011 K /In ^2 Thickness = 12.000 In +Z Area = 0.002 K /In ^2 +Z Area = 0.011 K /In ^2 Max. Press. = 1.141 K /Ft ^2 -Z Area = 0.002 K /In ^2 -Z Area = 0.011 K /In ^2 Allow. = 0.082 K /In ^2 Allow. = 0.164 K /In ^2 Max. Pressure Governing Column = 1, Combination = 2 Footing is Adequate BOTTOM STEEL DESIGN (Parallel to X Axis) BOTTOM STEEL DESIGN (Parallel to Z Axis) Governing Column = Temp/Shrink Minimum Governing Column = Temp/Shrink Minimum Moment (+X Area) = 2.199 Ft-K Moment (+Z Area) = 2.241 Ft-K (-X Area) = 2.199 Ft-K (-Z Area) = 2.241 Ft-K Steel Required = 0.778 In^2 (Min) Steel Required = 0.863 In^2 (Min) C:22B 3/7/2022 • • Page 2/2 Dist. to Centroid = 3.330 In Dist. to Centroid = 3.000 In Typical Spacings Typical Spacings 8 #3 Bars at 4.286 In. Centers (Anchor) 8 #3 Bars at 4.851 In. Centers (Anchor) 4 #4 Bars at 10.000 In. Centers (Anchor) 5 #4 Bars at 8.490 In. Centers (Anchor) 3 #5 Bars at 15.000 In. Centers (Anchor) 3 #5 Bars at 16.980 In. Centers (Anchor) Steel Distribution in the Short Dim. is Governed by ACI 15.4.4.2 and Spacings Should be Modified Accordingly. QUANTITIES 14.831 Lbs of Steel and 9.990 Et^3 of Concrete. C:22B 3/7/2022 Nucor Building Systems 305 Industrial Parkway Waterloo, IN 46793 STRUCTURAL DESIGN CALCULATIONS FOR Jag I llc 8 blue lupine lane Wilton, NY 12831 Native 60 x 211 24 native drive Queensbury, NY 12804 W22KO159A BUILDING LAYOUT Width (ft)= 60.0 Length (ft)= 211.3 Eave Height (ft)= 27.6/ 25.1 Roof Slope (rise/12 )= 0.50 � BUILDING LOADS �� Roof Dead Load (psf )= 3.5 � •. ' �1`y�. Wall Dead Load t` Left Endwall (psf )= 5.0 Right Endwall (psf )= 5.0 ld Front Sidewall(psf )= 5.0 Back Sidewall sf = 5.0 `}V` / Roof Live Load (psf )= 20.0 '✓';9; '�.f- t6 l Frame Live Load (psf )= 12.0 Collateral Load (psf )= 5.0 Snow Load (psf )= 31.5 4 Wind Speed (mph )= 115.0 Wind Code = NYBC 20 (IBC 18) Closed/Open = C Exposure = B Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 F NE Seismic Design Category= B Q�F oEE A&�y r0 Seismic Coeff (Fa*Ss) = 0.37 Pir ------------------------------- Designer JMR Detailer JMR " C DesCac CONTENTS 1-21 FO 0g5050—� SwDes1F 1-33 AR�FESS IONo6�0`202 EwDes-R 1-63 RoofDes 1-86 RfDes-1 1-18 RfDes-2 1-18 APPENDIX Al-A7 -------------------------------- The Professional Engineer whose seal appears on these Structural Design Calculations is employed by Nucor Building Systems and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. Warning: It is a violation of the NYS Education Law Article 145 for any person,unless he/she is acting under the direction of a licensed professional engineer,to alter this item in any way. 308.20-1-9.21 CC-0416-2022 Native Development LLC 24 Native Dr Warehouse addtion 12,600 s.f., Alt 6600 s.f. 4/19/2022 DesCalc.out Page 1 Nucor Building Systems 305 Industrial Parkway Waterloo, IN 46793 STRUCTURAL DESIGN CALCULATIONS FOR Jag I llc 8 blue lupine lane Wilton, NY 12831 Native 60 x 211 24 native drive Queensbury, NY 12804 W22K0159A BUILDING LAYOUT Width (ft)= 60.0 Length (ft)= 211.3 Eave Height (ft)= 27.6/ 25.1 Roof Slope (rise/12 )= 0.50 BUILDING LOADS Roof Dead Load (psf )= 3.5 Wall Dead Load Left Endwall (psf )= 5.0 Right Endwall (psf )= 5.0 Front Sidewall(psf )= 5.0 Back Sidewall(psf )= 5.0 Roof Live Load (psf )= 20.0 Frame Live Load (psf )= 12.0 Collateral Load (psf )= 5.0 Snow Load (psf )= 31.5 Wind Speed (mph )= 115.0 Wind Code = NYBC 20 (IBC 18) Closed/Open = C Exposure = B Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= B Seismic Coeff (Fa*Ss) = 0.37 ------------------------------- Designer JMR Detailer JMR 4/19/22 4/19/2022 DesCale.out Page 2 W22K0159A Design Loads For Building Components: 4/19/22 9:50am FRONT SIDEWALL: --------------- BASIC LOADS: Basic Wind-Load-Ratio Wind Deflect Factor 18.8 0.41 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right-Zone- Jamb/ Width Base Width Base Girt Panel Column 6.00 0.00 6.00 0.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 16.4 -18.1 Girt/Header 20.3 -22.0 Panel 16.4 -18.1 Jamb 0.0 0.0 Parapet BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind-Load-Ratio Wind Deflect Factor 18.8 0.41 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right-Zone- Jamb/ Width Base Width Base Girt Panel Column 6.00 0.00 6.00 0.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 16.4 -18.1 Girt/Header 20.3 -22.0 Panel 16.4 -18.1 Jamb 0.0 0.0 Parapet LEFT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind-Load-Ratio Load Load Load Load Load Wind Deflect Factor 3.5 5.0 18.5 31.5 0.0 18.8 0.41 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right-Zone- Jamb/ Width Base Width Base Girt Panel Column 6.00 0.00 6.00 0.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 5.00 0.00 0.00 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 4/19/2022 DesCalc.out Page 3 16.4 -18.1 Column 16.4 -18.1 Girt/Header 16.4 -18.1 Jamb 20.3 -22.0 Panel 43.3 -27.7 Parapet 29.8 -19.9 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_l-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.41 -0.66 0.77 -0.24 -0.66 -0.66 0.00 2 -0.69 -1.21 -0.33 -0.85 -0.69 -1.21 0.00 3 -0.59 0.45 -0.23 0.79 -0.66 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add-Snow- Wind-1 Wind-2 Long-Wind Column Wind Long Tran Aux_L oad No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id C oef 112 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 4 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 5 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 .00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 7 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 8 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 .00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 4/19/2022 DesCalc.out Page 4 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 .00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 34 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 36 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 40 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 43 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 .00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 51 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 52 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 .00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 nn 4/19/2022 DesCalc.out Page 5 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 .00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 69 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0 .00 70 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0 .00 71 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 72 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 73 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 74 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 75 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0 .00 76 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0 .00 77 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 78 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 79 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 80 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 81 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 82 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 85 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 86 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 87 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 88 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 90 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 91 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 92 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 93 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 94 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 95 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 96 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 97 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 98 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0 nn 4/19/2022 DesCalc.out Page 6 99 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0 .00 100 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0 .00 101 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 102 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 103 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 104 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 105 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 106 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 .00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 109 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 110 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 111 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 112 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 AUXILIARY LOADS: No. Aux Aux No. Add-Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y Conc Add Id Id Load Type W1 W2 Co Dll D12 Dist 2 1 2 U_SNOW D -0.20 -0.20 -0.04 0.00 60.05 2 2 DRIFT D -0.22 -0.22 -0.04 0.00 60.05 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind-Load-Ratio Load Load Load Load Load Wind Deflect Factor 3.5 5.0 20.0 31.5 0.0 18.8 0.41 0.60 EDGE ZONE: -----Wind Ratio---- --Left_Zone-- --Right-Zone- Jamb/ Width Base Width Base Girt Panel Column 6.00 0.00 6.00 0.00 1.07 1.23 1.07 BASIC LOADS AT SAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 5.00 0.00 1.37 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 16.4 -18.1 Column 16.4 -18.1 Girt/Header 16.4 -18.1 Jamb 20.3 -22.0 Panel 43.3 -27.7 Parapet 29.8 -19.9 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long--Wind- Surface 4/19/2022 DesCalc.out page 7 Id Left Right Left Right 1 2 Friction 1 0.45 -0.59 0.79 -0.23 -0.66 -0.66 0.00 2 -1.21 -0.69 -0.85 -0.33 -0.69 -1.21 0.00 3 -0.66 0.41 -0.24 0.77 -0.66 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add-Snow- Wind-1 Wind-2 Long-Wind Column-Wind Long Iran Aux_L oad No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id C oef 118 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 4 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 5 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 .00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 7 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 8 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 .00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 nn 4/19/2022 DesCalc.out Page 8 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 34 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 36 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 40 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 43 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 .00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 51 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0 .00 52 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0 .00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0 .00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0 .00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0 .00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0 .00 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 nn 4/19/2022 DesCalc.out Page 9 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 69 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0 .00 70 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0 .00 71 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 72 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 73 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 74 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 75 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0 .00 76 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0 .00 77 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 78 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 79 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 80 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 81 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 82 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 85 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 86 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 87 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 88 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 89 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 90 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 91 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 92 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 93 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0 .00 94 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0 .00 95 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 96 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 97 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 98 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0 .00 99 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0 .00 100 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0 .00 101 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1 .00 102 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1 .00 103 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1 nn 4/19/2022 DesCalc.out Page 10 104 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1 .00 105 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1 .00 106 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1 .00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 109 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0 .00 110 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0 .00 111 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 .00 112 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0 .00 113 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0 .00 114 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0 .00 115 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 116 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 117 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0 .00 118 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0 .00 AUXILIARY LOADS: No. Aux Aux No. Add-Load Aux Id Name Load Id Coeff 5 1 MIN_SNOW 1 1 1.00 2 E2PAT_SL_l 1 2 0.50 3 E2PAT_SL_2 1 4 0.50 4 E2PAT_SL_3 2 2 0.50 3 0.50 5 E2PAT_SL_4 2 3 0.50 4 0.50 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y Conc Add Id Id Load Type W1 W2 Co D11 D12 Dist 5 1 2 U_SNOW D -0.19 -0.19 0.04 0.00 60.05 2 2 U_SNOW D -0.30 -0.30 0.04 0.00 21.02 3 2 U_SNOW D -0.30 -0.30 0.04 21.02 39.53 4 2 U_SNOW D -0.30 -0.30 0.04 39.53 60.05 5 2 DRIFT D -0.22 -0.22 0.04 0.00 60.05 ROOFDES: BASIC LOADS: Dead Coll Live Snow Rain Basic Wind-Load-Ratio Surface Seis o Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 3.5 5.0 20.0 31.5 0.0 19.9 0.41 0.00 0.00 1.000 0.20 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct-Roof 16.0 -17.5 Purlins 16.0 -20.3 Panels 12.2 -2.3 -13.7 Long Bracing, Building 16.6 -5.3 Long Bracing, Wall Edge Zone 29.8 -19.9 15.9 Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 4/19/2022 DesCalc.out Page 11 1 2 10 1 0.00 0.00 1.00 1.45 1.00 1.74 7 5.01 15.04 1.00 2.15 1.00 3.13 8 5.01 15.04 1.00 2.15 1.00 3.13 9 5.01 15.04 1.00 2.15 1.00 3.13 10 5.01 15.04 1.00 2.15 1.00 3.13 11 10.02 5.01 1.00 2.15 1.00 3.13 12 10.02 5.01 1.00 2.15 1.00 3.13 13 10.02 5.01 1.00 2.15 1.00 3.13 14 10.02 5.01 1.00 2.15 1.00 3.13 15 15.04 15.04 1.00 1.93 1.00 2.30 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.45 2 2 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add-Snow- Wind Wind Aux-Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 29 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 11 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0 0.00 12 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 14 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0 0.00 15 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 20 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 21 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 22 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 8 1.00 23 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 9 1.00 24 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 10 1.00 25 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 11 1.00 26 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 27 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 28 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 29 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 BRACING DESIGN LOADS: --Load- --Add-Snow- Wind Wind Seis Aux Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 18 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 12 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 13 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 14 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 15 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 -0.52 0 0.00 16 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 17 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 18 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 4/19/2022 DesCalc.out Page 12 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coef 11 1 MIN SNOW 1 1 1.00 2 PAT_SL_l 1 2 0.50 3 PAT_SL_2 1 10 0.50 4 PAT_SL_3 2 2 0.50 3 0.50 5 PAT_SL_4 2 3 0.50 4 0.50 6 PAT_SL_5 2 4 0.50 5 0.50 7 PAT_SL_6 2 5 0.50 6 0.50 8 PAT_SL_7 2 6 0.50 7 0.50 9 PAT_SL_8 2 7 0.50 8 0.50 10 PAT_SL_9 2 8 0.50 9 0.50 11 PAT_SL10 2 9 0.50 10 0.50 ADDITIONAL LOADS: No. Add Surf Basic Load Fy Dx Conc Add Id Id Load Type W1 W2 Dxl Dx2 Dist 11 1 2 U_SNOW D -20.0 -20.0 0.0 60.1 2 0 U_SNOW D -31.5 -31.5 0.0 18.2 3 0 U_SNOW D -31.5 -31.5 18.2 43.2 4 0 U_SNOW D -31.5 -31.5 43.2 68.2 5 0 U_SNOW D -31.5 -31.5 68.2 93.2 6 0 U_SNOW D -31.5 -31.5 93.2 118.2 7 0 U_SNOW D -31.5 -31.5 118.2 143.2 8 0 U_SNOW D -31.5 -31.5 143.2 168.2 9 0 U_SNOW D -31.5 -31.5 168.2 193.2 10 0 U_SNOW D -31.5 -31.5 193.2 211.3 11 2 DRIFT D -23.0 -23.0 0.0 60.1 RIGID FRAME - 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 3.5 5.0 12.0 31.5 0.0 19.9 0.41 0 BASIC LOADS AT EAVE: Seismic --Torsion-- --EW_Brace- Load Wind Seis Wind Seis 0.71 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf ---Wind_l-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long_Wind Surface Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.41 -0.59 0.77 -0.23 0.00 0.00 0.00 0.00 -0.66 -0.66 0.00 2 -0.69 -1.21 -0.33 -0.85 0.00 0.00 0.00 0.00 -0.69 -1.21 0.00 3 -0.59 0.41 -0.23 0.77 0.00 0.00 0.00 0.00 -0.66 -0.66 0.00 * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Iran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4/19/2022 DesCalc.out Page 13 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 10 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 11 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .60 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 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67 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 68 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 69 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 70 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 71 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 1.75 0.00 0.00 0 0.00 72 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -1.75 0.00 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add-Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 4/19/2022 DesCalc.out Page 15 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type W1 W2 Co Dll D12 Dist 2 1 2 U_SNOW D -0.20 -0.20 -0.042 0.00 60.05 2 2 DRIFT D -0.23 -0.23 -0.042 0.00 60.05 RIGID FRAME - 2: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 3.5 5.0 12.0 31.5 0.0 19.9 0.41 0 BASIC LOADS AT EAVE: Seismic --Torsion-- --EW_Brace- Load Wind Seis Wind Seis 1.36 0.00 0.00 2.66 1.37 WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long-Wind Surface Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.24 -0.59 0.64 -0.14 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 2 -0.55 -0.87 -0.19 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 3 -0.52 0.28 -0.12 0.74 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 10 1.00 1.00 0.00 0.00 0.01 0.00 0.00 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0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0:00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 55 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 tin n nn n nn n nn n n nn 4/19/2022 DesCalc.out Page 17 56 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .60 0.00 0.00 0.00 0 0.00 57 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 58 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 59 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.70 0.00 0.00 0 0.00 60 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.70 0.00 0.00 0 0.00 61 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 62 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 63 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 64 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 65 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 66 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 67 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 68 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 69 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 70 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 71 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 1.75 0.00 0.00 0 0.00 72 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -1.75 0.00 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add-Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type W1 W2 Co D11 D12 Dist 2 1 2 U_SNOW D -0.50 -0.50 -0.042 0.00 60.05 2 2 DRIFT D -0.57 -0.57 -0.042 0.00 60.05 4/19/2022 DesCalc.out Page 18 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Reactions, Anchor Bolts, & Base Plates: 4/19/22 9:50am ----- -----Foundation_Loads(k )----- --------- ----------------- Frame Col Max_Pos Val Max_Neg_Val Anc._Bolt Base-Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 10 D 9 1.6 -0.9 10 -1.4 -0.9 4 0.750 8.00 8.25 0.375 1 0.0 6.4 9 1.6 -0.9 10 C 11 2.9 -2.2 12 -2.6 -2.2 4 0.750 8.00 8.25 0.375 1 0.0 15.0 9 2.9 -2.2 10 B 9 2.9 -1.9 10 -2.6 -1.9 4 0.750 8.00 8.25 0.375 1 0.0 15.0 9 2.9 -1.9 10 A 11 1.7 -0.8 12 -1.5 -0.8 4 0.750 8.00 8.25 0.375 1 0.0 6.3 11 1.7 -0.8 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 A 1 6.5 22.5 2 -2.3 -0.5 4 0.750 10.00 12.75 0.375 3 -0.2 -3.1 1 D 4 2.6 -2.5 1 -6.5 22.1 4 0.750 8.00 12.63 0.375 1 -6.5 22.1 5 2.5 -4.0 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 2* A 1 18.1 54.7 2 -5.2 -1.0 4 1.000 10.00 13.00 0.500 6 0.0 -11.5 2* D 4 6.3 -4.1 1 -18.1 54.0 4 1.000 8.00 13.00 0.500 1 -18.1 54.0 6 0.0 -10.3 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ----------------------------------------------------------------------------- 2* Frame Lines:2 3 4 5 6 7 8 9 LOAD COMBINATIONS: ------------------ Id Combination ---- ------------------------------ 1 Dead+Collateral+Snow+Snow_Drift 2 0.6Dead+0.6Wind_Left2 3 0.6Dead+0.6Wind_Long2L 4 0.6Dead+0.6Wind_Right2 5 0.6Dead+0.6Wind_Rightl 6 0.03Dead+1.75Seismic_LongL 7 Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2L 8 Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2L 9 0.6Dead+0.6Wind_Suction+0.6Wind Long2L 10 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L 11 0.6Dead+0.6Wind_Leftl+0.6Wind_Suction 12 0.6Dead+0.6Wind Leftl+0.6Wind Pressure -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Bracing Reactions Report: 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L_EW 1 (h) F_SW D 3 ,4 3.41 3.14 6.47 5.97 6 ,7 3.41 3.14 6.47 5.97 R_EW 10 (i) B_SW A 7 ,6 3.54 3.62 6.54 6.69 3 ,2 3.54 3.62 6.54 6.69 4/19/2022 DesCalc.out Page 19 ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- (h)Rigid frame at endwall (i)Bracing in roof to rigid frame Reaction values shown are unfactored. Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 W22K0159A Additional Reactions Report: 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- ----Snow--- -Snow-Drift Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 A 0.6 2.8 0.5 1.7 1.2 4.0 3.2 10.4 2.3 7.6 1 D -0.6 2.4 -0.5 1.6 -1.2 4.0 -3.2 10.4 -2.3 7.6 Frame Col Wind_Leftl Wind_Rightl Wind_Left2 Wind_Right2 Wind_Longl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 A -4.3 -6.0 0.5 -6.9 -4.5 -3.6 0.3 -4.5 0.3 -4.5 1 D -1.8 -3.1 4.7 -9.0 -1.6 -0.7 4.9 -6.6 -0.3 -4.5 Frame Col Wind_Long2 -Seis_Left- -Seis_Right -MIN_SNOW- Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- 1 A -0.9 -8.1 -0.8 -0.7 0.8 0.7 2.0 6.6 1 D 0.6 -7.8 -0.8 0.7 0.8 -0.7 -2.0 6.6 ------------------------------------------------------------------------------ Frame Col ----Dead--- Collateral ----Live--- ----Snow--- -Snow-Drift Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A 1.4 5.5 1.4 4.1 3.4 9.9 8.8 26.1 6.4 19.0 2* D -1.4 5.1 -1.4 4.1 -3.4 9.9 -8.8 25.9 -6.5 18.9 Frame Col Wind_Leftl Wind_Rightl Wind_Left2 Wind_Right2 Wind_Longl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A -9.5 -13.0 3.5 -10.6 -10.1 -7.1 2.6 -4.8 1.0 -9.0 2* D -4.9 -5.0 11.0 -17.9 -4.4 0.9 11.9 -12.0 -0.9 -9.1 Frame Col Wind_Long2 -Seis_Left- -Seis_Right -MIN_SNOW- Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- 2* A -1.0 -14.4 -2.2 -1.9 2.2 1.9 5.6 16.5 2* D 0.7 -14.1 -2.3 1.9 2.3 -1.9 -5.6 16.5 ------------------------------------------------------------------------------ 2* Frame Lines:2 3 4 5 6 7 8 9 Endwall Column Reactions(k ) ----------------------------- Snow Wind Wind Wind Frame Col Dead Collat Live Snow Drift Leftl Rightl Left2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 10 D 0.8 0.5 1.9 3.0 2.2 -2.1 -1.2 -1.4 4/19/2022 DesCalc.out Page 20 10 C 1.5 1.1 4.5 7.1 5.2 -5.2 -2.9 -3.6 10 B 1.9 1.1 4.4 7.0 5.1 -5.0 -2.9 -3.5 10 A 0.8 0.5 1.9 2.9 2.1 -2.1 -1.3 -1.5 Wind Wind Wind Wind Wind Seismic Seismic Frame Col Right2 Press Suct Longl Long2 Left Right Line Line Vert Horz Horz Vert Vert Vert Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- 10 D -0.5 -2.3 2.7 -1.3 -2.2 0.01 0.05 10 C -1.3 -4.3 4.8 -2.9 -5.2 0.02 -0.02 10 B -1.4 -4.4 4.8 -2.9 -5.0 0.02 -0.02 10 A -0.7 -2.5 2.9 -1.1 -2.0 -0.05 -0.01 Frame Col --MIN_SNOW-- -E2PAT_SL_1- -E2PAT_SL_2- -E2PAT_SL_3- Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 10 D 0.0 1.9 0.0 1.6 0.0 0.1 0.0 1.4 10 C 0.0 4.5 0.0 2.2 0.0 -0.4 0.0 3.9 10 B 0.0 4.4 0.0 -0.4 0.0 2.2 0.0 1.3 10 A 0.0 1.9 0.0 0.1 0.0 1.5 0.0 -0.1 Frame Col -E2PAT_SL_4- Line Line Horz Vert ----- ---- ----- ----- 10 D 0.0 -0.1 10 C 0.0 1.3 10 B 0.0 3.9 10 A 0.0 1.4 ------------------------------------------------------------------------------ W22K0159A Seismic Design Report: 4/19/22 9:50am Building Data ------------- Code =IBC 18 Length = 211.33 Width = 60.00 Left Eave Height = 27.56 Right Eave Height = 25.06 Seismic Formula --------------- Base Shear, V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Shc*Ie*W/(T*R) T(Moment_Frame) = 0.383 Shear Force, E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced Frame) = 0.232 Shear Force, Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Fa*Ss = 0.371 Zone/Design Category= B Ie = 1.000 S1 = 0.067 Shc = 0.107 Sds = 0.248 Seismic Dead Load, W -------------------- 4/19/2022 DesCalc.out Page 21 Frame Dead = 5.00 (psf ) Roof Dead = 3.50 (psf ) Collateral = 5.00 (psf ) Snow ( 20s)= 6.30 (psf ) Roof Total = 19.80 (psf ) , Weight= 251.06 (k ) Left EW Dead = 5.00 (psf ) , Weight= 3.95 (k ) Front SW Dead = 5.00 (psf ) , Weight= 13.24 (k ) Right EW Dead = 5.00 (psf ) , Weight= 3.95 (k ) Back SW Dead = 5.00 (psf ) , Weight= 14.56 (k ) Total = 286.76 (k ) Seismic Forces -------------- Roof Bracing R = 3.00, Rho= 1.00 Cs = 0.0825 W = 258.96 (k ) Force, V = 21.36 (k ) Force, E = 21.36 (k ) Sidewall Bracing Front R = 3.00, Rho= 1.00 Cs = 0.0825 W = 142.65 (k ) Force, V = 11.77 (k ) Force, Em = 11.77 (k ) Force, E = 11.77 (k ) Back R = 3.00, Rho= 1.00 Cs = 0.0825 W = 144.11 (k ) Force, V = 11.89 (k ) Force, Em = 11.89 (k ) Force, E = 11.89 (k ) Endwall Bracing Right R = 3.00, Rho= 1.00, Omega= 2.50 Cs = 0.0825 W = 16.61 (k ) Force, V = 1.37 (k ) Force, Em = 3.43 (k ) Force, E = 1.37 (k ) Rigid Frames R = 3.00, Rho= 1.00 Cs = 0.0825 Frame 1 W = 17.21 (k ) Force, V = 1.42 (k ) Force, E = 1.42 (k ) Frame 2 W = 32.97 (k ) Force, V = 2.72 (k ) Force, E = 2.72 (k ) End Plates Frame R = 3.00, Rho= 1.00, Omega= 1.00 Total Base Shear Longitudinal Force, V = 23.66 (k ) Transverse Force, V = 24.55 (k ) 4/19/2022 SwDes-F.out Page I *W22K0159A Sidewall Design Input 4/19/22 9:49am *( 1)JOBID: 'W22K0159A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' 118' 'NYBC 20 ' 'B ' *( 4)DESIGN CONSTANTS: * ---Strength-Factors-- Stress-Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- Wall Facia Wall Facia 90. 90. 60. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel IV' '2' '3' IV ' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 60.0000 211.3333 'Y ' '-' 0.000 16.000 'N ' '-' 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y Coord Offset 3 0.0000 27.5625 8.000 60.0000 25.0625 8.000 60.0000 0.0000 8.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 9 18.1667 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 18.1667 1 *(11)WALL OPENINGS: * Bay Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Width Height Offset Type Height Elev Depth Opt Type Part 6 1 2 12.0000 14.0000 6.5000 81 0.0000 0.000 0.000 'Y' 'CU' IF0BC075' ICU, 'F08C075' ICU, ---------- ICU, '--------' 2 8 1.8333 22.5000 23.1667 37 19.5000 0.000 0.000 'Y' ICU' '--------' ICU' '--------' 4/19/2022 SwDes-F.out Page 2 ICU, '--------' ICU, '--------' 3 8 1.8333 7.5000 23.1667 37 3.7500 0.000 0.000 'Y' ICU, '--------' 'CU' '--------' ICU, '--------' ICU' '--------' 4 9 3.3333 7.1667 13.1667 11 0.0000 0.000 0.000 'Y' ICU' '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' 5 9 13.1667 7.5000 0.0000 37 3.7500 0.000 0.000 'Y' ICU' '--------' ICU, '--------' ICU' '--------' ICU' '--------' 6 9 16.1667 22.5000 0.0000 37 19.5000 0.000 0.000 'Y' ICU, '--------' 'CU' '--------' 'CU' '--------' ICU' '--------' *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full-Load ----Panel---- Deflect-Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 10.0000 8.000 0.0000 7.5000 *(14)GIRT LOCATION: * Set * Loc No. Location IV 7.5000 13.3333 19.1667 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 6 2 2 7.5000 'ZO' '-' '-' '-' 2 2 13.3333 'ZO' '-' '-' '-' 8 9 7.5000 'CO' '-' '08C067' '-' 1 7 3.7500 'ZO' '-' '-' '-' 8 9 3.7500 'CO' 'D' '-' '-' 3 7 7.5000 'ZB' '-' '08Z060' '-' *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam 'AW6-80 ' '-' 'Y' 0.000 'O' 1.000 '--------' 'Y' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 1 1 9 8.0000 'CL6- I 'C' *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical-Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: * ---Deflection--- Wind * Basic Load Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 4/19/2022 SwDes-Rout Page 3 18.8 1.00 0.41 1.00 0.60 5.00 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right-Zone- Jamb/ * Width Base Width Base Girt Panel Column 6.000 0.000 6.000 0.000 1.07 1.23 1.07 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 16.4 -18.1 Girt/Header 20.3 -22.0 Panel 16.4 -18.1 Jamb 0.0 0.0 Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion-Location 0 *(27)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' 'H1040 10.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1040 ' 0.216 2.800 0.438 12.000 0.000 0.000 *(30)GIRT LAYOUT: * Bay -----Extend---- Frame-Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * NY_NYBC.20 * EW IBC.18 Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Design Code 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: -------------- Wind Code NYBC 20 (IBC 18) Seismic Zone B MODULUS OF ELASTICITY: ---------------------- 4/19/2022 SwDes-F.out Page 4 Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) W22KO159A Wall 2 - Bypass Girt Layout 4/19/22 9:50am GIRT LAYOUT: ------------ Des Bay Bay--Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 3.75 1 1 08Z054 1.33 18.17 16.83 0.00 0.00 43.5 WS 0.38 Moment D 2 2 08Z054 0.00 6.50 6.17 0.00 0.00 15.9 WS 0.07 Shear D 3 2 08Z054 18.50 25.00 6.17 0.00 0.00 15.9 WS 0.07 Shear D 4 3 08Z054 0.00 25.00 25.00 0.00 0.00 64.6 WS 0.83 Moment D 5 4 08ZO54 0.00 25.00 25.00 0.00 0.00 64.6 WS 0.83 Moment D 6 5 08Z054 0.00 25.00 25.00 0.00 0.00 64.6 WS 0.83 Moment D 7 6 08Z054 0.00 25.00 25.00 0.00 0.00 64.6 WS 0.83 Moment D 8 7 08Z054 0.00 25.00 25.00 0.00 0.00 64.6 WS 0.83 Moment D 9 8 08C060 0.00 25.00 25.00 0.00 0.00 71.8 WS 0.64 Moment D 10 9 08C060 0.00 13.17 12.83 0.00 0.00 36.9 WS 0.17 Moment D 11 9 08C060 16.50 18.17 1.33 0.00 0.00 3.8 WP 0.01 Shear D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 12 1 08Z054 1.33 18.17 16.83 0.00 0.00 43.5 WS 0.49 Moment D 13 2 08ZO54 0.00 6.50 6.17 0.00 0.00 15.9 WP 0.08 Shear D 14 2 08Z054 18.50 25.00 6.17 0.00 0.00 15.9 WP 0.08 Shear D 15 3 08Z060 0.00 25.00 25.00 0.00 1.19 75.2 WS 0.63 Mom+Shr D 4 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.64 Mom+Shr D 5 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.46 Mom+Shr D 6 08Z060 0.00 25.00 25.00 1.19 1.19 78.6 WS 0.64 Mom+Shr D 7 08Z060 0.00 25.00 25.00 1.19 0.00 75.2 WS 0.63 Mom+Shr D 16 8 08C067 0.00 25.00 25.00 0.00 0.00 80.2 WS 0.71 Moment U 17 9 08C067 0.00 18.17 17.83 0.00 0.00 57.2 WS 0.45 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 13.33 18 1 08Z054 1.33 18.17 16.83 0.00 0.00 43.5 WS 0.87 Moment D 19 2 08Z054 0.00 6.50 6.17 0.00 0.00 15.9 WS 0.10 Shear D 20 2 08Z054 18.50 25.00 6.17 0.00 0.00 15.9 WS 0.10 Shear D 21 3 08Z060 0.00 25.00 25.00 0.00 1.19 75.2 WS 0.90 Moment D 4 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WP 0.95 Moment D 5 08ZO54 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.75 Mom+Shr D 6 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.75 Mom+Shr D 7 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.75 Mom+Shr D 8 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.75 Mom+Shr D 9 08Z054 0.00 18.17 17.83 1.19 0.00 49.2 WS 0.67 Mom+Shr D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 19.17 22 1 08ZO75 1.33 18.17 16.83 0.00 1.19 64.7 WP 0.89 Moment D 2 08Z075 0.00 25.00 25.00 1.19 1.19 98.2 WS 0.96 Moment D 3 08Z075 0.00 25.00 25.00 1.19 1.19 98.2 WP 0.88 Moment D 4 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.77 Mom+Shr D 5 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.77 Mom+Shr D 6 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.72 Mom+Shr D 7 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.74 Mom+Shr D 8 08Z054 0.00 25.00 25.00 1.19 1.19 70.7 WS 0.74 Mom+Shr D 9 08ZO54 0.00 18.17 17.83 1.19 0.00 49.2 WS 0.66 Mom+Shr D WP - 0.6Wind_Pressure WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: ------------------------- GIRTS AT T-6" SIZED AS IF 3'-9" No.-Brace/Bay GIRT NOT PRESENT. 1 2 3 4 5 6 7 8 9 --- --- --- --- --- --- --- --- --- 0 0 0 0 0 0 0 0 0 W22K0159A Wall 2 - Girt Design 1 (Locate 3.75) 4/19/22 9:50am 4/19/2022 SwDes-F.out Page 5 GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 OBZ054 3.7500 16.83 3.75 0 43.5 0.65 0.64 43.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.31 -0.31 0.00 -1.31 8.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.31 1.90 0.16 MidS -1.31 4.05 0.32 LLap 0.26 -0.32 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.35 0.34 0.00 1.46 8.53 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.35 1.90 0.19 MidS 1.46 3.82 0.38 LLap 0.29 0.35 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.22 2.24 0.24 2.24 4/19/2022 SwDes-F.out Page 6 W22K0159A Wall 2 - Girt Design 2 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 3.7500 6.17 3.75 0 15.9 0.65 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.11 -0.11 0.00 -0.18 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.11 1.90 0.06 MidS -0.18 4.05 0.04 RLap 0.04 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.13 0.13 0.00 0.19 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.13 1.90 0.07 MidS 0.19 3.82 0.05 LLap 0.05 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup, LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.00 0.82 0.00 0.82 4/19/2022 SwDes-F.out Page 7 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 3 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 3.7500 6.17 3.75 0 15.9 0.65 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.11 -0.11 0.00 -0.18 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.11 1.90 0.06 MidS -0.18 4.05 0.04 LLap 0.04 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.13 0.13 0.00 0.19 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.13 1.90 0.07 MidS 0.19 3.82 0.05 RLap 0.05 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.00 0.82 0.00 0.82 4/19/2022 SwDes-F.out Page 8 W22K0159A Wall 2 - Girt Design 4 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z054 3.7500 25.00 3.75 0 64.6 0.65 0.64 64.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.46 1.90 0.24 MidS -2.88 4.05 0.71 LLap 0.55 -1.53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.51 1.90 0.27 MidS 3.18 3.82 0.83 LLap 0.60 1.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 -1.05 3.33 1.16 3.33 4/19/2022 SwDes-F.out page 9 W22K0159A Wall 2 - Girt Design 5 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08Z054 3.7500 25.00 3.75 0 64.6 0.65 0.64 64.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.46 1.90 0.24 MidS -2.88 4.05 0.71 LLap 0.55 -1.53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.51 1.90 0.27 MidS 3.18 3.82 0.83 LLap 0.60 1.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- 4 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 -1.05 3.33 1.16 3.33 4/19/2022 SwDes-Kout Page 10 W22K0159A Wall 2 - Girt Design 6 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 5 08Z054 3.7500 25.00 3.75 0 64.6 0.65 0.64 64.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left •Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.46 1.90 0.24 MidS -2.88 4.05 0.71 LLap 0.55 -1.53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup -0.51 1.90 0.27 MidS 3.18 3.82 0.83 LLap 0.60 1.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 5 -1.05 3.33 1.16 3.33 4/19/2022 SwDes-F.out Page 11 W22K0159A Wall 2 - Girt Design 7 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 6 08Z054 3.7500 25.00 3.75 0 64.6 0.65 0.64 64.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 6 LSup 0.46 1.90 0.24 MidS -2.88 4.05 0.71 LLap 0.55 -1.53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 6 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 6 LSup -0.51 1.90 0.27 MidS 3.18 3.82 0.83 LLap 0.60 1.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 6 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 6 -1.05 3.33 1.16 3.33 4/19/2022 SwDes-F.out Page 12 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 8 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 7 08Z054 3.7500 25.00 3.75 0 64.6 0.65 0.64 64.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 7 LSup 0.46 1.90 0.24 MidS -2.88 4.05 0.71 LLap 0.55 -1.53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 7 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 7 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 7 LSup -0.51 1.90 0.27 MidS 3.18 3.82 0.83 LLap 0.60 1.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 7 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 7 -1.05 3.33 1.16 3.33 4/19/2022 SwDes-F.out Page 13 W22K0159A Wall 2 - Girt Design 9 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 8 08C060 3.7500 25.00 3.75 0 71.8 0.65 0.64 71.8 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 0.46 -0.46 0.00 -2.88 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup 0.46 2.61 0.18 MidS -2.88 4.97 0.58 RLap 0.44 -1.41 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 -0.51 0.51 0.00 3.18 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup -0.51 2.61 0.20 MidS 3.18 4.97 0.64 LLap 0.49 1.55 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 8 -0.96 3.33 1.06 3.33 4/19/2022 SwDes-F.out Page 14 W22K0159A Wall 2 - Girt Design 10 (Locate 3.75) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 9 08C060 3.7500 12.83 3.75 0 36.9 0.65 0.64 36.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 0.24 -0.24 0.00 -0.76 6.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 LSup 0.24 2.61 0.09 MidS -0.76 4.97 0.15 LLap 0.12 -0.10 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 12.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 -0.26 0.26 0.00 0.84 6.39 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 RSup 0.26 2.61 0.10 MidS 0.84 4.97 0.17 RLap 0.14 0.11 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 12.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 9 -0.07 1.71 0.07 1.71 4/19/2022 SwDes-F.out Page 15 W22K0159A Wall 2 - Girt Design 11 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 9 08C060 3.7500 1.33 3.75 0 3.8 0.65 0.64 3.8 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 0.02 -0.02 0.00 -0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 LSup 0.02 2.61 0.01 MidS -0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 1.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 -0.03 0.03 0.00 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 LSup -0.03 2.61 0.01 MidS 0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup, LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 1.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 9 0.00 0.18 0.00 0.18 4/19/2022 SwDes-Rout Page 16 W22K0159A Wall 2 - Girt Design 12 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z054 7.5000 16.83 4.79 0 43.5 0.65 0.64 43.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.40 -0.40 0.00 -1.67 8.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.40 1.90 0.21 MidS -1.67 4.05 0.41 RLap 0.33 -0.40 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.45 0.44 0.00 1.86 8.53 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.45 1.90 0.24 MidS 1.86 3.82 0.49 LLap 0.37 0.45 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.28 2.24 0.31 2.24 4/19/2022 SwDes-F.out Page 17 W22K0159A Wall 2 - Girt Design 13 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 7.5000 6.17 4.79 0 15.9 0.65 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.15 -0.15 0.00 -0.22 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.15 1.90 0.08 MidS -0.22 4.05 0.06 RLap 0.06 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.16 0.16 0.00 0.25 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.16 1.90 0.08 MidS 0.25 3.82 0.06 LLap 0.06 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Mom1/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.00 0.82 0.01 0.82 4/19/2022 SwDes-F.out Page 1S -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 14 (Locate 7.50) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 7.5000 6.17 4.79 0 15.9 0.65 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.15 -0.15 0.00 -0.22 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.15 1.90 0.08 MidS -0.22 4.05 0.06 RLap 0.06 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.16 0.16 0.00 0.25 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC .Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.16 1.90 0.08 MidS 0.25 3.82 0.06 LLap 0.06 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.00 0.82 0.01 0.82 4/19/2022 SwDes-F.out Page 19 W22K0159A Wall 2 - Girt Design 15 (Locate 7.50) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z060 7.5000 25.00 1.19 4.79 0 75.2 0.70 0.70 4 08Z060 7.5000 25.00 1.19 1.19 4.79 0 78.6 0.70 0.70 5 08Z060 7.5000 25.00 1.19 1.19 4.79 0 78.6 0.70 0.70 6 08Z060 7.5000 25.00 1.19 1.19 4.79 0 78.6 0.70 0.70 7 08Z060 7.5000 25.00 1.19 4.79 0 75.2 0.70 0.70 386.3 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.46 -0.66 -0.72 0.00 -2.22 9.71 2.46 3.28 4 0.62 0.57 -0.50 -0.55 3.28 2.58 -0.85 13.24 1.78 2.41 5 0.59 0.53 -0.53 -0.59 2.41 1.74 -1.27 12.50 1.74 2.41 6 0.55 0.50 -0.57 -0.62 2.41 1.78 -0.85 11.76 2.58 3.28 7 0.72 0.66 -0.46 3.28 2.46 -2.22 15.29 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap -0.66 2.61 0.26 RLap 2.46 4.33 0.57 RLap 0.58 -0.82 4 LLap 0.57 2.61 0.22 LLap 2.58 4.33 0.60 LLap 0.58 -0.13 5 LLap 0.53 2.61 0.20 LLap 1.74 4.33 0.40 LLap 0.42 -0.38 6 RLap -0.57 2.61 0.22 RLap, 2.58 4.33 0.60 RLap 0.58 -0.13 7 LLap 0.66 2.61 0.26 LLap 2.46 4.33 0.57 LLap 0.58 -0.82 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap, RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 0.69 2.65 1.89 0.37 4 0.69 2.65 1.89 0.37 0.51 2.65 1.89 0.27 5 0.51 2.65 1.89 0.27 0.51 2.65 1.89 0.27 6 0.51 2.65 1.89 0.27 0.69 2.65 1.89 0.37 7 0.69 2.65 1.89 0.37 4/19/2022 SwDes-Rout Page 20 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.51 0.73 0.80 0.00 2.45 9.71 -2.72 -3.63 4 -0.69 -0.63 0.55 0.61 -3.63 -2.84 0.94 13.24 -1.97 -2.66 5 -0.65 -0.59 0.59 0.65 -2.66 -1.92 1.41 12.50 -1.92 -2.66 6 -0.61 -0.55 0.63 0.69 -2.66 -1.97 0.94 11.76 -2.84 -3.63 7 -0.80 -0.73 0.51 -3.63 -2.72 2.45 15.29 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap 0.73 2.61 0.28 RLap -2.72 4.56 0.60 RLap 0.63 0.91 4 LLap -0.63 2.61 0.24 LLap -2.84 4.56 0.62 LLap 0.64 0.15 5 LLap -0.59 2.61 0.23 LLap -1.92 4.56 0.42 LLap 0.46 0.42 6 RLap 0.63 2.61 0.24 RLap -2.84 4.56 0.62 RLap 0.64 0.15 7 LLap -0.73 2.61 0.28 LLap -2.72 4.56 0.60 LLap 0.63 0.91 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 0.76 2.65 1.89 0.40 4 0.76 2.65 1.89 0.40 0.56 2.65 1.89 0.30 5 0.56 2.65 1.89 0.30 0.56 2.65 1.89 0.30 6 0.56 2.65 1.89 0.30 0.76 2.65 1.89 0.40 7 0.76 2.65 1.89 0.40 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 -0.56 3.33 0.62 3.33 4 -0.09 3.33 0.10 3.33 5 -0.26 3.33 0.29 3.33 6 -0.09 3.33 0.10 3.33 7 -0.56 3.33 0.62 3.33 W22K0159A Wall 2 - Girt Design 16 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor 4/19/2022 SwDes-F.out Page 21 Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 8 08C067 7.5000 25.00 4.79 0 80.2 0.65 0.64 80.2 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 0.59 -0.59 0.00 -3.68 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup 0.59 3.63 0.16 MidS -3.68 5.69 0.65 LLap 0.49 -1.61 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 -0.65 0.65 0.00 4.07 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup -0.65 3.63 0.18 MidS 4.07 5.69 0.71 RLap 0.54 1.78 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 8 -1.10 3.33 1.22 3.33 --------------- W22K0159A Wall 2 - Girt Design 17 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available 4/19/2022 SwDes-F.out Page 22 Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 9 08C067 7.5000 17.83 4.79 0 57.2 0.65 0.64 57.2 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 0.46 -0.58 0.00 -2.29 9.66 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 RSup -0.58 3.63 0.16 MidS -2.29 5.69 0.40 RLap 0.36 -0.51 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 17.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9 -0.52 0.67 0.00 2.57 9.69 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 9 RSup 0.67 3.63 0.18 MidS 2.57 5.69 0.45 RLap 0.41 0.58 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9 17.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 9 -0.35 2.38 0.39 2.38 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 18 (Locate 13.33) 4/19/22 9:50am -------------------------------------------------------------------------------- GIRT LAYOUT: 4/19/2022 SwDes-F.out Page 23 ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z054 13.3333 16.83 5.83 0 43.5 0.00 0.64 43.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.48 -0.48 0.00 -2.03 8.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.48 1.90 0.25 MidS -2.03 4.05 0.50 LLap 0.40 -0.49 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.'55 0.54 0.00 2.27 8.53 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.55 1.90 0.29 MidS 2.27 2.61 0.87 LLap 0.45 0.55 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup, LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 16.8 16.8 16.8 16.8 16.8 1.00 1.00 1.00 1.00 1.00 1.13 1.13 1.13 1.13 1.13 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.33 2.24 0.37 2.24 W22KO159A Wall 2 - Girt Design 19 (Locate 13.33) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 4/19/2022 SwDes-F.out Page 24 GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 13.3333 6.17 5.83 0 15.9 0.00 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.18 -0.18 0.00 -0.27 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.18 1.90 0.09 MidS -0.27 4.05 0.07 RLap 0.07 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.20 0.20 0.00 0.30 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.20 1.90 0.10 MidS 0.30 3.07 0.10 RLap 0.08 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup, LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 6.2 6.2 6.2 6.2 6.2 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.01 0.82 0.01 0.82 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 4/19/2022 SwDes-F.out Page 25 W22K0159A Wall 2 - Girt Design 20 (Locate 13.33) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 13.3333 6.17 5.83 0 15.9 0.00 0.64 15.9 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.18 -0.18 0.00 -0.27 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.18 1.90 0.09 MidS -0.27 4.05 0.07 LLap 0.07 -0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.20 0.20 0.00 0.30 3.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.20 1.90 0.10 MidS 0.30 3.07 0.10 LLap 0.08 0.01 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 6.2 6.2 6.2 6.2 6.2 6.2 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.01 0.82 0.01 0.82 4/19/2022 SwDes-F.out Page 26 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 21 (Locate 13.33) 4/19/22 9:50am -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z060 13.3333 25.00 1.19 5.83 0 75.2 0.00 0.70 4 08Z054 13.3333 25.00 1.19 1.19 5.83 0 70.7 0.00 0.70 5 08Z054 13.3333 25.00 1.19 1.19 5.83 0 70.7 0.00 0.70 6 08Z054 13.3333 25.00 1.19 1.19 5.83 0 70.7 0.00 0.70 7 08Z054 13.3333 25.00 1.19 1.19 5.83 0 70.7 0.00 0.70 8 08Z054 13.3333 25.00 1.19 1.19 5.83 0 70.7 0.00 0.70 9 08Z054 13.3333 17.83 1.19 5.83 0 49.2 0.00 0.70 478.0 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.56 -0.81 -0.88 0.00 -2.72 9.73 2.98 3.98 4 0.76 0.69 -0.60 -0.67 3.98 3.11 -1.08 13.27 2.11 2.87 5 0.70 0.64 -0.66 -0.73 2.87 2.07 -1.45 12.27 2.37 3.20 6 0.72 0.65 -0.64 -0.71 3.20 2.38 -1.35 12.59 2.27 3.07 7 0.71 0.64 -0.65 -0.72 3.07 2.27 -1.34 12.41 2.39 3.21 8 0.73 0.66 -0.63 -0.70 3.21 2.38 -1.47 12.76 2.04 2.83 9 0.67 0.60 -0.35 2.83 2.08 -1.09 11.68 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap -0.81 2.61 0.31 RLap 2.98 3.87 0.77 RLap 0.70 -1.01 4 LLap 0.69 1.90 0.37 LLap 3.11 3.28 0.95 LLap 0.85 -0.21 5 RLap -0.66 1.90 0.35 RLap 2.37 3.32 0.71 RLap 0.68 -0.46 6 LLap 0.65 1.90 0.35 LLap 2.38 3.32 0.72 LLap 0.68 -0.39 7 RLap -0.65 1.90 0.35 RLap 2.39 3.31 0.72 RLap 0.68 -0.39 8 LLap 0.66 1.90 0.35 LLap 2.38 3.32 0.72 LLap 0.68 -0.47 9 LLap 0.60 1.90 0.32 LLap 2.08 3.32 0.62 LLap 0.60 -0.16 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 4.4 1.2 1.00 1.00 1.00 0.00 0.75 1.00 1.00 1.00 1.76 1.11 4 25.0 1.2 6.0 1.0 4.4 1.2 0.78 0.00 1.00 0.00 0.74 1.10 1.84 1.00 1.80 1.12 5 25.0 1.2 4.0 1.0 4.4 1.2 0.72 0.00 1.00 0.00 0.74 1.13 1.78 1.00 1.79 1.12 6 25.0 1.2 4.5 1.0 4.4 1.2 0.74 0.00 1.00 0.00 0.74 1.12 1.79 1.00 1.79 1.12 7 25.0 1.2 4.4 1.0 4.6 1.2 0.74 0.00 1.00 0.00 0.74 1.12 1.79 1.00 1.79 1.12 8 25.0 1.2 4.4 1.0 3.9 1.2 0.74 0.00 1.00 0.00 0.72 1.12 1.79 1.00 1.77 1.13 9 17.8 1.2 4.3 1.0 1.0 1.0 0.73 0.00 1.00 1.00 1.00 1.12 1.80 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 4/19/2022 SwDes-F.out Page 27 3 0.88 2.65 1.89 0.47 4 0.79 2.65 1.70 0.47 0.60 2.65 1.70 0.36 5 0.60 2.65 1.70 0.36 0.67 2.65 1.70 0.40 6 0.67 2.65 1.70 0.40 0.65 2.65 1.70 0.38 7 0.65 2.65 1.70 0.38 0.67 2.65 1.70 0.40 8 0.68 2.65 1.70 0.40 0.60 2.65 1.70 0.35 9 0.60 2.65 1.70 0.35 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.62 0.89 0.97 0.00 3.00 9.73 -3.29 -4.39 4 -0.84 -0.77 0.67 0.74 -4.39 -3.44 1.19 13.27 -2.33 -3.17 5 -0.78 -0.70 0.73 0.81 -3.17 -2.29 1.60 12.27 -2.61 -3.53 6 -0.80 -0.72 0.71 0.79 -3.53 -2.63 1.49 12.58 -2.50 -3.39 7 -0.79 -0.71 0.72 0.80 -3.39 -2.50 1.49 12.41 -2.63 -3.53 8 -0.81 -0.73 0.70 0.78 -3.53 -2.62 1.61 12.75 -2.26 -3.14 9 -0.75 -0.67 0.41 -3.14 -2.30 1.24 11.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap 0.89 2.61 0.34 MidS 3.00 3.34 0.90 RLap 0.77 1.11 4 LLap -0.77 1.90 0.40 LLap -3.44 4.05 0.85 LLap 0.94 0.23 5 RLap 0.73 1.90 0.39 RLap -2.61 4.05 0.64 RLap 0.75 0.50 6 LLap -0.72 1.90 0.38 LLap -2.63 4.05 0.65 LLap 0.75 0.43 7 RLap 0.72 1.90 0.38 RLap -2.63 4.05 0.65 RLap 0.75 0.43 8 LLap -0.73 1.90 0.39 LLap -2.62 4.05 0.65 LLap 0.75 0.51 9 LLap -0.67 1.90 0.35 LLap -2.30 4.05 0.57 LLap 0.67 0.19 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 19.5 19.5 19.5 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.00 1.00 4 25.0 1.0 1.0 12.3 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 5 25.0 1.0 1.0 14.2 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 6 25.0 1.0 1.0 13.7 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 7 25.0 1.0 1.0 13.7 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 8 25.0 1.0 1.0 14.3 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 9 17.8 1.0 1.0 12.1 12.1 12.1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 0.97 2.65 1.89 0.51 4 0.88 2.65 1.70 0.52 0.67 2.65 1.70 0.39 5 0.67 2.65 1.70 0.39 0.74 2.65 1.70 0.44 6 0.74 2.65 1.70 0.44 0.71 2.65 1.70 0.42 7 0.71 2.65 1.70 0.42 0.74 2.65 1.70 0.44 8 0.74 2.65 1.70 0.44 0.66 2.65 1.70 0.39 9 0.66 2.65 1.70 0.39 DEFLECTION (Working Load) : -------------------------- Span Wind Pressure Wind_Suction 4/19/2022 SwDes-F.out Page 28 Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 -0.69 3.33 0.76 3.33 4 -0.14 3.33 0.16 3.33 5 -0.31 3.33 0.34 3.33 6 -0.27 3.33 0.29 3.33 7 -0.27 3.33 0.29 3.33 8 -0.32 3.33 0.35 3.33 9 -0.11 2.38 0.13 2.38 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Girt Design 22 (Locate 19.17) 4/19/22 9:50am -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 19.1667 16.83 1.19 5.78 0 64.7 0.00 0.70 2 08Z075 19.1667 25.00 1.19 1.19 5.78 0 98.2 0.00 0.70 3 08Z075 19.1667 25.00 1.19 1.19 5.78 0 98.2 0.00 0.70 4 08Z054 19.1667 25.00 1.19 1.19 5.78 0 70.7 0.00 0.70 5 08Z054 19.1667 25.00 1.19 1.19 5.78 0 70.7 0.00 0.70 6 08Z054 19.1667 25.00 1.19 1.19 5.78 0 70.7 0.00 0.70 7 08Z054 19.1667 25.00 1.19 1.19 5.78 0 70.7 0.00 0.70 8 08Z054 19.1667 25.00 1.19 1.19 5.78 0 70.7 0.00 0.70 9 08Z054 19.1667 17.83 1.19 5.78 0 49.2 0.00 0.70 664.0 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.15 -0.74 -0.80 0.00 -0.21 2.71 4.55 5.47 2 1.47 1.40 -1.40 -1.47 5.47 3.77 -3.81 12.49 3.80 5.51 3 0.83 0.76 -0.52 -0.59 5.51 4.56 -0.57 14.61 1.84 2.50 4 0.68 0.61 -0.67 -0.74 2.50 1.73 -1.57 11.97 2.42 3.26 5 0.72 0.65 -0.64 -0.70 3.26 2.44 -1.29 12.65 2.25 3.05 6 0.71 0.64 -0.64 -0.71 3.05 2.25 -1.38 12.48 2.28 3.08 7 0.71 0.64 -0.65 -0.71 3.08 2.28 -1.32 12.44 2.36 3.17 8 0.73 0.66 -0.63 -0.70 3.17 2.35 -1.46 12.75 2.02 2.81 9 0.66 0.60 -0.35 2.81 2.06 -1.07 11.69 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.74 5.11 0.14 RLap 4.55 5.12 0.89 RLap 0.74 0.22 2 RLap -1.40 5.11 0.27 RLap 3.80 5.44 0.70 RLap 0.67 -1.24 3 LLap 0.76 5.11 0.15 LLap 4.56 5.21 0.88 LLap 0.74 0.13 4 RLap -0.67 1.90 0.36 RLap 2.42 3.32 0.73 RLap 0.69 -0.53 5 LLap 0.65 1.90 0.34 LLap 2.44 3.31 0.74 LLap 0.69 -0.36 6 RLap -0.64 1.90 0.34 RLap 2.28 3.32 0.68 RLap 0.66 -0.42 7 RLap -0.65 1.90 0.34 RLap 2.36 3.31 0.71 RLap 0.67 -0.38 8 LLap 0.66 1.90 0.35 LLap, 2.35 3.32 0.71 LLap 0.67 -0.46 9 LLap 0.60 1.90 0.32 LLap 2.06 3.32 0.62 LLap 0.60 -0.16 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- 4/19/2022 SwDes-F.out Page 29 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 1.0 1.0 1.0 10.2 1.2 1.00 1.00 1.00 0.00 0.83 1.00 1.00 1.00 2.05 1.07 2 25.0 1.2 2.9 1.0 2.9 1.2 0.69-0.01 1.00-0.01 0.69 1.14 1.70 1.00 1.70 1.14 3 25.0 1.2 9.0 1.0 4.7 1.2 0.83 0.00 1.00 0.00 0.74 1.08 1.94 1.00 1.85 1.12 4 25.0 1.2 3.3 1.0 4.4 1.2 0.69 0.00 1.00 0.00 0.74 1.14 1.76 1.00 1.78 1.12 5 25.0 1.2 4.7 1.0 4.4 1.2 0.75 0.00 1.00 0.00 0.74 1.11 1.80 1.00 1.79 1.12 6 25.0 1.2 4.3 1.0 4.4 1.2 0.74 0.00 1.00 0.00 0.74 1.12 1.79 1.00 1.79 1.12 7 25.0 1.2 4.4 1.0 4.6 1.2 0.74 0.00 1.00 0.00 0.74 1.12 1.79 1.00 1.79 1.12 8 25.0 1.2 4.4 1.0 0.6 1.2 0.74 0.00 1.00 0.80 0.72 1.12 1.79 1.00 1.09 1.13 9 17.8 1.2 4.4 1.0 1.0 1.0 0.73 0.00 1.00 1.00 1.00 1.12 1.80 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.15 2.65 2.36 0.49 2 1.15 2.65 2.36 0.49 1.16 2.65 2.36 0.49 3 1.16 2.65 2.36 0.49 0.61 2.65 2.36 0.26 4 0.44 2.65 1.70 0.26 0.69 2.65 1.70 0.40 5 0.69 2.65 1.70 0.40 0.64 2.65 1.70 0.38 6 0.64 2.65 1.70 0.38 0.65 2.65 1.70 0.38 7 0.65 2.65 1.70 0.38 0.67 2.65 1.70 0.39 8 0.67 2.65 1.70 0.39 0.59 2.65 1.70 0.35 9 0.59 2.65 1.70 0.35 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.19 0.82 0.89 0.00 0.26 2.92 -5.03 -6.04 2 -1.62 -1.54 1.55 1.62 -6.04 -4.17 4.20 12.49 -4.20 -6.08 3 -0.92 -0.84 0.58 0.65 -6.08 -5.03 0.63 14.61 -2.03 -2.76 4 -0.75 -0.68 0.74 0.82 -2.76 -1.91 1.74 11.97 -2.67 -3.60 5 -0.79 -0.72 0.70 0.78 -3.60 -2.70 1.43 12.65 -2.49 -3.36 6 -0.78 -0.71 0.71 0.79 -3.36 -2.48 1.52 12.48 -2.51 -3.40 7 -0.78 -0.71 0.71 0.79 -3.40 -2.52 1.46 12.44 -2.60 -3.49 8 -0.80 -0.73 0.70 0.77 -3.49 -2.59 1.60 12.74 -2.25 -3.12 9 -0.74 -0.66 0.41 -3.12 -2.28 1.23 11.51 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.82 5.11 0.16 RLap -5.03 5.87 0.86 RLap 0.82 -0.23 2 RLap 1.55 5.11 0.30 MidS 4.20 4.39 0.96 RLap 0.73 1.36 3 LLap -0.84 5.11 0.16 LLap -5.03 5.87 0.86 LLap 0.82 -0.15 4 RLap 0.74 1.90 0.39 RLap -2.67 4.05 0.66 RLap 0.77 0.59 5 LLap -0.72 1.90 0.38 LLap -2.70 4.05 0.67 LLap 0.77 0.40 6 RLap 0.71 1.90 0.38 RLap, -2.51 4.05 0.62 RLap 0.72 0.46 7 RLap 0.71 1.90 0.38 RLap -2.60 4.05 0.64 RLap 0.74 0.42 8 LLap -0.73 1.90 0.38 LLap -2.59 4.05 0.64 LLap 0.74 0.51 9 LLap -0.66 1.90 0.35 LLap -2.28 4.05 0.56 LLap 0.66 0.18 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap, RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 16.8 5.1 5.1 5.1 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.11 1.11 1.11 1.00 1.00 2 25.0 1.0 1.0 12.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 4/19/2022 SwDes-F.out Page 30 3 25.0 1.0 1.0 8.9 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 4 25.0 1.0 1.0 14.9 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 5 25.0 1.0 1.0 13.5 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 6 25.0 1.0 1.0 13.9 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 7 25.0 1.0 1.0 13.6 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 8 25.0 1.0 1.0 14.3 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 9 17.8 1.0 1.0 10.5 10.5 1.7 1.00 1.00 0.13 0.13 0.00 1.00 1.00 1.09 1.09 1.59 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.27 2.65 2.36 0.54 2 1.27 2.65 2.36 0.54 1.28 2.65 2.36 0.54 3 1.28 2.65 2.36 0.54 0.67 2.65 2.36 0.29 4 0.49 2.65 1.70 0.29 0.76 2.65 1.70 0.45 5 0.76 2.65 1.70 0.45 0.71 2.65 1.70 0.42 6 0.71 2.65 1.70 0.42 0.72 2.65 1.70 0.42 7 0.72 2.65 1.70 0.42 0.73 2.65 1.70 0.43 8 0.73 2.65 1.70 0.43 0.66 2.65 1.70 0.39 9 0.66 2.65 1.70 0.39 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 0.15 2.24 -0.16 2.24 2 -0.84 3.33 0.93 3.33 3 0.09 3.33 -0.10 3.33 4 -0.36 3.33 0.40 3.33 5 -0.25 3.33 0.27 3.33 6 -0.28 3.33 0.31 3.33 7 -0.26 3.33 0.29 3.33 8 -0.32 3.33 0.35 3.33 9 -0.11 2.38 0.13 2.38 W22K0159A Wall 2 - Door Jamb & Header Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 1 2 JambL F08C075 19.17 6.00 68.8 JambR FO8C075 19.17 6.00 68.8 Header F08C060 12.00 2.58 34.5 2 8 JambL F08C060 5.73 0.92 16.5 Header F08C060 1.83 2.70 5.3 3 8 JambL F08C060 3.75 0.92 10.8 4 9 JambL F08C060 7.50 1.67 21.5 JambR F08C060 7.50 1.67 21.5 5 9 JambR F08C060 3.75 6.58 10.8 6 9 JambR F08C060 5.73 8.08 16.5 Header F08C060 16.17 2.70 46.4 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 1 JambL WP 0.81 5.1 10.42 -3.99 6.1 0.60 0.65 -0.64 2.56 WS -0.89 5.1 10.42 4.41 5.7 0.66 0.77 0.71 2.56 JambR WP 0.81 5.1 10.42 -3.99 6.1 0.60 0.65 -0.64 2.56 4/19/2022 SwDes-F.out Page 31 WS -0.89 5.1 10.42 4.41 5.7 0.66 0.77 0.71 2.56 Header WP 0.15 2.6 6.00 -0.46 4.9 0.00 0.09 -0.04 1.60 WS -0.17 2.6 6.00 0.50 3.2 0.00 0.16 0.04 1.60 2 JambL WP 0.03 2.6 2.86 -0.04 4.6 0.00 0.01 0.00 0.76 WS -0.03 2.6 2.86 0.04 4.1 0.00 0.01 0.00 0.76 Header WP 0.02 2.6 0.92 -0.01 4.9 0.00 0.01 0.00 0.24 WS -0.03 2.6 0.92 0.01 4.2 0.00 0.01 0.00 0.24 3 JambL WP 0.02 2.6 1.88 -0.02 4.9 0.00 0.01 0.00 0.50 WS -0.02 2.6 1.87 0.02 4.1 0.00 0.01 0.00 0.50 4 JambL WP 0.18 2.6 3.75 -0.57 4.9 0.12 0.12 -0.01 1.00 WS -0.21 2.6 3.75 0.64 4.5 0.14 0.14 0.02 1.00 JambR WP -0.08 2.6 3.75 -0.17 4.9 0.00 0.03 0.00 1.00 WS -0.09 2.6 3.75 0.20 4.5 0.00 0.04 0.01 1.00 5 JambR WP 0.12 2.6 1.88 -0.11 4.9 0.00 0.05 0.00 0.50 WS -0.14 2.6 1.88 0.13 4.1 0.00 0.05 0.00 0.50 6 JambR WP 0.23 2.6 2.86 -0.33 4.6 0.00 0.09 -0.01 0.76 WS -0.26 2.6 2.86 0.37 4.1 0.00 0.10 0.01 0.76 Header WP 0.21 2.6 8.08 -0.87 4.9 0.00 0.17 -0.12 2.16 WS -0.24 2.6 8.08 0.97 3.2 0.00 0.30 0.14 2.16 WP - 0.6Wind Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: ----------------- Open ---Minor--- Mom1/Mom2 ----Cb--- Id Member Major Out In Out In Out In ---- ------ ------ ----- ----- ---- ---- ---- ---- 1 JambL 19.17 5.83 5.83 0.89 0.89 1.02 1.02 JambR 19.17 5.83 5.83 0.89 0.89 1.02 1.02 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 2 JambL 5.73 5.73 5.73 1.00 1.00 1.14 1.14 Header 1.83 1.00 1.83 1.00 1.00 1.14 1.14 3 JambL 3.75 3.75 3.75 1.00 1.00 1.14 1.14 4 JambL 7.50 3.75 3.75 0.00 0.00 1.58 1.57 JambR 7.50 3.75 3.75 0.00 0.00 1.40 1.40 5 JambR 3.75 3.75 3.75 1.00 1.00 1.14 1.14 6 JambR 5.73 5.73 5.73 1.00 1.00 1.14 1.14 Header 16.17 1.00 16.17 1.00 1.00 1.14 1.14 JAMB/GIRT LAYOUT: ----------------- Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 1 JambL Base 19.16 3.750 7.500 13.333 JambR Base 19.16 3.750 7.500 13.333 2 JambL 19.16 Eave 3 JambL 3.75 7.50 4 JambL Base 7.50 3.750 JambR Base 7.50 3.750 5 JambR 3.75 7.50 6 JambR 19.16 Eave JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Load_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------------ 1 JambL WP 0.81 0.78 -0.059 -0.12 -0.15 -0.18 WS -0.89 -0.86 0.065 0.13 0.17 0.20 JambR WP 0.81 0.78 -0.059 -0.12 -0.15 -0.18 WS -0.89 -0.86 0.065 0.13 0.17 0.20 2 JambL WP 0.03 0.03 -0.009 WS -0.03 -0.03 0.010 3 JambL WP 0.02 0.02 -0.009 WS -0.02 -0.02 0.010 4 JambL WP 0.18 0.18 -0.016 -0.24 4/19/2022 SwDes-F.out Page 32 WS -0.21 -0.21 0.019 0.27 JambR WP 0.08 0.08 -0.016 -0.03 WS -0.09 -0.09 0.019 0.03 5 JambR WP 0.12 0.12 -0.065 WS -0.14 -0.14 0.072 6 JambR WP 0.23 0.23 -0.080 WS -0.26 -0.26 0.091 JAMB/GIRT LAYOUT: ----------------- JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 1 JambL WP 10.42 -3.99 -2.62 -3.96 -3.52 WS 10.42 4.41 2.89 4.37 3.89 JambR WP 10.42 -3.99 -2.62 -3.96 -3.52 WS 10.42 4.41 2.89 4.37 3.89 2 JambL WP 2.86 -0.04 WS 2.86 0.04 3 JambL WP 1.88 -0.02 WS 1.87 0.02 4 JambL WP 3.75 -0.57 -0.57 WS 3.75 0.64 0.64 JambR WP 3.75 -0.17 -0.17 WS 3.75 0.20 0.20 5 JambR WP 1.88 -0.11 WS 1.88 0.13 6 JambR WP 2.86 -0.33 WS 2.86 0.37 -------------------------------------------------------------------------------- W22K0159A Wall 2 - Panel Design (Bay 9) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 9 AW6-80 AW 26.00 80.0 0.44 24.90 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 3.75 WP 0.0 125.0 -14.7 125.0 14.8 109.7 0.13 -0.02 0.75 WS 0.0 109.7 19.5 109.7 -19.7 125.0 0.18 0.03 0.75 2 3.75 7.50 WP 14.8 109.7 -1.2 125.0 26.5 109.7 0.24 0.01 0.75 WS -19.7 125.0 1.6 109.7 -35.3 125.0 0.28 -0.01 0.75 3 7.50 13.33 WP 26.5 109.7 -21.3 125.0 34.6 109.7 0.32 -0.07 1.17 WS -35.3 125.0 28.4 109.7 -46.2 125.0 0.37 0.09 1.17 4 13.33 19.17 WP 34.6 109.7 -13.5 125.0 42.2 109.7 0.38 -0.03 1.17 WS -46.2 125.0 18.0 109.7 -56.2 125.0 0.45 0.03 1.17 5 19.17 24.90 WP 42.2 109.7 -31.1 125.0 0.0 125.0 0.38 -0.11 1.15 WS -56.2 125.0 41.5 109.7 0.0 109.7 0.45 0.14 1.15 WP - 0.6Wind_Pressure WS - 0.6Wind Suction -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Liner Panel 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL DATA: 4/19/2022 SwDes-F.out Page 33 --Bay_Id- Rotation Start End Height Part Type Gage Yield Stiffness ----- --- ------ -------- ---- ----- ----- --------- 1 9 8.00 CL6- CL 26.00 80.0 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Panel Zones 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- AW6-80 0.019 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1040 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offsetl Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 6.00 205.33 1 13.33 5.83 0.054 5.83 2 Lt Edge 0.00 6.00 1 13.33 5.83 0.054 5.83 3 Rt Edge 205.33 211.33 9 13.33 5.83 0.054 5.83 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 13.20 0.08 0.23 0.26 0.75 0.33 2 1.00 16.24 0.09 0.23 0.26 0.75 0.41 3 1.00 16.24 0.09 0.23 0.26 0.75 0.41 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Weight Summary 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Girts = 2327.29 Jambs/Headers = 321.27 2648.56 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 2 - Warning Summary 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- No Warnings 4/19/2022 EwDes-R.out Page 1 *W22K0159A Endwall Design Input 4/19/22 9:50am *( 1)JOBID: 'W22K0159A' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'R' 3 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'NYBC 20 ' 'B ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 120. 90. 90. 60. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' 12' '3' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ---------------Expand_EW--------------- * Type Width Length Use Opt Extend Offset Flange LoadWidth OFF-' 60.0000 211.3333 IN ' '-' 0.000 0.000 0.000 0.0000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 3 0.0000 25.0625 8.000 60.0000 27.5625 8.000 60.0000 0.0000 8.000 *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 3 21.0000 1 18.5000 1 20.5000 1 *(11)ROOF & SIDEWALL BAY: * --Roof_Bay-- Frame Left-SW-Bay Right-SW-Bay * No. Width Recess Width Open Width Open 9 18.1667 1.0000 18.1667 'N' 18.1667 'Y' *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type Part 4 7 1 2.0000 37 18.0000 7.5000 3.7500 0.000 0.000 'Y' ICU, ' -' ICU, '--------' ICU, '--------' ICU' '--------' 8 1 2.0000 37 18.0000 22.5000 19.5000 0.000 0.000 'Y' 'CUT '--------' ICU, '--------' 'CU' '--------' 4/19/2022 EwDes-R.out Page 2 'CU' '--------' 9 2 9.0000 81 8.0000 9.0000 0.0000 0.000 0.000 'Y' 'CU' '--------' ICU, '--------' ICU, '--------' 'CU' '--------' 10 3 1.5000 81 8.0000 9.0000 0.0000 0.000 0.000 'Y' ICU, '--------' 'CU' '--------' 'CU' '--------' 'CU' '--------' *(13)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(14)WIDE OPENING & STRUT FRAMING: *-Open- ------Door-Jamb------ Stub Head Back-Brace Strut -Header-Beam- Deflection *No. Id Type F1gWid F1gThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(15)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(16)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full-Load ----Panel---- Deflect-Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(17)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(18)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 4 1 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' 2 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 3 'RW ' 'W8x24 ' '-' '-' 0.000 0.000 '-' 'F' 4 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(19)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(20)RAFTERS: *Rafter Flange * Same Brace 'Y' 'N' *(21)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 2 2 'RW I '--------' '-' '-' 0.000 2 'RW I '--------' '-' '-' 0.000 *(22)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 3 2 0.0000 '--' '-' 2 34.5343 IF ' '-' 2 60.0521 '--' *(23)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 10.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' 4/19/2022 EwDes-R.out Page 3 *(24)GIRT LOCATION: * Set * Loc No. Location 'Y' 4 7.5000 13.3333 19.1667 23.5833 *(25)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 4 2 3 7.5000 'ZO' 1 1 7.5000 'CO' 1 3 3.7500 'CO' 'D' '-' 2 3 13.3333 'ZB' '-' 108Z060' '-' *(26)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 4 3.7500 7.5000 13.3333 19.1667 4 'ZB' 8.000 0.000 0.000 0 *(27)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 3.4688 14 3.4688 7.7188 11.9688 16.2188 20.4688 24.7188 28.9688 33.2188 37.4688 41.7188 45.9688 50.2188 54.4688 58.7188 *(28)WALL PANELS: * Wall ------Insulation----- * Panel Use Thick Part 'AW6-80 ' 'O' 1.000 '--------' *(29)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 1 1 3 8.0000 1CL6- ' 'C' *(30)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate I-- 1 1_1 0 *(31)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'F' '--' 0.0000 20.0000 40.0000 *(32)WALL BRACING: * Wind Brace No.-Bay Specified * Shear Type Specified Bays_For_Bracing 0.0 'RF ' 0 *(33)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level-Height 0 *(34)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 0 *(35)EXTENSION SIZE: *Ext -----Horizontal-Size----- ---------Vertical-Size-------- * Id Height Width Slope Elev Height Slope Project *(36)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 4/19/2022 EwDes-R.out Page 4 *(37)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 3.50 5.00 20.00 31.50 0.00 18.77 1.00 0.41 1.00 0.60 *(39)EDGE ZONE: *----------Endwall----------- ---------Sidewall---------- --------Ratio-------- *-Left_Corner- Right-Corner -Left-Corner- Right-Corner Jamb/ * Width Base Width Base Width Base Width Base Girt Panel Column 6.000 0.000 6.000 0.000 6.000 0.000 6.000 0.000 1.07 1.23 1.07 *(40)BASIC LOADS AT EAVE: * Seis Seis Seis --Torsion-- --Extension-- -Additional- * Dead Girt Load Wind Seis Wind Seis Wind Seis 5.00 0.0000 1.37 0.00 0.00 0.00 0.00 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 0.00 0.00 0.00 0.00 Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 16.39 -18.08 Column 16.39 -18.08 Girt/Header 16.39 -18.08 Jamb 20.28 -21.97 Panel 16.39 -18.08 Parapet Column 43.26 -27.72 Parapet Girt 29.84 -19.90 Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind-1 Wind-2 Long-Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.45 -0.59 0.79 -0.23 -0.66 -0.66 0.00 2 -1.21 -0.69 -0.85 -0.33 -0.69 -1.21 0.00 3 -0.66 0.41 -0.24 0.77 -0.66 -0.66 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add-Snow- Wind-1 Wind-2 Long-Wind Column Wind -Seismic- - Aux-Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tra n Id Coef 118 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 4 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 5 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 1 1.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 4/19/2022 EwDes-R.out Page 5 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.0 0 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.0 0 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.0 0 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.0 0 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.0 0 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.0 0 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.0 0 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.0 0 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.0 0 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.0 0 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.0 0 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.0 0 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 n n n nn 4/19/2022 EwDes-R.out Page 6 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.0 0 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.0 0 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.0 0 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.0 0 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.0 0 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.0 0 0 0.00 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.0 0 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.0 0 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.0 0 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.0 0 0 0.00 69 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.7 0 0 0.00 70 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.7 0 0 0.00 71 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 72 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 2 0 0.00 73 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 74 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 2 0 0.00 75 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.7 0 0 0.00 76 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.7 0 0 0.00 77 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 78 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 79 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 80 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 81 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.0 0 0 0.00 82 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.0 n n n nn 4/19/2022 EwDes-R.out Page 7 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 87 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.0 0 0 0.00 88 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.0 0 0 0.00 89 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 90 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 91 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 92 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 93 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.0 0 0 0.00 94 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.0 0 0 0.00 95 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 96 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 97 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 98 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 99 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.0 0 0 0.00 100 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.0 0 0 0.00 101 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 4 1.00 102 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 5 1.00 103 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 2 1.00 104 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 3 1.00 105 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 2 -1.00 106 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 3 -1.00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 109 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.0 0 0 0.00 110 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.0 0 0 0.00 111 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.0 0 0 0.00 112 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.0 0 0 0.00 113 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.0 0 0 0.00 114 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.0 0 0 0.00 115 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 116 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 2 0 0.00 117 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 118 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 9 n n nn 4/19/2022 EwDes-R.out Page 8 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add-Snow- Wind_1 Wind-2 Long-Wind Column-Wind -Seismic- - Aux-Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tra n Id Coef 26 119 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 120 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 121 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 122 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 123 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 1 1.00 124 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 125 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 126 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 127 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 1 1.00 128 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 129 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 130 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 131 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 132 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 133 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.0 0 0 0.00 134 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.0 0 0 0.00 135 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.0 0 0 0.00 136 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.7 0 0 0.00 137 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.7 0 0 0.00 138 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 139 1.03 1.03 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 2 0 0.00 140 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.5 2 0 0.00 141 1.03 1.03 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5 2 0 0.00 142 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.7 0 0 0.00 143 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.7 0 0 0.00 144 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0 0.00 *(46)AUXILIARY LOADS: * No. Add Add Load * No. Id Name Combs Id Coef 5 1 'MIN_SNOW 1 1 1.00 2 'E2PAT_SL_1' 1 2 0.50 3 'E2PAT_SL_2' 1 4 0.50 4 'E2PAT_SL_3' 2 2 0.50 3 0.50 5 'E2PAT_SL_4' 2 3 0.50 4 0.50 4/19/2022 EwDes-R.out Page 9 *(47)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Load Type W1 W2 Co D11 D12 Dist 5 1 2 'U_SNOW I 'D ' -0.192 -0.192 0.042 0.0000 60.0521 2 2 'U SNOW I 'D ' -0.302 -0.302 0.042 0.0000 21.0182 3 2 'U_SNOW ' 'D ' -0.302 -0.302 0.042 21.0182 39.5343 4 2 1U_SNOW I 'D ' -0.302 -0.302 0.042 39.5343 60.0521 5 2 'DRIFT I 'D ' -0.221 -0.221 0.042 0.0000 60.0521 *(48)GIRT LAPS: * Data ------Set-1------- ------Set-2------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' 'H1040 10.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1040 1 0.216 2.800 0.438 12.000 0.000 0.000 'BASE' 'H1040 ' 0.216 2.800 0.438 12.000 0.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_l--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame Flange * Id Type No. X_Coord Y_Coord Width 0 '--' 0 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate-Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(57)GIRT LAYOUT: * Bay -----Extend---- Frame-Opt -Frame-Id- No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description 4/19/2022 EwDes-R.out Page 10 * 1 Minimum snow load surface 2 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Pattern snow load bay 3 * 5 ALT. SNOW LOADING ON GABLE ROOFS * * Code files used: * NY_NYBC.20 * EW IBC.18 Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Design Code 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: -------------- Wind Code NYBC 20 (IBC 18) Seismic Zone B MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Column & Rafter Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Coll 0.7 W8x10 7.48 0.170 3.94 0.205 23.8 237.6 110 0.50 Mom+Axl Co12 21.0 W8x10 7.48 0.170 3.94 0.205 24.6 246.0 110 0.91 Mom+Axl Co13 39.5 W8x24 7.13 0.245 6.50 0.400 25.4 609.0 110 0.30 Mom+Axl Co14 59.3 W8x10 7.48 0.170 3.94 0.205 26.2 262.0 110 0.57 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Rafl Surf 2 W8xl8 7.48 0.230 5.25 0.330 34.6 622.1 3 0.58 Mom+Axl Raf2 Surf 2 W8xl8 7.48 0.230 5.25 0.330 25.5 458.8 3 0.55 Mom+Axl Total= 2435.5 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Coll 1 1.13 48.73 0.00 26.83 0.00 17.31 Coll 2 2.84 48.73 0.00 26.83 0.00 17.31 Coll 3 5.80 48.73 0.00 26.83 0.00 17.31 Coll 4 3.83 48.73 0.00 26.83 0.00 17.31 Coll 5 2.84 48.73 0.00 26.83 0.00 17.31 Coll 6 2.41 48.73 0.00 26.83 0.00 17.31 Coll 7 4.63 48.73 0.00 26.83 0.00 17.31 Coll 8 3.15 48.73 0.00 26.83 0.00 17.31 Coll 9 -0.68 88.62 1.27 26.83 -7.52 17.65 Coll 10 -0.68 88.62 -1.45 26.83 8.61 17.65 Coll 11 -0.18 88.62 1.27 26.83 -7.52 17.65 Coll 12 -0.18 88.62 -1.45 26.83 8.61 17.65 Coll 13 -0.32 88.62 1.27 26.83 -7.52 17.65 Coll 14 -0.32 88.62 -1.45 26.83 8.61 17.65 Coll 15 0.43 48.73 1.27 26.83 -7.52 17.65 Coll 16 0.43 48.73 -1.45 26.83 8.61 17.65 4/19/2022 EwDes-R.out Page 11 Coll 17 -0.24 88.62 1.27 26.83 -7.52 17.65 Coll 18 -0.73 88.62 1.27 26.83 -7.52 17.65 Coll 19 -0.24 88.62 -1.45 26.83 8.61 17.65 Coll 20 -0.73 88.62 -1.45 26.83 8.61 17.65 Coll 21 1.55 48.73 0.95 26.83 -5.64 17.65 Coll 22 1.55 48.73 -1.09 26.83 6.46 17.65 Coll 23 1.94 48.73 0.95 26.83 -5.64 17.65 Coll 24 1.94 48.73 -1.09 26.83 6.46 17.65 Coll 25 1.83 48.73 0.95 26.83 -5.64 17.65 Coll 26 1.83 48.73 -1.09 26.83 6.46 17.65 Coll 27 2.21 48.73 0.95 26.83 -5.64 17.65 Coll 28 2.21 48.73 -1.09 26.83 6.46 17.65 Coll 29 1.89 48.73 0.95 26.83 -5.64 17.65 Coll 30 1.52 48.73 0.95 26.83 -5.64 17.65 Coll 31 1.89 48.73 -1.09 26.83 6.46 17.65 Coll 32 1.52 48.73 -1.09 26.83 6.46 17.65 Coll 33 3.77 48.73 0.95 26.83 -5.64 17.65 Coll 34 3.77 48.73 -1.09 26.83 6.46 17.65 Coll 35 4.15 48.73 0.95 26.83 -5.64 17.65 Coll 36 4.15 48.73 -1.09 26.83 6.46 17.65 Coll 37 4.05 48.73 0.95 26.83 -5.64 17.65 Coll 38 4.05 48.73 -1.09 26.83 6.46 17.65 Coll 39 4.43 48.73 0.95 26.83 -5.64 17.65 Coll 40 4.43 48.73 -1.09 26.83 6.46 17.65 Coll 41 4.11 48.73 0.95 26.83 -5.64 17.65 Coll 42 3.74 48.73 0.95 26.83 -5.64 17.65 Coll 43 4.11 48.73 -1.09 26.83 6.46 17.65 Coll 44 3.74 48.73 -1.09 26.83 6.46 17.65 Coll 45 2.29 48.73 0.95 26.83 -5.64 17.65 Coll 46 2.29 48.73 -1.09 26.83 6.46 17.65 Coll 47 2.67 48.73 0.95 26.83 -5.64 17.65 Coll 48 2.67 48.73 -1.09 26.83 6.46 17.65 Coll 49 2.57 48.73 0.95 26.83 -5.64 17.65 Coll 50 2.57 48.73 -1.09 26.83 6.46 17.65 Coll 51 2.95 48.73 0.95 26.83 -5.64 17.65 Coll 52 2.95 48.73 -1.09 26.83 6.46 17.65 Coll 53 2.63 48.73 0.95 26.83 -5.64 17.65 Coll 54 2.26 48.73 0.95 26.83 -5.64 17.65 Coll 55 2.63 48.73 -1.09 26.83 6.46 17.65 Coll 56 2.26 48.73 -1.09 26.83 6.46 17.65 Coll 57 -0.87 88.62 1.27 26.83 -7.52 17.65 Coll 58 -0.87 88.62 -1.45 26.83 8.61 17.65 Coll 59 -0.36 88.62 1.27 26.83 -7.52 17.65 Coll 60 -0.36 88.62 -1.45 26.83 8.61 17.65 Coll 61 -0.50 88.62 1.27 26.83 -7.52 17.65 Coll 62 -0.50 88.62 -1.45 26.83 8.61 17.65 Coll 63 0.15 48.73 1.27 26.83 -7.52 17.65 Coll 64 0.15 48.73 -1.45 26.83 8.61 17.65 Coll 65 -0.42 88.62 1.27 26.83 -7.52 17.65 Coll 66 -0.92 88.62 1.27 26.83 -7.52 17.65 Coll 67 -0.42 88.62 -1.45 26.83 8.61 17.65 Coll 68 -0.92 88.62 -1.45 26.83 8.61 17.65 Coll 69 1.17 48.73 0.00 26.83 0.00 17.31 Coll 70 1.19 48.73 0.00 26.83 0.00 17.31 Coll 71 1.67 48.73 0.00 26.83 0.00 17.31 Coll 72 1.89 48.73 0.00 26.83 0.00 17.31 Coll 73 1.57 48.73 0.00 26.83 0.00 17.31 Coll 74 1.59 48.73 0.00 26.83 0.00 17.31 Coll 75 0.40 48.73 0.00 26.83 0.00 17.31 Coll 76 0.43 48.73 0.00 26.83 0.00 17.31 Coll 77 1.55 48.73 0.00 26.83 0.00 17.31 Coll 78 1.83 48.73 0.00 26.83 0.00 17.31 Coll 79 1.94 48.73 0.00 26.83 0.00 17.31 Coll 80 2.21 48.73 0.00 26.83 0.00 17.31 Coll 81 1.89 48.73 0.00 26.83 0.00 17.31 Coll 82 1.52 48.73 0.00 26.83 0.00 17.31 Coll 83 3.77 48.73 0.00 26.83 0.00 17.31 Coll 84 4.05 48.73 0.00 26.83 0.00 17.31 Coll 85 4.15 48.73 0.00 26.83 0.00 17.31 Coll 86 4.43 48.73 0.00 26.83 0.00 17.31 Coll 87 4.11 48.73 0.00 26.83 0.00 17.31 4/19/2022 EwDes-R.out Page 12 Coll 88 3.74 48.73 0.00 26.83 0.00 17.31 Coll 89 2.29 48.73 0.00 26.83 0.00 17.31 Coll 90 2.57 48.73 0.00 26.83 0.00 17.31 Coll 91 2.67 48.73 0.00 26.83 0.00 17.31 Coll 92 2.95 48.73 0.00 26.83 0.00 17.31 Coll 93 2.63 48.73 0.00 26.83 0.00 17.31 Coll 94 2.26 48.73 0.00 26.83 0.00 17.31 Coll 95 -0.87 88.62 0.00 26.83 0.00 17.31 Coll 96 -0.50 88.62 0.00 26.83 0.00 17.31 Coll 97 -0.36 88.62 0.00 26.83 0.00 17.31 Coll 98 0.15 48.73 0.00 26.83 0.00 17.31 Coll 99 -0.42 88.62 0.00 26.83 0.00 17.31 Coll 100 -0.92 88.62 0.00 26.83 0.00 17.31 Coll 101 3.78 48.73 0.00 26.83 0.00 17.31 Coll 102 2.40 48.73 0.00 26.83 0.00 17.31 Coll 103 3.90 48.73 0.00 26.83 0.00 17.31 Coll 104 2.52 48.73 0.00 26.83 0.00 17.31 Coll 105 2.40 48.73 0.00 26.83 0.00 17.31 Coll 106 3.78 48.73 0.00 26.83 0.00 17.31 Coll 107 0.35 48.73 1.27 26.83 -7.52 17.65 Coll 108 0.35 48.73 -1.45 26.83 8.61 17.65 Coll 109 0.85 48.73 1.27 26.83 -7.52 17.65 Coll 110 0.85 48.73 -1.45 26.83 8.61 17.65 Coll 111 0.43 48.73 1.27 26.83 -7.52 17.65 Coll 112 -0.30 88.62 1.27 26.83 -7.52 17.65 Coll 113 0.43 48.73 -1.45 26.83 8.61 17.65 Coll 114 -0.30 88.62 -1.45 26.83 8.61 17.65 Coll 115 4.67 48.73 0.00 26.83 0.00 17.31 Coll 116 4.69 48.73 0.00 26.83 0.00 17.31 Coll 117 3.19 48.73 0.00 26.83 0.00 17.31 Coll 118 3.21 48.73 0.00 26.83 0.00 17.31 Co12 1 2.38 46.75 0.00 26.83 0.00 17.31 Co12 2 6.50 46.75 0.00 26.83 0.00 17.31 Co12 3 13.61 46.75 0.00 26.83 0.00 17.31 Co12 4 8.87 46.75 0.00 26.83 0.00 17.31 Co12 5 6.50 46.75 0.00 26.83 0.00 17.31 Co12 6 5.47 46.75 0.00 26.83 0.00 17.31 Co12 7 10.80 46.75 0.00 26.83 0.00 17.31 Co12 8 7.25 46.75 0.00 26.83 0.00 17.31 Co12 9 -1.70 88.62 2.35 26.83 -14.45 17.74 Co12 10 -1.70 88.62 -2.59 26.83 15.94 17.74 Co12 11 -0.50 88.62 2.35 26.83 -14.45 17.74 Co12 12 -0.50 88.62 -2.59 26.83 15.94 17.74 Co12 13 -0.87 88.62 2.35 26.83 -14.45 17.74 Co12 14 -0.87 88.62 -2.59 26.83 15.94 17.74 Co12 15 0.59 46.75 2.35 26.83 -14.45 17.74 Co12 16 0.59 46.75 -2.59 26.83 15.94 17.74 Co12 17 -0.50 88.62 2.35 26.83 -14.45 17.74 Co12 18 -1.70 88.62 2.35 26.83 -14.45 17.74 Co12 19 -0.50 88.62 -2.59 26.83 15.94 17.74 Co12 20 -1.70 88.62 -2.59 26.83 15.94 17.74 Co12 21 3.36 46.75 1.76 26.83 -10.84 17.74 Co12 22 3.36 46.75 -1.94 26.83 11.95 17.74 Co12 23 4.27 46.75 1.76 26.83 -10.84 17.74 Co12 24 4.27 46.75 -1.94 26.83 11.95 17.74 Co12 25 3.99 46.75 1.76 26.83 -10.84 17.74 Co12 26 3.99 46.75 -1.94 26.83 11.95 17.74 Co12 27 4.90 46.75 1.76 26.83 -10.84 17.74 Co12 28 4.90 46.75 -1.94 26.83 11.95 17.74 Co12 29 4.27 46.75 1.76 26.83 -10.84 17.74 Co12 30 3.36 46.75 1.76 26.83 -10.84 17.74 Co12 31 4.27 46.75 -1.94 26.83 11.95 17.74 Co12 32 3.36 46.75 -1.94 26.83 11.95 17.74 Co12 33 8.69 46.75 1.76 26.83 -10.84 17.74 Co12 34 8.69 46.75 -1.94 26.83 11.95 17.74 Co12 35 9.60 46.75 1.76 26.83 -10.84 17.74 Co12 36 9.60 46.75 -1.94 26.83 11.95 17.74 Co12 37 9.32 46.75 1.76 26.83 -10.84 17.74 Co12 38 9.32 46.75 -1.94 26.83 11.95 17.74 Co12 39 10.23 46.75 1.76 26.83 -10.84 17.74 Co12 40 10.23 46.75 -1.94 26.83 11.95 17.74 4/19/2022 EwDes-R.out Page 13 Co12 41 9.60 46.75 1.76 26.83 -10.84 17.74 Co12 42 8.69 46.75 1.76 26.83 -10.84 17.74 Co12 43 9.60 46.75 -1.94 26.83 11.95 17.74 Co12 44 8.69 46.75 -1.94 26.83 11.95 17.74 Co12 45 5.14 46.75 1.76 26.83 -10.84 17.74 Co12 46 5.14 46.75 -1.94 26.83 11.95 17.74 Co12 47 6.04 46.75 1.76 26.83 -10.84 17.74 Co12 48 6.04 46.75 -1.94 26.83 11.95 17.74 Co12 49 5.76 46.75 1.76 26.83 -10.84 17.74 Co12 50 5.76 46.75 -1.94 26.83 11.95 17.74 Co12 51 6.67 46.75 1.76 26.83 -10.84 17.74 Co12 52 6.67 46.75 -1.94 26.83 11.95 17.74 Co12 53 6.04 46.75 1.76 26.83 -10.84 17.74 Co12 54 5.14 46.75 1.76 26.83 -10.84 17.74 Co12 55 6.04 46.75 -1.94 26.83 11.95 17.74 Co12 56 5.14 46.75 -1.94 26.83 11.95 17.74 Co12 57 -2.15 88.62 2.35 26.83 -14.45 17.74 Co12 58 -2.15 88.62 -2.59 26.83 15.94 17.74 Co12 59 -0.94 88.62 2.35 26.83 -14.45 17.74 Co12 60 -0.94 88.62 -2.59 26.83 15.94 17.74 Co12 61 -1.31 88.62 2.35 26.83 -14.45 17.74 Co12 62 -1.31 88.62 -2.59 26.83 15.94 17.74 Co12 63 -0.10 88.62 2.35 26.83 -14.45 17.74 Co12 64 -0.10 88.62 -2.59 26.83 15.94 17.74 Co12 65 -0.94 88.62 2.35 26.83 -14.45 17.74 Co12 66 -2.15 88.62 2.35 26.83 -14.45 17.74 Co12 67 -0.94 88.62 -2.59 26.83 15.94 17.74 Co12 68 -2.15 88.62 -2.59 26.83 15.94 17.74 Co12 69 2.47 46.75 0.00 26.83 0.00 17.31 Co12 70 2.44 46.75 0.00 26.83 0.00 17.31 Co12 71 4.15 46.75 0.00 26.83 0.00 17.31 Co12 72 4.13 46.75 0.00 26.83 0.00 17.31 Co12 73 3.44 46.75 0.00 26.83 0.00 17.31 Co12 74 3.42 46.75 0.00 26.83 0.00 17.31 Co12 75 0.78 46.75 0.00 26.83 0.00 17.31 Co12 76 0.76 46.75 0.00 26.83 0.00 17.31 Co12 77 3.36 46.75 0.00 26.83 0.00 17.31 Co12 78 3.99 46.75 0.00 26.83 0.00 17.31 Co12 79 4.27 46.75 0.00 26.83 0.00 17.31 Co12 80 4.90 46.75 0.00 26.83 0.00 17.31 Co12 81 4.27 46.75 0.00 26.83 0.00 17.31 Co12 82 3.36 46.75 0.00 26.83 0.00 17.31 Co12 83 8.69 46.75 0.00 26.83 0.00 17.31 Co12 84 9.32 46.75 0.00 26.83 0.00 17.31 Co12 85 9.60 46.75 0.00 26.83 0.00 17.31 Co12 86 10.23 46.75 0.00 26.83 0.00 17.31 Co12 87 9.60 46.75 0.00 26.83 0.00 17.31 Co12 88 8.69 46.75 0.00 26.83 0.00 17.31 Co12 89 5.14 46.75 0.00 26.83 0.00 17.31 Co12 90 5.76 46.75 0.00 26.83 0.00 17.31 Co12 91 6.04 46.75 0.00 26.83 0.00 17.31 Co12 92 6.67 46.75 0.00 26.83 0.00 17.31 Co12 93 6.04 46.75 0.00 26.83 0.00 17.31 Co12 94 5.14 46.75 0.00 26.83 0.00 17.31 Co12 95 -2.15 88.62 0.00 26.83 0.00 17.31 Co12 96 -1.31 88.62 0.00 26.83 0.00 17.31 Co12 97 -0.94 88.62 0.00 26.83 0.00 17.31 Co12 98 -0.10 88.62 0.00 26.83 0.00 17.31 Co12 99 -0.94 88.62 0.00 26.83 0.00 17.31 Co12 100 -2.15 88.62 0.00 26.83 0.00 17.31 Co12 101 9.18 46.75 0.00 26.83 0.00 17.31 Co12 102 6.82 46.75 0.00 26.83 0.00 17.31 Co12 103 7.67 46.75 0.00 26.83 0.00 17.31 Co12 104 5.30 46.75 0.00 26.83 0.00 17.31 Co12 105 6.82 46.75 0.00 26.83 0.00 17.31 Co12 106 9.19 46.75 0.00 26.83 0.00 17.31 Co12 107 0.41 46.75 2.35 26.83 -14.45 17.74 Co12 108 0.41 46.75 -2.59 26.83 15.94 17.74 Co12 109 1.62 46.75 2.35 26.83 -14.45 17.74 Co12 110 1.62 46.75 -2.59 26.83 15.94 17.74 Co12 111 0.78 46.75 2.35 26.83 -14.45 17.74 4/19/2022 EwDes-R.out Page 14 Co12 112 -0.67 88.62 2.35 26.83 -14.45 17.74 Co12 113 0.78 46.75 -2.59 26.83 15.94 17.74 Co12 114 -0.67 88.62 -2.59 26.83 15.94 17.74 Co12 115 10.88 46.75 0.00 26.83 0.00 17.31 Co12 116 10.86 46.75 0.00 26.83 0.00 17.31 Co12 117 7.33 46.75 0.00 26.83 0.00 17.31 Co12 118 7.31 46.75 0.00 26.83 0.00 17.31 Co13 1 2.69 102.96 0.00 38.86 0.00 44.57 Co13 2 6.71 102.96 0.00 38.86 0.00 44.57 Co13 3 13.65 102.96 0.00 38.86 0.00 44.57 Co13 4 9.02 102.96 0.00 38.86 0.00 44.57 Co13 5 6.71 102.96 0.00 38.86 0.00 44.57 Co13 6 5.71 102.96 0.00 38.86 0.00 44.57 Co13 7 10.91 102.96 0.00 38.86 0.00 44.57 Co13 8 7.44 102.96 0.00 38.86 0.00 44.57 Co13 9 -1.66 211.98 2.39 38.86 -15.17 56.54 Co13 10 -1.66 211.98 -2.64 38.86 16.73 56.54 Co13 11 -0.48 211.98 2.39 38.86 -15.17 56.54 Co13 12 -0.48 211.98 -2.64 38.86 16.73 56.54 Co13 13 -0.85 211.98 2.39 38.86 -15.17 56.54 Co13 14 -0.85 211.98 -2.64 38.86 16.73 56.54 Co13 15 0.95 102.96 2.39 38.86 -15.17 56.54 Co13 16 0.95 102.96 -2.64 38.86 16.73 56.54 Co13 17 -0.49 211.98 2.39 38.86 -15.17 56.54 Co13 18 -1.67 211.98 2.39 38.86 -15.17 56.54 Co13 19 -0.49 211.98 -2.64 38.86 16.73 56.54 Co13 20 -1.67 211.98 -2.64 38.86 16.73 56.54 Co13 21 3.65 102.96 1.79 38.86 -11.38 56.54 Co13 22 3.65 102.96 -1.98 38.86 12.55 56.54 Co13 23 4.54 102.96 1.79 38.86 -11.38 56.54 Co13 24 4.54 102.96 -1.98 38.86 12.55 56.54 Co13 25 4.26 102.96 1.79 38.86 -11.38 56.54 Co13 26 4.26 102.96 -1.98 38.86 12.55 56.54 Co13 27 5.15 102.96 1.79 38.86 -11.38 56.54 Co13 28 5.15 102.96 -1.98 38.86 12.55 56.54 Co13 29 4.53 102.96 1.79 38.86 -11.38 56.54 Co13 30 3.65 102.96 1.79 38.86 -11.38 56.54 Co13 31 4.53 102.96 -1.98 38.86 12.55 56.54 Co13 32 3.65 102.96 -1.98 38.86 12.55 56.54 Co13 33 8.85 102.96 1.79 38.86 -11.38 56.54 Co13 34 8.85 102.96 -1.98 38.86 12.55 56.54 Co13 35 9.74 102.96 1.79 38.86 -11.38 56.54 Co13 36 9.74 102.96 -1.98 38.86 12.55 56.54 Co13 37 9.47 102.96 1.79 38.86 -11.38 56.54 Co13 38 9.47 102.96 -1.98 38.86 12.55 56.54 Co13 39 10.35 102.96 1.79 38.86 -11.38 56.54 Co13 40 10.35 102.96 -1.98 38.86 12.55 56.54 Co13 41 9.74 102.96 1.79 38.86 -11.38 56.54 Co13 42 8.85 102.96 1.79 38.86 -11.38 56.54 Co13 43 9.74 102.96 -1.98 38.86 12.55 56.54 Co13 44 8.85 102.96 -1.98 38.86 12.55 56.54 Co13 45 5.38 102.96 1.79 38.86 -11.38 56.54 Co13 46 5.38 102.96 -1.98 38.86 12.55 56.54 Co13 47 6.27 102.96 1.79 38.86 -11.38 56.54 Co13 48 6.27 102.96 -1.96 38.86 12.55 56.54 Co13 49 6.00 102.96 1.79 38.86 -11.38 56.54 Co13 50 6.00 102.96 -1.98 38.86 12.55 56.54 Co13 51 6.88 102.96 1.79 38.86 -11.38 56.54 Co13 52 6.88 102.96 -1.98 38.86 12.55 56.54 Co13 53 6.27 102.96 1.79 38.86 -11.38 56.54 Co13 54 5.38 102.96 1.79 38.86 -11.38 56.54 Co13 55 6.27 102.96 -1.98 38.86 12.55 56.54 Co13 56 5.38 102.96 -1.98 38.86 12.55 56.54 Co13 57 -2.09 211.98 2.39 38.86 -15.17 56.54 Co13 58 -2.09 211.98 -2.64 38.86 16.73 56.54 Co13 59 -0.91 211.98 2.39 38.86 -15.17 56.54 Co13 60 -0.91 211.98 -2.64 38.86 16.73 56.54 Co13 61 -1.28 211.98 2.39 38.86 -15.17 56.54 Co13 62 -1.28 211.98 -2.64 38.86 16.73 56.54 Cola 63 0.27 102.96 2.39 38.86 -15.17 56.54 Co13 64 0.27 102.96 -2.64 38.86 16.73 56.54 4/19/2022 EwDes-R.out Page 15 Co13 65 -0.92 211.98 2.39 38.86 -15.17 56.54 Co13 66 -2.10 211.98 2.39 38.86 -15.17 56.54 Co13 67 -0.92 211.98 -2.64 38.86 16.73 56.54 Co13 68 -2.10 211.98 -2.64 38.86 16.73 56.54 Co13 69 2.79 102.96 0.00 38.86 0.00 44.57 Co13 70 2.76 102.96 0.00 38.86 0.00 44.57 Co13 71 4.43 102.96 0.00 38.86 0.00 44.57 Co13 72 4.41 102.96 0.00 38.86 0.00 44.57 Co13 73 3.74 102.96 0.00 38.86 0.00 44.57 Co13 74 3.72 102.96 0.00 38.86 0.00 44.57 Co13 75 0.98 102.96 0.00 38.86 0.00 44.57 Co13 76 0.95 102.96 0.00 38.86 0.00 44.57 Co13 77 3.65 102.96 0.00 38.86 0.00 44.57 Co13 78 4.26 102.96 0.00 38.86 0.00 44.57 Co13 79 4.54 102.96 0.00 38.86 0.00 44.57 Co13 80 5.15 102.96 0.00 38.86 0.00 44.57 Co13 81 4.53 102.96 0.00 38.86 0.00 44.57 Co13 82 3.65 102.96 0.00 38.86 0.00 44.57 Co13 83 8.85 102.96 0.00 38.86 0.00 44.57 Co13 84 9.47 102.96 0.00 38.86 0.00 44.57 Co13 85 9.74 102.96 0.00 38.86 0.00 44.57 Co13 86 10.35 102.96 0.00 38.86 0.00 44.57 Cola 87 9.74 102.96 0.00 38.86 0.00 44.57 Co13 88 8.85 102.96 0.00 38.86 0.00 44.57 Co13 89 5.38 102.96 0.00 38.86 0.00 44.57 Co13 90 6.00 102.96 0.00 38.86 0.00 44.57 Co13 91 6.27 102.96 0.00 38.86 0.00 44.57 Co13 92 6.88 102.96 0.00 38.86 0.00 44.57 Cola 93 6.27 102.96 0.00 38.86 0.00 44.57 Co13 94 5.38 102.96 0.00 38.86 0.00 44.57 Co13 95 -2.09 211.98 0.00 38.86 0.00 44.57 Co13 96 -1.28 211.98 0.00 38.86 0.00 44.57 Co13 97 -0.91 211.98 0.00 38.86 0.00 44.57 Co13 98 0.27 102.96 0.00 38.86 0.00 44.57 Co13 99 -0.92 211.98 0.00 38.86 0.00 44.57 Co13 100 -2.10 211.98 0.00 38.86 0.00 44.57 Co13 101 7.05 102.96 0.00 38.86 0.00 44.57 Co13 102 9.36 102.96 0.00 38.86 0.00 44.57 Co13 103 5.52 102.96 0.00 38.86 0.00 44.57 Co13 104 7.83 102.96 0.00 38.86 0.00 44.57 Co13 105 9.37 102.96 0.00 38.86 0.00 44.57 Co13 106 7.05 102.96 0.00 38.86 0.00 44.57 Co13 107 0.77 102.96 2.39 38.86 -15.17 56.54 Co13 108 0.77 102.96 -2.64 38.86 16.73 56.54 Co13 109 1.95 102.96 2.39 38.86 -15.17 56.54 Co13 110 1.95 102.96 -2.64 38.86 16.73 56.54 Co13 111 1.13 102.96 2.39 38.86 -15.17 56.54 Co13 112 -0.66 211.98 2.39 38.86 -15.17 56.54 Co13 113 1.13 102.96 -2.64 38.86 16.73 56.54 Co13 114 -0.66 211.98 -2.64 38.86 16.73 56.54 Co13 115 11.00 102.96 0.00 38.86 0.00 44.57 Co13 116 10.98 102.96 0.00 38.86 0.00 44.57 Co13 117 7.53 102.96 0.00 38.86 0.00 44.57 Co13 118 7.51 102.96 0.00 38.86 0.00 44.57 Co14 1 1.14 43.05 0.00 26.83 0.00 17.31 Co14 2 2.82 43.05 0.00 26.83 0.00 17.31 Co14 3 5.74 43.05 0.00 26.83 0.00 17.31 C014 4 3.79 43.05 0.00 26.83 0.00 17.31 Co14 5 2.82 43.05 0.00 26.83 0.00 17.31 Co14 6 2.40 43.05 0.00 26.83 0.00 17.31 Co14 7 4.59 43.05 0.00 26.83 0.00 17.31 Co14 8 3.13 43.05 0.00 26.83 0.00 17.31 Colo 9 -0.71 88.62 1.36 26.83 -8.93 18.26 Co14 10 -0.71 88.62 -1.56 26.83 10.24 18.26 Co14 11 -0.23 88.62 1.36 26.83 -8.93 18.26 Co14 12 -0.23 88.62 -1.56 26.83 10.24 18.26 C014 13 -0.39 88.62 1.36 26.83 -8.93 18.26 Co14 14 -0.39 88.62 -1.56 26.83 10.24 18.26 Co14 15 0.35 43.05 1.36 26.83 -8.93 18.26 Co14 16 0.35 43.05 -1.56 26.83 10.24 18.26 Co14 17 0.10 43.05 1.36 26.83 -8.93 18.26 4/19/2022 EwDes-R.out Page 16 Co14 18 -0.66 88.62 1.36 26.83 -8.93 18.26 Co14 19 0.10 43.05 -1.56 26.83 10.24 18.26 Co14 20 -0.66 88.62 -1.56 26.83 10.24 18.26 Co14 21 1.53 43.05 1.02 26.83 -6.70 18.26 Co14 22 1.53 43.05 -1.17 26.83 7.68 18.26 Co14 23 1.89 43.05 1.02 26.83 -6.70 18.26 Co14 24 1.89 43.05 -1.17 26.83 7.68 18.26 Co14 25 1.77 43.05 1.02 26.83 -6.70 18.26 Co14 26 1.77 43.05 -1.17 26.83 7.68 18.26 Co14 27 2.13 43.05 1.02 26.83 -6.70 18.26 Co14 28 2.13 43.05 -1.17 26.83 7.68 18.26 Co14 29 1.94 43.05 1.02 26.83 -6.70 18.26 Co14 30 1.57 43.05 1.02 26.83 -6.70 18.26 Co14 31 1.94 43.05 -1.17 26.83 7.68 18.26 Co14 32 1.57 43.05 -1.17 26.83 7.68 18.26 Co14 33 3.72 43.05 1.02 26.83 -6.70 18.26 Co14 34 3.72 43.05 -1.17 26.83 7.68 18.26 Co14 35 4.07 43.05 1.02 26.83 -6.70 18.26 Co14 36 4.07 43.05 -1.17 26.83 7.68 18.26 Co14 37 3.96 43.05 1.02 26.83 -6.70 18.26 Co14 38 3.96 43.05 -1.17 26.83 7.68 18.26 Co14 39 4.32 43.05 1.02 26.83 -6.70 18.26 C014 40 4.32 43.05 -1.17 26.83 7.68 18.26 Co14 41 4.12 43.05 1.02 26.83 -6.70 18.26 Co14 42 3.75 43.05 1.02 26.83 -6.70 18.26 Co14 43 4.12 43.05 -1.17 26.83 7.68 18.26 Co14 44 3.75 43.05 -1.17 26.83 7.68 18.26 Co14 45 2.26 43.05 1.02 26.83 -6.70 18.26 Co14 46 2.26 43.05 -1.17 26.83 7.68 18.26 Co14 47 2.62 43.05 1.02 26.83 -6.70 18.26 Co14 48 2.62 43.05 -1.17 26.83 7.68 18.26 Co14 49 2.50 43.05 1.02 26.83 -6.70 18.26 Co14 50 2.50 43.05 -1.17 26.83 7.68 18.26 Co14 51 2.86 43.05 1.02 26.83 -6.70 18.26 Co14 52 2.86 43.05 -1.17 26.83 7.68 18.26 Co14 53 2.67 43.05 1.02 26.83 -6.70 18.26 Co14 54 2.30 43.05 1.02 26.83 -6.70 18.26 Co14 55 2.67 43.05 -1.17 26.83 7.68 18.26 C014 56 2.30 43.05 -1.17 26.83 7.68 18.26 Co14 57 -0.89 88.62 1.36 26.83 -8.93 18.26 Co14 58 -0.89 88.62 -1.56 26.83 10.24 18.26 Co14 59 -0.41 88.62 1.36 26.83 -8.93 18.26 Co14 60 -0.41 88.62 -1.56 26.83 10.24 18.26 Co14 61 -0.57 88.62 1.36 26.83 -8.93 18.26 Co14 62 -0.57 88.62 -1.56 26.83 10.24 18.26 Co14 63 0.07 43.05 1.36 26.83 -8.93 18.26 Co14 64 0.07 43.05 -1.56 26.83 10.24 18.26 C014 65 -0.34 88.62 1.36 26.83 -8.93 18.26 Co14 66 -0.84 88.62 1.36 26.83 -8.93 18.26 Co14 67 -0.34 88.62 -1.56 26.83 10.24 18.26 Co14 68 -0.84 88.62 -1.56 26.83 10.24 18.26 Co14 69 1.14 43.05 0.00 26.83 0.00 17.31 Co14 70 1.17 43.05 0.00 26.83 0.00 17.31 C014 71 1.84 43.05 0.00 26.83 0.00 17.31 Co14 72 1.86 43.05 0.00 26.83 0.00 17.31 Co14 73 1.55 43.05 0.00 26.83 0.00 17.31 Co14 74 1.57 43.05 0.00 26.83 0.00 17.31 Co14 75 0.38 43.05 0.00 26.83 0.00 17.31 Co14 76 0.40 43.05 0.00 26.83 0.00 17.31 Co14 77 1.53 43.05 0.00 26.83 0.00 17.31 Co14 78 1.77 43.05 0.00 26.83 0.00 17.31 Co14 79 1.89 43.05 0.00 26.83 0.00 17.31 Co14 80 2.13 43.05 0.00 26.83 0.00 17.31 Co14 81 1.94 43.05 0.00 26.83 0.00 17.31 Co14 82 1.57 43.05 0.00 26.83 0.00 17.31 Co14 83 3.72 43.05 0.00 26.83 0.00 17.31 Co14 84 3.96 43.05 0.00 26.83 0.00 17.31 C014 85 4.07 43.05 0.00 26.83 0.00 17.31 Co14 86 4.32 43.05 0.00 26.83 0.00 17.31 Co14 87 4.12 43.05 0.00 26.83 0.00 17.31 Co14 88 3.75 43.05 0.00 26.83 0.00 17.31 4/19/2022 EwDes-R.out Page 17 Co14 89 2.26 43.05 0.00 26.83 0.00 17.31 Co14 90 2.50 43.05 0.00 26.83 0.00 17.31 C014 91 2.62 43.05 0.00 26.83 0.00 17.31 Co14 92 2.86 43.05 0.00 26.83 0.00 17.31 C014 93 2.67 43.05 0.00 26.83 0.00 17.31 Co14 94 2.30 43.05 0.00 26.83 0.00 17.31 Co14 95 -0.89 88.62 0.00 26.83 0.00 17.31 Co14 96 -0.57 88.62 0.00 26.83 0.00 17.31 Co14 97 -0.41 88.62 0.00 26.83 0.00 17.31 Co14 98 0.07 43.05 0.00 26.83 0.00 17.31 Co14 99 -0.34 88.62 0.00 26.83 0.00 17.31 Co14 100 -0.84 88.62 0.00 26.83 0.00 17.31 Co14 101 2.39 43.05 0.00 26.83 0.00 17.31 C014 102 3.74 43.05 0.00 26.83 0.00 17.31 Co14 103 2.52 43.05 0.00 26.83 0.00 17.31 Co14 104 3.87 43.05 0.00 26.83 0.00 17.31 Co14 105 3.74 43.05 0.00 26.83 0.00 17.31 Co14 106 2.39 43.05 0.00 26.83 0.00 17.31 Co14 107 0.30 43.05 1.36 26.83 -8.93 18.26 Co14 108 0.30 43.05 -1.56 26.83 10.24 18.26 Co14 109 0.78 43.05 1.36 26.83 -8.93 18.26 Co14 110 0.78 43.05 -1.56 26.83 10.24 18.26 Co14 111 0.52 43.05 1.36 26.83 -8.93 18.26 Co14 112 -0.23 88.62 1.36 26.83 -8.93 18.26 Co14 113 0.52 43.05 -1.56 26.83 10.24 18.26 Co14 114 -0.23 88.62 -1.56 26.83 10.24 18.26 Co14 115 4.60 43.05 0.00 26.83 0.00 17.31 Co14 116 4.62 43.05 0.00 26.83 0.00 17.31 Co14 117 3.14 43.05 0.00 26.83 0.00 17.31 Co14 118 3.16 43.05 0.00 26.83 0.00 17.31 ----- ---- ------ ------ ------ ------ ------ ------ Rafl 1 0.04 115.87 -1.20 37.44 3.86 41.79 Rafl 2 0.11 115.87 -3.52 37.44 11.29 41.79 Rafl 3 0.25 115.87 -7.52 37.44 24.11 41.79 Rafl 4 0.16 115.87 -4.85 37.44 15.56 41.79 Rafl 5 0.12 115.87 -3.52 37.44 11.29 41.79 Rafl 6 0.10 115.87 -2.94 37.44 9.43 41.79 Rafl 7 0.20 115.87 -5.94 37.44 19.05 41.79 Rafl 8 0.13 115.87 -3.94 37.44 12.63 41.79 Rafl 9 0.58 108.71 0.96 37.44 -3.07 41.79 Rafl 10 0.58 108.71 0.96 37.44 -3.07 41.79 Rafl 11 0.72 108.71 0.28 37.44 -0.89 41.79 Rafl 12 0.72 108.71 0.28 37.44 -0.89 41.79 Rafl 13 1.06 108.71 0.49 37.44 -1.56 41.79 Rafl 14 1.06 108.71 0.49 37.44 -1.56 41.79 Rafl 15 1.12 108.71 -0.19 37.44 0.61 41.79 Rafl 16 1.12 108.71 -0.19 37.44 0.61 41.79 Rafl 17 -0.82 157.49 0.28 37.44 -0.89 41.79 Rafl 18 -0.76 157.49 0.96 37.44 -3.07 41.79 Rafl 19 -0.82 157.49 0.26 37.44 -0.89 41.79 Rafl 20 -0.76 157.49 0.96 37.44 -3.07 41.79 Rafl 21 0.51 108.71 -1.75 37.44 5.63 41.79 Rafl 22 0.51 108.71 -1.75 37.44 5.63 41.79 Rafl 23 0.61 108.71 -2.26 37.44 7.26 41.79 Rafl 24 0.61 108.71 -2.26 37.44 7.26 41.79 Rafl 25 0.86 108.71 -2.11 37.44 6.76 41.79 Rafl 26 0.86 108.71 -2.11 37.44 6.76 41.79 Rafl 27 0.91 108.71 -2.62 37.44 8.39 41.79 Rafl 28 0.91 108.71 -2.62 37.44 8.39 41.79 Rafl 29 -0.68 157.49 -2.26 37.44 7.26 41.79 Rafl 30 -0.60 157.49 -1.75 37.44 5.63 41.79 Rafl 31 -0.68 157.49 -2.26 37.44 7.26 41.79 Rafl 32 -0.60 157.49 -1.75 37.44 5.63 41.79 Rafl 33 0.59 108.71 -4.75 37.44 15.25 41.79 Rafl 34 0.59 108.71 -4.75 37.44 15.25 41.79 Rafl 35 0.70 108.71 -5.26 37.44 16.88 41.79 Rafl 36 0.70 108.71 -5.26 37.44 16.88 41.79 Rafl 37 0.95 108.71 -5.11 37.44 16.38 41.79 Rafl 38 0.95 108.71 -5.11 37.44 16.38 41.79 Rafl 39 1.00 108.71 -5.61 37.44 18.01 41.79 Rafl 40 1.00 108.71 -5.61 37.44 18.01 41.79 4/19/2022 EwDes-R.out Page 18 Raft 41 -0.80 157.49 -5.26 37.44 16.88 41.79 Raft 42 -0.72 157.49 -4.75 37.44 15.25 41.79 Raft 43 -0.80 157.49 -5.26 37.44 16.88 41.79 Raft 44 -0.72 157.49 -4.75 37.44 15.25 41.79 Raft 45 0.53 108.71 -2.75 37.44 8.83 41.79 Raft 46 0.53 108.71 -2.75 37.44 8.83 41.79 Raft 47 0.64 108.71 -3.26 37.44 10.46 41.79 Raft 48 0.64 108.71 -3.26 37.44 10.46 41.79 Raft 49 0.89 108.71 -3.11 37.44 9.96 41.79 Rafl 50 0.89 108.71 -3.11 37.44 9.96 41.79 Raft 51 0.94 108.71 -3.61 37.44 11.60 41.79 Rafl 52 0.94 108.71 -3.61 37.44 11.60 41.79 Rafl 53 -0.72 157.49 -3.26 37.44 10.46 41.79 Rafl 54 -0.64 157.49 -2.75 37.44 8.83 41.79 Rafl 55 -0.72 157.49 -3.26 37.44 10.46 41.79 Rafl 56 -0.64 157.49 -2.75 37.44 8.83 41.79 Rafl 57 0.57 108.71 1.21 37.44 -3.87 41.79 Rafl 58 0.57 108.71 1.21 37.44 -3.87 41.79 Rafl 59 0.71 108.71 0.53 37.44 -1.69 41.79 Rafl 60 0.71 108.71 0.53 37.44 -1.69 41.79 Rafl 61 1.05 108.71 0.74 37.44 -2.36 41.79 Rafl 62 1.05 108.71 0.74 37.44 -2.36 41.79 Rafl 63 1.12 108.71 0.06 37.44 -0.18 41.79 Rafl 64 1.12 108.71 0.06 37.44 -0.18 41.79 Rafl 65 -0.81 157.49 0.53 37.44 -1.69 41.79 Rafl 66 -0.75 157.49 1.21 37.44 -3.87 41.79 Rafl 67 -0.81 157.49 0.53 37.44 -1.69 41.79 Rafl 68 -0.75 157.49 1.21 37.44 -3.87 41.79 Rafl 69 0.47 115.87 -1.25 37.44 4.00 41.79 Rafl 70 0.92 108.71 -1.23 37.44 3.95 41.79 Rafl 71 0.33 115.87 -2.19 37.44 7.03 41.79 Rafl 72 0.72 108.71 -2.18 37.44 6.99 41.79 Rafl 73 0.34 115.87 -1.79 37.44 5.75 41.79 Rafl 74 0.71 108.71 -1.78 37.44 5.71 41.79 Rafl 75 0.48 115.87 -0.36 37.44 1.16 41.79 Rafl 76 0.90 108.71 -0.35 37.44 1.11 41.79 Raft 77 0.51 108.71 -1.75 37.44 5.63 41.79 Rafl 78 0.86 108.71 -2.11 37.44 6.76 41.79 Rafl 79 0.61 108.71 -2.26 37.44 7.26 41.79 Rafl 80 0.91 108.71 -2.62 37.44 8.39 41.79 Rafl 81 -0.68 157.49 -2.26 37.44 7.26 41.79 Rafl 82 -0.60 157.49 -1.75 37.44 5.63 41.79 Rafl 83 0.59 108.71 -4.75 37.44 15.25 41.79 Rafl 84 0.95 108.71 -5.11 37.44 16.38 41.79 Rafl 85 0.70 108.71 -5.26 37.44 16.88 41.79 Rafl 86 1.00 108.71 -5.61 37.44 18.01 41.79 Raft 87 -0.80 157.49 -5.26 37.44 16.88 41.79 Rafl 88 -0.72 157.49 -4.75 37.44 15.25 41.79 Rafl 89 0.53 108.71 -2.75 37.44 8.83 41.79 Rafl 90 0.89 108.71 -3.11 37.44 9.96 41.79 Rafl 91 0.64 108.71 -3.26 37.44 10.46 41.79 Rafl 92 0.94 108.71 -3.61 37.44 11.60 41.79 Rafl 93 -0.72 157.49 -3.26 37.44 10.46 41.79 Rafl 94 -0.64 157.49 -2.75 37.44 8.83 41.79 Rafl 95 0.57 108.71 1.21 37.44 -3.87 41.79 Rafl 96 1.05 108.71 0.74 37.44 -2.36 41.79 Rafl 97 0.71 108.71 0.53 37.44 -1.69 41.79 Rafl 98 1.12 108.71 0.06 37.44 -0.18 41.79 Rafl 99 -0.81 157.49 0.53 37.44 -1.69 41.79 Rafl 100 -0.75 157.49 1.21 37.44 -3.87 41.79 Rafl 101 0.17 115.87 -4.90 37.44 16.52 41.79 Rafl 102 0.15 115.87 3.47 37.44 11.22 41.79 Rafl 103 0.14 108.71 -4.77 37.44 14.04 39.70 Rafl 104 0.09 108.71 -2.98 37.44 8.74 39.55 Rafl 105 0.14 115.87 3.47 37.44 11.22 41.79 Rafl 106 0.17 115.87 -4.90 37.44 16.53 41.79 Rafl 107 1.07 108.71 -0.09 37.44 0.29 41.79 Rafl 108 1.07 108.71 -0.09 37.44 0.29 41.79 Rafl 109 1.14 108.71 -0.77 37.44 2.47 41.79 Rafl 110 1.14 108.71 -0.77 37.44 2.47 41.79 Rafl 111 -0.82 157.49 -0.30 37.44 0.96 41.79 4/19/2022 EwDes-R.out Page 19 Raft 112 -0.76 157.49 0.38 37.44 -1.21 41.79 Raft 113 -0.82 157.49 -0.30 37.44 0.96 41.79 Raft 114 -0.76 157.49 0.38 37.44 -1.21 41.79 Raft 115 0.39 115.87 -5.98 37.44 19.18 41.79 Rafl 116 0.83 108.71 -5.97 37.44 19.15 41.79 Rafl 117 0.33 115.87 -3.98 37.44 12.77 41.79 Rafl 118 0.77 108.71 -3.97 37.44 12.73 41.79 Raft 1 0.05 110.68 1.17 37.44 3.66 41.39 Raft 2 0.14 110.68 3.43 37.44 10.72 41.79 Raf2 3 0.31 110.68 7.33 37.44 22.90 41.79 Raf2 4 0.20 110.68 4.73 37.44 14.77 41.79 Raf2 5 0.14 110.68 3.43 37.44 10.72 41.79 Raf2 6 0.12 110.68 2.87 37.44 8.95 41.79 Raf2 7 0.24 110.68 5.79 37.44 18.09 41.79 Raf2 8 0.16 110.68 3.84 37.44 12.00 41.79 Raf2 9 0.40 115.87 -0.93 37.44 -2.92 41.79 Raf2 10 0.40 115.87 -0.93 37.44 -2.92 41.79 Raf2 11 0.66 110.68 -0.27 37.44 -0.85 41.79 Raf2 12 0.66 110.68 -0.27 37.44 -0.85 41.79 Raf2 13 0.86 115.87 -0.48 37.44 -1.49 41.79 Raf2 14 0.86 115.87 -0.48 37.44 -1.49 41.79 Raf2 15 1.19 110.68 0.19 37.44 0.58 41.79 Raf2 16 1.19 110.68 0.19 37.44 0.58 41.79 Raf2 17 -0.98 157.49 -0.27 37.44 -0.85 41.79 Raf2 18 -0.95 157.49 -0.93 37.44 -2.92 41.79 Raf2 19 -0.98 157.49 -0.27 37.44 -0.85 41.79 Raf2 20 -0.95 157.49 -0.93 37.44 -2.92 41.79 Raf2 21 0.34 110.68 1.71 37.44 5.34 41.79 Raf2 22 0.34 110.68 1.71 37.44 5.34 41.79 Raf2 23 0.60 110.68 2.21 37.44 6.89 41.79 Raf2 24 0.60 110.68 2.21 37.44 6.89 41.79 Raf2 25 0.71 110.68 2.05 37.44 6.42 41.79 Raf2 26 0.71 110.68 2.05 37.44 6.42 41.79 Raf2 27 0.99 110.68 2.55 37.44 7.97 41.79 Raf2 28 0.99 110.68 2.55 37.44 7.97 41.79 Raf2 29 -0.80 157.49 2.21 37.44 6.89 41.79 Raf2 30 -0.79 157.49 1.71 37.44 5.34 41.79 Raf2 31 -0.80 157.49 2.21 37.44 6.89 41.79 Raf2 32 -0.79 157.49 1.71 37.44 5.34 41.79 Raf2 33 0.46 110.68 4.63 37.44 14.48 41.79 Raf2 34 0.46 110.68 4.63 37.44 14.48 41.79 Raf2 35 0.72 110.68 5.13 37.44 16.03 41.79 Raf2 36 0.72 110.68 5.13 37.44 16.03 41.79 Raf2 37 0.83 110.68 4.98 37.44 15.55 41.79 Raf2 38 0.83 110.68 4.98 37.44 15.55 41.79 Raf2 39 1.11 110.68 5.47 37.44 17.10 41.79 Raf2 40 1.11 110.68 5.47 37.44 17.10 41.79 Raf2 41 -0.88 157.49 5.13 37.44 16.03 41.79 Raf2 42 -0.87 157.49 4.63 37.44 14.48 41.79 Raf2 43 -0.88 157.49 5.13 37.44 16.03 41.79 Raf2 44 -0.87 157.49 4.63 37.44 14.48 41.79 Raf2 45 0.38 110.68 2.68 37.44 8.38 41.79 Raf2 46 0.38 110.68 2.68 37.44 8.38 41.79 Raf2 47 0.64 110.68 3.18 37.44 9.94 41.79 Raf2 48 0.64 110.68 3.18 37.44 9.94 41.79 Raf2 49 0.75 110.68 3.03 37.44 9.46 41.79 Raf2 50 0.75 110.68 3.03 37.44 9.46 41.79 Raf2 51 1.03 110.68 3.52 37.44 11.01 41.79 Raf2 52 1.03 110.68 3.52 37.44 11.01 41.79 Raf2 53 -0.83 157.49 3.18 37.44 9.94 41.79 Raf2 54 -0.81 157.49 2.68 37.44 8.38 41.79 Raf2 55 -0.83 157.49 3.18 37.44 9.94 41.79 Raf2 56 -0.81 157.49 2.68 37.44 8.38 41.79 Raf2 57 0.40 115.87 -1.18 37.44 -3.68 41.79 Raf2 58 0.40 115.87 -1.18 37.44 -3.68 41.79 Raf2 59 0.65 110.68 -0.51 37.44 -1.61 41.79 Raf2 60 0.65 110.68 -0.51 37.44 -1.61 41.79 Raf2 61 0.86 115.87 -0.72 37.44 -2.24 41.79 Raf2 62 0.86 115.87 -0.72 37.44 -2.24 41.79 Raf2 63 1.18 110.68 -0.06 37.44 -0.18 41.79 Raf2 64 1.18 110.68 -0.06 37.44 -0.18 41.79 4/19/2022 EwDes-R.out Page 20 Raft 65 -0.97 157.49 -0.51 37.44 -1.61 41.79 Raft 66 -0.95 157.49 -1.18 37.44 -3.68 41.79 Raft 67 -0.97 157.49 -0.51 37.44 -1.61 41.79 Raft 68 -0.95 157.49 -1.18 37.44 -3.68 41.79 Raf2 69 0.85 110.68 1.22 37.44 3.80 41.79 Raf2 70 0.38 110.68 1.20 37.44 3.75 41.79 Raf2 71 0.60 110.68 2.14 37.44 6.68 41.79 Raf2 72 0.33 110.68 2.12 37.44 6.64 41.79 Raf2 73 0.61 110.68 1.75 37.44 5.46 41.79 Raf2 74 0.32 110.68 1.73 37.44 5.42 41.79 Raf2 75 0.88 110.68 0.35 37.44 1.11 41.79 Raf2 76 0.34 110.68 0.34 37.44 1.06 41.79 Raf2 77 0.34 110.68 1.71 37.44 5.34 41.79 Raf2 78 0.71 110.68 2.05 37.44 6.42 41.79 Raf2 79 0.60 110.68 2.21 37.44 6.89 41.79 Raf2 80 0.99 110.68 2.55 37.44 7.97 41.79 Raf2 81 -0.80 157.49 2.21 37.44 6.89 41.79 Raf2 82 -0.79 157.49 1.71 37.44 5.34 41.79 Raf2 83 0.46 110.68 4.63 37.44 14.48 41.79 Raf2 84 0.83 110.68 4.98 37.44 15.55 41.79 Raf2 85 0.72 110.68 5.13 37.44 16.03 41.79 Raf2 86 1.11 110.68 5.47 37.44 17.10 41.79 Raf2 87 -0.88 157.49 5.13 37.44 16.03 41.79 Raf2 88 -0.87 157.49 4.63 37.44 14.48 41.79 Raf2 89 0.38 110.68 2.68 37.44 8.38 41.79 Raf2 90 0.75 110.68 3.03 37.44 9.46 41.79 Raf2 91 0.64 110.68 3.18 37.44 9.94 41.79 Raf2 92 1.03 110.68 3.52 37.44 11.01 41.79 Raf2 93 -0.83 157.49 3.18 37.44 9.94 41.79 Raf2 94 -0.81 157.49 2.68 37.44 8.38 41.79 Raf2 95 0.40 115.87 -1.18 37.44 -3.68 41.79 Raf2 96 0.86 115.87 -0.72 37.44 -2.24 41.79 Raf2 97 0.65 110.68 -0.51 37.44 -1.61 41.79 Raf2 98 1.18 110.68 -0.06 37.44 -0.18 41.79 Raf2 99 -0.97 157.49 -0.51 37.44 -1.61 41.79 Raf2 100 -0.95 157.49 -1.18 37.44 -3.68 41.79 Raf2 101 0.13 110.68 -3.40 37.44 10.70 41.79 Raf2 102 0.20 110.68 4.78 37.44 15.82 41.79 Raf2 103 0.12 110.68 2.90 37.44 8.17 38.96 Raf2 104 0.19 110.68 4.65 37.44 13.29 39.48 Raf2 105 0.20 110.68 4.78 37.44 15.82 41.79 Raf2 106 0.12 110.68 -3.41 37.44 10.70 41.79 Raf2 107 0.84 110.68 0.09 37.44 0.28 41.79 Raf2 108 0.84 110.68 0.09 37.44 0.28 41.79 Raf2 109 1.21 110.68 0.75 37.44 2.35 41.79 Raf2 110 1.21 110.68 0.75 37.44 2.35 41.79 Raf2 ill -0.99 157.49 0.29 37.44 0.92 41.79 Raf2 112 -0.97 157.49 -0.37 37.44 -1.15 41.79 Raf2 113 -0.99 157.49 0.29 37.44 0.92 41.79 Raf2 114 -0.97 157.49 -0.37 37.44 -1.15 41.79 Raf2 115 0.66 110.68 5.83 37.44 18.22 41.79 Raf2 116 0.49 110.68 5.82 37.44 18.18 41.79 Raf2 117 0.58 110.68 3.88 37.44 12.12 41.79 Raf2 118 0.41 110.68 3.87 37.44 12.09 41.79 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Coll 1 0.02 0.00 0.00 0.02 0.02 Coll 2 0.06 0.00 0.00 0.06 0.06 Coll 3 0.12 0.00 0.00 0.12 0.12 Coll 4 0.08 0.00 0.00 0.08 0.08 Coll 5 0.06 0.00 0.00 0.06 0.06 Coll 6 0.05 0.00 0.00 0.05 0.05 Coll 7 0.10 0.00 0.00 0.10 0.10 Coll 8 0.06 0.00 0.00 0.06 0.06 Coll 9 0.01 0.05 0.43 0.42 0.42 Coll 10 0.01 0.05 0.49 0.48 0.48 Coll 11 0.00 0.05 0.43 0.42 0.42 4/19/2022 EwDes-R.out Page 21 Coll 12 0.00 0.05 0.49 0.49 0.49 Coll 13 0.00 0.05 0.43 0.42 0.42 Coll 14 0.00 0.05 0.49 0.48 0.48 Coll 15 0.01 0.05 0.43 0.43 0.43 Coll 16 0.01 0.05 0.49 0.49 0.49 Coll 17 0.00 0.05 0.43 0.42 0.42 Coll 18 0.01 0.05 0.43 0.42 0.42 Coll 19 0.00 0.05 0.49 0.49 0.49 Coll 20 0.01 0.05 0.49 0.48 0.48 Coll 21 0.03 0.04 0.32 0.33 0.33 Coll 22 0.03 0.04 0.37 0.38 0.38 Coll 23 0.04 0.04 0.32 0.34 0.34 Coll 24 0.04 0.04 0.37 0.38 0.38 Coll 25 0.04 0.04 0.32 0.34 0.34 Coll 26 0.04 0.04 0.37 0.38 0.38 Coll 27 0.05 0.04 0.32 0.34 0.34 Coll 28 0.05 0.04 0.37 0.39 0.39 Coll 29 0.04 0.04 0.32 0.34 0.34 Coll 30 0.03 0.04 0.32 0.33 0.33 Coll 31 0.04 0.04 0.37 0.38 0.38 Coll 32 0.03 0.04 0.37 0.38 0.38 Coll 33 0.08 0.04 0.32 0.36 0.36 Coll 34 0.08 0.04 0.37 0.40 0.40 Coll 35 0.09 0.04 0.32 0.36 0.36 Coll 36 0.09 0.04 0.37 0.41 0.41 Coll 37 0.08 0.04 0.32 0.36 0.36 Coll 38 0.08 0.04 0.37 0.41 0.41 Coll 39 0.09 0.04 0.32 0.36 0.36 Coll 40 0.09 0.04 0.37 0.41 0.41 Coll 41 0.08 0.04 0.32 0.36 0.36 Coll 42 0.08 0.04 0.32 0.36 0.36 Coll 43 0.08 0.04 0.37 0.41 0.41 Coll 44 0.08 0.04 0.37 0.40 0.40 Coll 45 0.05 0.04 0.32 0.34 0.34 Coll 46 0.05 0.04 0.37 0.39 0.39 Coll 47 0.05 0.04 0.32 0.35 0.35 Coll 48 0.05 0.04 0.37 0.39 0.39 Coll 49 0.05 0.04 0.32 0.34 0.34 Coll 50 0.05 0.04 0.37 0.39 0.39 Coll 51 0.06 0.04 0.32 0.35 0.35 Coll 52 0.06 0.04 0.37 0.39 0.39 Coll 53 0.05 0.04 0.32 0.35 0.35 Coll 54 0.05 0.04 0.32 0.34 0.34 Coll 55 0.05 0.04 0.37 0.39 0.39 Coll 56 0.05 0.04 0.37 0.39 0.39 Coll 57 0.01 0.05 0.43 0.41 0.41 Coll 58 0.01 0.05 0.49 0.47 0.47 Coll 59 0.00 0.05 0.43 0.42 0.42 Coll 60 0.00 0.05 0.49 0.48 0.48 Coll 61 0.01 0.05 0.43 0.42 0.42 Coll 62 0.01 0.05 0.49 0.48 0.48 Coll 63 0.00 0.05 0.43 0.43 0.43 Coll 64 0.00 0.05 0.49 0.49 0.49 Coll 65 0.00 0.05 0.43 0.42 0.42 Coll 66 0.01 0.05 0.43 0.41 0.41 Coll 67 0.00 0.05 0.49 0.48 0.48 Coll 68 0.01 0.05 0.49 0.47 0.47 Coll 69 0.02 0.00 0.00 0.02 0.02 Coll 70 0.02 0.00 0.00 0.02 0.02 Coll 71 0.04 0.00 0.00 0.04 0.04 Coll 72 0.04 0.00 0.00 0.04 0.04 Coll 73 0.03 0.00 0.00 0.03 0.03 Coll 74 0.03 0.00 0.00 0.03 0.03 Coll 75 0.01 0.00 0.00 0.01 0.01 Coll 76 0.01 0.00 0.00 0.01 0.01 Coll 77 0.03 0.00 0.00 0.03 0.03 Coll 78 0.04 0.00 0.00 0.04 0.04 Coll 79 0.04 0.00 0.00 0.04 0.04 Coll 80 0.05 0.00 0.00 0.05 0.05 Coll 81 0.04 0.00 0.00 0.04 0.04 Coll 82 0.03 0.00 0.00 0.03 0.03 4/19/2022 EwDes-R.out Page 22 Coll 83 0.08 0.00 0.00 0.08 0.08 Coll 84 0.08 0.00 0.00 0.08 0.08 Coll 85 0.09 0.00 0.00 0.09 0.09 Coll 86 0.09 0.00 0.00 0.09 0.09 Coll 87 0.08 0.00 0.00 0.08 0.08 Coll 88 0.08 0.00 0.00 0.08 0.08 Coll 89 0.05 0.00 0.00 0.05 0.05 Coll 90 0.05 0.00 0.00 0.05 0.05 Coll 91 0.05 0.00 0.00 0.05 0.05 Coll 92 0.06 0.00 0.00 0.06 0.06 Coll 93 0.05 0.00 0.00 0.05 0.05 Coll 94 0.05 0.00 0.00 0.05 0.05 Coll 95 0.01 0.00 0.00 0.01 0.01 Coll 96 0.01 0.00 0.00 0.01 0.01 Coll 97 0.00 0.00 0.00 0.00 0.00 Coll 98 0.00 0.00 0.00 0.00 0.00 Coll 99 0.00 0.00 0.00 0.00 0.00 Coll 100 0.01 0.00 0.00 0.01 0.01 Coll 101 0.08 0.00 0.00 0.08 0.08 Coll 102 0.05 0.00 0.00 0.05 0.05 Coll 103 0.08 0.00 0.00 0.08 0.08 Coll 104 0.05 0.00 0.00 0.05 0.05 Coll 105 0.05 0.00 0.00 0.05 0.05 Coll 106 0.08 0.00 0.00 0.08 0.08 Coll 107 0.01 0.05 0.43 0.43 0.43 Coll 108 0.01 0.05 0.49 0.49 0.49 Coll 109 0.02 0.05 0.43 0.43 0.43 Coll 110 0.02 0.05 0.49 0.50 0.50 Coll 111 0.01 0.05 0.43 0.43 0.43 Coll 112 0.00 0.05 0.43 0.42 0.42 Coll 113 0.01 0.05 0.49 0.49 0.49 Coll 114 0.00 0.05 0.49 0.49 0.49 Coll 115 0.10 0.00 0.00 0.10 0.10 Coll 116 0.10 0.00 0.00 0.10 0.10 Coll 117 0.07 0.00 0.00 0.07 0.07 Coll 118 0.07 0.00 0.00 0.07 0.07 Co12 1 0.05 0.00 0.00 0.05 0.05 Co12 2 0.14 0.00 0.00 0.14 0.14 Co12 3 0.29 0.00 0.00 0.29 0.29 Co12 4 0.19 0.00 0.00 0.19 0.19 Co12 5 0.14 0.00 0.00 0.14 0.14 Co12 6 0.12 0.00 0.00 0.12 0.12 Co12 7 0.23 0.00 0.00 0.23 0.23 Co12 8 0.15 0.00 0.00 0.15 0.15 Co12 9 0.02 0.09 0.81 0.79 0.79 Co12 10 0.02 0.10 0.90 0.87 0.87 Co12 11 0.01 0.09 0.81 0.81 0.81 Co12 12 0.01 0.10 0.90 0.89 0.89 Co12 13 0.01 0.09 0.81 0.80 0.80 Co12 14 0.01 0.10 0.90 0.88 0.88 Co12 15 0.01 0.09 0.81 0.82 0.82 Co12 16 0.01 0.10 0.90 0.90 0.90 Co12 17 0.01 0.09 0.81 0.81 0.81 Co12 18 0.02 0.09 0.81 0.79 0.79 Co12 19 0.01 0.10 0.90 0.89 0.89 Co12 20 0.02 0.10 0.90 0.87 0.87 Co12 21 0.07 0.07 0.61 0.65 0.65 Co12 22 0.07 0.07 0.67 0.71 0.71 Co12 23 0.09 0.07 0.61 0.66 0.66 Co12 24 0.09 0.07 0.67 0.72 0.72 Co12 25 0.09 0.07 0.61 0.65 0.65 Co12 26 0.09 0.07 0.67 0.71 0.71 Co12 27 0.10 0.07 0.61 0.66 0.66 Co12 28 0.10 0.07 0.67 0.72 0.72 Co12 29 0.09 0.07 0.61 0.66 0.66 Co12 30 0.07 0.07 0.61 0.65 0.65 Co12 31 0.09 0.07 0.67 0.72 0.72 Co12 32 0.07 0.07 0.67 0.71 0.71 Co12 33 0.19 0.07 0.61 0.70 0.70 Co12 34 0.19 0.07 0.67 0.77 0.77 Co12 35 0.21 0.07 0.61 0.75 0.75 4/19/2022 EwDes-R.out Page 23 Co12 36 0.21 0.07 0.67 0.80 0.80 Co12 37 0.20 0.07 0.61 0.71 0.71 Co12 38 0.20 0.07 0.67 0.77 0.77 Co12 39 0.22 0.07 0.61 0.76 0.76 Co12 40 0.22 0.07 0.67 0.81 0.81 Co12 41 0.21 0.07 0.61 0.75 0.75 Co12 42 0.19 0.07 0.61 0.70 0.70 Co12 43 0.21 0.07 0.67 0.80 0.80 Co12 44 0.19 0.07 0.67 0.77 0.77 Co12 45 0.11 0.07 0.61 0.66 0.66 Co12 46 0.11 0.07 0.67 0.73 0.73 Co12 47 0.13 0.07 0.61 0.67 0.67 Co12 48 0.13 0.07 0.67 0.74 0.74 Co12 49 0.12 0.07 0.61 0.67 0.67 Co12 50 0.12 0.07 0.67 0.73 0.73 Co12 51 0.14 0.07 0.61 0.68 0.68 Co12 52 0.14 0.07 0.67 0.74 0.74 Co12 53 0.13 0.07 0.61 0.67 0.67 Co12 54 0.11 0.07 0.61 0.66 0.66 Colt 55 0.13 0.07 0.67 0.74 0.74 Co12 56 0.11 0.07 0.67 0.73 0.73 Co12 57 0.02 0.09 0.81 0.78 0.78 Co12 58 0.02 0.10 0.90 0.86 0.86 Co12 59 0.01 0.09 0.81 0.80 0.80 Co12 60 0.01 0.10 0.90 0.88 0.88 Co12 61 0.01 0.09 0.81 0.79 0.79 Co12 62 0.01 0.10 0.90 0.87 0.87 Co12 63 0.00 0.09 0.81 0.81 0.81 Co12 64 0.00 0.10 0.90 0.90 0.90 Co12 65 0.01 0.09 0.81 0.80 0.80 Co12 66 0.02 0.09 0.81 0.78 0.78 Co12 67 0.01 0.10 0.90 0.88 0.88 Co12 68 0.02 0.10 0.90 0.86 0.86 Co12 69 0.05 0.00 0.00 0.05 0.05 Co12 70 0.05 0.00 0.00 0.05 0.05 Co12 71 0.09 0.00 0.00 0.09 0.09 Co12 72 0.09 0.00 0.00 0.09 0.09 Co12 73 0.07 0.00 0.00 0.07 0.07 Co12 74 0.07 0.00 0.00 0.07 0.07 Co12 75 0.02 0.00 0.00 0.02 0.02 Co12 76 0.02 0.00 0.00 0.02 0.02 Co12 77 0.07 0.00 0.00 0.07 0.07 Co12 78 0.09 0.00 0.00 0.09 0.09 Co12 79 0.09 0.00 0.00 0.09 0.09 Co12 80 0.10 0.00 0.00 0.10 0.10 Co12 81 0.09 0.00 0.00 0.09 0.09 Co12 82 0.07 0.00 0.00 0.07 0.07 Co12 83 0.19 0.00 0.00 0.19 0.19 Co12 84 0.20 0.00 0.00 0.20 0.20 Co12 85 0.21 0.00 0.00 0.21 0.21 Co12 86 0.22 0.00 0.00 0.22 0.22 Co12 87 0.21 0.00 0.00 0.21 0.21 Co12 88 0.19 0.00 0.00 0.19 0.19 Co12 89 0.11 0.00 0.00 0.11 0.11 Co12 90 0.12 0.00 0.00 0.12 0.12 Co12 91 0.13 0.00 0.00 0.13 0.13 Co12 92 0.14 0.00 0.00 0.14 0.14 Co12 93 0.13 0.00 0.00 0.13 0.13 Co12 94 0.11 0.00 0.00 0.11 0.11 Co12 95 0.02 0.00 0.00 0.02 0.02 Co12 96 0.01 0.00 0.00 0.01 0.01 Co12 97 0.01 0.00 0.00 0.01 0.01 Co12 98 0.00 0.00 0.00 0.00 0.00 Co12 99 0.01 0.00 0.00 0.01 0.01 Co12 100 0.02 0.00 0.00 0.02 0.02 Co12 101 0.20 0.00 0.00 0.20 0.20 Co12 102 0.15 0.00 0.00 0.15 0.15 Co12 103 0.16 0.00 0.00 0.16 0.16 Co12 104 0.11 0.00 0.00 0.11 0.11 Co12 105 0.15 0.00 0.00 0.15 0.15 Co12 106 0.20 0.00 0.00 0.20 0.20 4/19/2022 EwDes-R.out Page 24 Co12 107 0.01 0.09 0.81 0.82 0.82 Co12 108 0.01 0.10 0.90 0.90 0.90 Co12 109 0.03 0.09 0.81 0.83 0.83 Co12 110 0.03 0.10 0.90 0.91 0.91 Co12 111 0.02 0.09 0.81 0.82 0.82 Colt 112 0.01 0.09 0.81 0.80 0.80 Co12 113 0.02 0.10 0.90 0.91 0.91 Co12 114 0.01 0.10 0.90 0.89 0.89 Co12 115 0.23 0.00 0.00 0.23 0.23 Co12 116 0.23 0.00 0.00 0.23 0.23 Co12 117 0.16 0.00 0.00 0.16 0.16 Co12 118 0.16 0.00 0.00 0.16 0.16 Co13 1 0.03 0.00 0.00 0.03 0.03 Co13 2 0.07 0.00 0.00 0.07 0.07 Co13 3 0.13 0.00 0.00 0.13 0.13 Co13 4 0.09 0.00 0.00 0.09 0.09 Co13 5 0.07 0.00 0.00 0.07 0.07 Co13 6 0.06 0.00 0.00 0.06 0.06 Co13 7 0.11 0.00 0.00 0.11 0.11 Co13 8 0.07 0.00 0.00 0.07 0.07 Co13 9 0.01 0.06 0.27 0.27 0.27 Co13 10 0.01 0.07 0.30 0.30 0.30 Co13 11 0.00 0.06 0.27 0.27 0.27 Co13 12 0.00 0.07 0.30 0.30 0.30 Co13 13 0.00 0.06 0.27 0.27 0.27 Co13 14 0.00 0.07 0.30 0.30 0.30 Co13 15 0.01 0.06 0.27 0.27 0.27 Co13 16 0.01 0.07 0.30 0.30 0.30 Co13 17 0.00 0.06 0.27 0.27 0.27 Co13 18 0.01 0.06 0.27 0.27 0.27 Cola 19 0.00 0.07 0.30 0.30 0.30 Co13 20 0.01 0.07 0.30 0.30 0.30 Co13 21 0.04 0.05 0.20 0.22 0.22 Co13 22 0.04 0.05 0.22 0.24 0.24 Co13 23 0.04 0.05 0.20 0.22 0.22 Co13 24 0.04 0.05 0.22 0.24 0.24 Co13 25 0.04 0.05 0.20 0.22 0.22 Co13 26 0.04 0.05 0.22 0.24 0.24 Co13 27 0.05 0.05 0.20 0.22 0.22 Co13 28 0.05 0.05 0.22 0.25 0.25 Co13 29 0.04 0.05 0.20 0.22 0.22 Co13 30 0.04 0.05 0.20 0.22 0.22 Co13 31 0.04 0.05 0.22 0.24 0.24 Co13 32 0.04 0.05 0.22 0.24 0.24 Co13 33 0.09 0.05 0.20 0.24 0.24 Co13 34 0.09 0.05 0.22 0.26 0.26 Co13 35 0.09 0.05 0.20 0.25 0.25 Co13 36 0.09 0.05 0.22 0.27 0.27 Co13 37 0.09 0.05 0.20 0.25 0.25 Co13 38 0.09 0.05 0.22 0.27 0.27 Co13 39 0.10 0.05 0.20 0.25 0.25 Co13 40 0.10 0.05 0.22 0.27 0.27 Co13 41 0.09 0.05 0.20 0.25 0.25 Co13 42 0.09 0.05 0.20 0.24 0.24 Co13 43 0.09 0.05 0.22 0.27 0.27 Co13 44 0.09 0.05 0.22 0.26 0.26 Co13 45 0.05 0.05 0.20 0.23 0.23 Co13 46 0.05 0.05 0.22 0.25 0.25 Co13 47 0.06 0.05 0.20 0.23 0.23 Co13 48 0.06 0.05 0.22 0.25 0.25 Co13 49 0.06 0.05 0.20 0.23 0.23 Cola 50 0.06 0.05 0.22 0.25 0.25 Co13 51 0.07 0.05 0.20 0.23 0.23 Co13 52 0.07 0.05 0.22 0.25 0.25 Co13 53 0.06 0.05 0.20 0.23 0.23 Co13 54 0.05 0.05 0.20 0.23 0.23 Co13 55 0.06 0.05 0.22 0.25 0.25 Cola 56 0.05 0.05 0.22 0.25 0.25 Co13 57 0.01 0.06 0.27 0.27 0.27 Co13 58 0.01 0.07 0.30 0.30 0.30 Co13 59 0.00 0.06 0.27 0.27 0.27 4/19/2022 EwDes-R.out Page 25 Co13 60 0.00 0.07 0.30 0.30 0.30 Co13 61 0.01 0.06 0.27 0.27 0.27 Co13 62 0.01 0.07 0.30 0.30 0.30 Co13 63 0.00 0.06 0.27 0.27 0.27 Co13 64 0.00 0.07 0.30 0.30 0.30 Co13 65 0.00 0.06 0.27 0.27 0.27 Co13 66 0.01 0.06 0.27 0.27 0.27 Co13 67 0.00 0.07 0.30 0.30 0.30 Co13 68 0.01 0.07 0.30 0.30 0.30 Co13 69 0.03 0.00 0.00 0.03 0.03 Co13 70 0.03 0.00 0.00 0.03 0.03 Co13 71 0.04 0.00 0.00 0.04 0.04 Co13 72 0.04 0.00 0.00 0.04 0.04 Co13 73 0.04 0.00 0.00 0.04 0.04 Co13 74 0.04 0.00 0.00 0.04 0.04 Co13 75 0.01 0.00 0.00 0.01 0.01 Co13 76 0.01 0.00 0.00 0.01 0.01 Co13 77 0.04 0.00 0.00 0.04 0.04 Co13 78 0.04 0.00 0.00 0.04 0.04 Co13 79 0.04 0.00 0.00 0.04 0.04 Co13 80 0.05 0.00 0.00 0.05 0.05 Co13 81 0.04 0.00 0.00 0.04 0.04 Co13 82 0.04 0.00 0.00 0.04 0.04 Co13 83 0.09 0.00 0.00 0.09 0.09 Co13 84 0.09 0.00 0.00 0.09 0.09 Co13 85 0.09 0.00 0.00 0.09 0.09 Co13 86 0.10 0.00 0.00 0.10 0.10 Co13 87 0.09 0.00 0.00 0.09 0.09 Co13 88 0.09 0.00 0.00 0.09 0.09 Co13 89 0.05 0.00 0.00 0.05 0.05 Co13 90 0.06 0.00 0.00 0.06 0.06 Co13 91 0.06 0.00 0.00 0.06 0.06 Co13 92 0.07 0.00 0.00 0.07 0.07 Co13 93 0.06 0.00 0.00 0.06 0.06 Co13 94 0.05 0.00 0.00 0.05 0.05 Co13 95 0.01 0.00 0.00 0.01 0.01 Co13 96 0.01 0.00 0.00 0.01 0.01 Co13 97 0.00 0.00 0.00 0.00 0.00 Co13 98 0.00 0.00 0.00 0.00 0.00 Co13 99 0.00 0.00 0.00 0.00 0.00 Co13 100 0.01 0.00 0.00 0.01 0.01 Co13 101 0.07 0.00 0.00 0.07 0.07 Co13 102 0.09 0.00 0.00 0.09 0.09 Co13 103 0.05 0.00 0.00 0.05 0.05 Co13 104 0.08 0.00 0.00 0.08 0.08 Co13 105 0.09 0.00 0.00 0.09 0.09 Co13 106 0.07 0.00 0.00 0.07 0.07 Co13 107 0.01 0.06 0.27 0.27 0.27 Co13 108 0.01 0.07 0.30 0.30 0.30 Co13 109 0.02 0.06 0.27 0.28 0.28 Co13 110 0.02 0.07 0.30 0.30 0.30 Co13 111 0.01 0.06 0.27 0.27 0.27 Co13 112 0.00 0.06 0.27 0.27 0.27 Co13 113 0.01 0.07 0.30 0.30 0.30 Co13 114 0.00 0.07 0.30 0.30 0.30 Co13 115 0.11 0.00 0.00 0.11 0.11 Co13 116 0.11 0.00 0.00 0.11 0.11 Co13 117 0.07 0.00 0.00 0.07 0.07 Co13 118 0.07 0.00 0.00 0.07 0.07 Co14 1 0.03 0.00 0.00 0.03 0.03 Co14 2 0.07 0.00 0.00 0.07 0.07 Co14 3 0.13 0.00 0.00 0.13 0.13 Co14 4 0.09 0.00 0.00 0.09 0.09 Co14 5 0.07 0.00 0.00 0.07 0.07 Co14 6 0.06 0.00 0.00 0.06 0.06 Co14 7 0.11 0.00 0.00 0.11 0.11 Co14 8 0.07 0.00 0.00 0.07 0.07 Co14 9 0.01 0.05 0.49 0.48 0.48 Co14 10 0.01 0.06 0.56 0.55 0.55 Co14 11 0.00 0.05 0.49 0.49 0.49 Co14 12 0.00 0.06 0.56 0.56 0.56 4/19/2022 EwDes-R.out Page 26 Co14 13 0.00 0.05 0.49 0.49 0.49 Co14 14 0.00 0.06 0.56 0.56 0.56 Co14 15 0.01 0.05 0.49 0.49 0.49 Co14 16 0.01 0.06 0.56 0.56 0.56 Co14 17 0.00 0.05 0.49 0.49 0.49 Co14 18 0.01 0.05 0.49 0.48 0.48 Co14 19 0.00 0.06 0.56 0.56 0.56 Co14 20 0.01 0.06 0.56 0.55 0.55 C014 21 0.04 0.04 0.37 0.38 0.38 Co14 22 0.04 0.04 0.42 0.44 0.44 C014 23 0.04 0.04 0.37 0.39 0.39 Co14 24 0.04 0.04 0.42 0.44 0.44 Co14 25 0.04 0.04 0.37 0.39 0.39 Co14 26 0.04 0.04 0.42 0.44 0.44 C014 27 0.05 0.04 0.37 0.39 0.39 Co14 28 0.05 0.04 0.42 0.44 0.44 Co14 29 0.05 0.04 0.37 0.39 0.39 C014 30 0.04 0.04 0.37 0.38 0.38 Co14 31 0.05 0.04 0.42 0.44 0.44 Co14 32 0.04 0.04 0.42 0.44 0.44 Co14 33 0.09 0.04 0.37 0.41 0.41 Co14 34 0.09 0.04 0.42 0.46 0.46 Co14 35 0.09 0.04 0.37 0.41 0.41 Co14 36 0.09 0.04 0.42 0.47 0.47 Co14 37 0.09 0.04 0.37 0.41 0.41 Co14 38 0.09 0.04 0.42 0.47 0.47 Co14 39 0.10 0.04 0.37 0.42 0.42 Co14 40 0.10 0.04 0.42 0.47 0.47 Co14 41 0.10 0.04 0.37 0.41 0.41 Co14 42 0.09 0.04 0.37 0.41 0.41 Co14 43 0.10 0.04 0.42 0.47 0.47 Co14 44 0.09 0.04 0.42 0.46 0.46 Co14 45 0.05 0.04 0.37 0.39 0.39 Co14 46 0.05 0.04 0.42 0.45 0.45 Co14 ' 47 0.06 0.04 0.37 0.40 0.40 Co14 48 0.06 0.04 0.42 0.45 0.45 Co14 49 0.06 0.04 0.37 0.39 0.39 Co14 50 0.06 0.04 0.42 0.45 0.45 Co14 51 0.07 0.04 0.37 0.40 0.40 Co14 52 0.07 0.04 0.42 0.45 0.45 Co14 53 0.06 0.04 0.37 0.40 0.40 Co14 54 0.05 0.04 0.37 0.39 0.39 Co14 55 0.06 0.04 0.42 0.45 0.45 Co14 56 0.05 0.04 0.42 0.45 0.45 Co14 57 0.01 0.05 0.49 0.48 0.48 Co14 58 0.01 0.06 0.56 0.55 0.55 Co14 59 0.00 0.05 0.49 0.48 0.48 Co14 60 0.00 0.06 0.56 0.56 0.56 Co14 61 0.01 0.05 0.49 0.48 0.48 Co14 62 0.01 0.06 0.56 0.55 0.55 Co14 63 0.00 0.05 0.49 0.49 0.49 Co14 64 0.00 0.06 0.56 0.56 0.56 Co14 65 0.00 0.05 0.49 0.48 0.48 Co14 66 0.01 0.05 0.49 0.48 0.48 Co14 67 0.00 0.06 0.56 0.56 0.56 Co14 68 0.01 0.06 0.56 0.55 0.55 Co14 69 0.03 0.00 0.00 0.03 0.03 Co14 70 0.03 0.00 0.00 0.03 0.03 Co14 71 0.04 0.00 0.00 0.04 0.04 Co14 72 0.04 0.00 0.00 0.04 0.04 Co14 73 0.04 0.00 0.00 0.04 0.04 Co14 74 0.04 0.00 0.00 0.04 0.04 Co14 75 0.01 0.00 0.00 0.01 0.01 Co14 76 0.01 0.00 0.00 0.01 0.01 Co14 77 0.04 0.00 0.00 0.04 0.04 Co14 78 0.04 0.00 0.00 0.04 0.04 Co14 79 0.04 0.00 0.00 0.04 0.04 Co14 80 0.05 0.00 0.00 0.05 0.05 Co14 81 0.05 0.00 0.00 0.05 0.05 Co14 82 0.04 0.00 0.00 0.04 0.04 Co14 83 0.09 0.00 0.00 0.09 0.09 4/19/2022 EwDes-R.out Page 27 Co14 84 0.09 0.00 0.00 0.09 0.09 Co14 85 0.09 0.00 0.00 0.09 0.09 Co14 86 0.10 0.00 0.00 0.10 0.10 Co14 87 0.10 0.00 0.00 0.10 0.10 Co14 88 0.09 0.00 0.00 0.09 0.09 Co14 89 0.05 0.00 0.00 0.05 0.05 Co14 90 0.06 0.00 0.00 0.06 0.06 Co14 91 0.06 0.00 0.00 0.06 0.06 Co14 92 0.07 0.00 0.00 0.07 0.07 Co14 93 0.06 0.00 0.00 0.06 0.06 Co14 94 0.05 0.00 0.00 0.05 0.05 Co14 95 0.01 0.00 0.00 0.01 0.01 Co14 96 0.01 0.00 0.00 0.01 0.01 Co14 97 0.00 0.00 0.00 0.00 0.00 Co14 98 0.00 0.00 0.00 0.00 0.00 Co14 99 0.00 0.00 0.00 0.00 0.00 Co14 100 0.01 0.00 0.00 0.01 0.01 Co14 101 0.06 0.00 0.00 0.06 0.06 Co14 102 0.09 0.00 0.00 0.09 0.09 Co14 103 0.06 0.00 0.00 0.06 0.06 Co14 104 0.09 0.00 0.00 0.09 0.09 Co14 105 0.09 0.00 0.00 0.09 0.09 Co14 106 0.06 0.00 0.00 0.06 0.06 Co14 107 0.01 0.05 0.49 0.49 0.49 Co14 108 0.01 0.06 0.56 0.56 0.56 Co14 109 0.02 0.05 0.49 0.50 0.50 C014 110 0.02 0.06 0.56 0.57 0.57 Co14 111 0.01 0.05 0.49 0.49 0.49 Co14 112 0.00 0.05 0.49 0.49 0.49 Co14 113 0.01 0.06 0.56 0.57 0.57 Co14 114 0.00 0.06 0.56 0.56 0.56 Co14 115 0.11 0.00 0.00 0.11 0.11 Co14 116 0.11 0.00 0.00 0.11 0.11 Co14 117 0.07 0.00 0.00 0.07 0.07 Co14 118 0.07 0.00 0.00 0.07 0.07 ----- ---- ----- ----- ------ ------ ------ ----- Rafl 1 0.00 0.03 0.09 0.09 0.09 Rafl 2 0.00 0.09 0.27 0.27 0.27 Raft 3 0.00 0.20 0.58 0.58 0.58 Rafl 4 0.00 0.13 0.37 0.37 0.37 Rafl 5 0.00 0.09 0.27 0.27 0.27 Rafl 6 0.00 0.08 0.23 0.23 0.23 Rafl 7 0.00 0.16 0.46 0.46 0.46 Rafl 8 0.00 0.11 0.30 0.30 0.30 Rafl 9 0.01 0.03 0.07 0.08 0.08 Raft 10 0.01 0.03 0.07 0.08 0.08 Rafl 11 0.01 0.01 0.02 0.02 0.02 Rafl 12 0.01 0.01 0.02 0.02 0.02 Rafl 13 0.01 0.01 0.04 0.04 0.04 Rafl 14 0.01 0.01 0.04 0.04 0.04 Rafl 15 0.01 0.01 0.01 0.02 0.02 Rafl 16 0.01 0.01 0.01 0.02 0.02 Rafl 17 0.01 0.01 0.02 0.02 0.02 Rafl 18 0.00 0.03 0.07 0.08 0.08 Raft 19 0.01 0.01 0.02 0.02 0.02 Rafl 20 0.00 0.03 0.07 0.08 0.08 Rafl 21 0.00 0.05 0.13 0.14 0.14 Rafl 22 0.00 0.05 0.13 0.14 0.14 Rafl 23 0.01 0.06 0.17 0.18 0.18 Rafl 24 0.01 0.06 0.17 0.18 0.18 Rafl 25 0.01 0.06 0.16 0.16 0.16 Rafl 26 0.01 0.06 0.16 0.16 0.16 Rafl 27 0.01 0.07 0.20 0.20 0.20 Rafl 28 0.01 0.07 0.20 0.20 0.20 Rafl 29 0.00 0.06 0.17 0.18 0.18 Rafl 30 0.00 0.05 0.13 0.14 0.14 Rafl 31 0.00 0.06 0.17 0.18 0.18 Rafl 32 0.00 0.05 0.13 0.14 0.14 Rafl 33 0.01 0.13 0.36 0.37 0.37 Rafl 34 0.01 0.13 0.36 0.37 0.37 Rafl 35 0.01 0.14 0.40 0.41 0.41 4/19/2022 EwDes-R.out Page 28 Rafl 36 0.01 0.14 0.40 0.41 0.41 Rafl 37 0.01 0.14 0.39 0.40 0.40 Rafl 38 0.01 0.14 0.39 0.40 0.40 Rafl 39 0.01 0.15 0.43 0.44 0.44 Rafl 40 0.01 0.15 0.43 0.44 0.44 Rafl 41 0.01 0.14 0.40 0.41 0.41 Rafl 42 0.00 0.13 0.36 0.37 0.37 Rafl 43 0.01 0.14 0.40 0.41 0.41 Rafl 44 0.00 0.13 0.36 0.37 0.37 Rafl 45 0.00 0.07 0.21 0.21 0.21 Rafl 46 0.00 0.07 0.21 0.21 0.21 Rafl 47 0.01 0.09 0.25 0.25 0.25 Rafl 48 0.01 0.09 0.25 0.25 0.25 Rafl 49 0.01 0.08 0.24 0.24 0.24 Rafl 50 0.01 0.08 0.24 0.24 0.24 Rafl 51 0.01 0.10 0.28 0.28 0.28 Rafl 52 0.01 0.10 0.28 0.28 0.28 Rafl 53 0.00 0.09 0.25 0.25 0.25 Rafl 54 0.00 0.07 0.21 0.21 0.21 Rafl 55 0.00 0.09 0.25 0.25 0.25 Rafl 56 0.00 0.07 0.21 0.21 0.21 Rafl 57 0.01 0.03 0.09 0.10 0.10 Rafl 58 0.01 0.03 0.09 0.10 0.10 Rafl 59 0.01 0.01 0.04 0.04 0.04 Rafl 60 0.01 0.01 0.04 0.04 0.04 Rafl 61 0.01 0.02 0.06 0.06 0.06 Rafl 62 0.01 0.02 0.06 0.06 0.06 Rafl 63 0.01 0.00 0.00 0.01 0.01 Rafl 64 0.01 0.00 0.00 0.01 0.01 Rafl 65 0.01 0.01 0.04 0.04 0.04 Rafl 66 0.00 0.03 0.09 0.10 0.10 Rafl 67 0.01 0.01 0.04 0.04 0.04 Rafl 68 0.00 0.03 0.09 0.10 0.10 Rafl 69 0.00 0.03 0.10 0.10 0.10 Rafl 70 0.01 0.03 0.09 0.10 0.10 Rafl 71 0.00 0.06 0.17 0.17 0.17 Rafl 72 0.01 0.06 0.17 0.17 0.17 Rafl 73 0.00 0.05 0.14 0.14 0.14 Rafl 74 0.01 0.05 0.14 0.14 0.14 Rafl 75 0.00 0.01 0.03 0.03 0.03 Rafl 76 0.01 0.01 0.03 0.03 0.03 Rafl 77 0.00 0.05 0.13 0.14 0.14 Rafl 78 0.01 0.06 0.16 0.16 0.16 Rafl 79 0.01 0.06 0.17 0.18 0.18 Rafl 80 0.01 0.07 0.20 0.20 0.20 Rafl 81 0.00 0.06 0.17 0.18 0.18 Rafl 82 0.00 0.05 0.13 0.14 0.14 Rafl 83 0.01 0.13 0.36 0.37 0.37 Rafl 84 0.01 0.14 0.39 0.40 0.40 Rafl 85 0.01 0.14 0.40 0.41 0.41 Rafl 86 0.01 0.15 0.43 0.44 0.44 Rafl 87 0.01 0.14 0.40 0.41 0.41 Rafl 88 0.00 0.13 0.36 0.37 0.37 Rafl 89 0.00 0.07 0.21 0.21 0.21 Rafl 90 0.01 0.08 0.24 0.24 0.24 Rafl 91 0.01 0.09 0.25 0.25 0.25 Rafl 92 0.01 0.10 0.28 0.28 0.28 Rafl 93 0.00 0.09 0.25 0.25 0.25 Rafl 94 0.00 0.07 0.21 0.21 0.21 Rafl 95 0.01 0.03 0.09 0.10 0.10 Rafl 96 0.01 0.02 0.06 0.06 0.06 Rafl 97 0.01 0.01 0.04 0.04 0.04 Rafl 98 0.01 0.00 0.00 0.01 0.01 Rafl 99 0.01 0.01 0.04 0.04 0.04 Rafl 100 0.00 0.03 0.09 0.10 0.10 Rafl 101 0.00 0.13 0.40 0.40 0.40 Rafl 102 0.00 0.09 0.27 0.27 0.27 Rafl 103 0.00 0.13 0.35 0.35 0.35 Rafl 104 0.00 0.08 0.22 0.22 0.22 Rafl 105 0.00 0.09 0.27 0.27 0.27 Rafl 106 0.00 0.13 0.40 0.40 0.40 4/19/2022 EwDes-R.out Page 29 Rafl 107 0.01 0.00 0.01 0.01 0.01 Rafl 108 0.01 0.00 0.01 0.01 0.01 Rafl 109 0.01 0.02 0.06 0.06 0.06 Rafl 110 0.01 0.02 0.06 0.06 0.06 Rafl 111 0.01 0.01 0.02 0.03 0.03 Rafl 112 0.00 0.01 0.03 0.03 0.03 Rafl 113 0.01 0.01 0.02 0.03 0.03 Rafl 114 0.00 0.01 0.03 0.03 0.03 Rafl 115 0.00 0.16 0.46 0.46 0.46 Raft 116 0.01 0.16 0.46 0.46 0.46 Rafl 117 0.00 0.11 0.31 0.31 0.31 Rafl 118 0.01 0.11 0.30 0.31 0.31 Raf2 1 0.00 0.03 0.09 0.09 0.09 Raf2 2 0.00 0.09 0.26 0.26 0.26 Raf2 3 0.00 0.20 0.55 0.55 0.55 Raf2 4 0.00 0.13 0.35 0.35 0.35 Raf2 5 0.00 0.09 0.26 0.26 0.26 Raf2 6 0.00 0.08 0.21 0.21 0.21 Raf2 7 0.00 0.15 0.43 0.43 0.43 Raf2 8 0.00 0.10 0.29 0.29 0.29 Raf2 9 0.00 0.02 0.07 0.07 0.07 Raf2 10 0.00 0.02 0.07 0.07 0.07 Raf2 11 0.01 0.01 0.02 0.02 0.02 Raf2 12 0.01 0.01 0.02 0.02 0.02 Raf2 13 0.01 0.01 0.04 0.04 0.04 Raf2 14 0.01 0.01 0.04 0.04 0.04 Raf2 15 0.01 0.00 0.01 0.02 0.02 Raf2 16 0.01 0.00 0.01 0.02 0.02 Raf2 17 0.01 0.01 0.02 0.02 0.02 Raf2 18 0.01 0.02 0.07 0.07 0.07 Raf2 19 0.01 0.01 0.02 0.02 0.02 Raf2 20 0.01 0.02 0.07 0.07 0.07 Raf2 21 0.00 0.05 0.13 0.13 0.13 Raf2 22 0.00 0.05 0.13 0.13 0.13 Raf2 23 0.01 0.06 0.16 0.17 0.17 Raf2 24 0.01 0.06 0.16 0.17 0.17 Raf2 25 0.01 0.05 0.15 0.16 0.16 Raf2 26 0.01 0.05 0.15 0.16 0.16 Raf2 27 0.01 0.07 0.19 0.20 0.20 Raf2 28 0.01 0.07 0.19 0.20 0.20 Raf2 29 0.01 0.06 0.16 0.17 0.17 Raf2 30 0.00 0.05 0.13 0.13 0.13 Raf2 31 0.01 0.06 0.16 0.17 0.17 Raf2 32 0.00 0.05 0.13 0.13 0.13 Raf2 33 0.00 0.12 0.35 0.35 0.35 Raf2 34 0.00 0.12 0.35 0.35 0.35 Raf2 35 0.01 0.14 0.38 0.39 0.39 Raf2 36 0.01 0.14 0.38 0.39 0.39 Raf2 37 0.01 0.13 0.37 0.38 0.38 Raf2 38 0.01 0.13 0.37 0.38 0.38 Raf2 39 0.01 0.15 0.41 0.41 0.41 Raf2 40 0.01 0.15 0.41 0.41 0.41 Raf2 41 0.01 0.14 0.38 0.39 0.39 Raf2 42 0.01 0.12 0.35 0.35 0.35 Raf2 43 0.01 0.14 0.38 0.39 0.39 Raf2 44 0.01 0.12 0.35 0.35 0.35 Raf2 45 0.00 0.07 0.20 0.20 0.20 Raf2 46 0.00 0.07 0.20 0.20 0.20 Raf2 47 0.01 0.08 0.24 0.24 0.24 Raf2 48 0.01 0.08 0.24 0.24 0.24 Raf2 49 0.01 0.08 0.23 0.23 0.23 Raf2 50 0.01 0.08 0.23 0.23 0.23 Raf2 51 0.01 0.09 0.26 0.27 0.27 Raf2 52 0.01 0.09 0.26 0.27 0.27 Raf2 53 0.01 0.08 0.24 0.24 0.24 Raf2 54 0.01 0.07 0.20 0.20 0.20 Raf2 55 0.01 0.08 0.24 0.24 0.24 Raf2 56 0.01 0.07 0.20 0.20 0.20 Raf2 57 0.00 0.03 0.09 0.09 0.09 Raf2 58 0.00 0.03 0.09 0.09 0.09 Raf2 59 0.01 0.01 0.04 0.04 0.04 4/19/2022 EwDes-R.out Page 30 Raft 60 0.01 0.01 0.04 0.04 0.04 Raft 61 0.01 0.02 0.05 0.06 0.06 Raft 62 0.01 0.02 0.05 0.06 0.06 Raf2 63 0.01 0.00 0.00 0.01 0.01 Raf2 64 0.01 0.00 0.00 0.01 0.01 Raf2 65 0.01 0.01 0.04 0.04 0.04 Raf2 66 0.01 0.03 0.09 0.09 0.09 Raf2 67 0.01 0.01 0.04 0.04 0.04 Raf2 68 0.01 0.03 0.09 0.09 0.09 Raf2 69 0.01 0.03 0.09 0.09 0.09 Raf2 70 0.00 0.03 0.09 0.09 0.09 Raf2 71 0.01 0.06 0.16 0.16 0.16 Raf2 72 0.00 0.06 0.16 0.16 0.16 Raf2 73 0.01 0.05 0.13 0.13 0.13 Raf2 74 0.00 0.05 0.13 0.13 0.13 Raf2 75 0.01 0.01 0.03 0.03 0.03 Raf2 76 0.00 0.01 0.03 0.03 0.03 Raf2 77 0.00 0.05 0.13 0.13 0.13 Raf2 78 0.01 0.05 0.15 0.16 0.16 Raf2 79 0.01 0.06 0.16 0.17 0.17 Raf2 80 0.01 0.07 0.19 0.20 0.20 Raf2 81 0.01 0.06 0.16 0.17 0.17 Raf2 82 0.00 0.05 0.13 0.13 0.13 Raf2 83 0.00 0.12 0.35 0.35 0.35 Raf2 84 0.01 0.13 0.37 0.38 0.38 Raf2 85 0.01 0.14 0.38 0.39 0.39 Raf2 86 0.01 0.15 0.41 0.41 0.41 Raf2 87 0.01 0.14 0.38 0.39 0.39 Raf2 88 0.01 0.12 0.35 0.35 0.35 Raf2 89 0.00 0.07 0.20 0.20 0.20 Raf2 90 0.01 0.08 0.23 0.23 0.23 Raf2 91 0.01 0.08 0.24 0.24 0.24 Raf2 92 0.01 0.09 0.26 0.27 0.27 Raf2 93 0.01 0.08 0.24 0.24 0.24 Raf2 94 0.01 0.07 0.20 0.20 0.20 Raf2 95 0.00 0.03 0.09 0.09 0.09 Raf2 96 0.01 0.02 0.05 0.06 0.06 Raf2 97 0.01 0.01 0.04 0.04 0.04 Raf2 98 0.01 0.00 0.00 0.01 0.01 Raf2 99 0.01 0.01 0.04 0.04 0.04 Raf2 100 0.01 0.03 0.09 0.09 0.09 Raf2 101 0.00 0.09 0.26 0.26 0.26 Raf2 102 0.00 0.13 0.38 0.38 0.38 Raf2 103 0.00 0.08 0.21 0.21 0.21 Raf2 104 0.00 0.12 0.34 0.34 0.34 Raf2 105 0.00 0.13 0.38 0.38 0.38 Raf2 106 0.00 0.09 0.26 0.26 0.26 Raf2 107 0.01 0.00 0.01 0.01 0.01 Raf2 108 0.01 0.00 0.01 0.01 0.01 Raf2 109 0.01 0.02 0.06 0.06 0.06 Raf2 110 0.01 0.02 0.06 0.06 0.06 Raf2 111 0.01 0.01 0.02 0.02 0.02 Raf2 112 0.01 0.01 0.03 0.03 0.03 Raf2 113 0.01 0.01 0.02 0.02 0.02 Raf2 114 0.01 0.01 0.03 0.03 0.03 Raf2 115 0.01 0.16 0.44 0.44 0.44 Raf2 116 0.00 0.16 0.44 0.44 0.44 Raf2 117 0.01 0.10 0.29 0.29 0.29 Raf2 118 0.00 0.10 0.29 0.29 0.29 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Coll 1 1.13 0.00 0.00 0.00 Coll 2 2.84 0.00 0.00 0.00 Coll 3 5.80 0.00 0.00 0.00 Coll 4 3.83 0.00 0.00 0.00 Coll 5 2.84 0.00 0.00 0.00 4/19/2022 EwDes-R.out Page 31 Coll 6 2.41 0.00 0.00 0.00 Coll 7 4.63 0.00 0.00 0.00 Coll 8 3.15 0.00 0.00 0.00 Coll 9 -0.45 0.00 -1.27 -1.27 Coll 10 -0.45 0.00 1.45 1.45 Coll 11 0.06 0.00 -1.27 -1.27 Coll 12 0.06 0.00 1.45 1.45 Coll 13 -0.08 0.00 -1.27 -1.27 Coll 14 -0.08 0.00 1.45 1.45 Coll 15 0.43 0.00 -1.27 -1.27 Coll 16 0.43 0.00 1.45 1.45 Coll 17 0.00 0.00 -1.27 -1.27 Coll 18 -0.50 0.00 -1.27 -1.27 Coll 19 0.00 0.00 1.45 1.45 Coll 20 -0.50 0.00 1.45 1.45 Coll 21 1.55 0.00 -0.95 -0.95 Coll 22 1.55 0.00 1.09 1.09 Coll 23 1.94 0.00 -0.95 -0.95 Coll 24 1.94 0.00 1.09 1.09 Coll 25 1.83 0.00 -0.95 -0.95 Coll 26 1.83 0.00 1.09 1.09 Coll 27 2.21 0.00 -0.95 -0.95 Coll 28 2.21 0.00 1.09 1.09 Coll 29 1.89 0.00 -0.95 -0.95 Coll 30 1.52 0.00 -0.95 -0.95 Coll 31 1.89 0.00 1.09 1.09 Coll 32 1.52 0.00 1.09 1.09 Coll 33 3.77 0.00 -0.95 -0.95 Coll 34 3.77 0.00 1.09 1.09 Coll 35 4.15 0.00 -0.95 -0.95 Coll 36 4.15 0.00 1.09 1.09 Coll 37 4.05 0.00 -0.95 -0.95 Coll 38 4.05 0.00 1.09 1.09 Coll 39 4.43 0.00 -0.95 -0.95 Coll 40 4.43 0.00 1.09 1.09 Coll 41 4.11 0.00 -0.95 -0.95 Coll 42 3.74 0.00 -0.95 -0.95 Coll 43 4.11 0.00 1.09 1.09 Coll 44 3.74 0.00 1.09 1.09 Coll 45 2.29 0.00 -0.95 -0.95 Coll 46 2.29 0.00 1.09 1.09 Coll 47 2.67 0.00 -0.95 -0.95 Coll 48 2.67 0.00 1.09 1.09 Coll 49 2.57 0.00 -0.95 -0.95 Coll 50 2.57 0.00 1.09 1.09 Coll 51 2.95 0.00 -0.95 -0.95 Coll 52 2.95 0.00 1.09 1.09 Coll 53 2.63 0.00 -0.95 -0.95 Coll 54 2.26 0.00 -0.95 -0.95 Coll 55 2.63 0.00 1.09 1.09 Coll 56 2.26 0.00 1.09 1.09 Coll 57 -0.73 0.00 -1.27 -1.27 Coll 58 -0.73 0.00 1.45 1.45 Coll 59 -0.22 0.00 -1.27 -1.27 Coll 60 -0.22 0.00 1.45 1.45 Coll 61 -0.36 0.00 -1.27 -1.27 Coll 62 -0.36 0.00 1.45 1.45 Coll 63 0.15 0.00 -1.27 -1.27 Coll 64 0.15 0.00 1.45 1.45 Coll 65 -0.28 0.00 -1.27 -1.27 Coll 66 -0.77 0.00 -1.27 -1.27 Coll 67 -0.28 0.00 1.45 1.45 Coll 68 -0.77 0.00 1.45 1.45 Coll 69 1.17 0.00 0.00 0.00 Coll 70 1.19 0.00 0.00 0.00 Coll 71 1.87 0.00 0.00 0.00 Coll 72 1.89 0.00 0.00 0.00 Coll 73 1.57 0.00 0.00 0.00 Coll 74 1.59 0.00 0.00 0.00 Coll 75 0.40 0.00 0.00 0.00 Coll 76 0.43 0.00 0.00 0.00 4/19/2022 EwDes-R.out Page 32 Coll 77 1.55 0.00 0.00 0.00 Coll 78 1.83 0.00 0.00 0.00 Coll 79 1.94 0.00 0.00 0.00 Coll 80 2.21 0.00 0.00 0.00 Coll 81 1.89 0.00 0.00 0.00 Coll 82 1.52 0.00 0.00 0.00 Coll 83 3.77 0.00 0.00 0.00 Coll 84 4.05 0.00 0.00 0.00 Coll 85 4.15 0.00 0.00 0.00 Coll 86 4.43 0.00 0.00 0.00 Coll 87 4.11 0.00 0.00 0.00 Coll 88 3.74 0.00 0.00 0.00 Coll 89 2.29 0.00 0.00 0.00 Coll 90 2.57 0.00 0.00 0.00 Coll 91 2.67 0.00 0.00 0.00 Coll 92 2.95 0.00 0.00 0.00 Coll 93 2.63 0.00 0.00 0.00 Coll 94 2.26 0.00 0.00 0.00 Coll 95 -0.73 0.00 0.00 0.00 Coll 96 -0.36 0.00 0.00 0.00 Coll 97 -0.22 0.00 0.00 0.00 Coll 98 0.15 0.00 0.00 0.00 Coll 99 -0.28 0.00 0.00 0.00 Coll 100 -0.77 0.00 0.00 0.00 Coll 101 3.78 0.00 0.00 0.00 Coll 102 2.40 0.00 0.00 0.00 Coll 103 3.90 0.00 0.00 0.00 Coll 104 2.52 0.00 0.00 0.00 Coll 105 2.40 0.00 0.00 0.00 Coll 106 3.78 0.00 0.00 0.00 Coll 107 0.35 0.00 -1.27 -1.27 Coll 108 0.35 0.00 1.45 1.45 Coll 109 0.85 0.00 -1.27 -1.27 Coll 110 0.85 0.00 1.45 1.45 Coll ill 0.43 0.00 -1.27 -1.27 Coll 112 -0.07 0.00 -1.27 -1.27 Coll 113 0.43 0.00 1.45 1.45 Coll 114 -0.07 0.00 1.45 1.45 Coll 115 4.67 0.00 0.00 0.00 Coll 116 4.69 0.00 0.00 0.00 Coll 117 3.19 0.00 0.00 0.00 Coll 118 3.21 0.00 0.00 0.00 Co12 1 2.38 0.00 0.00 0.00 Co12 2 6.50 0.00 0.00 0.00 Co12 3 13.61 0.00 0.00 0.00 Co12 4 8.87 0.00 0.00 0.00 Co12 5 6.50 0.00 0.00 0.00 Co12 6 5.47 0.00 0.00 0.00 Co12 7 10.80 0.00 0.00 0.00 Co12 8 7.25 0.00 0.00 0.00 Co12 9 -1.46 0.00 -2.35 -2.35 Co12 10 -1.46 0.00 2.59 2.59 Co12 11 -0.25 0.00 -2.35 -2.35 Co12 12 -0.25 0.00 2.59 2.59 Co12 13 -0.62 0.00 -2.35 -2.35 Co12 14 -0.62 0.00 2.59 2.59 Co12 15 0.59 0.00 -2.35 -2.35 Co12 16 0.59 0.00 2.59 2.59 Co12 17 -0.25 0.00 -2.35 -2.35 Co12 18 -1.46 0.00 -2.35 -2.35 Co12 19 -0.25 0.00 2.59 2.59 Co12 20 -1.46 0.00 2.59 2.59 Co12 21 3.36 0.00 -1.76 -1.76 Co12 22 3.36 0.00 1.94 1.94 Co12 23 4.27 0.00 -1.76 -1.76 Co12 24 4.27 0.00 1.94 1.94 Co12 25 3.99 0.00 -1.76 -1.76 Co12 26 3.99 0.00 1.94 1.94 Co12 27 4.90 0.00 -1.76 -1.76 Co12 28 4.90 0.00 1.94 1.94 Co12 29 4.27 0.00 -1.76 -1.76 4/19/2022 EwDes-R.out Page 33 Co12 30 3.36 0.00 -1.76 -1.76 Co12 31 4.27 0.00 1.94 1.94 Colt 32 3.36 0.00 1.94 1.94 Co12 33 8.69 0.00 -1.76 -1.76 Co12 34 8.69 0.00 1.94 1.94 Co12 35 9.60 0.00 -1.76 -1.76 Co12 36 9.60 0.00 1.94 1.94 Colt 37 9.32 0.00 -1.76 -1.76 Co12 38 9.32 0.00 1.94 1.94 Co12 39 10.23 0.00 -1.76 -1.76 Co12 40 10.23 0.00 1.94 1.94 Co12 41 9.60 0.00 -1.76 -1.76 Co12 42 8.69 0.00 -1.76 -1.76 Co12 43 9.60 0.00 1.94 1.94 Co12 44 8.69 0.00 1.94 1.94 Colt 45 5.14 0.00 -1.76 -1.76 Co12 46 5.14 0.00 1.94 1.94 Co12 47 6.04 0.00 -1.76 -1.76 Co12 48 6.04 0.00 1.94 1.94 Co12 49 5.76 0.00 -1.76 -1.76 Co12 50 5.76 0.00 1.94 1.94 Co12 51 6.67 0.00 -1.76 -1.76 Co12 52 6.67 0.00 1.94 1.94 Co12 53 6.04 0.00 -1.76 -1.76 Co12 54 5.14 0.00 -1.76 -1.76 Co12 55 6.04 0.00 1.94 1.94 Co12 56 5.14 0.00 1.94 1.94 Co12 57 -2.00 0.00 -2.35 -2.35 Co12 58 -2.00 0.00 2.59 2.59 Co12 59 -0.79 0.00 -2.35 -2.35 Co12 60 -0.79 0.00 2.59 2.59 Co12 61 -1.17 0.00 -2.35 -2.35 Co12 62 -1.17 0.00 2.59 2.59 Co12 63 0.05 0.00 -2.35 -2.35 Co12 64 0.05 0.00 2.59 2.59 Co12 65 -0.79 0.00 -2.35 -2.35 Co12 66 -2.00 0.00 -2.35 -2.35 Co12 67 -0.79 0.00 2.59 2.59 Co12 68 -2.00 0.00 2.59 2.59 Co12 69 2.47 0.00 0.00 0.00 Co12 70 2.44 0.00 0.00 0.00 Colt 71 4.15 0.00 0.00 0.00 Co12 72 4.13 0.00 0.00 0.00 Co12 73 3.44 0.00 0.00 0.00 Co12 74 3.42 0.00 0.00 0.00 Co12 75 0.78 0.00 0.00 0.00 Co12 76 0.76 0.00 0.00 0.00 Co12 77 3.36 0.00 0.00 0.00 Co12 78 3.99 0.00 0.00 0.00 Co12 79 4.27 0.00 0.00 0.00 Co12 80 4.90 0.00 0.00 0.00 Co12 81 4.27 0.00 0.00 0.00 Co12 82 3.36 0.00 0.00 0.00 Co12 83 8.69 0.00 0.00 0.00 Co12 84 9.32 0.00 0.00 0.00 Co12 85 9.60 0.00 0.00 0.00 Co12 86 10.23 0.00 0.00 0.00 Co12 87 9.60 0.00 0.00 0.00 Co12 88 8.69 0.00 0.00 0.00 Co12 89 5.14 0.00 0.00 0.00 Co12 90 5.76 0.00 0.00 0.00 Co12 91 6.04 0.00 0.00 0.00 Co12 92 6.67 0.00 0.00 0.00 Co12 93 6.04 0.00 0.00 0.00 Co12 94 5.14 0.00 0.00 0.00 Co12 95 -2.00 0.00 0.00 0.00 Colt 96 -1.17 0.00 0.00 0.00 Co12 97 -0.79 0.00 0.00 0.00 Co12 98 0.05 0.00 0.00 0.00 Co12 99 -0.79 0.00 0.00 0.00 Co12 100 -2.00 0.00 0.00 0.00 4/19/2022 EwDes-R.out Page 34 Co12 101 9.18 0.00 0.00 0.00 Co12 102 6.82 0.00 0.00 0.00 Co12 103 7.67 0.00 0.00 0.00 Co12 104 5.30 0.00 0.00 0.00 Co12 105 6.82 0.00 0.00 0.00 Co12 106 9.19 0.00 0.00 0.00 Co12 107 0.41 0.00 -2.35 -2.35 Co12 108 0.41 0.00 2.59 2.59 Co12 109 1.62 0.00 -2.35 -2.35 Co12 110 1.62 0.00 2.59 2.59 Co12 111 0.78 0.00 -2.35 -2.35 Co12 112 -0.43 0.00 -2.35 -2.35 Co12 113 0.78 0.00 2.59 2.59 Co12 114 -0.43 0.00 2.59 2.59 Co12 115 10.88 0.00 0.00 0.00 Co12 116 10.86 0.00 0.00 0.00 Co12 117 7.33 0.00 0.00 0.00 Co12 118 7.31 0.00 0.00 0.00 Co13 1 2.69 0.00 0.00 0.00 Co13 2 6.71 0.00 0.00 0.00 Co13 3 13.65 0.00 0.00 0.00 Co13 4 9.02 0.00 0.00 0.00 Co13 5 6.71 0.00 0.00 0.00 Co13 6 5.71 0.00 0.00 0.00 Co13 7 10.91 0.00 0.00 0.00 Co13 8 7.44 0.00 0.00 0.00 Co13 9 -1.05 0.00 -2.39 -2.39 Co13 10 -1.05 0.00 2.64 2.64 Co13 11 0.13 0.00 -2.39 -2.39 Co13 12 0.13 0.00 2.64 2.64 Co13 13 -0.24 0.00 -2.39 -2.39 Co13 14 -0.24 0.00 2.64 2.64 Co13 15 0.95 0.00 -2.39 -2.39 Co13 16 0.95 0.00 2.64 2.64 Co13 17 0.12 0.00 -2.39 -2.39 Co13 18 -1.06 0.00 -2.39 -2.39 Co13 19 0.12 0.00 2.64 2.64 Co13 20 -1.06 0.00 2.64 2.64 Co13 21 3.65 0.00 -1.79 -1.79 Co13 22 3.65 0.00 1.98 1.98 Co13 23 4.54 0.00 -1.79 -1.79 Co13 24 4.54 0.00 1.98 1.98 Co13 25 4.26 0.00 -1.79 -1.79 Co13 26 4.26 0.00 1.98 1.98 Co13 27 5.15 0.00 -1.79 -1.79 Co13 28 5.15 0.00 1.98 1.98 Co13 29 4.53 0.00 -1.79 -1.79 Co13 30 3.65 0.00 -1.79 -1.79 Co13 31 4'.53 0.00 1.98 1.98 Co13 32 3.65 0.00 1.98 1.98 Co13 33 8.85 0.00 -1.79 -1.79 Co13 34 8.85 0.00 1.98 1.98 Co13 35 9.74 0.00 -1.79 -1.79 Co13 36 9.74 0.00 1.98 1.98 Co13 37 9.47 0.00 -1.79 -1.79 Co13 38 9.47 0.00 1.98 1.98 Co13 39 10.35 0.00 -1.79 -1.79 Co13 40 10.35 0.00 1.98 1.98 Co13 41 9.74 0.00 -1.79 -1.79 Co13 42 8.85 0.00 -1.79 -1.79 Co13 43 9.74 0.00 1.98 1.98 Co13 44 8.85 0.00 1.98 1.98 Co13 45 5.38 0.00 -1.79 -1.79 Co13 46 5.38 0.00 1.98 1.98 Co13 47 6.27 0.00 -1.79 -1.79 Co13 48 6.27 0.00 1.98 1.98 Co13 49 6.00 0.00 -1.79 -1.79 Co13 50 6.00 0.00 1.98 1.98 Co13 51 6.88 0.00 -1.79 -1.79 Co13 52 6.88 0.00 1.98 1.98 Co13 53 6.27 0.00 -1.79 -1.79 4/19/2022 EwDes-R.out Page 35 Co13 54 5.38 0.00 -1.79 -1.79 Co13 55 6.27 0.00 1.98 1.98 Co13 56 5.38 0.00 1.98 1.98 Co13 57 -1.73 0.00 -2.39 -2.39 Co13 58 -1.73 0.00 2.64 2.64 Co13 59 -0.55 0.00 -2.39 -2.39 Co13 60 -0.55 0.00 2.64 2.64 Co13 61 -0.91 0.00 -2.39 -2.39 Co13 62 -0.91 0.00 2.64 2.64 Co13 63 0.27 0.00 -2.39 -2.39 Co13 64 0.27 0.00 2.64 2.64 Co13 65 -0.55 0.00 -2.39 -2.39 Co13 66 -1.73 0.00 -2.39 -2.39 Co13 67 -0.55 0.00 2.64 2.64 Co13 68 -1.73 0.00 2.64 2.64 Co13 69 2.79 0.00 0.00 0.00 Co13 70 2.76 0.00 0.00 0.00 Co13 71 4.43 0.00 0.00 0.00 Co13 72 4.41 0.00 0.00 0.00 Cola 73 3.74 0.00 0.00 0.00 Co13 74 3.72 0.00 0.00 0.00 Co13 75 0.98 0.00 0.00 0.00 Co13 76 0.95 0.00 0.00 0.00 Co13 77 3.65 0.00 0.00 0.00 Co13 78 4.26 0.00 0.00 0.00 Co13 79 4.54 0.00 0.00 0.00 Co13 80 5.15 0.00 0.00 0.00 Co13 81 4.53 0.00 0.00 0.00 Co13 82 3.65 0.00 0.00 0.00 Cola 83 8.85 0.00 0.00 0.00 Co13 84 9.47 0.00 0.00 0.00 Co13 85 9.74 0.00 0.00 0.00 Co13 86 10.35 0.00 0.00 0.00 Co13 87 9.74 0.00 0.00 0.00 Co13 88 8.85 0.00 0.00 0.00 Co13 89 5.38 0.00 0.00 0.00 Co13 90 6.00 0.00 0.00 0.00 Co13 91 6.27 0.00 0.00 0.00 Co13 92 6.88 0.00 0.00 0.00 Co13 93 6.27 0.00 0.00 0.00 Co13 94 5.38 0.00 0.00 0.00 Co13 95 -1.73 0.00 0.00 0.00 Co13 96 -0.91 0.00 0.00 0.00 Co13 97 -0.55 0.00 0.00 0.00 Co13 98 0.27 0.00 0.00 0.00 Co13 99 -0.55 0.00 0.00 0.00 Co13 100 -1.73 0.00 0.00 0.00 Co13 101 7.05 0.00 0.00 0.00 Co13 102 9.36 0.00 0.00 0.00 Co13 103 5.52 0.00 0.00 0.00 Co13 104 7.83 0.00 0.00 0.00 Co13 105 9.37 0.00 0.00 0.00 Co13 106 7.05 0.00 0.00 0.00 Co13 107 0.77 0.00 -2.39 -2.39 Co13 108 0.77 0.00 2.64 2.64 Co13 109 1.95 0.00 -2.39 -2.39 Co13 110 1.95 0.00 2.64 2.64 Co13 111 1.13 0.00 -2.39 -2.39 Co13 112 -0.05 0.00 -2.39 -2.39 Co13 113 1.13 0.00 2.64 2.64 Co13 114 -0.05 0.00 2.64 2.64 Co13 115 11.00 0.00 0.00 0.00 Co13 116 10.98 0.00 0.00 0.00 Co13 117 7.53 0.00 0.00 0.00 Co13 118 7.51 0.00 0.00 0.00 Co14 1 1.14 0.00 0.00 0.00 Co14 2 2.82 0.00 0.00 0.00 Co14 3 5.74 0.00 0.00 0.00 Co14 4 3.79 0.00 0.00 0.00 Co14 5 2.82 0.00 0.00 0.00 Co14 6 2.40 0.00 0.00 0.00 4/19/2022 EwDes-R.out Page 36 C014 7 4.59 0.00 0.00 0.00 Co14 8 3.13 0.00 0.00 0.00 Co14 9 -0.45 0.00 -1.36 -1.36 Co14 10 -0.45 0.00 1.56 1.56 Co14 11 0.03 0.00 -1.36 -1.36 Co14 12 0.03 0.00 1.56 1.56 Co14 13 -0.12 0.00 -1.36 -1.36 Co14 14 -0.12 0.00 1.56 1.56 Co14 15 0.35 0.00 -1.36 -1.36 Co14 16 0.35 0.00 1.56 1.56 Co14 17 0.10 0.00 -1.36 -1.36 Co14 18 -0.39 0.00 -1.36 -1.36 Co14 19 0.10 0.00 1.56 1.56 Co14 20 -0.39 0.00 1.56 1.56 Co14 21 1.53 0.00 -1.02 -1.02 C014 22 1.53 0.00 1.17 1.17 Co14 23 1.89 0.00 -1.02 -1.02 Co14 24 1.89 0.00 1.17 1.17 Co14 25 1.77 0.00 -1.02 -1.02 Co14 26 1.77 0.00 1.17 1.17 Co14 27 2.13 0.00 -1.02 -1.02 Co14 28 2.13 0.00 1.17 1.17 Co14 29 1.94 0.00 -1.02 -1.02 Co14 30 1.57 0.00 -1.02 -1.02 Co14 31 1.94 0.00 1.17 1.17 Co14 32 1.57 0.00 1.17 1.17 Co14 33 3.72 0.00 -1.02 -1.02 Co14 34 3.72 0.00 1.17 1.17 Colo 35 4.07 0.00 -1.02 -1.02 Co14 36 4.07 0.00 1.17 1.17 Co14 37 3.96 0.00 -1.02 -1.02 Co14 38 3.96 0.00 1.17 1.17 Co14 39 4.32 0.00 -1.02 -1.02 Co14 40 4.32 0.00 1.17 1.17 Co14 41 4.12 0.00 -1.02 -1.02 Co14 42 3.75 0.00 -1.02 -1.02 Co14 43 4.12 0.00 1.17 1.17 Co14 44 3.75 0.00 1.17 1.17 Co14 45 2.26 0.00 -1.02 -1.02 Co14 46 2.26 0.00 1.17 1.17 Co14 47 2.62 0.00 -1.02 -1.02 Co14 48 2.62 0.00 1.17 1.17 Co14 49 2.50 0.00 -1.02 -1.02 Co14 50 2.50 0.00 1.17 1.17 Co14 51 2.86 0.00 -1.02 -1.02 Co14 52 2.86 0.00 1.17 1.17 Co14 53 2.67 0.00 -1.02 -1.02 Co14 54 2.30 0.00 -1.02 -1.02 Co14 55 2.67 0.00 1.17 1.17 Co14 56 2.30 0.00 1.17 1.17 Co14 57 -0.73 0.00 -1.36 -1.36 Co14 58 -0.73 0.00 1.56 1.56 Co14 59 -0.25 0.00 -1.36 -1.36 Co14 60 -0.25 0.00 1.56 1.56 Co14 61 -0.41 0.00 -1.36 -1.36 Co14 62 -0.41 0.00 1.56 1.56 C014 63 0.07 0.00 -1.36 -1.36 C014 64 0.07 0.00 1.56 1.56 Co14 65 -0.19 0.00 -1.36 -1.36 Co14 66 -0.68 0.00 -1.36 -1.36 Co14 67 -0.19 0.00 1.56 1.56 Co14 68 -0.68 0.00 1.56 1.56 Co14 69 1.14 0.00 0.00 0.00 Co14 70 1.17 0.00 0.00 0.00 Co14 71 1.84 0.00 0.00 0.00 C014 72 1.86 0.00 0.00 0.00 Co14 73 1.55 0.00 0.00 0.00 Co14 74 1.57 0.00 0.00 0.00 Co14 75 0.38 0.00 0.00 0.00 Co14 76 0.40 0.00 0.00 0.00 Co14 77 1.53 0.00 0.00 0.00 4/19/2022 EwDes-R.out Page 37 Co14 78 1.77 0.00 0.00 0.00 C014 79 1.89 0.00 0.00 0.00 Co14 80 2.13 0.00 0.00 0.00 Co14 81 1.94 0.00 0.00 0.00 Co14 82 1.57 0.00 0.00 0.00 Co14 83 3.72 0.00 0.00 0.00 Colo 84 3.96 0.00 0.00 0.00 Co14 85 4.07 0.00 0.00 0.00 Co14 86 4.32 0.00 0.00 0.00 Co14 87 4.12 0.00 0.00 0.00 Co14 88 3.75 0.00 0.00 0.00 Co14 89 2.26 0.00 0.00 0.00 Co14 90 2.50 0.00 0.00 0.00 Co14 91 2.62 0.00 0.00 0.00 Co14 92 2.86 0.00 0.00 0.00 Co14 93 2.67 0.00 0.00 0.00 Co14 94 2.30 0.00 0.00 0.00 Co14 95 -0.73 0.00 0.00 0.00 Co14 96 -0.41 0.00 0.00 0.00 Co14 97 -0.25 0.00 0.00 0.00 Co14 98 0.07 0.00 0.00 0.00 Co14 99 -0.19 0.00 0.00 0.00 Co14 100 -0.68 0.00 0.00 0.00 Co14 101 2.39 0.00 0.00 0.00 Co14 102 3.74 0.00 0.00 0.00 Co14 103 2.52 0.00 0.00 0.00 Co14 104 3.87 0.00 0.00 0.00 Co14 105 3.74 0.00 0.00 0.00 Co14 106 2.39 0.00 0.00 0.00 Co14 107 0.30 0.00 -1.36 -1.36 Co14 108 0.30 0.00 1.56 1.56 Co14 109 0.78 0.00 -1.36 -1.36 Co14 110 0.78 0.00 1.56 1.56 Co14 ill 0.52 0.00 -1.36 -1.36 Co14 112 0.03 0.00 -1.36 -1.36 Co14 113 0.52 0.00 1.56 1.56 Co14 114 0.03 0.00 1.56 1.56 Co14 115 4.60 0.00 0.00 0.00 Co14 116 4.62 0.00 0.00 0.00 Co14 117 3.14 0.00 0.00 0.00 Co14 118 3.16 0.00 0.00 0.00 COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Coll 119 0.00 2.38 Coll 120 0.00 2.38 Coll 121 0.00 2.38 Coll 122 0.00 2.38 Coll 123 0.00 2.38 Coll 124 0.00 2.38 Coll 125 0.00 2.38 Coll 126 0.00 2.38 Coll 127 0.00 2.38 Coll 128 0.00 2.38 Coll 129 0.00 2.38 Coll 130 0.00 2.38 Coll 131 0.00 2.38 Coll 132 0.00 2.38 Coll 133 0.00 2.38 Coll 134 -0.58 2.38 Coll 135 0.67 2.38 Coll 136 0.00 2.38 Coll 137 0.00 2.38 Coll 138 0.00 2.38 Coll 139 0.00 2.38 Coll 140 0.00 2.38 Coll 141 0.00 2.38 Coll 142 0.00 2.38 4/19/2022 EwDes-R.out Page 38 Coll 143 0.00 2.38 Coll 144 0.00 2.38 Co12 119 0.00 2.46 Co12 120 0.00 2.46 Co12 121 0.00 2.46 Co12 122 0.00 2.46 Co12 123 0.00 2.46 Co12 124 0.00 2.46 Co12 125 0.00 2.46 Co12 126 0.00 2.46 Co12 127 0.00 2.46 Co12 128 0.00 2.46 Co12 129 0.00 2.46 Co12 130 0.00 2.46 Co12 131 0.00 2.46 Co12 132 0.00 2.46 Co12 133 0.00 2.46 Co12 134 -1.20 2.46 Co12 135 1.33 2.46 Co12 136 0.00 2.46 Co12 137 0.00 2.46 Co12 138 0.00 2.46 Co12 139 0.00 2.46 Co12 140 0.00 2.46 Co12 141 0.00 2.46 Co12 142 0.00 2.46 Co12 143 0.00 2.46 Co12 144 0.00 2.46 Co13 119 0.00 2.54 Co13 120 0.00 2.54 Co13 121 0.00 2.54 Co13 122 0.00 2.54 Co13 123 0.00 2.54 Co13 124 0.00 2.54 Co13 125 0.00 2.54 Co13 126 0.00 2.54 Co13 127 0.00 2.54 Co13 128 0.00 2.54 Co13 129 0.00 2.54 Co13 130 0.00 2.54 Co13 131 0.00 2.54 Co13 132 0.00 2.54 Co13 133 0.00 2.54 Co13 134 -0.50 2.54 Co13 135 0.55 2.54 Co13 136 0.00 2.54 Co13 137 0.00 2.54 Co13 138 0.00 2.54 Co13 139 0.00 2.54 Co13 140 0.00 2.54 Co13 141 0.00 2.54 Co13 142 0.00 2.54 Co13 143 0.00 2.54 Co13 144 0.00 2.54 Co14 119 0.00 2.62 Co14 120 0.00 2.62 Co14 121 0.00 2.62 Co14 122 0.00 2.62 Co14 123 0.00 2.62 Co14 124 0.00 2.62 Co14 125 0.00 2.62 Co14 126 0.00 2.62 C014 127 0.00 2.62 C014 128 0.00 2.62 Co14 129 0.00 2.62 Co14 130 0.00 2.62 Co14 131 0.00 2.62 C014 132 0.00 2.62 Co14 133 0.00 2.62 Co14 134 -0.84 2.62 Co14 135 0.97 2.62 4/19/2022 EwDes-R.out Page 39 Co14 136 0.00 2.62 Co14 137 0.00 2.62 Co14 138 0.00 2.62 Co14 139 0.00 2.62 C014 140 0.00 2.62 Co14 141 0.00 2.62 Co14 142 0.00 2.62 Co14 143 0.00 2.62 Co14 144 0.00 2.62 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Rafl 119 -0.12 1.36 Rafl 120 -0.34 1.36 Rafl 121 -0.73 1.36 Rafl 122 -0.47 1.36 Rafl 123 -0.34 1.36 Rafl 124 -0.23 1.36 Rafl 125 -0.62 1.36 Rafl 126 -0.36 1.36 Rafl 127 -0.23 1.36 Rafl 128 0.04 1.36 Rafl 129 0.00 1.36 Rafl 130 0.01 1.36 Rafl 131 -0.03 1.36 Rafl 132 0.00 1.36 Rafl 133 0.04 1.36 Raft 134 -0.06 1.36 Rafl 135 -0.06 1.36 Rafl 136 -0.12 1.36 Rafl 137 -0.12 1.36 Rafl 138 -0.58 1.36 Rafl 139 -0.58 1.36 Rafl 140 -0.39 1.36 Rafl 141 -0.39 1.36 Rafl 142 -0.04 1.36 Rafl 143 -0.03 1.36 Rafl 144 -0.06 1.36 Raft 119 -0.11 1.32 Raft 120 -0.31 1.32 Raft 121 -0.67 1.32 Raf2 122 -0.43 1.32 Raf2 123 -0.31 1.32 Raf2 124 -0.20 1.32 Raf2 125 -0.56 1.32 Raf2 126 -0.32 1.32 Raf2 127 -0.21 1.32 Raf2 128 0.04 1.32 Raf2 129 0.00 1.32 Raf2 130 0.01 1.32 Raf2 131 -0.03 1.32 Raf2 132 0.00 1.32 Raf2 133 0.04 1.32 Raf2 134 -0.06 1.32 Raf2 135 -0.06 1.32 Raf2 136 -0.11 1.32 Raf2 137 -0.11 1.32 Raf2 138 -0.53 1.32 Raf2 139 -0.53 1.32 Raf2 140 -0.35 1.32 Raf2 141 -0.35 1.32 Raf2 142 -0.03 1.32 Raf2 143 -0.03 1.32 Raf2 144 -0.06 1.32 UNBRACED LENGTH: ---------------- Major --Minor(ft)-- ----KL/R---- 4/19/2022 EwDes-R.out Page 40 Id (ft) Bend Axial Major Minor ------ ------ ------ ------ ----- ----- Coll 23.8 5.8 5.8 89 83 Co12 24.6 5.8 5.8 92 83 Co13 25.4 13.3 13.3 89 99 Co14 26.2 5.8 5.8 98 83 ------ ------ ------ ------ ----- ----- Rafl 20.4 10.1 4.3 71 41 Raft 19.9 10.1 4.3 69 41 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral 2 - Dead+Collateral+Live 3 - Dead+Collateral+Snow+Snow_Drift 4 - Dead+Collateral+Snow 5 - Dead+Collateral+MIN_SNOW 6 - Dead+Collateral+0.75Live 7 - Dead+Collateral+0.75Snow+0.75Snow_Drift 8 - Dead+Collateral+0.75Snow 9 - Dead+0.6Wind_Leftl+0.6Wind_Pressure 10 - Dead+0.6Wind_Leftl+0.6Wind_Suction 11 - Dead+0.6Wind_Rightl+0.6Wind_Pressure 12 - Dead+0.6Wind_Rightl+0.6Wind_Suction 13 - Dead+0.6Wind Left2+0.6Wind Pressure 14 - Dead+0.6Wind Left2+0.6Wind Suction 15 - Dead+0.6Wind_Right2+0.6Wind_Pressure 16 - Dead+0.6Wind_Right2+0.6Wind_Suction 17 - Dead+0.6Wind_Pressure+0.6Wind_Longl 18 - Dead+0.6Wind_Pressure+0.6Wind_Long2 19 - Dead+0.6Wind_Suction+0.6Wind_Longl 20 - Dead+0.6Wind_Suction+0.6Wind Long2 21 - Dead+Collateral+0.75Live+0.45Wind_Leftl+0.45Wind_Pressure 22 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 23 - Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Pressure 24 - Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Suction 25 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 26 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 27 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 28 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 29 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Longl 30 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 31 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 32 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 33 - Dead+Collateral+0.75Snow+0.45Wind Leftl+0.45Wind_Pressure+0.75Snow_Drift 34 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.45Wind_Suction+0.75Snow_Drift 35 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Pressure+0.75Snow_Drift 36 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Suction+0.75Snow_Drift 37 - Dead+Collateral+0.75Snow+0.45Wind Left2+0.45Wind Pressure+0.75Snow_Drift 38 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure+0.75Snow_Drift 40 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction+0.75Snow_Drift 41 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind Long1+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2+0.75Snow_Drift 43 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl+0.75Snow_Drift 44 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.45Wind_Pressure 46 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.45Wind_Suction 47 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Pressure 48 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Suction 49 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 50 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 51 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 52 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 53 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Longl 54 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 55 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl 56 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 4/19/2022 EwDes-R.out Page 41 57 - 0.6Dead+0.6Wind_Leftl+0.6Wind_Pressure 58 - 0.6Dead+0.6Wind_Leftl+0.6Wind_Suction 59 - 0.6Dead+0.6Wind_Rightl+0.6Wind_Pressure 60 - 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 61 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 62 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 63 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 64 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 65 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 66 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 67 - 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 68 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 69 - 1.03Dead+1.03Collateral+0.7Seismic_L 70 - 1.03Dead+1.03Collateral+0.7Seismic_R 71 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L+0.15Snow_Drift 72 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R+0.15Snow_Drift 73 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L 74 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R 75 - 0.57Dead+0.7Seismic_L 76 - 0.57Dead+0.7Seismic_R 77 - Dead+Collateral+0.75Live+0.45Wind_Leftl 78 - Dead+Collateral+0.75Live+0.45Wind_Left2 79 - Dead+Collateral+0.75Live+0.45Wind_Rightl 80 - Dead+Collateral+0.75Live+0.45Wind_Right2 81 - Dead+Collateral+0.75Live+0.45Wind_Longl 82 - Dead+Collateral+0.75Live+0.45Wind_Long2 83 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Snow_Drift 84 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow Drift 85 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Snow_Drift 86 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 87 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Snow_Drift 88 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 89 - Dead+Collateral+0.75Snow+0.45Wind_Leftl 90 - Dead+Collateral+0.75Snow+0.45Wind_Left2 91 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 92 - Dead+Collateral+0.75Snow+0.45Wind_Right2 93 - Dead+Collateral+0.75Snow+0.45Wind_Longl 94 - Dead+Collateral+0.75Snow+0.45Wind_Long2 95 - 0.6Dead+0.6Wind_Leftl 96 - 0.6Dead+0.6Wind_Left2 97 - 0.6Dead+0.6Wind_Rightl 98 - 0.6Dead+0.6Wind_Right2 99 - 0.6Dead+0.6Wind_Longl 100 - 0.6Dead+0.6Wind_Long2 101 - Dead+Collateral+Snow/2+E2PAT_SL_3 102 - Dead+Collateral+Snow/2+E2PAT_SL_4 103 - Dead+Collateral+Snow/2+E2PAT_SL_1 104 - Dead+Collateral+Snow/2+E2PAT_SL_2 105 - Dead+Collateral+Snow-E2PAT_SL_l 106 - Dead+Collateral+Snow-E2PAT_SL_2 107 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 108 - Dead+Collateral+0.6Wind_Left2+0.6Wind Suction 109 - Dead+Collateral+0.6Wind_Right2+0.6Wind Pressure 110 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction d 111 - Dead+Collateral+0.6Wind Pressure+0.6Win _Longl 112 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 113 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Longl 114 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 115 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_L+0.75Snow Drift 116 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_R+0.75Snow_Drift 117 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_L 118 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_R Deflection Combinations 119 - Dead+Collateral 120 - Dead+Collateral+Live 121 - Dead+Collateral+Snow+Snow_Drift 122 - Dead+Collateral+Snow 123 - Dead+Collateral+MIN_SNOW 124 - Live 125 - Snow+Snow_Drift 126 - Snow 4/19/2022 EwDes-R.out Page 42 127 - MIN SNOW 128 - Dead+0.41Wind_Leftl 129 - Dead+0.41Wind_Rightl 130 - Dead+0.41Wind Left2 131 - Dead+0.41Wind Right2 132 - Dead+0.41Wind_Longl 133 - Dead+0.41Wind_Long2 134 - Dead+0.41Wind Pressure 135 - Dead+0.41Wind Suction 136 - 1.03Dead+1.03Collateral+0.7Seismic L 137 - 1.03Dead+1.03Collateral+0.7Seismic R 138 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_L+0.75Snow_Drift 139 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_R+0.75Snow_Drift 140 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_L 141 - 1.03Dead+1.03Collateral+0.75Snow+0.52Seismic_R 142 - 0.57Dead+0.7Seismic L 143 - 0.57Dead+0.7Seismic_R 144 - Dead -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Rafter Splice Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) PLATE SIZE: -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spll FF 2 34.5 8.14 6.00 0.375 0.500 3.00 1 0.00 1 0.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) ------ ---- ---- ----- ----- ------ Spll Top 104 0.05 1.32 3.63 Bot 101 0.06 1.41 -1.27 WELDS: -Top-Flange-To-Plate- -Bot_Flange_To_Plate- -----Web_TO_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Spll 0.188 F1 1.11 4.18 0.188 F1 0.39 4.18 0.188 F1 0.19 2.78 LOAD COMBINATIONS: ------------------ 101 - Dead+Collateral+Snow/2+E2PAT_SL_3 104 - Dead+Collateral+Snow/2+E2PAT_SL_2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Base Plate Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) 4/19/2022 EwDes-R.out Page 43 BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Coll S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.177 0.210 Co12 S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.271 0.281 Co13 S3 7.93 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.162 0.284 Co14 S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.176 0.218 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Coll 3 5.80 68 -0.77 1.45 10 1.45 68 1.45 -0.77 Co12 3 13.61 58 -2.00 2.59 10 2.59 58 2.59 -2.00 Co13 3 13.65 68 -1.73 2.64 10 2.64 68 2.64 -1.73 Co14 3 5.74 58 -0.73 1.56 10 1.56 58 1.56 -0.73 WELDS: -Top-Flange-To-Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Coll 0.188 F1 0.10 4.18 0.188 F1 0.10 4.18 0.188 F1 0.19 2.78 Co12 0.188 F1 0.25 4.18 0.188 F1 0.25 4.18 0.188 F1 0.35 2.78 Co13 0.188 F1 0.13 4.18 0.188 Fl 0.13 4.18 0.188 F1 0.37 2.78 Co14 0.188 F1 0.09 4.18 0.188 Fl 0.09 4.18 0.188 F1 0.21 2.78 LOAD COMBINATIONS: ------------------ 3 - Dead+Collateral+Snow+Snow_Drift 10 - Dead+0.6Wind Leftl+0.6Wind Suction 58 - 0.6Dead+0.6Wind Leftl+0.6Wind_Suction 68 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Column Connection Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) CONNECTION SIZE: --------------- Col Plate-Size(in) ---------------Bolts(in)--------------- Id Locate Type Depth Width Thick Type Dia Rowl Row2 Space Gage DtBolt ------ ------ ---- ----- ----- ----- ----- ----- ---- ---- ----- ---- ------ Coll Cap S3 7.89 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co12 Cap S3 7.89 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co13 Cap S3 7.93 8.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co14 Cap S3 7.89 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 S3 - Welded plate CONNECTION DESIGN: 4/19/2022 EwDes-R.out Page 44 ------------------ -------------Column_Reactions(k )------------- ---Max_Comp--- --Max-Tension- ---Max_Shear-- Req --Thick_Req- Id Locate Ld Axial Shear Ld Axial Shear Ld Axial Shear Dia Plate Column ------ ------ -- ----- ----- -- ----- ----- -- ----- ----- ----- ----- ------ Coll Cap 3 5.56 0.00 68 -0.92 1.45 10 -0.68 1.45 0.131 0.118 Co12 Cap 3 13.36 0.00 58 -2.15 2.59 10 -1.70 2.59 0.175 0.181 Co13 Cap 3 13.04 0.00 68 -2.10 2.64 10 -1.66 2.64 0.176 0.178 Co14 Cap 3 5.47 0.00 58 -0.89 1.56 10 -0.71 1.56 0.136 0.116 WELDS: -Top-Flange-To-Plate- -Bot_Flange_To_Plate- -----Web-To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Coll 0.188 Fl 0.12 4.18 0.188 Fl 0.12 4.18 0.188 Fl 0.19 2.78 Co12 0.188 F1 0.27 4.18 0.188 F1 0.27 4.18 0.188 Fl 0.35 2.78 Co13 0.250 Fl 0.16 5.57 0.250 Fl 0.16 5.57 0.188 F1 0.37 2.78 Co14 0.188 F1 0.11 4.18 0.188 F1 0.11 4.18 0.188 F1 0.21 2.78 LOAD COMBINATIONS: ------------------ 3 - Dead+Collateral+Snow+Snow_Drift 10 - Dead+0.6Wind Leftl+0.6Wind Suction 58 - 0.6Dead+0.6Wind_Leftl+0.6Wind_Suction 68 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Bypass Girt Layout 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Des Bay Bay-Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 3.75 1 1 08C060 0.00 21.00 20.67 0.00 0.00 59.4 WS 0.44 Moment D 2 2 08C060 0.00 9.00 8.67 0.00 0.00 24.9 WS 0.08 Moment D 3 2 08C060 17.00 18.50 1.17 0.00 0.00 3.4 WS 0.01 Shear D 4 3 08C060 0.00 1.50 1.17 0.00 0.00 3.4 WS 0.01 Shear D 5 3 08C060 9.50 20.50 10.33 0.00 0.00 29.7 WS 0.11 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 6 1 08C060 0.00 21.00 20.67 0.00 0.00 59.4 WS 0.56 Moment U 7 2 08Z054 0.00 9.00 8.67 0.00 0.00 22.4 WS 0.13 Moment D 8 2 08Z054 17.00 18.50 1.17 0.00 0.00 3.0 WS 0.02 Shear D 9 3 08Z054 0.00 1.50 1.17 0.00 0.00 3.0 WS 0.02 Shear D 10 3 08Z054 9.50 20.50 10.33 0.00 0.00 26.7 WS 0.19 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 13.33 11 1 08Z054 0.00 21.00 20.67 0.00 1.19 56.5 WS 0.73 Moment D 2 08Z060 0.00 18.50 18.50 1.19 1.19 60.0 WS 0.70 Mom+Shr D 3 08Z060 0.00 20.50 20.17 1.19 0.00 61.3 WS 0.96 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 19.17 12 1 08Z054 0.00 21.00 20.67 0.00 1.19 56.5 WS 0.86 Moment D 2 08Z054 0.00 18.50 18.50 1.19 1.19 53.9 WP 0.69 Moment D 3 08Z054 0.00 20.50 20.17 1.19 0.00 55.2 WS 0.67 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 23.58 13 2 08Z054 0.00 18.50 18.50 0.00 1.19 50.9 WS 0.47 Mom+Shr D 3 08Z054 0.00 20.50 20.17 1.19 0.00 55.2 WS 0.48 Moment D WP - 0.6Wind_Pressure WS - 0.6Wind Suction GIRTS AT 7'-6" SIZED AS IF 3'-9" GIRT INSIDEFLANGEBRACE- - - GIRT. NOT PRESENT. No.-Brace/Bay 1 2 3 0 0 0 4/19/2022 EwDes-R.out Page 45 W22K0159A Wall 3 - Girt Design 1 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08C060 3.7500 20.67 3.75 0 59.4 0.65 0.64 59.4 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.38 -0.38 0.00 -1.97 10.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.38 2.6 0.15 MidS -1.97 4.97 0.40 RLap 0.31 -0.66 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Mom1/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.43 0.42 0.00 2.19 10.47 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.43 2.6 0.17 MidS 2.19 4.97 0.44 LLap 0.34 0.73 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 4/19/2022 EwDes-Rout Page 46 ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.45 2.76 0.49 2.76 W22K0159A Wall 3 - Girt Design 2 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08C060 3.7500 8.67 3.75 0 24.9 0.65 0.64 24.9 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.16 -0.16 0.00 -0.35 4.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.16 2.6 0.06 MidS -0.35 4.97 0.07 LLap 0.06 -0.02 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 8.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.18 0.18 0.00 0.38 4.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.18 2.6 0.07 MidS 0.38 4.97 0.08 RLap 0.07 0.02 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 8.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- 4/19/2022 EwDes-R.out Page 47 Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.01 1.16 0.02 1.16 W22K0159A Wall 3 - Girt Design 3 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08C060 3.7500 1.17 3.75 0 3.4 0.65 0.64 3.4 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.02 -0.02 0.00 -0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.02 2.6 0.01 MidS -0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.02 0.02 0.00 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.02 2.6 0.01 MidS 0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : 4/19/2022 EwDes-R.out Page 48 -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.00 0.16 0.00 0.16 W22K0159A Wall 3 - Girt Design 4 (Locate 3.75) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08C060 3.7500 1.17 3.75 0 3.4 0.65 0.64 3.4 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.02 -0.02 0.00 -0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.02 2.6 0.01 MidS -0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.02 0.02 0.00 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.02 2.6 0.01 MidS 0.01 4.97 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup, LLap MidS RLap RSup LSup, LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4/19/2022 EwDes-R.out Page 49 DEFLECTION (Working Load) : -------------------------- Span Wind_Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 0.00 0.16 0.00 0.16 W22K0159A Wall 3 - Girt Design 5 (Locate 3.75) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08C060 3.7500 10.33 3.75 0 29.7 0.65 0.64 29.7 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.19 -0.19 0.00 -0.49 5.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.19 2.6 0.07 MidS -0.49 4.97 0.10 LLap 0.08 -0.04 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 10.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.21 0.22 0.00 0.57 5.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup 0.22 2.6 0.09 MidS 0.57 4.97 0.11 RLap 0.10 0.05 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4/19/2022 EwDes-R.out Page 50 3 10.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 -0.03 1.38 0.03 1.38 W22K0159A Wall 3 - Girt Design 6 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08C060 7.5000 20.67 4.79 0 59.4 0.65 0.64 59.4 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.49 -0.49 0.00 -2.52 10.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.49 2.6 0.19 MidS -2.52 4.97 0.51 RLap 0.39 -0.84 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup, LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.55 0.54 0.00 2.80 10.47 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.55 2.6 0.21 MidS 2.80 4.97 0.56 LLap 0.44 0.94 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- 4/19/2022 EwDes-R.out Page 51 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.57 2.76 0.63 2.76 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Girt Design 7 (Locate 7.50) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 7.5000 8.67 4.79 0 22.4 0.65 0.64 22.4 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.20 -0.20 0.00 -0.44 4.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup, 0.20 1.9 0.11 MidS -0.44 4.05 0.11 LLap 0.10 -0.03 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 8.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.23 0.23 0.00 0.49 4.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup, -0.23 1.9 0.12 MidS 0.49 3.82 0.13 LLap 0.11 0.03 UNBRACED LENGTHS: 4/19/2022 EwDes-R.out Page 52 ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 8.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.02 1.16 0.02 1.16 W22K0159A Wall 3 - Girt Design 8 (Locate 7.50) 4/19/22 9:50am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 7.5000 1.17 4.79 0 3.0 0.65 0.64 3.0 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.03 -0.03 0.00 -0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.03 1.9 0.01 MidS -0.01 4.05 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup, LLap MidS RLap RSup LSup LLap MidS RLap, RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.03 0.03 0.00 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.03 1.9 0.02 MidS 0.01 3.82 0.00 LSup 0.00 0.00 4/19/2022 EwDes-R.out Page 53 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.00 0.16 0.00 0.16 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Girt Design 9 (Locate 7.50) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z054 7.5000 1.17 4.79 0 3.0 0.65 0.64 3.0 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.03 -0.03 0.00 -0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.03 1.9 0.01 MidS -0.01 4.05 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.03 0.03 0.00 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4/19/2022 EwDes-R.out Page 54 3 LSup -0.03 1.9 0.02 MidS 0.01 3.82 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 1.2 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 0.00 0.16 0.00 0.16 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Girt Design 10 (Locate 7.50) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z054 7.5000 10.33 4.79 0 26.7 0.65 0.64 26.7 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.24 -0.24 0.00 -0.63 5.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.24 1.9 0.13 MidS -0.63 4.05 0.16 LLap 0.13 -0.06 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 10.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.27 0.28 0.00 0.72 5.08 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) 4/19/2022 EwDes-R.out Page 55 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup 0.28 1.9 0.15 MidS 0.72 3.82 0.19 RLap 0.15 0.07 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap, RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 10.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 -0.04 1.38 0.04 1.38 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Girt Design 11 (Locate 13.33) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z054 13.3333 20.67 1.19 5.83 0 56.5 0.00 0.70 2 08Z060 13.3333 18.50 1.19 1.19 5.83 0 60.0 0.00 0.70 3 08Z060 13.3333 20.17 1.19 5.83 0 61.3 0.00 0.70 177.8 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.46 -0.66 -0.72 0.00 -1.86 8.05 1.89 2.71 2 0.66 0.59 -0.83 -0.89 2.71 1.97 -0.87 9.00 2.62 3.64 3 1.11 1.04 -0.58 3.64 2.36 -2.88 10.70 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.66 1.9 0.35 RLap 1.89 3.37 0.56 RLap 0.58 -0.53 2 RLap -0.83 2.6 0.32 RLap 2.62 4.78 0.55 RLap 0.63 0.03 3 LLap 1.04 2.6 0.40 MidS -2.88 4.56 0.63 LLap 0.64 -0.69 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Mom1/Mom2-------- -----------Cb----------- Id Major LSup LLap, MidS RLap, RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.0 1.0 1.0 3.4 1.2 1.00 1.00 1.00 0.00 0.70 1.00 1.00 1.00 1.75 1.14 2 18.5 1.2 4.3 1.0 0.3 1.2 0.73-0.02 1.00 0.90 0.72 1.13 1.83 1.00 1.04 1.13 3 20.2 1.2 0.3 1.0 1.0 1.0 0.65 0.86 1.00 1.00 1.00 1.17 1.06 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) 4/19/2022 EwDes-R.out Page 56 Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.54 2.65 1.70 0.32 2 0.60 2.65 1.89 0.32 0.77 2.65 1.89 0.41 3 0.77 2.65 1.89 0.41 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.53 0.73 0.80 0.00 2.08 8.22 -2.10 -3.00 2 -0.72 -0.65 0.91 0.99 -3.00 -2.19 0.94 9.00 -2.90 -4.03 3 -1.22 -1.15 0.66 -4.03 -2.62 3.21 10.73 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.73 1.9 0.38 MidS 2.08 2.84 0.73 RLap 0.64 0.59 2 RLap 0.91 2.6 0.35 RLap -2.90 4.56 0.64 RLap 0.70 -0.04 3 LLap -1.15 2.6 0.44 MidS 3.21 3.34 0.96 LLap 0.70 0.78 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 16.0 16.0 16.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.13 1.13 1.13 1.00 1.00 2 18.5 1.0 1.0 3.4 1.0 1.0 1.00 1.00 0.04 1.00 1.00 1.00 1.00 1.46 1.00 1.00 3 20.2 1.0 1.0 10.7 10.7 10.7 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.25 1.25 1.25 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.60 2.65 1.70 0.35 2 0.67 2.65 1.89 0.35 0.85 2.65 1.89 0.45 3 0.85 2.65 1.89 0.45 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.35 2.76 0.38 2.76 2 0.00 2.47 0.00 2.47 3 -0.52 2.69 0.57 2.69 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Girt Design 12 (Locate 19.17) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor 4/19/2022 EwDes-R.out Page 57 Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 0BZ054 19.1667 20.67 1.19 6.30 0 56.5 0.00 0.70 2 OBZ054 19.1667 18.50 1.19 1.19 5.13 0 53.9 0.00 0.70 3 08Z054 19.1667 20.17 1.19 5.13 0 55.2 0.00 0.70 165.6 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.52 -0.69 -0.76 0.00 -2.17 8.38 1.64 2.50 2 0.50 0.44 -0.37 -0.43 2.50 1.95 0.04 9.88 1.44 1.92 3 0.60 0.54 -0.41 1.92 1.24 -1.69 11.97 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.69 1.9 0.36 MidS -2.17 4.05 0.54 RLap 0.54 -0.66 2 LLap 0.44 1.9 0.23 LLap 1.95 2.84 0.69 LLap 0.53 0.14 3 LLap 0.54 1.9 0.29 MidS -1.69 4.05 0.42 LLap 0.42 -0.49 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 20.7 1.0 1.0 1.0 2.7 1.2 1.00 1.00 1.00 0.00 0.66 1.00 1.00 1.00 1.74 1.16 2 18.5 1.2 16.1 16.1 16.1 1.2 0.78 0.74 0.74 0.74 0.75 1.10 2.30 2.30 2.30 1.12 3 20.2 1.2 2.6 1.0 1.0 1.0 0.64 0.00 1.00 1.00 1.00 1.17 1.73 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.53 2.65 1.70 0.31 2 0.53 2.65 1.70 0.31 0.40 2.65 1.70 0.24 3 0.40 2.65 1.70 0.24 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.59 0.76 0.84 0.00 2.43 8.54 -1.82 -2.78 2 -0.55 -0.48 0.41 0.48 -2.78 -2.16 -0.06 9.88 -1.60 -2.13 3 -0.67 -0.60 0.47 -2.13 -1.37 1.90 11.80 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.76 1.9 0.40 MidS 2.43 2.84 0.86 RLap 0.60 0.74 2 LLap -0.48 1.9 0.25 LLap -2.16 4.05 0.53 LLap 0.59 -0.16 3 LLap -0.60 1.9 0.32 MidS 1.90 2.84 0.67 LLap 0.46 0.55 4/19/2022 EwDes-R.out Page 58 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 20.7 1.7 15.0 15.0 1.0 1.0 0.00 0.04 0.04 1.00 1.00 1.61 1.11 1.11 1.00 1.00 2 18.5 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 20.2 1.0 1.0 16.3 16.3 16.3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear Uc --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.58 2.65 1.70 0.34 2 0.58 2.65 1.70 0.34 0.45 2.65 1.70 0.26 3 0.45 2.65 1.70 0.26 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.45 2.76 0.50 2.76 2 0.09 2.47 -0.10 2.47 3 -0.34 2.69 0.37 2.69 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22KO159A Wall 3 - Girt Design 13 (Locate 23.58) 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 23.5833 18.50 1.19 3.77 0 50.9 0.00 0.70 3 08Z054 23.5833 20.17 1.19 4.18 0 55.2 0.00 0.70 106.1 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.23 -0.41 -0.45 0.00 -0.74 6.33 1.49 2.00 3 0.51 0.46 -0.32 2.00 1.42 -1.21 12.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.41 1.9 0.21 RLap 1.49 3.31 0.45 RLap 0.43 -0.11 3 LLap 0.46 1.9 0.25 LLap 1.42 3.35 0.42 LLap 0.43 -0.31 UNBRACED LENGTHS: ----------------- 4/19/2022 EwDes-R.out Page 59 Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 18.5 1.0 1.0 1.0 4.7 1.2 1.00 1.00 1.00 0.00 0.75 1.00 1.00 1.00 1.80 1.12 3 20.2 1.2 3.6 1.0 1.0 1.0 0.71 0.00 1.00 1.00 1.00 1.13 1.76 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.42 2.65 1.70 0.25 3 0.42 2.65 1.70 0.25 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.26 0.45 0.50 0.00 0.81 6.31 -1.66 -2.22 3 -0.57 -0.52 0.36 -2.22 -1.58 1.36 12.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 0.45 1.9 0.24 RLap -1.66 4.05 0.41 RLap 0.47 0.12 3 LLap -0.52 1.9 0.27 MidS 1.36 2.84 0.48 LLap 0.47 0.35 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- --------Moml/Mom2-------- -----------Cb----------- Id Major LSup LLap, MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 18.5 12.6 12.6 12.6 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.00 1.00 3 20.2 1.0 1.0 15.2 15.2 15.2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.47 2.65 1.70 0.28 3 0.47 2.65 1.70 0.28 DEFLECTION (Working Load) : -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.08 2.47 0.09 2.47 3 -0.21 2.69 0.23 2.69 W22K0159A Wall 3 - Door Jamb & Header Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LAYOUT: 4/19/2022 EwDes-R.out Page 60 Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In ---- --- ------ -------- ------ ----- ------ ---- ---- 7 1 JambL F08C060 3.75 9.00 10.8 0.00 0.00 JambR F08C060 3.75 9.00 10.8 0.00 0.00 8 1 JambL F08CO60 4.64 9.00 13.3 0.00 0.00 JambR F08C060 5.39 9.00 15.5 0.00 0.00 Header F08C060 18.00 3.21 51.7 0.00 0.64 9 2 JambL F08C060 13.33 4.00 38.3 0.00 0.00 JambR F08C060 13.33 4.00 38.3 0.00 0.00 Header F08C060 8.00 2.17 23.0 0.00 0.64 10 3 JambL F08C060 13.33 4.00 38.3 0.00 0.00 JambR F08C060 13.33 4.00 38.3 0.00 0.00 Header F08C060 8.00 2.17 23.0 0.00 0.64 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 7 JambL WP 0.17 2.61 1.88 -0.16 4.97 0.00 0.06 0.00 0.50 WS -0.18 2.61 1.88 0.17 4.14 0.00 0.07 0.00 0.50 JambR WP 0.17 2.61 1.88 -0.16 4.97 0.00 0.06 0.00 0.50 WS -0.18 2.61 1.88 0.17 4.14 0.00 0.07 0.00 0.50 8 JambL WP 0.21 2.61 2.32 -0.24 4.91 0.00 0.08 0.00 0.62 WS -0.23 2.61 2.32 0.26 4.41 0.00 0.09 0.00 0.62 JambR WP 0.24 2.61 2.70 -0.32 4.65 0.00 0.09 0.00 0.72 WS -0.26 2.61 2.70 0.36 4.41 0.00 0.10 0.00 0.72 Header WP -0.28 2.61 9.00 -1.28 4.97 0.20 0.26 0.22 2.40 WS 0.32 2.61 9.00 1.43 3.20 0.22 0.45 0.25 2.40 9 JambL WP 0.47 2.61 7.50 -1.83 4.83 0.35 0.38 -0.07 1.78 WS -0.52 2.61 7.50 2.02 4.43 0.39 0.46 0.08 1.78 JambR WP 0.30 2.61 7.50 -1.02 4.79 0.20 0.21 -0.04 1.78 WS -0.33 2.61 5.63 1.10 4.27 0.22 0.26 0.04 1.78 Header WP -0.09 2.61 4.00 -0.17 4.97 0.03 0.03 0.01 1.07 WS 0.09 2.61 4.00 0.19 4.03 0.03 0.05 0.01 1.07 10 JambL WP 0.30 2.61 7.50 -1.02 4.79 0.20 0.21 -0.04 1.78 WS -0.33 2.61 5.63 1.10 4.27 0.22 0.26 0.04 1.78 JambR WP 0.52 2.61 7.50 -2.04 4.84 0.39 0.42 -0.08 1.78 WS -0.58 2.61 7.50 2.25 4.43 0.43 0.51 0.08 1.78 Header WP -0.09 2.61 4.00 -0.17 4.97 0.03 0.03 0.01 1.07 WS 0.09 2.61 4.00 0.19 4.03 0.03 0.05 0.01 1.07 WP - 0.6Wind Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: ----------------- Open ---Minor--- Moml/Mom2 ----Cb--- Id Member Major Out In Out In Out In ---- ------ ------ ----- ----- ---- ---- ---- ---- 7 JambL 3.75 3.75 3.75 1.00 1.00 1.14 1.14 JambR 3.75 3.75 3.75 1.00 1.00 1.14 1.14 8 JambL 4.64 6.76 6.76 0.00 0.00 2.30 2.30 JambR 5.39 6.76 6.76 0.00 0.00 1.56 1.56 Header 18.00 1.00 18.00 1.00 1.00 1.14 1.14 9 JambL 13.33 5.83 5.83 0.00 0.00 1.51 1.51 JambR 13.33 5.83 5.83 0.00 0.00 1.41 1.41 Header 8.00 1.00 8.00 1.00 1.00 1.14 1.14 10 JambL 13.33 5.83 5.83 0.00 0.00 1.41 1.41 JambR 13.33 5.83 5.83 0.00 0.00 1.53 1.53 Header 8.00 1.00 8.00 1.00 1.00 1.14 1.14 JAMB/GIRT LAYOUT: ----------------- Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 4/19/2022 EwDes-R.out Page 61 7 JambL 3.75 7.50 JambR 3.75 7.50 8 JambL 19.17 Rafter JambR 19.17 Rafter 9 JambL Base 13.33 3.75 7.50 JambR Base 13.33 3.75 7.50 10 JambL Base 13.33 3.75 7.50 JambR Base 13.33 3.75 7.50 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------ 7 JambL WP 0.17 0.17 -0.089 WS -0.18 -0.18 0.098 JambR WP 0.17 0.17 -0.089 WS -0.18 -0.18 0.098 8 JambL WP 0.21 0.21 -0.089 WS -0.23 -0.23 0.098 JambR WP 0.24 0.24 -0.089 WS -0.26 -0.26 0.098 9 JambL WP 0.47 0.43 -0.039 -0.17 -0.21 WS -0.52 -0.47 0.043 0.18 0.23 JambR WP 0.30 0.29 -0.039 -0.03 -0.04 WS -0.33 -0.32 0.043 0.03 0.04 10 JambL WP 0.30 0.29 -0.039 -0.03 -0.04 WS -0.33 -0.32 0.043 0.03 0.04 JambR WP 0.52 0.47 -0.039 -0.20 -0.26 WS -0.58 -0.51 0.043 0.22 0.29 JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate, Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 7 JambL WP 1.88 -0.16 WS 1.88 0.17 JambR WP 1.88 -0.16 WS 1.88 0.17 8 JambL WP 2.32 -0.24 WS 2.32 0.26 JambR WP 2.70 -0.32 WS 2.70 0.36 9 JambL WP 7.50 -1.83 -1.50 -1.83 WS 7.50 2.02 1.66 2.02 JambR WP 7.50 -1.02 -0.84 -1.02 WS 5.63 1.10 0.93 1.13 10 JambL WP 7.50 -1.02 -0.84 -1.02 WS 5.63 1.10 0.93 1.13 JambR WP 7.50 -2.04 -1.68 -2.04 WS 7.50 2.25 1.85 2.25 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Diagonal Bracing Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 23.00 11 69.5 69 104.3 0.0 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- ------=- ----- ----- 1 0.00 18.17 19.33 26.53 R 0.625 RD05- 3 0.00 18.17 19.33 26.53 R 0.625 RD05- 4/19/2022 EwDes-R.out Page 62 DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace-Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 0.00 18.17 59 1.10 7.35 69 1.65 7.35 0.22 3 0.00 18.17 59 1.10 7.35 69 1.65 7.35 0.22 EW REACTION TO FRAME: --------------------- Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Horz(OP) Load Horz Horz(OP) --- --- ---- ----- --------- ---- ----- --------- 1 1 57 -0.63 0.60 69 -0.48 0.45 1 2 59 0.80 0.75 76 0.48 0.45 3 3 57 -0.63 0.60 69 -0.48 0.45 3 4 59 0.80 0.75 76 0.48 0.45 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 17.2 0.01 0.05 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 11 - Dead+0.6Wind_Rightl+0.6Wind_Pressure 57 - 0.6Dead+0.6Wind Leftl+0.6Wind Pressure 59 - 0.6Dead+0.6Wind Rightl+0.6Wind_Pressure 69 - 1.03Dead+1.03Collateral+0.7Seismic_L 76 - 0.57Dead+0.7Seismic R -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Wall Panel Design 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 AW6-80 AW 26.00 80.0 0.44 25.93 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 3.75 WP 0.0 109.7 -14.7 125.0 14.5 109.7 0.13 -0.02 0.75 WS 0.0 109.7 19.6 109.7 -19.3 125.0 0.18 0.03 0.75 2 3.75 7.50 WP 14.5 109.7 -0.9 125.0 27.5 109.7 0.25 0.01 0.75 WS -19.3 125.0 1.2 109.7 -36.6 125.0 0.29 -0.01 0.75 3 7.50 13.33 WP 27.5 109.7 -22.3 125.0 31.4 109.7 0.29 -0.07 1.17 WS -36.6 125.0 29.8 109.7 -41.8 125.0 0.33 0.10 1.17 4 13.33 19.17 WP 31.4 109.7 -9.7 125.0 54.0 109.7 0.49 0.00 1.17 WS -41.8 125.0 12.9 109.7 -72.0 125.0 0.58 0.00 1.17 5 19.17 25.93 WP 54.0 109.7 -45.2 125.0 0.0 109.7 0.49 -0.23 1.35 WS -72.0 125.0 60.2 109.7 0.0 125.0 0.58 0.30 1.35 WP - 0.6Wind_Pressure WS - 0.6Wind Suction -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 4/19/2022 EwDes-R.out Page 63 W22K0159A Wall 3 - Liner Panel Summary 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL DATA: --Bay_Id- Rotation Start End Height Part Type Gage Yield Stiffness ----- --- ------ -------- ---- ----- ----- --------- 1 3 8.00 CL6- CL 26.00 80.0 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Wall 3 - Panel Zones 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- AW6-80 0.018 80.00 62.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1040 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offsetl Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 6.00 54.00 1 13.33 6.30 0.054 5.83 2 Lt Edge 0.00 6.00 1 19.17 6.30 0.054 6.76 3 Rt Edge 54.00 60.00 3 13.33 5.83 0.054 5.83 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 13.18 0.08 0.23 0.24 0.75 0.36 2 1.00 16.21 0.10 0.23 0.24 0.75 0.44 3 1.00 16.21 0.09 0.23 0.24 0.75 0.41 W22K0159A Wall 3 - Weight Summary 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Columns = 1354.56 Rafters = 1080.94 Girts = 684.50 Framed Openings = 301.19 Bracing = 109.41 Clips = 59.40 Total Weight = 3590.00 W22K0159A Wall 3 - Warning Summary 4/19/22 9:50am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- No Warnings 4/19/2022 RootDes.out Page 1 *W22K0159A Roof Design Input 4/19/22 8:59am *( 1)JOBID: 'W22K0159A' *( 2)PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'Y' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' 118' 'NYBC 20 ' 'B ' *( 4)DESIGN CONSTANTS: * ---Strength-Factor--- ------Stress_Ratio------ ---Seismic--- * Purlin Panel Wind-Frame Wind Frame Brace 1.0000 1.00 1.00 1.000 1.000 1.000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: *------Purlin----- ----Extension--- ----Gable_Ext---- Facia ---Panel--- Facia Wind-Frame *Live Wind Total Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 150.0 150.0 0.0 150.0 150.0 120.0 75.0 75.0 60.0 90.0 60.0 60.0 90.0 60.0 50.0 *( 7)REPORTS: * Input Roof Eave Roof Cable Roof * Echo Purlin Strut Panel Brace Open 'Y' 'Y' 'Y' 'Y' 12' 'Y' *( 8)BUILDING LAYOUT: * L_Expand_EW R_Expand_EW Column *Type Width Length Use Offset Use Offset Opt 'FF-' 60.0000 211.3333 'Y ' 16.000 IN ' 0.000 '-' *( 9)WALL LAYOUT: * No. Id Use Type Opt Length Open 5 1 'LEFT ' '-' '-' 60.0000 'Y' 2 'FRONT ' '-' '-' 211.3333 'N' 3 'RIGHT ' '-' '-' 60.0000 'N' 4 'BACK ' '-' '-' 211.3333 'Y' 5 'ROOF ' '-' '-' 211.3333 'N' *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Opt 3 0.0000 27.5625 60.0000 25.0625 60.0000 0.0000 *(11)WALL BAY SPACING: * Wall No. ---Bay_Set--- * Id Sets Width Quan 1 3 20.5000 1 18.5000 1 21.0000 1 2 9 18.1667 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 18.1667 1 4/19/2022 RooMes.out Page 2 3 3 21.0000 1 18.5000 1 20.5000 1 4 9 18.1667 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 18.1667 1 5 9 18.1667 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 25.0000 1 18.1667 1 *(12)WALL OPENINGS: * Wall Bay * Id No. Id Offset Width HeightL HeightR Type Option 1 0 2 6 2 6.5000 12.0000 14.0000 14.0000 1 'N' 8 23.1667 1.8333 22.5000 22.5000 7 'N' 8 23.1667 1.8333 7.5000 7.5000 7 'N' 9 13.1667 3.3333 7.1667 7.1667 1 'N' 9 0.0000 13.1667 7.5000 7.5000 7 'N' 9 0.0000 16.1667 22.5000 22.5000 7 'N' 3 4 1 2.0000 18.0000 7.5000 7.5000 7 'N' 1 2.0000 18.0000 22.5000 22.5000 7 'N' 2 9.0000 8.0000 9.0000 9.0000 1 'N' 3 1.5000 8.0000 9.0000 9.0000 1 'N' 4 0 *(13)PARTIAL WALLS: *Wall Set-Of --Bay_Id-- Base Top Full Load ----Panel----- * Id Bays Id Use Start End Height Type Type Girt Col Part Opt 1 0 2 0 3 0 4 0 *(14)JACK BEAM LAYOUT: * --Bay-Id- No. Id Start End Offset Height 0 *(15)SURFACE EXTENSION/FRAME RECESS: * Surf ---Surf_Ext--- Frame-Recess * Id Left Right Left Right 2 0.0000 0.0000 1.3333 1.0000 *(16)ENDWALL COLUMN/RAFTER: *Wall L Column R Column * Id Type Rot Type Rot Rafter 1 11 IN' 11IN' '-------- 3 'R' 'N' 'R' 'N' 'W8xl8 ' *(17)PURLINS: * Surf Purlin --Flange_Strap-- Set ----Set_Lap--- * Id Type Offset Project Out In Space Depth Ext Int 2 'ZB' 0.000 0.000 'Y' 'Y' 9.0000 8.000 0.0000 0.0000 *(18)PURLIN SPACING: * Surf Space Peak Max Set No. -Purlin_Set- * Id Opt Space Space Space Sets Space Quan 2 11 0.0000 5.0000 0.0000 3 1.3333 1 4/19/2022 RootDes.out Page 3 4.2500 13 3.4688 1 *(19)PURLIN SIZE: *Surf Show * Id Id No. Part 2 0 0 *(20)REPLACEMENT PURLINS: * Surf Bay *No. Id Id Id Part 0 *(21)EAVE STRUT: *Wall * Id Type Rot Opt No. Part 2 'EO' 'I' '-' 0 4 'EO' 'I' '-' 0 *(22)WALL GIRT: *Wall Girt Girt * Id Type Part Offset Proj 1 'ZB' '--------' 0.000 0.000 2 'ZB' 108Z054 1 0.000 0.000 3 'ZB' '08Z054 10.000 0.000 4 'ZB' '--------' 0.000 0.000 *(23)GUTTER/SOLDIER COLUMN: *Wall --Gutter-- Soldier—Opt * Id Use Width Rafter Brace 2 'Y' 0.000 -' '-' 4 'N' 0.000 '-' '-' *(24)PANELS: * Wall ----Roof—Panel--- -----------Standing—Seam----------- * Panel Part Start Type Height Seam Type Clamp 'AW6-80 ' 'NS4- ' -0.3334 'SF' 3.500 '---------------' 'N' *(25)LINER PANELS: * --Bay_Id- Flange *No. Start End Part Opt 0 *(26)INSULATION: * Use Thick Part 10' 4.000 '--------' *(27)ROOF BRACING OPTIONS: * -----L_EW_Brace_To_Frame----- -----R_EW_Brace_To_Frame----- *Panel Diagonal Left—Bay Right—Bay Left—Bay Right—Bay *Shear Bracing Opt Part Opt Part Opt Part Opt Part IN' ly 1 1_1 '--------' 1_1 '--------' 'X' 'RD05- I 'X' 'RD05- ' *(28)ROOF DIAGONAL BRACING: * Max—Pan Brace Each User_Selected_Roof_Bays * Shear Type EW No. Bay_Id 9999 'R' 'Y' 1 2 1 6 *(29)ROOF BRACING ATTACHMENT: *Wall * Id No. Location 1 4 0.0000 20.0000 40.0000 60.0000 3 4 0.0000 20.0000 40.0000 60.0000 *(30)WALL/INTERIOR BRACING OPTIONS: * -----------Order_Of_Selection----------- * Wall Panel Diagonal Wind Wind Weak Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' 'Y ' 'N' 'N' 'N' '--' 0.0000 4 'N' 'Y ' 'N' 'N' 'N' '--' 0.0000 4/19/2022 RoofDes.out Page 4 5 'N' 'N ' 'N' 'N' 'N' '--' 0.0000 *(31)SIDEWALL DIAGONAL BRACING: * Wall Max—Pan User—Selected—SW—Bays * Id Shear Type No. Bay_Id 2 0.0 'R' 2 3 6 4 0.0 'R' 2 4 8 *(32)WIND BENTS: *Wall Member Column Rafter No. Bay Column Rafter * Id Type Depth Depth Bay Id Part Part 2 'W' 0.00 0.00 0 4 'W' 0.00 0.00 0 5 'W' 0.00 0.00 0 *(33)WIND COLUMNS: *Wall Member Left/ * Id Type Depth Part No. Bay_Id Right 2 'W' 0.00 '--------' 0 4 'W' 0.00 '--------' 0 5 'W' 0.00 '--------' 0 *(34)WALL BRACING ATTACHMENT: *Wall --Bay_Id-- No. ----Level---- * Id No. Id Start End Elev Connect Option Level Height Strut 2 1 1 1 9 0.000 'F' 0 1 25.0625 'E' 4 3 2 1 1 0.000 'F' 0 2 13.7813 'S' 27.5625 'E' 3 2 8 0.000 'F' 0 1 27.5625 'E' 4 9 9 0.000 'F' 0 2 13.7813 'S' 27.5625 'E' *(35)INTERIOR DIAGONAL BRACING: * Attach User_Selected_Int_Bays *No. Offset Type No. Bay_Id 0 *(36)INTERIOR BRACING ATTACHMENT: * --Bay_Id-- No. *No. Offset Start End Elev Level Level—Height 0 *(37)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- End—Option End—Support Frame *No. Id Id Type Opt Mount Start End Left Right Left Right Left Right Opt 0 *(38)EXTENSION SIZE: *Ext ----Horizontal—Size---- ---------Vertical_Size-------- --Orient-- *Id Height Width Slope Elev Height Slope Project Beam Panel *(39)EXTENSION PURLINS: * Ext --Flange_Strap-- Set ----Set_Lap--- Peak Max Set *No. Id Loc Type Out In Space Depth Ext Int Space Space Space 0 *(40)EXTENSION EAVE STRUTS/GUTTERS: * Ext ----Eave---- --Gutter-- *No. Id Type Rot Opt Use Width 0 *(41)EXTENSION PANELS: * Ext ------------Standing—Seam----------- *No. Id Loc Part Rot Space Type Height Seam Type Clamp 0 *(42)EXTENSION BRACING: * Ext Run Max—Pan ---Loads--- Brace User—Selected—Bays *No. Id Brace Shear Wind Seis Type No. Bay_Id 0 4/19/2022 RoofDes.out Page 5 *(43)WALL BASE ELEVATION/DEAD: *Wall Base Wall Seis --%_Open-- * Id Elev Dead Opt Seis Wind 1 0.00 5.00 'Y' 0.00 0.00 2 0.00 5.00 'Y' 0.00 0.00 3 0.00 5.00 'Y' 0.00 0.00 4 0.00 5.00 'Y' 0.00 0.00 5 0.00 13.50 'Y' 0.00 0.00 *(44)ROOF BASIC LOADS: * ------Deflection------ Wall Seismic * Dead Collat Live Snow Rain Basic Load-Ratio Bent --Friction-- Edge Ld_Rat * Load Load Load Load Load Wind Snow Wind Seis Seis Wind Coef Zone Factor 3.50 5.00 20.00 31.50 0.00 19.90 1.00 0.41 1.00 1.00 19.90 0.0000 6.000 1.0000 *(45)WIND PRESSURE/SUCTION: * Wind Wind Wind * Press Suct Suct-Roof 16.00 -17.45 Purlins 16.00 -20.28 Interior Roof Panels 12.21 -2.32 -13.73 Long Bracing, Building 16.63 -5.26 Long Bracing, Wall Edge Zone 29.84 -19.90 15.92 Long Bracing, Facia/Parapet *(46)EXTENSION BASIC LOADS: * -------Purlin_Wind------- --------Panel-Wind-------- *Ext Attach Beam Facia-Beam Attach-Beam Facia-Beam *Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Press Suct Press Suct *(47)ROOF EDGE & CORNER ZONES: *Wind Surf No Zone ---Purlin--- ---Panel---- Screw * Id Id Zone Id Width Length Press Suct Press Suct Suct 1 2 10 1 0.00 0.00 1.00 1.45 1.00 1.74 1.74 . . Interior 7 5.01 15.04 1.00 2.15 1.00 3.13 3.13 . . Corner-Top-Left 8 5.01 15.04 1.00 2.15 1.00 3.13 3.13 . . Corner-Top-Right 9 5.01 15.04 1.00 2.15 1.00 3.13 3.13 . . Corner-Bottom-Right 10 5.01 15.04 1.00 2.15 1.00 3.13 3.13 . . Corner-Bottom-Left 11 10.02 5.01 1.00 2.15 1.00 3.13 3.13 . . Corner_Gable_Top_Left 12 10.02 5.01 1.00 2.15 1.00 3.13 3.13 . . Corner_Gable_Top_Right 13 10.02 5.01 1.00 2.15 1.00 3.13 3.13 . . Corner-Gable-Bottom-Right 14 10.02 5.01 1.00 2.15 1.00 3.13 3.13 . . Corner_Gable_Bottom_Left 15 15.04 15.04 1.00 1.93 1.00 2.30 2.30 . . Exterior 2 2 1 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 . . Interior *(48)ROOF EDGE & CORNER ZONES, LONGITUDINAL: * EW *Wind Surf No Zone Purlin * Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.45 Interior 2 2 1 1 0.00 0.00 1.00 Interior *(49)EXTENSION EDGE ZONES: * Ext No. Zone ---Purlin-- ---Panel--- Screw *No. Id Orn Zone Id Length Press Suct Press Suct Suct 0 *(50)PURLIN LOAD COMBINATIONS, STRENGTH: * Surf No. Load -Add_Snow- ---Windl--- ---Windt--- Long_Wind Aux Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct EW1 EW2 Id Coef 2 29 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 4/19/2022 RoofDes.out Page 6 12 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 20 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 21 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 22 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 23 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 1.00 24 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 1.00 25 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 1.00 26 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 27 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 28 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 29 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 *(51)PURLIN LOAD COMBINATIONS, DEFLECTION: * Surf No. Load -Add-Snow- ---Windl--- ---Wind2--- Long_Wind Aux_Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct EW1 EW2 Id Coef 2 10 30 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 33 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 34 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 38 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 *(52)BRACING LOAD COMBINATIONS, STRENGTH: * No. Load -Add-Snow- Long-Wind Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 18 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 11 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 12 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 13 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 14 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 15 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 -0.52 0 0.00 16 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 17 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 18 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(53)BRACING LOAD COMBINATIONS, DEFLECTION: * No. Load -Add Snow- Long-Wind Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 18 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 23 1.00 1.00 0.00 0.75 0.75 0.00 0.00 1.00 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 1.00 0.00 0 0.00 25 1.00 1.00 0.00 0.75 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 27 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 28 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 29 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 30 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 31 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 1.00 0 0.00 4/19/2022 RoofDes.out Page 7 32 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 33 1.03 1.03 0.00 0.75 0.75 0.00 0.00 0.00 0.00 1.00 0 0.00 34 1.03 1.03 0.00 0.75 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 35 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 36 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 *(54)EXTENSION LOAD COMBINATIONS, STRENGTH: * No. Load Wind Wind * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct 0 *(55)EXTENSION LOAD COMBINATIONS, DEFLECTION: * No. Load Wind Wind * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct 0 *(56)PANEL LOAD COMBINATIONS, STRENGTH: * No. Load -Add-Snow- ---Windl--- ---Wind2--- Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 17 1 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 10 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(57)PANEL LOAD COMBINATIONS, DEFLECTION: * No. Load -Add-Snow- ---Windl--- ---Wind2--- Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 6 18 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 *(58)AUXILIARY LOADS: * No.-Add Add-Load * No. Id Name Combs Id Coef 11 1 'MIN SNOW 1 1 1.00 2 'PAT_SL_l 1 2 0.50 3 'PAT_SL_2 1 10 0.50 4 'PAT_SL_3 2 2 0.50 3 0.50 5 'PAT_SL_4 2 3 0.50 4 0.50 6 'PAT_SL_5 ' 2 4 0.50 5 0.50 7 'PAT_SL_6 2 5 0.50 6 0.50 8 'PAT_SL_7 2 6 0.50 7 0.50 9 'PAT_SL_8 2 7 0.50 8 0.50 10 'PAT_SL_9 ' 2 8 0.50 9 0.50 11 'PAT_SL10 2 9 0.50 10 0.50 *(59)ADDITIONAL LOADS: 4/19/2022 RoofDes.out Page 8 * Surf Basic Load Load F D ----Surface---- * No. Id Id Load Type Orn W1 W2 D1 D2 Start End 11 1 2 'U_SNOW' 'D ' 'T' -20.0 -20.0 0.0000 60.0521 0.0000 211.3333 2 0 'U_SNOW' 'D ' 'L' -31.5 -31.5 0.0000 18.1667 0.0000 0.0000 3 0 'U SNOW' 'D ' 'L' -31.5 -31.5 18.1667 43.1667 0.0000 0.0000 4 0 'U_SNOW' 'D ' 'L' -31.5 -31.5 43.1667 68.1667 0.0000 0.0000 5 0 'IL-SNOW' 'D ' 'L' -31.5 -31.5 68.1667 93.1667 0.0000 0.0000 6 0 'U SNOW' 'D ' 'L' -31.5 -31.5 93.1667 118.1667 0.0000 0.0000 7 0 'U_SNOW' 'D ' 'L' -31.5 -31.5 118.1667 143.1667 0.0000 0.0000 8 0 'U_SNOW' 'D ' 'L' -31.5 -31.5 143.1667 168.1667 0.0000 0.0000 9 0 'U_SNOW' 'D ' 'L' -31.5 -31.5 168.1667 193.1667 0.0000 0.0000 10 0 ILL-SNOW' 'D ' 'L' -31.5 -31.5 193.1667 211.3334 0.0000 0.0000 11 2 'DRIFT ' 'D ' 'T' -23.0 -23.0 0.0000 60.0521 0.0000 211.3333 *(60)PURLIN LAPS: *Surf Data -------Set-1------- -------Set-2------- -------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 *(61)PURLIN LAPS: Extensions *Ext Data -------Set 1------- -------Set-2------- -------Set-3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(62)PURLIN STRAPS: * No. * Opt Bay Straps/Bay '-' 11 0 2 2 2 2 2 2 2 2 2 0 *(63)PURLIN STRAPS: Extensions *Ext No. * Id Bay Straps/Bay *(64)PANEL SCREWS: * No. Washer *Zone Locate Id Zone Part Dia Limit Dia -------Spacing------ 1 'WALL ' 0 'BASE' 'H1040 10.216 2.800 0.438 12.000 6.000 0.000 *(65)EXPANSION JOINTS: *No. Expansion-Location 0 *(66)ADDED PURLINS: * Surf --Bay_Id-- -Surface-Offset- ---Support--- *No. Id Id Start End Start End Opt Locate 8 1 2 1 1 0.0000 5.0125 '-' 0.0000 2 2 9 9 0.0000 5.0125 '-' 0.0000 3 2 1 1 55.0396 60.0521 '-' 0.0000 4 2 9 9 55.0396 60.0521 '-' 0.0000 5 2 1 1 0.0000 15.0375 '-' 0.0000 6 2 9 9 0.0000 15.0375 '-' 0.0000 7 2 1 1 45.0146 60.0521 '-' 0.0000 8 2 9 9 45.0146 60.0521 '-' 0.0000 *(67)PURLIN SYSTEMS: *Surf Added_Purlins * Id No. Id No. Id 2 3 1 0 2 4 1 2 3 4 3 4 5 6 7 8 *(68)ROOF OPENING LAYOUT: * -Location- Frame --Surface-- ----Ba y---- *No. Id Use Id Opt Type Id Offset Id Offset Width Length Ref Dist 0 *(69)ROOF OPENING FRAMING: *Open Jamb Head ----Support---- Panel Load * Id Type Type Type Opt Depth Opt Load Opt *(70)DESIGN CODE OPTIONS: *No. Event Condition 4/19/2022 RoofDes.out Page 9 0 *(71)WALL LIGHT PANELS: * Wall ---Bay---- -Light—Panel- No. Id Id Offset Length Offset Quan 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * 6 Pattern snow load * 7 Pattern snow load * 8 Pattern snow load * 9 Pattern snow load * 10 Pattern snow load * 11 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Pattern snow load bay 3 * 5 Pattern snow load bay 4 * 6 Pattern snow load bay 5 * 7 Pattern snow load bay 6 * 8 Pattern snow load bay 7 * 9 Pattern snow load bay 8 * 10 Pattern snow load bay 9 * 11 ALT. SNOW LOADING ON GABLE ROOFS * * Code files used: * NY_NYBC.20 * ROOFIBC.18 Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Design Code 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: -------------- Wind Code NYBC 20 (IBC 18) Seismic Zone B MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Purlin Layout(Surface 2) 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PURLIN SYSTEM COMBINATIONS: --------------------------- System -------Purlin------ Added_Purlin Total Show ------Max_UC------ Id Depth Row Weight Row Weight Weight Report Purlin Panel Table ------ ----- --- ------- --- ------- ------- ------ ------ ----- ----- 1 8.0 14 17100.8 0 0.0 17100.8 Y 1.00 0.41 2(a) 8.0 14 17100.8 6 325.2 17426.1 1.08 0.41 4/19/2022 RoofDes.out Page 10 3(a) 8.0 14 17100.8 16 907.8 18008.7 1.16 0.41 (a)Purlin Warnings Occurred SURFACE LAYOUT: ---------------- Surface No. Peak Id Length Row Space ------- ------- --- ----- 2 60.052 14 3.469 PURLIN LOCATION: ---------------- Purlin Surf Load Dead Show ------Max-Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 1.333 1.333 2.792 2.07 2 0.65 Mom,Shr 2 5.583 4.250 4.250 1.36 Y 2 1.00 Mom,Shr PURLIN ID 1 LOAD WIDTH=3.4583 3 9.833 4.250 4.250 1.36 2 1.00 Mom,Shr WITH HIGH SIDE EAVE STRUT 4 14.083 4.250 4.250 1.36 2 1.00 Mom,Shr REMOVED.UC=0.81 5 18.333 4.250 4.250 1.36 2 1.00 Mom,Shr 6 22.583 4.250 4.250 1.36 2 1.00 Mom,Shr 7 26.833 4.250 4.250 1.36 2 1.00 Mom,Shr 8 31.083 4.250 4.250 1.36 2 1.00 Mom,Shr 9 35.333 4.250 4.250 1.36 2 1.00 Mom,Shr 10 39.583 4.250 4.250 1.36 2 1.00 Mom,Shr 11 43.833 4.250 4.250 1.36 2 1.00 Mom,Shr 12 48.083 4.250 4.250 1.36 2 1.00 Mom,Shr 13 52.333 4.250 4.250 1.36 2 1.00 Mom,Shr 14 56.583 4.250 3.859 1.50 2 0.90 Mom,Shr 60.052 3.469 Average= 1.40 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt OBZ089 1.33 0 5.7 79.5 1 08Z089 16.83 2.94 2 84.2 1178.9 2 08Z105 25.00 2.94 2.94 2 155.1 2172.1 3 08Z099 25.00 2.94 2.94 2 146.3 2048.0 4 08Z099 25.00 2.94 2.94 2 146.3 2048.0 5 08Z099 25.00 2.94 2.94 2 146.3 2048.0 6 08Z099 25.00 2.94 2.94 2 146.3 2048.0 7 08Z099 25.00 2.94 2.94 2 146.3 2048.0 8 08Z105 25.00 2.94 2.94 2 155.1 2172.1 9 08Z089 17.17 2.94 2 85.6 1198.7 RExt 0BZ089 1.00 0 4.3 59.6 Total(lb)= 1221.5 17100.8 LOAD COMBINATIONS: ------------------ 2 - Dead+Collateral+Snow+Snow Drift -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22KO159A Purlin(Surface 2, Id 2) 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 Offset = 5.58 ------------------------------ 4/19/2022 RoofDes.out Page 11 LAYOUT (Purlin Id= 2) : ----------------------- Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 08Z089 1.33 4.25 0 0.00 0.00 1 08Z089 16.83 2.94 4.25 2 0.00 0.00 2 08Z105 25.00 2.94 2.94 4.25 2 0.00 0.00 3 08Z099 25.00 2.94 2.94 4.25 2 0.00 0.00 4 08Z099 25.00 2.94 2.94 4.25 2 0.00 0.00 5 08Z099 25.00 2.94 2.94 4.25 2 0.00 0.00 6 08Z099 25.00 2.94 2.94 4.25 2 0.00 0.00 7 08Z099 25.00 2.94 2.94 4.25 2 0.00 0.00 8 08Z105 25.00 2.94 2.94 4.25 2 0.00 0.00 9 08Z089 17.17 2.94 4.25 2 0.00 0.00 RExt 08Z089 1.00 4.25 0 0.00 0.00 LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.16 0.00 0.03 0.67 0.11 1 0.67 -1.01 -1.37 0.11 -1.73 5.52 2.51 6.01 2 1.47 1.11 -1.20 -1.56 6.01 2.22 -2.89 12.13 3.08 7.13 3 1.53 1.17 -1.14 -1.50 7.13 3.17 -2.49 12.61 2.91 6.79 4 1.51 1.15 -1.16 -1.52 6.79 2.88 -2.61 12.47 2.95 6.88 5 1.51 1.16 -1.16 -1.51 6.88 2.96 -2.57 12.50 2.96 6.88 6 1.52 1.16 -1.15 -1.51 6.88 2.95 -2.61 12.53 2.89 6.80 7 1.50 1.14 -1.17 -1.52 6.80 2.91 -2.50 12.40 3.14 7.10 8 1.55 1.20 -1.12 -1.47 7.10 3.06 -2.86 12.83 2.30 6.10 9 1.39 1.03 -0.69 6.10 2.54 -1.89 11.49 0.06 RExt 0.12 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.16 8.57 0.02 RSup 0.11 7.08 0.02 RSup 0.02 0.05 1 RLap -1.01 8.57 0.12 RLap 2.51 6.93 0.36 RSup 0.36 -0.11 2 RLap -1.20 12.17 0.10 MidS -2.89 6.41 0.45 RSup 0.39 -0.47 3 LLap 1.17 10.82 0.11 MidS -2.49 6.07 0.41 LSup 0.39 -0.37 4 RLap -1.16 10.82 0.11 MidS -2.61 6.06 0.43 RSup 0.39 -0.41 5 LLap 1.16 10.82 0.11 MidS -2.57 6.06 0.42 LSup 0.39 -0.39 6 LLap 1.16 10.82 0.11 MidS -2.61 6.06 0.43 LSup 0.39 -0.41 7 RLap -1.17 10.82 0.11 MidS -2.50 6.06 0.41 RSup 0.39 -0.37 8 LLap 1.20 12.17 0.10 MidS -2.86 6.41 0.45 LSup 0.39 -0.46 9 LLap 1.03 8.57 0.12 LLap 2.54 6.92 0.37 LSup 0.37 -0.14 RExt LSup 0.12 8.57 0.01 LSup 0.06 7.01 0.01 LSup 0.00 0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.47 2.65 2.80 0.18 2 0.55 2.65 3.31 0.21 0.62 2.65 3.31 0.24 3 0.59 2.65 3.12 0.22 0.58 2.65 3.12 0.22 4 0.58 2.65 3.12 0.22 0.59 2.65 3.12 0.22 5 0.59 2.65 3.12 0.22 0.59 2.65 3.12 0.22 6 0.59 2.65 3.12 0.22 0.58 2.65 3.12 0.22 7 0.58 2.65 3.12 0.22 0.59 2.65 3.12 0.22 8 0.62 2.65 3.31 0.23 0.56 2.65 3.31 0.21 9 0.48 2.65 2.80 0.18 4/19/2022 RoofDes.out Page 12 LOAD ID 2 - Dead+Collateral+Snow+Snow_Drift: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.36 0.00 0.06 0.67 0.24 1 1.48 -2.24 -3.02 0.24 -3.83 5.52 5.55 13.28 2 3.24 2.46 -2.66 -3.44 13.28 4.91 -6.39 12.13 6.80 15.75 3 3.37 2.59 -2.53 -3.31 15.75 7.00 -5.51 12.61 6.43 15.00 4 3.33 2.55 -2.56 -3.35 15.00 6.36 -5.78 12.47 6.53 15.21 5 3.34 2.56 -2.56 -3.34 15.21 6.55 -5.67 12.50 6.55 15.21 6 3.35 2.56 -2.55 -3.33 15.21 6.52 -5.77 12.53 6.38 15.02 7 3.31 2.53 -2.58 -3.37 15.02 6.44 -5.53 12.40 6.94 15.69 8 3.43 2.64 -2.47 -3.25 15.69 6.76 -6.31 12.83 5.08 13.49 9 3.07 2.29 -1.52 13.49 5.62 -4.17 11.49 0.13 RExt 0.27 0.00 0.13 0.03 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.36 8.57 0.04 RSup 0.24 7.08 0.03 RSup 0.05 0.10 1 RLap -2.24 8.57 0.26 RLap 5.55 6.93 0.80 RSup 0.80 -0.25 2 RLap -2.66 12.17 0.22 MidS -6.39 6.41 1.00 RSup 0.86 -1.04 3 LLap 2.59 10.82 0.24 MidS -5.51 6.07 0.91 LSup 0.87 -0.81 4 RLap -2.56 10.82 0.24 MidS -5.78 6.06 0.95 RSup 0.87 -0.90 5 LLap 2.56 10.82 0.24 MidS -5.67 6.06 0.94 LSup 0.87 -0.86 6 LLap 2.56 10.82 0.24 MidS -5.77 6.06 0.95 LSup 0.86 -0.90 7 RLap -2.58 10.82 0.24 MidS -5.53 6.06 0.91 RSup 0.87 -0.81 8 LLap 2.64 12.17 0.22 MidS -6.31 6.41 0.98 LSup 0.85 -1.01 9 LLap 2.29 8.57 0.27 LLap 5.62 6.92 0.81 LSup 0.81 -0.30 RExt LSup 0.27 8.57 0.03 LSup 0.13 7.61 0.02 LSup 0.04 0.09 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.04 2.65 2.80 0.39 2 1.22 2.65 3.31 0.46 1.38 2.65 3.31 0.52 3 1.30 2.65 3.12 0.49 1.28 2.65 3.12 0.48 4 1.28 2.65 3.12 0.48 1.29 2.65 3.12 0.49 5 1.29 2.65 3.12 0.49 1.29 2.65 3.12 0.49 6 1.29 2.65 3.12 0.49 1.28 2.65 3.12 0.48 7 1.28 2.65 3.12 0.48 1.30 2.65 3.12 0.49 8 1.37 2.65 3.31 0.52 1.24 2.65 3.31 0.47 9 1.06 2.65 2.80 0.40 LOAD ID 3 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.23 0.00 0.04 0.67 0.15 1 0.94 -1.42 -1.92 0.15 -2.43 5.52 3.52 8.43 2 2.06 1.56 -1.69 -2.18 8.43 3.12 -4.06 12.13 4.32 10.00 3 2.14 1.64 -1.60 -2.10 10.00 4.44 -3.50 12.61 4.08 9.52 4 2.12 1.62 -1.63 -2.13 9.52 4.04 -3.67 12.47 4.14 9.66 5 2.12 1.62 -1.62 -2.12 9.66 4.16 -3.60 12.50 4.16 9.66 6 2.13 1.63 -1.62 -2.12 9.66 4.14 -3.66 12.53 4.05 9.54 7 2.10 1.61 -1.64 -2.14 9.54 4.09 -3.51 12.40 4.41 9.96 8 2.18 1.68 -1.57 -2.07 9.96 4.30 -4.01 12.83 3.23 8.56 9 1.95 1.45 -0.96 8.56 3.57 -2.65 11.49 0.08 RExt 0.17 0.00 0.08 0.02 0.50 0.00 4/19/2022 RoofDes.out Page 13 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.23 8.57 0.03 RSup 0.15 7.08 0.02 RSup 0.03 0.07 1 RLap -1.42 8.57 0.17 RLap 3.52 6.93 0.51 RSup 0.50 -0.16 2 RLap -1.69 12.17 0.14 MidS -4.06 6.41 0.63 RSup 0.54 -0.66 3 LLap 1.64 10.82 0.15 MidS -3.50 6.07 0.58 LSup 0.55 -0.51 4 RLap -1.63 10.82 0.15 MidS -3.67 6.06 0.61 RSup 0.55 -0.57 5 LLap 1.62 10.82 0.15 MidS -3.60 6.06 0.59 LSup 0.55 -0.55 6 LLap 1.63 10.82 0.15 MidS -3.66 6.06 0.61 LSup 0.55 -0.57 7 RLap -1.64 10.82 0.15 MidS -3.51 6.06 0.58 RSup 0.55 -0.52 8 LLap 1.68 12.17 0.14 MidS -4.01 6.41 0.62 LSup 0.54 -0.64 9 LLap 1.45 8.57 0.17 LLap, 3.57 6.92 0.51 LSup 0.51 -0.19 RExt LSup 0.17 8.57 0.02 LSup 0.08 7.01 0.01 LSup 0.02 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.66 2.65 2.80 0.25 2 0.78 2.65 3.31 0.29 0.88 2.65 3.31 0.33 3 0.83 2.65 3.12 0.31 0.81 2.65 3.12 0.31 4 0.81 2.65 3.12 0.31 0.82 2.65 3.12 0.31 5 0.82 2.65 3.12 0.31 0.82 2.65 3.12 0.31 6 0.82 2.65 3.12 0.31 0.81 2.65 3.12 0.31 7 0.81 2.65 3.12 0.31 0.82 2.65 3.12 0.31 8 0.87 2.65 3.31 0.33 0.79 2.65 3.31 0.30 9 0.67 2.65 2.80 0.25 LOAD ID 4 - Dead+Collateral+MIN SNOW: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.16 0.00 0.03 0.67 0.11 1 0.67 -1.01 -1.37 0.11 -1.73 5.52 2.51 6.01 2 1.47 1.11 -1.20 -1.56 6.01 2.22 -2.89 12.13 3.08 7.13 3 1.53 1.17 -1.14 -1.50 7.13 3.17 -2.49 12.61 2.91 6.79 4 1.51 1.15 -1.16 -1.52 6.79 2.88 -2.61 12.47 2.95 6.88 5 1.51 1.16 -1.16 -1.51 6.88 2.96 -2.57 12.50 2.96 6.88 6 1.52 1.16 -1.15 -1.51 6.88 2.95 -2.61 12.53 2.89 6.80 7 1.50 1.14 -1.17 -1.52 6.80 2.91 -2.50 12.40 3.14 7.10 8 1.55 1.20 -1.12 -1.47 7.10 3.06 -2.86 12.83 2.30 6.10 9 1.39 1.03 -0.69 6.10 2.54 -1.89 11.49 0.06 RExt 0.12 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.16 8.57 0.02 RSup 0.11 7.08 0.02 RSup 0.02 0.05 1 RLap -1.01 8.57 0.12 RLap 2.51 6.93 0.36 RSup 0.36 -0.11 2 RLap -1.20 12.17 0.10 MidS -2.89 6.41 0.45 RSup 0.39 -0.47 3 LLap 1.17 10.82 0.11 MidS -2.49 6.07 0.41 LSup 0.39 -0.37 4 RLap -1.16 10.82 0.11 MidS -2.61 6.06 0.43 RSup 0.39 -0.41 5 LLap 1.16 10.82 0.11 MidS -2.57 6.06 0.42 LSup 0.39 -0.39 6 LLap 1.16 10.82 0.11 MidS -2.61 6.06 0.43 LSup 0.39 -0.41 7 RLap -1.17 10.82 0.11 MidS -2.50 6.06 0.41 RSup 0.39 -0.37 8 LLap 1.20 12.17 0.10 MidS -2.86 6.41 0.45 LSup 0.39 -0.46 9 LLap 1.03 8.57 0.12 LLap 2.54 6.92 0.37 LSup 0.37 -0.14 RExt LSup 0.12 8.57 0.01 LSup 0.06 7.01 0.01 LSup 0.00 0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) 4/19/2022 RootDes.out Page 14 Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.47 2.65 2.80 0.18 2 0.55 2.65 3.31 0.21 0.62 2.65 3.31 0.24 3 0.59 2.65 3.12 0.22 0.58 2.65 3.12 0.22 4 0.58 2.65 3.12 0.22 0.59 2.65 3.12 0.22 5 0.59 2.65 3.12 0.22 0.59 2.65 3.12 0.22 6 0.59 2.65 3.12 0.22 0.58 2.65 3.12 0.22 7 0.58 2.65 3.12 0.22 0.59 2.65 3.12 0.22 8 0.62 2.65 3.31 0.23 0.56 2.65 3.31 0.21 9 0.48 2.65 2.80 0.18 LOAD ID 5 - Dead+Collateral+0.75Live: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.13 0.00 0.02 0.67 0.09 1 0.55 -0.84 -1.13 0.09 -1.43 5.52 2.07 4.95 2 1.21 0.92 -0.99 -1.28 4.95 1.83 -2.38 12.13 2.54 5.88 3 1.26 0.96 -0.94 -1.24 5.88 2.61 -2.06 12.61 2.40 5.60 4 1.24 0.95 -0.96 -1.25 5.60 2.37 -2.16 12.47 2.44 5.68 5 1.25 0.95 -0.95 -1.25 5.68 2.44 -2.12 12.50 2.44 5.67 6 1.25 0.96 -0.95 -1.24 5.67 2.43 -2.15 12.53 2.38 5.60 7 1.24 0.94 -0.96 -1.26 5.60 2.40 -2.06 12.40 2.59 5.85 8 1.28 0.99 -0.92 -1.21 5.85 2.52 -2.36 12.83 1.90 5.03 9 1.15 0.85 -0.57 5.03 2.10 -1.56 11.49 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.13 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.84 8.57 0.10 RLap 2.07 6.93 0.30 RSup 0.30 -0.09 2 RLap -0.99 12.17 0.08 MidS -2.38 6.41 0.37 RSup 0.32 -0.39 3 LLap 0.96 10.82 0.09 MidS -2.06 6.07 0.34 LSup 0.32 -0.30 4 RLap -0.96 10.82 0.09 MidS -2.16 6.06 0.36 RSup 0.32 -0.33 5 LLap 0.95 10.82 0.09 MidS -2.12 6.06 0.35 LSup 0.32 -0.32 6 LLap 0.96 10.82 0.09 MidS -2.15 6.06 0.36 LSup 0.32 -0.33 7 RLap -0.96 10.82 0.09 MidS -2.06 6.06 0.34 RSup 0.32 -0.30 8 LLap 0.99 12.17 0.08 MidS -2.36 6.41 0.37 LSup 0.32 -0.38 9 LLap 0.85 8.57 0.10 LLap 2.10 6.92 0.30 LSup 0.30 -0.11 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear Uc ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.39 2.65 2.80 0.15 2 0.46 2.65 3.31 0.17 0.51 2.65 3.31 0.19 3 0.49 2.65 3.12 0.18 0.48 2.65 3.12 0.18 4 0.48 2.65 3.12 0.18 0.48 2.65 3.12 0.18 5 0.48 2.65 3.12 0.18 0.48 2.65 3.12 0.18 6 0.48 2.65 3.12 0.18 0.48 2.65 3.12 0.18 7 0.48 2.65 3.12 0.18 0.48 2.65 3.12 0.18 8 0.51 2.65 3.31 0.19 0.46 2.65 3.31 0.17 9 0.39 2.65 2.80 0.15 LOAD ID 6 - Dead+Collateral+0.75Snow+0.75Snow Drift: ------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- 4/19/2022 RoofDes.out Page 15 Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.28 0.00 0.05 0.67 0.19 1 1.16 -1.76 -2.37 0.19 -3.00 5.52 4.35 10.41 2 2.54 1.93 -2.08 -2.70 10.41 3.84 -5.01 12.13 5.33 12.34 3 2.64 2.03 -1.98 -2.60 12.34 5.49 -4.32 12.61 5.04 11.76 4 2.61 2.00 -2.01 -2.63 11.76 4.99 -4.53 12.47 5.12 11.92 5 2.62 2.00 -2.00 -2.62 11.92 5.13 -4.45 12.50 5.13 11.92 6 2.62 2.01 -2.00 -2.61 11.92 5.11 -4.52 12.53 5.00 11.77 7 2.60 1.98 -2.02 -2.64 11.77 5.04 -4.34 12.40 5.44 12.29 8 2.69 2.07 -1.93 -2.55 12.29 5.30 -4.95 12.83 3.98 10.57 9 2.41 1.79 -1.19 10.57 4.40 -3.27 11.49 0.10 RExt 0.21 0.00 0.10 0.03 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.28 8.57 0.03 RSup 0.19 7.08 0.03 RSup 0.04 0.08 1 RLap -1.76 8.57 0.20 RLap 4.35 6.93 0.63 RSup 0.62 -0.19 2 RLap -2.08 12.17 0.17 MidS -5.01 6.41 0.78 RSup 0.67 -0.81 3 LLap 2.03 10.82 0.19 MidS -4.32 6.07 0.71 LSup 0.68 -0.63 4 RLap -2.01 10.82 0.19 MidS -4.53 6.06 0.75 RSup 0.68 -0.70 5 LLap 2.00 10.82 0.19 MidS -4.45 6.06 0.73 LSup 0.68 -0.68 6 LLap 2.01 10.82 0.19 MidS -4.52 6.06 0.75 LSup 0.68 -0.70 7 RLap -2.02 10.82 0.19 MidS -4.34 6.06 0.72 RSup 0.68 -0.64 8 LLap 2.07 12.17 0.17 MidS -4.95 6.41 0.77 LSup 0.67 -0.79 9 LLap 1.79 8.57 0.21 LLap 4.40 6.92 0.64 LSup 0.63 -0.24 RExt LSup 0.21 8.57 0.02 LSup 0.10 7.61 0.01 LSup 0.03 0.07 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.81 2.65 2.80 0.31 2 0.96 2.65 3.31 0.36 1.08 2..65 3.31 0.41 3 1.02 2.65 3.12 0.38 1.00 2.65 3.12 0.38 4 1.00 2.65 3.12 0.38 1.01 2.65 3.12 0.38 5 1.01 2.65 3.12 0.38 1.01 2.65 3.12 0.38 6 1.01 2.65 3.12 0.38 1.00 2.65 3.12 0.38 7 1.00 2.65 3.12 0.38 1.02 2.65 3.12 0.38 8 1.08 2.65 3.31 0.41 0.97 2.65 3.31 0.37 9 0.83 2.65 2.80 0.31 LOAD ID 7 - Dead+Collateral+0.75Snow: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.18 0.00 0.03 0.67 0.12 1 0.75 -1.14 -1.54 0.12 -1.95 5.52 2.83 6.77 2 1.65 1.25 -1.35 -1.75 6.77 2.50 -3.26 12.13 3.47 8.03 3 1.72 1.32 -1.29 -1.69 8.03 3.57 -2.81 12.61 3.28 7.65 4 1.70 1.30 -1.31 -1.71 7.65 3.25 -2.95 12.47 3.33 7.76 5 1.70 1.30 -1.30 -1.70 7.76 3.34 -2.89 12.50 3.34 7.75 6 1.71 1.31 -1.30 -1.70 7.75 3.33 -2.94 12.53 3.25 7.66 7 1.69 1.29 -1.32 -1.72 7.66 3.28 -2.82 12.40 3.54 8.00 8 1.75 1.35 -1.26 -1.66 8.00 3.45 -3.22 12.83 2.59 6.88 9 1.57 1.17 -0.77 6.88 2.86 -2.13 11.49 0.07 RExt 0.14 0.00 0.07 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4/19/2022 RoofDes.out Page 16 LExt RSup -0.18 8.57 0.02 RSup 0.12 7.08 0.02 RSup 0.03 0.05 1 RLap -1.14 8.57 0.13 RLap 2.83 6.93 0.41 RSup 0.41 -0.13 2 RLap -1.35 12.17 0.11 MidS -3.26 6.41 0.51 RSup 0.44 -0.53 3 LLap 1.32 10.82 0.12 MidS -2.81 6.07 0.46 LSup 0.44 -0.41 4 RLap -1.31 10.82 0.12 MidS -2.95 6.06 0.49 RSup 0.44 -0.46 5 LLap 1.30 10.82 0.12 MidS -2.89 6.06 0.48 LSup 0.44 -0.44 6 LLap 1.31 10.82 0.12 MidS -2.94 6.06 0.49 LSup 0.44 -0.46 7 RLap -1.32 10.82 0.12 MidS -2.82 6.06 0.47 RSup 0.44 -0.42 8 LLap 1.35 12.17 0.11 MidS -3.22 6.41 0.50 LSup 0.43 -0.52 9 LLap 1.17 8.57 0.14 LLap 2.86 6.92 0.41 LSup 0.41 -0.16 RExt LSup 0.14 8.57 0.02 LSup 0.07 7.01 0.01 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.53 2.65 2.80 0.20 2 0.62 2.65 3.31 0.23 0.70 2.65 3.31 0.27 3 0.66 2.65 3.12 0.25 0.65 2.65 3.12 0.25 4 0.65 2.65 3.12 0.25 0.66 2.65 3.12 0.25 5 0.66 2.65 3.12 0.25 0.66 2.65 3.12 0.25 6 0.66 2.65 3.12 0.25 0.65 2.65 3.12 0.25 7 0.65 2.65 3.12 0.25 0.66 2.65 3.12 0.25 8 0.70 2.65 3.31 0.26 0.63 2.65 3.31 0.24 9 0.54 2.65 2.80 0.20 LOAD ID 8 - Dead+0.6Wind Pressurel: ------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.01 0.67 0.05 1 0.31 -0.47 -0.63 0.05 -0.80 5.52 1.15 2.76 2 0.68 0.51 -0.55 -0.72 2.76 1.02 -1.33 12.13 1.42 3.28 3 0.70 0.54 -0.53 -0.69 3.28 1.46 -1.15 12.61 1.34 3.12 4 0.69 0.53 -0.53 -0.70 3.12 1.32 -1.20 12.47 1.36 3.17 5 0.70 0.53 -0.53 -0.70 3.17 1.36 -1.18 12.50 1.36 3.17 6 0.70 0.53 -0.53 -0.69 3.17 1.36 -1.20 12.53 1.33 3.13 7 0.69 0.53 -0.54 -0.70 3.13 1.34 -1.15 12.40 1.45 3.27 8 0.71 0.55 -0.51 -0.68 3.27 1.41 -1.31 12.83 1.06 2.81 9 0.64 0.48 -0.32 2.81 1.17 -0.87 11.49 0.03 RExt 0.06 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 8.57 0.01 RSup 0.05 6.47 0.01 LSup 0.00 0.02 1 RLap -0.47 8.57 0.05 RLap 1.15 6.93 0.17 RSup 0.17 -0.05 2 RLap -0.55 12.17 0.05 MidS -1.33 6.41 0.21 RSup 0.18 -0.22 3 LLap 0.54 10.82 0.05 MidS -1.15 6.07 0.19 LSup 0.18 -0.17 4 RLap -0.53 10.82 0.05 MidS -1.20 6.06 0.20 RSup 0.18 -0.19 5 LLap 0.53 10.82 0.05 MidS -1.18 6.06 0.19 LSup 0.18 -0.18 6 LLap 0.53 10.82 0.05 MidS -1.20 6.06 0.20 LSup 0.18 -0.19 7 RLap -0.54 10.82 0.05 MidS -1.15 6.06 0.19 RSup 0.18 -0.17 8 LLap 0.55 12.17 0.05 MidS -1.31 6.41 0.20 LSup 0.18 -0.21 9 LLap 0.48 8.57 0.06 LLap 1.17 6.92 0.17 LSup 0.17 -0.06 RExt LSup 0.06 8.57 0.01 LSup 0.03 7.01 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.22 2.65 2.80 0.08 4/19/2022 RooflDes.out Page 17 2 0.25 2.65 3.31 0.10 0.29 2.65 3.31 0.11 3 0.27 2.65 3.12 0.10 0.27 2.65 3.12 0.10 4 0.27 2.65 3.12 0.10 0.27 2.65 3.12 0.10 5 0.27 2.65 3.12 0.10 0.27 2.65 3.12 0.10 6 0.27 2.65 3.12 0.10 0.27 2.65 3.12 0.10 7 0.27 2.65 3.12 0.10 0.27 2.65 3.12 0.10 8 0.29 2.65 3.31 0.11 0.26 2.65 3.31 0.10 9 0.22 2.65 2.80 0.08 LOAD ID 9 - Dead+0.6Wind Suctionl: ------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.02 0.67 -0.07 1 -0.44 0.62 0.83 -0.07 1.12 5.57 -1.47 -3.60 2 -0.87 -0.66 0.70 0.91 -3.60 -1.36 1.67 12.18 -1.79 -4.16 3 -0.89 -0.69 0.67 0.88 -4.16 -1.84 1.47 12.60 -1.71 -3.99 4 -0.89 -0.68 0.68 0.89 -3.99 -1.70 1.53 12.47 -1.73 -4.04 5 -0.89 -0.68 0.68 0.89 -4.04 -1.74 1.51 12.50 -1.74 -4.04 6 -0.89 -0.68 0.68 0.89 -4.04 -1.73 1.53 12.52 -1.70 -4.00 7 -0.88 -0.67 0.68 0.89 -4.00 -1.71 1.48 12.42 -1.82 -4.14 8 -0.91 -0.70 0.66 0.87 -4.14 -1.79 1.65 12.77 -1.42 -3.66 9 -0.84 -0.64 0.45 -3.66 -1.49 1.22 11.45 -0.04 RExt -0.08 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 8.57 0.01 RSup -0.07 6.86 0.01 RSup 0.02 -0.03 1 RLap 0.62 8.57 0.07 RSup -1.66 7.84 0.21 RSup 0.22 0.08 2 RLap 0.70 12.17 0.06 MidS 1.67 6.41 0.26 RSup 0.23 0.27 3 LLap -0.69 10.82 0.06 MidS 1.47 6.06 0.24 LSup 0.23 0.22 4 RLap 0.68 10.82 0.06 MidS 1.53 6.06 0.25 RSup 0.23 0.24 5 LLap -0.68 10.82 0.06 MidS 1.51 6.06 0.25 LSup 0.23 0.23 6 LLap -0.68 10.82 0.06 MidS 1.53 6.06 0.25 LSup 0.23 0.24 7 RLap 0.68 10.82 0.06 MidS 1.48 6.06 0.24 RSup 0.23 0.22 8 LLap -0.70 12.17 0.06 MidS 1.65 6.42 0.26 LSup 0.23 0.26 9 LLap -0.64 8.57 0.07 LSup -1.68 7.84 0.21 LSup 0.22 0.10 RExt LSup -0.08 8.57 0.01 LSup -0.04 7.19 0.01 LSup 0.00 -0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.28 2.65 2.80 0.11 2 0.33 2.65 3.31 0.12 0.36 2.65 3.31 0.14 3 0.34 2.65 3.12 0.13 0.34 2.65 3.12 0.13 4 0.34 2.65 3.12 0.13 0.34 2.65 3.12 0.13 5 0.34 2.65 3.12 0.13 0.34 2.65 3.12 0.13 6 0.34 2.65 3.12 0.13 0.34 2.65 3.12 0.13 7 0.34 2.65 3.12 0.13 0.34 2.65 3.12 0.13 8 0.36 2.65 3.31 0.14 0.34 2.65 3.31 0.13 9 0.29 2.65 2.80 0.11 LOAD ID 10 - Dead+Collateral+0.75Live+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.03 0.67 0.12 1 0.72 -1.09 -1.47 0.12 -1.87 5.52 2.70 6.47 4/19/2022 RoofDes.out Page 18 2 1.58 1.20 -1.29 -1.68 6.47 2.39 -3.11 12.13 3.31 7.68 3 1.64 1.26 -1.23 -1.61 7.68 3.41 -2.69 12.61 3.13 7.31 4 1.62 1.24 -1.25 -1.63 7.31 3.10 -2.82 12.47 3.18 7.42 5 1.63 1.25 -1.25 -1.63 7.42 3.19 -2.77 12.50 3.19 7.41 6 1.63 1.25 -1.24 -1.63 7.41 3.18 -2.81 12.53 3.11 7.32 7 1.62 1.23 -1.26 -1.64 7.32 3.14 -2.70 12.40 3.39 7.65 8 1.67 1.29 -1.20 -1.59 7.65 3.30 -3.08 12.83 2.48 6.58 9 1.50 1.12 -0.74 6.58 2.74 -2.03 11.49 0.07 RExt 0.13 0.00 0.07 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 8.57 0.02 RSup 0.12 7.08 0.02 RSup 0.03 0.05 1 RLap -1.09 8.57 0.13 RLap 2.70 6.93 0.39 RSup 0.39 -0.12 2 RLap -1.29 12.17 0.11 MidS -3.11 6.41 0.49 RSup 0.42 -0.51 3 LLap 1.26 10.82 0.12 MidS -2.69 6.07 0.44 LSup 0.42 -0.39 4 RLap -1.25 10.82 0.12 MidS -2.82 6.06 0.47 RSup 0.42 -0.44 5 LLap 1.25 10.82 0.12 MidS -2.77 6.06 0.46 LSup 0.42 -0.42 6 LLap 1.25 10.82 0.12 MidS -2.81 6.06 0.46 LSup 0.42 -0.44 7 RLap -1.26 10.82 0.12 MidS -2.70 6.06 0.44 RSup 0.42 -0.40 8 LLap 1.29 12.17 0.11 MidS -3.08 6.41 0.48 LSup 0.42 -0.49 9 LLap 1.12 8.57 0.13 LLap, 2.74 6.92 0.40 LSup 0.39 -0.15 RExt LSup 0.13 8.57 0.02 LSup 0.07 7.01 0.01 LSup 0.00 0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.51 2.65 2.80 0.19 2 0.60 2.65 3.31 0.22 0.67 2.65 3.31 0.25 3 0.63 2.65 3.12 0.24 0.62 2.65 3.12 0.23 4 0.62 2.65 3.12 0.23 0.63 2.65 3.12 0.24 5 0.63 2.65 3.12 0.24 0.63 2.65 3.12 0.24 6 0.63 2.65 3.12 0.24 0.62 2.65 3.12 0.24 7 0.62 2.65 3.12 0.24 0.63 2.65 3.12 0.24 8 0.67 2.65 3.31 0.25 0.60 2.65 3.31 0.23 9 0.51 2.65 2.80 0.19 LOAD ID 11 - Dead+Collateral+0.75Snow+0.45Wind Pressurel+0.75Snow Drift: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.32 0.00 0.05 0.67 0.21 1 1.33 -2.01 -2.72 0.21 -3.44 5.52 4.98 11.93 2 2.91 2.21 -2.38 -3.09 11.93 4.41 -5.74 12.13 6.11 14.15 3 3.03 2.32 -2.27 -2.97 14.15 6.29 -4.95 12.61 5.77 13.47 4 2.99 2.29 -2.30 -3.01 13.47 5.72 -5.19 12.47 5.86 13.67 5 3.00 2.30 -2.30 -3.00 13.67 5.88 -5.10 12.50 5.88 13.66 6 3.01 2.30 -2.29 -2.99 13.66 5.86 -5.18 12.53 5.73 13.49 7 2.98 2.27 -2.32 -3.03 13.49 5.78 -4.97 12.40 6.24 14.09 8 3.08 2.38 -2.22 -2.92 14.09 6.08 -5.67 12.83 4.57 12.11 9 2.76 2.05 -1.36 12.11 5.04 -3.74 11.49 0.12 RExt 0.24 0.00 0.12 0.03 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.32 8.57 0.04 RSup 0.21 7.08 0.03 RSup 0.05 0.09 1 RLap -2.01 8.57 0.23 RLap 4.98 6.93 0.72 RSup 0.71 -0.22 2 RLap -2.38 12.17 0.20 MidS -5.74 6.41 0.90 RSup 0.77 -0.93 3 LLap 2.32 10.82 0.21 MidS -4.95 6.07 0.82 LSup 0.78 -0.73 4 RLap -2.30 10.82 0.21 MidS -5.19 6.06 0.86 RSup 0.78 -0.81 4/19/2022 RoofDes.out Page 19 5 LLap 2.30 10.82 0.21 MidS -5.10 6.06 0.84 LSup 0.78 -0.77 6 LLap 2.30 10.82 0.21 MidS -5.18 6.06 0.86 LSup 0.78 -0.80 7 RLap -2.32 10.82 0.21 MidS -4.97 6.06 0.82 RSup 0.78 -0.73 8 LLap 2.38 12.17 0.20 MidS -5.67 6.41 0.88 LSup 0.77 -0.91 9 LLap 2.05 8.57 0.24 LLap 5.04 6.92 0.73 LSup 0.73 -0.27 RExt LSup 0.24 8.57 0.03 LSup 0.12 7.61 0.02 LSup 0.03 0.08 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.93 2.65 2.80 0.35 2 1.10 2.65 3.31 0.41 1.24 2.65 3.31 0.47 3 1.17 2.65 3.12 0.44 1.15 2.65 3.12 0.43 4 1.15 2.65 3.12 0.43 1.16 2.65 3.12 0.44 5 1.16 2.65 3.12 0.44 1.16 2.65 3.12 0.44 6 1.16 2.65 3.12 0.44 1.15 2.65 3.12 0.43 7 1.15 2.65 3.12 0.43 1.16 2.65 3.12 0.44 8 1.23 2.65 3.31 0.47 1.11 2.65 3.31 0.42 9 0.95 2.65 2.80 0.36 LOAD ID 12 - Dead+Collateral+0.75Snow+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.22 0.00 0.04 0.67 0.15 1 0.92 -1.40 -1.89 0.15 -2.39 5.52 3.46 8.29 2 2.02 1.53 -1.66 -2.15 8.29 3.06 -3.99 12.13 4.24 9.83 3 2.11 1.61 -1.58 -2.07 9.83 4.37 -3.44 12.61 4.01 9.37 4 2.08 1.59 -1.60 -2.09 9.37 3.97 -3.61 12.47 4.08 9.50 5 2.09 1.60 -1.60 -2.09 9.50 4.09 -3.54 12.50 4.09 9.50 6 2.09 1.60 -1.59 -2.08 9.50 4.07 -3.60 12.53 3.98 9.38 7 2.07 1.58 -1.61 -2.10 9.38 4.02 -3.45 12.40 4.34 9.79 8 2.14 1.65 -1.54 -2.03 9.79 4.22 -3.94 12.83 3.17 8.42 9 1.92 1.43 -0.95 8.42 3.51 -2.60 11.49 0.08 RExt 0.17 0.00 0.08 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.22 8.57 0.03 RSup 0.15 7.08 0.02 RSup 0.03 0.06 1 RLap -1.40 8.57 0.16 RLap 3.46 6.93 0.50 RSup 0.50 -0.15 2 RLap -1.66 12.17 0.14 MidS -3.99 6.41 0.62 RSup 0.53 -0.65 3 LLap 1.61 10.82 0.15 MidS -3.44 6.07 0.57 LSup 0.54 -0.50 4 RLap -1.60 10.82 0.15 MidS -3.61 6.06 0.60 RSup 0.54 -0.56 5 LLap 1.60 10.82 0.15 MidS -3.54 6.06 0.58 LSup 0.54 -0.54 6 LLap 1.60 10.82 0.15 MidS -3.60 6.06 0.60 LSup 0.54 -0.56 7 RLap -1.61 10.82 0.15 MidS -3.45 6.06 0.57 RSup 0.54 -0.51 8 LLap 1.65 12.17 0.14 MidS -3.94 6.41 0.61 LSup 0.53 -0.63 9 LLap 1.43 8.57 0.17 LLap 3.51 6.92 0.51 LSup 0.50 -0.19 RExt LSup 0.17 8.57 0.02 LSup 0.08 7.01 0.01 LSup 0.02 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.65 2.65 2.80 0.24 2 0.76 2.65 3.31 0.29 0.86 2.65 3.31 0.32 3 0.81 2.65 3.12 0.31 0.80 2.65 3.12 0.30 4 0.80 2.65 3.12 0.30 0.81 2.65 3.12 0.31 5 0.81 2.65 3.12 0.31 0.81 2.65 3.12 0.30 6 0.81 2.65 3.12 0.30 0.80 2.65 3.12 0.30 4/19/2022 Roof cs.out Page 20 7 0.80 2.65 3.12 0.30 0.81 2.65 3.12 0.31 8 0.86 2.65 3.31 0.32 0.77 2.65 3.31 0.29 9 0.66 2.65 2.80 0.25 LOAD ID 13 - Dead+Collateral+0.75Live+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.02 1 0.16 -0.28 -0.38 0.02 -0.43 5.44 0.74 1.70 2 0.43 0.32 -0.35 -0.46 1.70 0.60 -0.86 12.05 0.91 2.10 3 0.45 0.34 -0.33 -0.44 2.10 0.94 -0.72 12.64 0.85 1.98 4 0.44 0.34 -0.34 -0.44 1.98 0.84 -0.77 12.46 0.86 2.01 5 0.44 0.34 -0.34 -0.44 2.01 0.87 -0.75 12.50 0.87 2.01 6 0.44 0.34 -0.34 -0.44 2.01 0.86 -0.76 12.54 0.84 1.98 7 0.44 0.33 -0.34 -0.45 1.98 0.85 -0.72 12.37 0.93 2.09 8 0.46 0.35 -0.32 -0.43 2.09 0.90 -0.86 12.92 0.62 1.72 9 0.39 0.28 -0.16 1.72 0.74 -0.46 11.55 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 8.57 0.00 RSup 0.02 6.47 0.00 LSup 0.00 0.01 1 RLap -0.28 8.57 0.03 RLap 0.74 6.90 0.11 RSup 0.10 -0.02 2 RLap -0.35 12.17 0.03 MidS -0.86 6.41 0.13 RSup 0.11 -0.14 3 LLap 0.34 10.82 0.03 MidS -0.72 6.07 0.12 LSup 0.12 -0.10 4 RLap -0.34 10.82 0.03 MidS -0.77 6.05 0.13 RSup 0.11 -0.12 5 LLap 0.34 10.82 0.03 MidS -0.75 6.06 0.12 LSup 0.11 -0.11 6 LLap 0.34 10.82 0.03 MidS -0.76 6.06 0.13 LSup 0.11 -0.12 7 RLap -0.34 10.82 0.03 MidS -0.72 6.07 0.12 RSup 0.12 -0.11 8 LLap 0.35 12.17 0.03 MidS -0.86 6.41 0.13 LSup 0.11 -0.14 9 LLap 0.28 8.57 0.03 LLap 0.74 6.90 0.11 LSup 0.10 -0.03 RExt LSup 0.03 8.57 0.00 LSup 0.01 7.01 0.00 LSup 0.00 0.01 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.13 2.65 2.80 0.05 2 0.16 2.65 3.31 0.06 0.18 2.65 3.31 0.07 3 0.17 2.65 3.12 0.07 0.17 2.65 3.12 0.06 4 0.17 2.65 3.12 0.06 0.17 2.65 3.12 0.06 5 0.17 2.65 3.12 0.06 0.17 2.65 3.12 0.06 6 0.17 2.65 3.12 0.06 0.17 2.65 3.12 0.06 7 0.17 2.65 3.12 0.06 0.17 2.65 3.12 0.07 8 0.18 2.65 3.31 0.07 0.16 2.65 3.31 0.06 9 0.13 2.65 2.80 0.05 LOAD ID 14 - Dead+Collateral+0.75Snow+0.45Wind Suctionl+0.75Snow Drift: ------------------------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.18 0.00 0.03 0.67 0.12 1 0.77 -1.20 -1.62 0.12 -2.00 5.50 3.01 7.15 2 1.76 1.33 -1.44 -1.87 7.15 2.62 -3.49 12.11 3.70 8.57 3 1.83 1.40 -1.37 -1.80 8.57 3.81 -2.99 12.62 3.49 8.14 4 1.81 1.38 -1.39 -1.82 8.14 3.45 -3.14 12.47 3.54 8.26 5 1.81 1.39 -1.39 -1.81 8.26 3.56 -3.08 12.50 3.55 8.26 6 1.82 1.39 -1.38 -1.81 8.26 3.54 -3.13 12.53 3.46 8.15 4/19/2022 RootDes.out Page 21 7 1.80 1.37 -1.40 -1.83 8.15 3.49 -3.00 12.39 3.79 8.53 8 1.86 1.44 -1.34 -1.76 8.53 3.68 -3.45 12.85 2.71 7.26 9 1.65 1.22 -0.79 7.26 3.05 -2.18 11.51 0.07 RExt 0.14 0.00 0.07 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.18 8.57 0.02 RSup 0.12 7.08 0.02 RSup 0.03 0.05 1 RLap -1.20 8.57 0.14 RLap 3.01 6.92 0.44 RSup 0.43 -0.12 2 RLap -1.44 12.17 0.12 MidS -3.49 6.41 0.54 RSup 0.47 -0.57 3 LLap 1.40 10.82 0.13 MidS -2.99 6.07 0.49 LSup 0.47 -0.44 4 RLap -1.39 10.82 0.13 MidS -3.14 6.06 0.52 RSup 0.47 -0.49 5 LLap 1.39 10.82 0.13 MidS -3.08 6.06 0.51 LSup 0.47 -0.47 6 LLap 1.39 10.82 0.13 MidS -3.13 6.06 0.52 LSup 0.47 -0.49 7 RLap -1.40 10.82 0.13 MidS -3.00 6.06 0.49 RSup 0.47 -0.44 8 LLap 1.44 12.17 0.12 MidS -3.45 6.41 0.54 LSup 0.46 -0.56 9 LLap 1.22 8.57 0.14 LLap 3.05 6.92 0.44 LSup 0.43 -0.15 RExt LSup 0.14 8.57 0.02 LSup 0.07 7.01 0.01 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 2.65 2.80 0.21 2 0.66 2.65 3.31 0.25 0.75 2.65 3.31 0.28 3 0.71 2.65 3.12 0.27 0.69 2.65 3.12 0.26 4 0.69 2.65 3.12 0.26 0.70 2.65 3.12 0.27 5 0.70 2.65 3.12 0.27 0.70 2.65 3.12 0.27 6 0.70 2.65 3.12 0.27 0.69 2.65 3.12 0.26 7 0.69 2.65 3.12 0.26 0.71 2.65 3.12 0.27 8 0.75 2.65 3.31 0.28 0.67 2.65 3.31 0.25 9 0.57 2.65 2.80 0.21 LOAD ID 15 - Dead+Collateral+0.75Snow+0.45Wind_Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.01 0.67 0.06 1 0.36 -0.58 -0.79 0.06 -0.95 5.48 1.50 3.52 2 0.87 0.66 -0.72 -0.93 3.52 1.27 -1.74 12.09 1.84 4.25 3 0.91 0.70 -0.68 -0.89 4.25 1.90 -1.48 12.62 1.73 4.03 4 0.90 0.69 -0.69 -0.90 4.03 1.71 -1.56 12.46 1.76 4.09 5 0.90 0.69 -0.69 -0.90 4.09 1.76 -1.53 12.50 1.76 4.09 6 0.90 0.69 -0.69 -0.90 4.09 1.76 -1.55 12.53 1.71 4.04 7 0.89 0.68 -0.70 -0.91 4.04 1.73 -1.48 12.39 1.88 4.24 8 0.93 0.71 -0.66 -0.87 4.24 1.83 -1.72 12.87 1.32 3.57 9 0.81 0.59 -0.37 3.57 1.51 -1.04 11.52 0.03 RExt 0.06 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 8.57 0.01 RSup 0.06 6.47 0.01 LSup 0.00 0.02 1 RLap -0.58 B.57 0.07 RLap 1.50 6.92 0.22 RSup 0.21 -0.06 2 RLap -0.72 12.17 0.06 MidS -1.74 6.41 0.27 RSup 0.23 -0.28 3 LLap 0.70 10.82 0.06 MidS -1.48 6.07 0.24 LSup 0.23 -0.22 4 RLap -0.69 10.82 0.06 MidS -1.56 6.06 0.26 RSup 0.23 -0.24 5 LLap 0.69 10.82 0.06 MidS -1.53 6.06 0.25 LSup 0.23 -0.23 6 LLap 0.69 10.82 0.06 MidS -1.55 6.06 0.26 LSup 0.23 -0.24 7 RLap -0.70 10.82 0.06 MidS -1.48 6.07 0.24 RSup 0.23 -0.22 8 LLap 0.71 12.17 0.06 MidS -1.72 6.41 0.27 LSup 0.23 -0.28 9 LLap 0.59 8.57 0.07 LLap 1.51 6.92 0.22 LSup 0.21 -0.07 4/19/2022 RoofDes.out Page 22 RExt LSup 0.06 8.57 0.01 LSup 0.03 7.01 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.28 2.65 2.80 0.10 2 0.32 2.65 3.31 0.12 0.37 2.65 3.31 0.14 3 0.35 2.65 3.12 0.13 0.34 2.65 3.12 0.13 4 0.34 2.65 3.12 0.13 0.35 2.65 3.12 0.13 5 0.35 2.65 3.12 0.13 0.35 2.65 3.12 0.13 6 0.35 2.65 3.12 0.13 0.34 2.65 3.12 0.13 7 0.34 2.65 3.12 0.13 0.35 2.65 3.12 0.13 8 0.37 2.65 3.31 0.14 0.33 2.65 3.31 0.12 9 0.28 2.65 2.80 0.11 LOAD ID 16 - 0.6Dead+0.6Wind Pressurel: ---------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.01 0.67 0.04 1 0.27 -0.42 -0.56 0.04 -0.71 5.52 1.03 2.47 2 0.60 0.46 -0.49 -0.64 2.47 0.91 -1.19 12.13 1.26 2.93 3 0.63 0.48 -0.47 -0.62 2.93 1.30 -1.02 12.61 1.20 2.79 4 0.62 0.47 -0.48 -0.62 2.79 1.18 -1.07 12.47 1.21 2.83 5 0.62 0.48 -0.48 -0.62 2.83 1.22 -1.06 12.50 1.22 2.83 6 0.62 0.48 -0.47 -0.62 2.83 1.21 -1.07 12.53 1.19 2.79 7 0.62 0.47 -0.48 -0.63 2.79 1.20 -1.03 12.40 1.29 2.92 8 0.64 0.49 -0.46 -0.61 2.92 1.26 -1.17 12.83 0.95 2.51 9 0.57 0.43 -0.28 2.51 1.04 -0.78 11.49 0.02 RExt 0.05 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 8.57 0.01 RSup 0.04 6.47 0.01 LSup 0.00 0.02 1 RLap -0.42 8.57 0.05 RLap 1.03 6.93 0.15 RSup 0.15 -0.05 2 RLap -0.49 12.17 0.04 MidS -1.19 6.41 0.19 RSup 0.16 -0.19 3 LLap 0.48 10.82 0.04 MidS -1.02 6.07 0.17 LSup 0.16 -0.15 4 RLap -0.48 10.82 0.04 MidS -1.07 6.06 0.18 RSup 0.16 -0.17 5 LLap 0.48 10.82 0.04 MidS -1.06 6.06 0.17 LSup 0.16 -0.16 6 LLap 0.48 10.82 0.04 MidS -1.07 6.06 0.18 LSup 0.16 -0.17 7 RLap -0.48 10.82 0.04 MidS -1.03 6.06 0.17 RSup 0.16 -0.15 8 LLap 0.49 12.17 0.04 MidS -1.17 6.41 0.18 LSup 0.16 -0.19 9 LLap 0.43 8.57 0.05 LLap 1.04 6.92 0.15 LSup 0.15 -0.06 RExt LSup 0.05 8.57 0.01 LSup 0.02 7.01 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.19 2.65 2.80 0.07 2 0.23 2.65 3.31 0.09 0.26 2.65 3.31 0.10 3 0.24 2.65 3.12 0.09 0.24 2.65 3.12 0.09 4 0.24 2.65 3.12 0.09 0.24 2.65 3.12 0.09 5 0.24 2.65 3.12 0.09 0.24 2.65 3.12 0.09 6 0.24 2.65 3.12 0.09 0.24 2.65 3.12 0.09 7 0.24 2.65 3.12 0.09 0.24 2.65 3.12 0.09 8 0.26 2.65 3.31 0.10 0.23 2.65 3.31 0.09 9 0.20 2.65 2.80 0.07 LOAD ID 17 - 0.6Dead+0.6Wind Suctionl: 4/19/2022 RootDes.out Page 23 --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.12 0.00 -0.02 0.67 -0.08 1 -0.47 0.67 0.90 -0.08 1.21 5.57 -1.59 -3.90 2 -0.94 -0.71 0.76 0.99 -3.90 -1.47 1.81 12.18 -1.95 -4.51 3 -0.97 -0.74 0.73 0.95 -4.51 -2.00 1.59 12.60 -1.85 -4.33 4 -0.96 -0.73 0.74 0.96 -4.33 -1.84 1.66 12.47 -1.88 -4.38 5 -0.96 -0.74 0.74 0.96 -4.38 -1.88 1.64 12.50 -1.88 -4.38 6 -0.96 -0.74 0.73 0.96 -4.38 -1.88 1.66 12.52 -1.84 -4.33 7 -0.96 -0.73 0.74 0.97 -4.33 -1.86 1.60 12.42 -1.98 -4.49 8 -0.98 -0.76 0.71 0.94 -4.49 -1.94 1.79 12.77 -1.53 -3.96 9 -0.91 -0.69 0.48 -3.96 -1.61 1.31 11.45 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.12 8.57 0.01 RSup -0.08 6.86 0.01 RSup 0.02 -0.03 1 RLap 0.67 8.57 0.08 RSup -1.79 7.84 0.23 RSup 0.23 0.08 2 RLap 0.76 12.17 0.06 MidS 1.81 6.41 0.28 RSup 0.25 0.29 3 LLap -0.74 10.82 0.07 MidS 1.59 6.06 0.26 LSup 0.25 0.24 4 RLap 0.74 10.82 0.07 MidS 1.66 6.06 0.27 RSup 0.25 0.26 5 LLap -0.74 10.82 0.07 MidS 1.64 6.06 0.27 LSup 0.25 0.25 6 LLap -0.74 10.82 0.07 MidS 1.66 6.06 0.27 LSup 0.25 0.26 7 RLap 0.74 10.82 0.07 MidS 1.60 6.06 0.26 RSup 0.25 0.24 8 LLap -0.76 12.17 0.06 MidS 1.79 6.42 0.28 LSup 0.24 0.28 9 LLap -0.69 8.57 0.08 LSup -1.82 7.84 0.23 LSup 0.24 0.10 RExt LSup -0.09 8.57 0.01 LSup -0.04 7.19 0.01 LSup 0.00 -0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.30 2.65 2.80 0.12 2 0.36 2.65 3.31 0.14 0.40 2.65 3.31 0.15 3 0.37 2.65 3.12 0.14 0.37 2.65 3.12 0.14 4 0.37 2.65 3.12 0.14 0.37 2.65 3.12 0.14 5 0.37 2.65 3.12 0.14 0.37 2.65 3.12 0.14 6 0.37 2.65 3.12 0.14 0.37 2.65 3.12 0.14 7 0.37 2.65 3.12 0.14 0.37 2.65 3.12 0.14 8 0.39 2.65 3.31 0.15 0.36 2.65 3.31 0.14 9 0.31 2.65 2.80 0.12 LOAD ID 18 - Dead+Collateral+Snow/2+PAT_SL_3: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.23 0.00 0.04 0.67 0.15 1 0.90 -1.46 -1.96 0.15 -2.23 5.29 4.06 9.08 2 2.16 1.66 -1.58 -2.08 9.08 3.46 -4.71 12.74 2.66 8.04 3 1.40 1.10 -0.87 -1.17 8.04 4.37 -1.51 13.62 2.16 5.16 4 1.25 0.95 -1.02 -1.32 5.16 1.93 -2.44 12.15 2.61 6.05 5 1.30 0.99 -0.97 -1.28 6.05 2.69 -2.12 12.60 2.49 5.79 6 1.29 0.98 -0.98 -1.29 5.79 2.46 -2.24 12.50 2.47 5.80 7 1.28 0.97 -0.99 -1.30 5.80 2.49 -2.12 12.41 2.67 6.03 8 1.32 1.02 -0.95 -1.25 6.03 2.60 -2.43 12.83 1.96 5.19 9 1.18 0.88 -0.58 5.19 2.16 -1.60 11.49 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 4/19/2022 RoolDes.out Page 24 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.23 8.57 0.03 RSup 0.15 7.08 0.02 RSup 0.03 0.05 1 RLap -1.46 8.57 0.17 RLap 4.06 6.89 0.59 RLap 0.54 -0.10 2 LLap 1.66 12.17 0.14 MidS -4.71 6.38 0.74 LSup 0.52 -0.87 3 LLap 1.10 10.82 0.10 LLap 4.37 7.86 0.56 LLap 0.50 -0.08 4 RLap -1.02 10.82 0.09 MidS -2.44 6.04 0.40 RSup 0.34 -0.42 5 LLap 0.99 10.82 0.09 MidS -2.12 6.07 0.35 LSup 0.34 -0.31 6 RLap -0.98 10.82 0.09 MidS -2.24 6.05 0.37 RSup 0.33 -0.35 7 RLap -0.99 10.82 0.09 MidS -2.12 6.07 0.35 RSup 0.33 -0.31 8 LLap 1.02 12.17 0.08 MidS -2.43 6.41 0.38 LSup 0.33 -0.39 9 LLap 0.88 8.57 0.10 LLap 2.16 6.92 0.31 LSup 0.31 -0.12 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.71 2.65 2.80 0.27 2 0.83 2.65 3.31 0.31 0.70 2.65 3.31 0.27 3 0.66 2.65 3.12 0.25 0.44 2.65 3.12 0.17 4 0.44 2.65 3.12 0.17 0.52 2.65 3.12 0.19 5 0.52 2.65 3.12 0.19 0.49 2.65 3.12 0.19 6 0.49 2.65 3.12 0.19 0.49 2.65 3.12 0.19 7 0.49 2.65 3.12 0.19 0.50 2.65 3.12 0.19 8 0.53 2.65 3.31 0.20 0.48 2.65 3.31 0.18 9 0.41 2.65 2.80 0.15 LOAD ID 19 - Dead+Collateral+Snow/2+PAT_SL_4: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.46 -0.97 -1.27 0.09 -0.94 4.47 3.63 6.93 2 1.96 1.46 -1.79 -2.29 6.93 1.91 -4.37 11.54 5.03 11.01 3 2.26 1.76 -1.48 -1.98 11.01 5.10 -4.06 13.33 2.41 7.50 4 1.37 1.07 -0.90 -1.20 7.50 3.91 -1.67 13.35 2.24 5.32 5 1.26 0.96 -1.01 -1.31 5.32 2.07 -2.37 12.23 2.61 6.02 6 1.30 1.00 -0.97 -1.27 6.02 2.65 -2.16 12.61 2.43 5.73 7 1.27 0.97 -1.00 -1.30 5.73 2.43 -2.15 12.37 2.68 6.06 8 1.32 1.02 -0.95 -1.25 6.06 2.62 -2.42 12.84 1.95 5.19 9 1.18 0.88 -0.58 5.19 2.16 -1.61 11.49 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.01 1 RLap -0.97 8.57 0.11 RLap 3.63 6.81 0.53 RLap 0.48 0.06 2 RLap -1.79 12.17 0.15 MidS -4.37 6.40 0.68 RSup 0.60 -0.74 3 LLap 1.76 10.82 0.16 MidS -4.06 6.04 0.67 LSup 0.61 -0.69 4 LLap 1.07 10.82 0.10 LLap 3.91 7.89 0.49 LLap 0.45 -0.14 5 RLap -1.01 10.82 0.09 MidS -2.37 6.04 0.39 RSup 0.34 -0.40 6 LLap 1.00 10.82 0.09 MidS -2.16 6.06 0.36 LSup 0.34 -0.32 7 RLap -1.00 10.82 0.09 MidS -2.15 6.06 0.35 RSup 0.33 -0.32 8 LLap 1.02 12.17 0.08 MidS -2.42 6.41 0.38 LSup 0.33 -0.39 9 LLap 0.88 8.57 0.10 LLap 2.16 6.92 0.31 LSup 0.31 -0.12 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) 4/19/2022 RoofDes.out Page 25 Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear Uc Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.54 2.65 2.80 0.20 2 0.64 2.65 3.31 0.24 0.96 2.65 3.31 0.36 3 0.91 2.65 3.12 0.34 0.64 2.65 3.12 0.24 4 0.64 2.65 3.12 0.24 0.45 2.65 3.12 0.17 5 0.45 2.65 3.12 0.17 0.51 2.65 3.12 0.19 6 0.51 2.65 3.12 0.19 0.49 2.65 3.12 0.18 7 0.49 2.65 3.12 0.18 0.50 2.65 3.12 0.19 8 0.53 2.65 3.31 0.20 0.48 2.65 3.31 0.18 9 0.41 2.65 2.80 0.15 LOAD ID 20 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.60 -0.83 -1.13 0.09 -1.67 5.86 1.65 4.53 2 1.15 0.85 -1.12 -1.42 4.53 1.58 -1.95 11.22 4.11 7.83 3 2.01 1.51 -1.74 -2.24 7.83 2.67 -4.02 11.81 4.90 10.74 4 2.25 1.75 -1.50 -2.00 10.74 4.87 -4.15 13.25 2.45 7.57 5 1.38 1.07 -0.89 -1.20 7.57 3.97 -1.63 13.38 2.25 5.32 6 1.26 0.96 -1.01 -1.31 5.32 2.06 -2.41 12.25 2.54 5.95 7 1.29 0.98 -0.99 -1.29 5.95 2.62 -2.07 12.49 2.65 5.98 8 1.32 1.02 -0.95 -1.26 5.98 2.56 -2.45 12.80 1.97 5.21 9 1.18 0.88 -0.58 5.21 2.18 -1.60 11.50 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.05 1 RLap -0.83 8.57 0.10 RSup 2.08 7.84 0.27 RSup 0.27 -0.14 2 RLap -1.12 12.17 0.09 RLap 4.11 8.57 0.48 RLap 0.44 -0.21 3 RLap -1.74 10.82 0.16 MidS -4.02 6.04 0.66 RSup 0.61 -0.68 4 LLap 1.75 10.82 0.16 MidS -4.15 6.03 0.69 LSup 0.61 -0.72 5 LLap 1.07 10.82 0.10 LLap 3.97 7.89 0.50 LLap, 0.46 -0.13 6 RLap -1.01 10.82 0.09 MidS -2.41 6.04 0.40 RSup 0.34 -0.41 7 RLap -0.99 10.82 0.09 MidS -2.07 6.07 0.34 LSup 0.34 -0.29 8 LLap, 1.02 12.17 0.08 MidS -2.45 6.41 0.38 LSup 0.33 -0.40 9 LLap 0.88 8.57 0.10 LLap 2.18 6.92 0.31 LSup 0.31 -0.12 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.35 2.65 2.80 0.13 2 0.42 2.65 3.31 0.16 0.69 2.65 3.31 0.26 3 0.65 2.65 3.12 0.24 0.91 2.65 3.12 0.34 4 0.91 2.65 3.12 0.34 0.64 2.65 3.12 0.24 5 0.64 2.65 3.12 0.24 0.45 2.65 3.12 0.17 6 0.45 2.65 3.12 0.17 0.51 2.65 3.12 0.19 7 0.51 2.65 3.12 0.19 0.49 2.65 3.12 0.19 8 0.52 2.65 3.31 0.20 0.48 2.65 3.31 0.18 9 0.41 2.65 2.80 0.15 LOAD ID 21 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right 4/19/2022 RootDes.out Page 26 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.56 -0.87 -1.18 0.09 -1.42 5.41 2.29 5.29 2 1.28 0.98 -0.99 -1.30 5.29 1.99 -2.64 12.42 2.15 5.51 3 1.21 0.90 -1.06 -1.37 5.51 2.41 -1.57 11.73 3.92 7.49 4 1.99 1.49 -1.76 -2.26 7.49 2.38 -4.15 11.71 4.94 10.84 5 2.25 1.75 -1.49 -1.99 10.84 4.95 -4.11 13.27 2.45 7.57 6 1.38 1.08 -0.89 -1.19 7.57 3.96 -1.68 13.40 2.18 5.25 7 1.25 0.95 -1.02 -1.33 5.25 2.02 -2.32 12.12 2.76 6.21 8 1.33 1.03 -0.94 -1.24 6.21 2.75 -2.38 12.92 1.93 5.14 9 1.18 0.88 -0.59 5.14 2.12 -1.62 11.46 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.87 8.57 0.10 RLap 2.29 6.91 0.33 RSup 0.32 -0.08 2 RLap -0.99 12.17 0.08 MidS -2.64 6.40 0.41 LSup 0.30 -0.46 3 RLap -1.06 10.82 0.10 RLap 3.92 7.89 0.50 RLap 0.45 -0.11 4 RLap -1.76 10.82 0.16 MidS -4.15 6.03 0.69 RSup 0.62 -0.72 5 LLap 1.75 10.82 0.16 MidS -4.11 6.04 0.68 LSup 0.62 -0.70 6 LLap 1.08 10.82 0.10 LLap 3.96 7.89 0.50 LLap 0.45 -0.14 7 RLap -1.02 10.82 0.09 MidS -2.32 6.05 0.38 RSup 0.34 -0.38 8 LLap 1.03 12.17 0.08 MidS -2.38 6.42 0.37 LSup 0.34 -0.37 9 LLap 0.88 8.57 0.10 LLap 2.12 6.93 0.31 LSup 0.31 -0.12 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.41 2.65 2.80 0.16 2 0.49 2.65 3.31 0.18 0.48 2.65 3.31 0.18 3 0.46 2.65 3.12 0.17 0.64 2.65 3.12 0.24 4 0.64 2.65 3.12 0.24 0.92 2.65 3.12 0.35 5 0.92 2.65 3.12 0.35 0.64 2.65 3.12 0.24 6 0.64 2.65 3.12 0.24 0.45 2.65 3.12 0.17 7 0.45 2.65 3.12 0.17 0.51 2.65 3.12 0.19 8 0.54 2.65 3.31 0.21 0.47 2.65 3.31 0.18 9 0.40 2.65 2.80 0.15 LOAD ID 22 - Dead+Collateral+Snow/2+PAT_SL_7: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.57 -0.86 -1.16 0.09 -1.49 5.55 2.09 5.05 2 1.24 0.94 -1.03 -1.33 5.05 1.86 -2.41 12.04 2.76 6.24 3 1.33 1.02 -0.94 -1.25 6.24 2.78 -2.31 12.89 2.02 5.24 4 1.19 0.89 -1.08 -1.38 5.24 2.18 -1.68 11.59 3.96 7.57 5 1.99 1.49 -1.75 -2.25 7.57 2.45 -4.11 11.73 4.95 10.83 6 2.26 1.76 -1.49 -1.99 10.83 4.94 -4.15 13.29 2.39 7.50 7 1.37 1.06 -0.90 -1.21 7.50 3.93 -1.58 13.28 2.39 5.49 8 1.29 0.99 -0.98 -1.28 5.49 2.14 -2.61 12.54 2.05 5.37 9 1.19 0.89 -0.57 5.37 2.31 -1.55 11.60 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 4/19/2022 RoofDes.out Page 27 1 RLap -0.86 8.57 0.10 RLap 2.09 6.93 0.30 RSup 0.30 -0.10 2 RLap -1.03 12.17 0.08 MidS -2.41 6.42 0.37 RSup 0.34 -0.38 3 LLap 1.02 10.82 0.09 MidS -2.31 6.05 0.38 LSup 0.34 -0.37 4 RLap -1.08 10.82 0.10 RLap 3.96 7.89 0.50 RLap 0.45 -0.14 5 RLap -1.75 10.82 0.16 MidS -4.11 6.04 0.68 RSup 0.62 -0.70 6 LLap 1.76 10.82 0.16 MidS -4.15 6.03 0.69 LSup 0.62 -0.72 7 LLap 1.06 10.82 0.10 LLap 3.93 7.89 0.50 LLap 0.45 -0.11 8 LLap 0.99 12.17 0.08 MidS -2.61 6.40 0.41 RSup 0.31 -0.45 9 LLap 0.89 8.57 0.10 LLap 2.31 6.91 0.33 LSup 0.32 -0.10 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.40 2.65 2.80 0.15 2 0.46 2.65 3.31 0.18 0.55 2.65 3.31 0.21 3 0.52 2.65 3.12 0.19 0.45 2.65 3.12 0.17 4 0.45 2.65 3.12 0.17 0.64 2.65 3.12 0.24 5 0.64 2.65 3.12 0.24 0.92 2.65 3.12 0.35 6 0.92 2.65 3.12 0.35 0.64 2.65 3.12 0.24 7 0.64 2.65 3.12 0.24 0.45 2.65 3.12 0.17 8 0.48 2.65 3.31 0.18 0.49 2.65 3.31 0.19 9 0.42 2.65 2.80 0.16 LOAD ID 23 - Dead+Collateral+Snow/2+PAT_SL_8: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.57 -0.86 -1.17 0.09 -1.47 5.51 2.15 5.13 2 1.25 0.95 -1.02 -1.32 5.13 1.90 -2.48 12.16 2.57 6.01 3 1.29 0.99 -0.98 -1.28 6.01 2.67 -2.06 12.53 2.62 5.94 4 1.31 1.01 -0.96 -1.26 5.94 2.54 -2.41 12.74 2.06 5.32 5 1.20 0.89 -1.07 -1.38 5.32 2.25 -1.63 11.63 3.97 7.57 6 1.99 1.50 -1.75 -2.25 7.57 2.44 -4.15 11.75 4.87 10.75 7 2.24 1.74 -1.51 -2.00 10.75 4.90 -4.03 13.19 2.65 7.80 8 1.41 1.11 -0.86 -1.16 7.80 4.09 -1.91 13.74 1.66 4.62 9 1.15 0.85 -0.62 4.62 1.68 -1.80 11.17 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ =----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.86 8.57 0.10 RLap 2.15 6.93 0.31 RSup 0.31 -0.09 2 RLap -1.02 12.17 0.08 MidS -2.48 6.41 0.39 RSup 0.33 -0.40 3 LLap 0.99 10.82 0.09 MidS -2.06 6.07 0.34 RSup 0.34 -0.29 4 LLap 1.01 10.82 0.09 MidS -2.41 6.04 0.40 LSup 0.34 -0.41 5 RLap -1.07 10.82 0.10 RLap 3.97 7.89 0.50 RLap 0.46 -0.13 6 RLap -1.75 10.82 0.16 MidS -4.15 6.03 0.69 RSup 0.61 -0.72 7 LLap 1.74 10.82 0.16 MidS -4.03 6.04 0.67 LSup 0.61 -0.68 8 LLap 1.11 12.17 0.09 LLap 4.09 8.57 0.48 LLap 0.44 -0.20 9 LLap 0.85 8.57 0.10 LSup 2.12 7.84 0.27 LSup 0.28 -0.17 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.40 2.65 2.80 0.15 2 0.47 2.65 3.31 0.18 0.53 2.65 3.31 0.20 4/19/2022 RoofDes.out Page 28 3 0.50 2.65 3.12 0.19 0.51 2.65 3.12 0.19 4 0.51 2.65 3.12 0.19 0.45 2.65 3.12 0.17 5 0.45 2.65 3.12 0.17 0.64 2.65 3.12 0.24 6 0.64 2.65 3.12 0.24 0.91 2.65 3.12 0.35 7 0.91 2.65 3.12 0.35 0.65 2.65 3.12 0.24 8 0.68 2.65 3.31 0.26 0.42 2.65 3.31 0.16 9 0.36 2.65 2.80 0.14 LOAD ID 24 - Dead+Collateral+Snow/2+PAT_SL_9: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.57 -0.86 -1.16 0.09 -1.48 5.52 2.13 5.11 2 1.25 0.95 -1.02 -1.33 5.11 1.89 -2.45 12.12 2.63 6.08 3 1.30 1.00 -0.97 -1.27 6.08 2.70 -2.14 12.64 2.43 5.72 4 1.27 0.97 -1.00 -1.30 5.72 2.42 -2.17 12.38 2.66 6.03 5 1.31 1.01 -0.96 -1.26 6.03 2.61 -2.37 12.78 2.06 5.32 6 1.20 0.90 -1.07 -1.37 5.32 2.24 -1.67 11.65 3.91 7.50 7 1.98 1.48 -1.76 -2.26 7.50 2.41 -4.07 11.68 5.08 10.99 8 2.28 1.78 -1.46 -1.96 10.99 5.02 -4.34 13.44 1.96 6.99 9 1.29 0.99 -0.48 6.99 3.65 -1.06 12.51 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.86 8.57 0.10 RLap 2.13 6.93 0.31 RSup 0.31 -0.10 2 RLap -1.02 12.17 0.08 MidS -2.45 6.41 0.38 RSup 0.33 -0.40 3 LLap 1.00 10.82 0.09 MidS -2.14 6.06 0.35 LSup 0.34 -0.32 4 RLap -1.00 10.82 0.09 MidS -2.17 6.06 0.36 RSup 0.34 -0.33 5 LLap 1.01 10.82 0.09 MidS -2.37 6.04 0.39 LSup 0.34 -0.40 6 RLap -1.07 10.82 0.10 RLap 3.91 7.89 0.50 RLap 0.45 -0.14 7 RLap -1.76 10.82 0.16 MidS -4.07 6.04 0.67 RSup 0.61 -0.69 8 LLap 1.78 12.17 0.15 MidS -4.34 6.40 0.68 LSup 0.60 -0.73 9 LLap 0.99 8.57 0.11 LLap 3.65 6.81 0.54 LLap 0.48 0.04 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.01 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.40 2.65 2.80 0.15 2 0.47 2.65 3.31 0.18 0.53 2.65 3.31 0.20 3 0.50 2.65 3.12 0.19 0.49 2.65 3.12 0.18 4 0.49 2.65 3.12 0.18 0.51 2.65 3.12 0.19 5 0.51 2.65 3.12 0.19 0.45 2.65 3.12 0.17 6 0.45 2.65 3.12 0.17 0.64 2.65 3.12 0.24 7 0.64 2.65 3.12 0.24 0.91 2.65 3.12 0.34 8 0.96 2.65 3.31 0.36 0.64 2.65 3.31 0.24 9 0.55 2.65 2.80 0.21 LOAD ID 25 - Dead+Collateral+Snow/2+PAT_SL10: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.57 -0.86 -1.16 0.09 -1.48 5.52 2.14 5.11 2 1.25 0.95 -1.02 -1.32 5.11 1.89 -2.46 12.13 2.61 6.06 4/19/2022 RootDes.out Page 29 3 1.30 0.99 -0.97 -1.28 6.06 2.69 -2.12 12.60 2.49 5.79 4 1.29 0.98 -0.98 -1.29 5.79 2.46 -2.24 12.50 2.46 5.80 5 1.28 0.97 -0.99 -1.30 5.80 2.49 -2.12 12.40 2.68 6.05 6 1.32 1.02 -0.95 -1.25 6.05 2.61 -2.44 12.84 1.94 5.17 7 1.17 0.87 -1.10 -1.40 5.17 2.17 -1.52 11.40 4.33 8.00 8 2.07 1.58 -1.67 -2.17 8.00 2.64 -4.66 12.22 3.56 9.20 9 1.99 1.49 -0.93 9.20 4.10 -2.44 11.71 0.08 RExt 0.17 0.00 0.08 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.86 8.57 0.10 RLap 2.14 6.93 0.31 RSup 0.31 -0.09 2 RLap -1.02 12.17 0.08 MidS -2.46 6.41 0.38 RSup 0.33 -0.40 3 LLap 0.99 10.82 0.09 MidS -2.12 6.07 0.35 LSup 0.33 -0.31 4 RLap -0.98 10.82 0.09 MidS -2.24 6.05 0.37 RSup 0.33 -0.35 5 RLap -0.99 10.82 0.09 MidS -2.12 6.07 0.35 RSup 0.34 -0.31 6 LLap 1.02 10.82 0.09 MidS -2.44 6.04 0.40 LSup 0.34 -0.42 7 RLap -1.10 10.82 0.10 RLap 4.33 7.87 0.55 RLap 0.50 -0.08 8 RLap -1.67 12.17 0.14 MidS -4.66 6.39 0.73 RSup 0.53 -0.86 9 LLap 1.49 8.57 0.17 LLap 4.10 6.89 0.59 LLap 0.55 -0.14 RExt LSup 0.17 8.57 0.02 LSup 0.08 7.01 0.01 LSup 0.02 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.40 2.65 2.80 0.15 2 0.47 2.65 3.31 0.18 0.53 2.65 3.31 0.20 3 0.50 2.65 3.12 0.19 0.49 2.65 3.12 0.19 4 0.49 2.65 3.12 0.19 0.49 2.65 3.12 0.19 5 0.49 2.65 3.12 0.19 0.51 2.65 3.12 0.19 6 0.51 2.65 3.12 0.19 0.44 2.65 3.12 0.17 7 0.44 2.65 3.12 0.17 0.66 2.65 3.12 0.25 8 0.70 2.65 3.31 0.26 0.85 2.65 3.31 0.32 9 0.72 2.65 2.80 0.27 LOAD ID 26 - Dead+Collateral+Snow/2+PAT_SL_l: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.23 0.00 0.04 0.67 0.15 1 1.06 -1.30 -1.80 0.15 -3.14 6.23 1.85 6.41 2 1.32 1.01 -0.95 -1.26 6.41 2.99 -2.01 12.79 2.42 5.67 3 1.28 0.97 -0.99 -1.30 5.67 2.36 -2.26 12.41 2.54 5.90 4 1.29 0.99 -0.98 -1.28 5.90 2.56 -2.18 12.53 2.49 5.82 5 1.28 0.98 -0.99 -1.29 5.82 2.49 -2.20 12.48 2.53 5.87 6 1.29 0.99 -0.98 -1.28 5.87 2.52 -2.22 12.53 2.45 5.78 7 1.28 0.97 -0.99 -1.30 5.78 2.47 -2.13 12.40 2.67 6.04 8 1.32 1.02 -0.95 -1.25 6.04 2.61 -2.43 12.83 1.96 5.19 9 1.18 0.88 -0.58 5.19 2.16 -1.60 11.49 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.23 8.57 0.03 RSup 0.15 7.08 0.02 RSup 0.03 0.10 1 RLap -1.30 8.57 0.15 MidS -3.14 7.17 0.44 RSup 0.39 -0.33 2 LLap 1.01 12.17 0.08 LSup 3.46 9.60 0.36 LSup 0.37 -0.25 3 RLap -0.99 10.82 0.09 MidS -2.26 6.05 0.37 RSup 0.34 -0.36 4 LLap 0.99 10.82 0.09 MidS -2.18 6.06 0.36 LSup 0.34 -0.33 5 RLap -0.99 10.82 0.09 MidS -2.20 6.06 0.36 RSup 0.33 -0.34 4/19/2022 Roof cs.out Page 30 6 LLap 0.99 10.82 0.09 MidS -2.22 6.06 0.37 LSup 0.33 -0.34 7 RLap -0.99 10.82 0.09 MidS -2.13 6.06 0.35 RSup 0.33 -0.31 8 LLap 1.02 12.17 0.08 MidS -2.43 6.41 0.38 LSup 0.33 -0.39 9 LLap 0.88 8.57 0.10 LLap 2.16 6.92 0.31 LSup 0.31 -0.12 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.50 2.65 2.80 0.19 2 0.59 2.65 3.31 0.22 0.50 2.65 3.31 0.19 3 0.47 2.65 3.12 0.18 0.50 2.65 3.12 0.19 4 0.50 2.65 3.12 0.19 0.50 2.65 3.12 0.19 5 0.50 2.65 3.12 0.19 0.50 2.65 3.12 0.19 6 0.50 2.65 3.12 0.19 0.49 2.65 3.12 0.19 7 0.49 2.65 3.12 0.19 0.50 2.65 3.12 0.19 8 0.53 2.65 3.31 0.20 0.48 2.65 3.31 0.18 9 0.41 2.65 2.80 0.15 LOAD ID 27 - Dead+Collateral+Snow/2+PAT_SL_2: ----------------------------------7----------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.57 -0.86 -1.16 0.09 -1.48 5.52 2.13 5.11 2 1.25 0.95 -1.02 -1.32 5.11 1.89 -2.46 12.13 2.62 6.06 3 1.30 1.00 -0.97 -1.27 6.06 2.70 -2.12 12.61 2.47 5.77 4 1.28 0.98 -0.99 -1.29 5.77 2.45 -2.22 12.46 2.52 5.87 5 1.29 0.99 -0.98 -1.28 5.87 2.53 -2.20 12.52 2.48 5.81 6 1.28 0.98 -0.99 -1.29 5.81 2.49 -2.18 12.46 2.57 5.91 7 1.30 1.00 -0.97 -1.27 5.91 2.54 -2.27 12.62 2.32 5.62 8 1.25 0.95 -1.02 -1.32 5.62 2.39 -1.95 12.13 3.12 6.57 9 1.83 1.34 -1.08 6.57 1.91 -3.35 10.81 0.08 RExt 0.17 0.00 0.08 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.04 1 RLap -0.86 8.57 0.10 RLap 2.13 6.93 0.31 RSup 0.31 -0.10 2 RLap -1.02 12.17 0.08 MidS -2.46 6.41 0.38 RSup 0.33 -0.40 3 LLap 1.00 10.82 0.09 MidS -2.12 6.07 0.35 LSup 0.33 -0.31 4 RLap -0.99 10.82 0.09 MidS -2.22 6.06 0.37 RSup 0.33 -0.34 5 LLap 0.99 10.82 0.09 MidS -2.20 6.06 0.36 LSup 0.33 -0.34 6 RLap -0.99 10.82 0.09 MidS -2.18 6.06 0.36 RSup 0.34 -0.33 7 LLap 1.00 10.82 0.09 MidS -2.27 6.05 0.38 LSup 0.34 -0.36 8 RLap -1.02 12.17 0.08 RSup 3.55 9.60 0.37 RSup 0.37 -0.23 9 LLap 1.34 8.57 0.16 MidS -3.35 7.16 0.47 LSup 0.40 -0.37 RExt LSup 0.17 8.57 0.02 LSup 0.08 7.01 0.01 LSup 0.02 0.08 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.40 2.65 2.80 0.15 2 0.47 2.65 3.31 0.18 0.53 2.65 3.31 0.20 3 0.50 2.65 3.12 0.19 0.49 2.65 3.12 0.19 4 0.49 2.65 3.12 0.19 0.50 2.65 3.12 0.19 5 0.50 2.65 3.12 0.19 0.49 2.65 3.12 0.19 6 0.49 2.65 3.12 0.19 0.50 2.65 3.12 0.19 7 0.50 2.65 3.12 0.19 0.46 2.65 3.12 0.18 4/19/2022 RoofDes.out Page 31 8 0.49 2.65 3.31 0.19 0.60 2.65 3.31 0.23 9 0.51 2.65 2.80 0.19 LOAD ID 28 - Dead+Collateral+Snow-PAT SL 1: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.67 0.09 1 0.45 -0.98 -1.28 0.09 -0.88 4.35 3.80 7.13 2 1.99 1.49 -1.75 -2.25 7.13 2.01 -4.55 11.73 4.51 10.40 3 2.16 1.66 -1.58 -2.08 10.40 4.78 -3.37 12.74 4.02 9.40 4 2.11 1.61 -1.64 -2.13 9.40 3.94 -3.71 12.43 4.16 9.70 5 2.12 1.63 -1.62 -2.12 9.70 4.19 -3.59 12.51 4.15 9.64 6 2.13 1.63 -1.62 -2.12 9.64 4.13 -3.67 12.52 4.05 9.54 7 2.11 1.61 -1.64 -2.14 9.54 4.09 -3.51 12.40 4.41 9.96 8 2.18 1.68 -1.57 -2.07 9.96 4.29 -4.01 12.83 3.23 8.56 9 1.95 1.45 -0.96 8.56 3.57 -2.65 11.49 0.08 RExt 0.17 0.00 0.08 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 8.57 0.02 RSup 0.09 6.47 0.01 RSup 0.02 0.00 1 RLap -0.98 8.57 0.11 RLap 3.80 6.80 0.56 RLap 0.50 0.07 2 RLap -1.75 12.17 0.14 MidS -4.55 6.39 0.71 RSup 0.57 -0.80 3 LLap 1.66 10.82 0.15 LLap 4.78 7.98 0.60 LSup 0.57 -0.47 4 RLap -1.64 10.82 0.15 MidS -3.71 6.05 0.61 RSup 0.55 -0.58 5 LLap 1.63 10.82 0.15 MidS -3.59 6.06 0.59 LSup 0.55 -0.54 6 LLap 1.63 10.82 0.15 MidS -3.67 6.06 0.61 LSup 0.55 -0.57 7 RLap -1.64 10.82 0.15 MidS -3.51 6.06 0.58 RSup 0.55 -0.52 8 LLap 1.68 12.17 0.14 MidS -4.01 6.41 0.62 LSup 0.54 -0.64 9 LLap 1.45 8.57 0.17 LLap 3.57 6.92 0.52 LSup 0.51 -0.19 RExt LSup 0.17 8.57 0.02 LSup 0.08 7.01 0.01 LSup 0.02 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 2.65 2.80 0.21 2 0.66 2.65 3.31 0.25 0.91 2.65 3.31 0.34 3 0.86 2.65 3.12 0.32 0.80 2.65 3.12 0.30 4 0.80 2.65 3.12 0.30 0.83 2.65 3.12 0.31 5 0.83 2.65 3.12 0.31 0.82 2.65 3.12 0.31 6 0.82 2.65 3.12 0.31 0.81 2.65 3.12 0.31 7 0.81 2.65 3.12 0.31 0.82 2.65 3.12 0.31 8 0.87 2.65 3.31 0.33 0.79 2.65 3.31 0.30 9 0.67 2.65 2.80 0.25 LOAD ID 29 - Dead+Collateral+Snow-PAT_SL_2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.23 0.00 0.04 0.67 0.15 1 0.94 -1.42 -1.92 0.15 -2.43 5.52 3.52 8.43 2 2.06 1.56 -1.69 -2.18 8.43 3.12 -4.06 12.13 4.31 10.00 3 2.14 1.64 -1.60 -2.10 10.00 4.44 -3.50 12.61 4.08 9.53 4 2.12 1.62 -1.63 -2.13 9.53 4.04 -3.67 12.47 4.13 9.65 5 2.12 1.62 -1.63 -2.12 9.65 4.15 -3.59 12.49 4.19 9.70 6 2.13 1.63 -1.61 -2.11 9.70 4.16 -3.71 12.57 3.94 9.41 7 2.08 1.58 -1.66 -2.16 9.41 4.02 -3.37 12.27 4.77 10.38 4/19/2022 RoofDes.out Page 32 8 2.25 1.75 -1.50 -1.99 10.38 4.50 -4.52 13.25 2.06 7.19 9 1.30 1.00 -0.47 7.19 3.82 -1.01 12.62 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.23 8.57 0.03 RSup 0.15 7.08 0.02 RSup 0.03 0.07 1 RLap -1.42 8.57 0.17 RLap 3.52 6.93 0.51 RSup 0.51 -0.16 2 RLap -1.69 12.17 0.14 MidS -4.06 6.41 0.63 RSup 0.54 -0.66 3 LLap 1.64 10.82 0.15 MidS -3.50 6.07 0.58 LSup 0.55 -0.51 4 RLap -1.63 10.82 0.15 MidS -3.67 6.06 0.61 RSup 0.55 -0.57 5 RLap -1.63 10.82 0.15 MidS -3.59 6.06 0.59 RSup 0.55 -0.54 6 LLap 1.63 10.82 0.15 MidS -3.71 6.05 0.61 LSup 0.55 -0.58 7 RLap -1.66 10.82 0.15 RLap 4.77 7.98 0.60 RSup 0.57 -0.47 8 LLap 1.75 12.17 0.14 MidS -4.52 6.39 0.71 LSup 0.56 -0.80 9 LLap 1.00 8.57 0.12 LLap 3.82 6.81 0.56 LLap 0.50 0.06 RExt LSup 0.10 8.57 0.01 LSup 0.05 7.01 0.01 LSup 0.00 0.01 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear Uc Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.66 2.65 2.80 0.25 2 0.78 2.65 3.31 0.29 0.88 2.65 3.31 0.33 3 0.83 2.65 3.12 0.31 0.81 2.65 3.12 0.31 4 0.81 2.65 3.12 0.31 0.82 2.65 3.12 0.31 5 0.82 2.65 3.12 0.31 0.83 2.65 3.12 0.31 6 0.83 2.65 3.12 0.31 0.80 2.65 3.12 0.30 7 0.80 2.65 3.12 0.30 0.86 2.65 3.12 0.32 8 0.91 2.65 3.31 0.34 0.66 2.65 3.31 0.25 9 0.56 2.65 2.80 0.21 DEFLECTION: LOAD ID 30 - Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 8.42 -0.08 1.35 0.06 L 2 12.50 -0.33 2.00 0.16 L 3 12.50 -0.26 2.00 0.13 L 4 12.50 -0.28 2.00 0.14 L 5 12.50 -0.27 2.00 0.14 L 6 12.50 -0.28 2.00 0.14 L 7 12.50 -0.26 2.00 0.13 L 8 12.50 -0.32 2.00 0.16 L 9 8.58 -0.10 1.37 0.07 L RExt 1.00 0.03 LOAD ID 31 - Snow+Snow Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.09 1 8.42 -0.21 1.35 0.16 2 12.50 -0.90 2.00 0.45 3 12.50 -0.70 2.00 0.35 4 12.50 -0.78 2.00 0.39 5 12.50 -0.75 2.00 0.37 6 12.50 -0.77 2.00 0.39 7 12.50 -0.70 2.00 0.35 8 12.50 -0.88 2.00 0.44 9 8.58 -0.26 1.37 0.19 RExt 1.00 0.08 4/19/2022 RoofDes.out Page 33 LOAD ID 32 - Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 8.42 -0.12 1.35 0.09 L 2 12.50 -0.52 2.00 0.26 L 3 12.50 -0.40 2.00 0.20 L 4 12.50 -0.45 2.00 0.22 L 5 12.50 -0.43 2.00 0.22 L 6 12.50 -0.45 2.00 0.22 L 7 12.50 -0.41 2.00 0.20 L 8 12.50 -0.51 2.00 0.25 L 9 8.58 -0.15 1.37 0.11 L RExt 1.00 0.05 LOAD ID 33 - MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 8.42 -0.08 1.35 0.06 L 2 12.50 -0.33 2.00 0.16 L 3 12.50 -0.26 2.00 0.13 L 4 12.50 -0.28 2.00 0.14 L 5 12.50 -0.27 2.00 0.14 L 6 12.50 -0.28 2.00 0.14 L 7 12.50 -0.26 2.00 0.13 L 8 12.50 -0.32 2.00 0.16 L 9 8.58 -0.10 1.37 0.07 L RExt 1.00 0.03 LOAD ID 34 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 8.42 -0.11 1.35 0.08 2 12.50 -0.47 2.00 0.23 3 12.50 -0.37 2.00 0.18 4 12.50 -0.41 2.00 0.20 5 12.50 -0.39 2.00 0.20 6 12.50 -0.41 2.00 0.20 7 12.50 -0.37 2.00 0.18 8 12.50 -0.46 2.00 0.23 9 8.58 -0.14 1.37 0.10 RExt 1.00 0.04 LOAD ID 35 - Dead+Collateral+Snow+Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.10 1 8.42 -0.25 1.35 0.18 2 12.50 -1.04 2.00 0.52 3 12.50 -0.81 2.00 0.40 4 12.50 -0.90 2.00 0.45 5 12.50 -0.66 2.00 0.43 6 12.50 -0.90 2.00 0.45 7 12.50 -0.81 2.00 0.41 8 12.50 -1.01 2.00 0.51 9 8.58 -0.30 1.37 0.22 RExt 1.00 0.09 LOAD ID 36 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.07 1 8.42 -0.16 1.35 0.12 2 12.50 -0.66 2.00 0.33 4/19/2022 RoofDes.out Page 34 3 12.50 -0.51 2.00 0.26 4 12.50 -0.57 2.00 0.28 5 12.50 -0.55 2.00 0.27 6 12.50 -0.57 2.00 0.28 7 12.50 -0.52 2.00 0.26 8 12.50 -0.64 2.00 0.32 9 8.58 -0.19 1.37 0.14 RExt 1.00 0.06 LOAD ID 37 - Dead+Collateral+MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 8.42 -0.11 1.35 0.08 2 12.50 -0.47 2.00 0.23 3 12.50 -0.37 2.00 0.18 4 12.50 -0.41 2.00 0.20 5 12.50 -0.39 2.00 0.20 6 12.50 -0.41 2.00 0.20 7 12.50 -0.37 2.00 0.18 8 12.50 -0.46 2.00 0.23 9 8.58 -0.14 1.37 0.10 RExt 1.00 0.04 LOAD ID 38 - Dead+0.41Wind_Pressurel: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 1 8.42 -0.04 1.35 0.03 W 2 12.50 -0.17 2.00 0.08 W 3 12.50 -0.13 2.00 0.06 W 4 12.50 -0.14 2.00 0.07 W 5 12.50 -0.14 2.00 0.07 W 6 12.50 -0.14 2.00 0.07 W 7 12.50 -0.13 2.00 0.07 W 8 12.50 -0.16 2.00 0.08 W 9 8.58 -0.05 1.37 0.04 W RExt 1.00 0.01 LOAD ID 39 - Dead+0.41Wind_Suctionl: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.01 1 8.42 0.03 1.35 0.02 W 2 12.50 0.10 2.00 0.05 W 3 12.50 0.08 2.00 0.04 W 4 12.50 0.09 2.00 0.05 W 5 12.50 0.09 2.00 0.04 W 6 12.50 0.09 2.00 0.05 W 7 12.50 0.08 2.00 0.04 W 8 12.50 0.10 2.00 0.05 W 9 8.58 0.04 1.37 0.03 W RExt 1.00 -0.01 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A In-Plane Roof Force 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange P1 (k )= Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Line Load --Roof-Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 2 35.57 -1.48 0.09 2 2 2 79.01 -3.29 0.13 2 3 2 94.43 -3.93 0.22 4/19/2022 RoofDes.out Page 35 2 4 2 94.43 -3.93 0.22 2 5 2 94.43 -3.93 0.22 2 6 2 94.43 -3.93 0.22 2 7 2 94.43 -3.93 0.22 2 8 2 94.43 -3.93 0.22 2 9 2 79.64 -3.32 0.13 2 10 2 36.20 -1.51 0.09 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 RF 14 Weld clip @081 0.220 0.22 0.32 0.67 1.21 0.14 0.20 2 R_EW 14 Weld clip @081 0.220 0.09 0.32 0.27 1.21 0.07 0.20 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- * 2 RF 25.4 9999 2.12 0.83 * 2 R EW 20.5 9999 1.05 0.61 *WRN(PRA-206) Deflection > Limit -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Roof Panel Design 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL LAYOUT: ------------- Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 NS4- SS 24.00 50.0 60.05 14 4.250 0.44 0.57 PANEL STRENGTH: --------------- --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 2 5.6 88.7 216.3 0.41 3.4 -49.0 309.4 0.16 3 5.6 52.0 216.3 0.24 3.4 -28.8 309.4 0.09 4 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 5 5.6 25.7 216.3 0.12 3.4 -14.2 309.4 0.05 6 5.6 67.0 216.3 0.31 3.4 -37.0 309.4 0.12 7 5.6 39.5 216.3 0.18 3.4 -21.8 309.4 0.07 8 5.6 17.1 216.3 0.08 3.4 -9.5 309.4 0.03 9 5.6 -58.6 309.4 0.19 3.4 32.7 216.3 0.15 10 5.6 37.2 216.3 0.17 3.4 -20.6 309.4 0.07 11 9.8 -19.6 309.4 0.06 12.1 11.2 216.3 0.05 12 5.6 78.4 216.3 0.36 3.4 -43.4 309.4 0.14 13 5.6 51.0 216.3 0.24 3.4 -28.2 309.4 0.09 14 39.6 32.5 216.3 0.15 41.8 -17.2 309.4 0.06 15 9.8 -6.9 309.4 0.02 12.3 4.8 216.3 0.02 16 5.6 16.4 216.3 0.08 3.4 -9.1 309.4 0.03 17 5.6 -59.3 309.4 0.19 3.4 33.1 216.3 0.15 2 Center 1 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 2 5.6 88.7 216.3 0.41 3.4 -49.0 309.4 0.16 3 5.6 52.0 216.3 0.24 3.4 -28.8 309.4 0.09 4 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 5 5.6 25.7 216.3 0.12 3.4 -14.2 309.4 0.05 6 5.6 67.0 216.3 0.31 3.4 -37.0 309.4 0.12 7 5.6 39.5 216.3 0.18 3.4 -21.8 309.4 0.07 8 5.6 17.1 216.3 0.08 3.4 -9.5 309.4 0.03 9 5.6 -42.9 309.4 0.14 3.4 23.7 216.3 0.11 10 5.6 37.2 216.3 0.17 3.4 -20.6 309.4 0.07 11 5.6 -7.8 309.4 0.03 3.4 4.3 216.3 0.02 12 5.6 78.4 216.3 0.36 3.4 -43.4 309.4 0.14 4/19/2022 RoofDes.out Page 36 13 5.6 51.0 216.3. 0.24 3.4 -28.2 309.4 0.09 14 5.6 33.4 216.3 0.15 3.4 -18.5 309.4 0.06 15 5.6 5.9 216.3 0.03 3.4 -3.3 309.4 0.01 16 5.6 16.4 216.3 0.08 3.4 -9.1 309.4 0.03 17 5.6 -43.6 309.4 0.14 3.4 24.1 216.3 0.11 2 Right 1 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 2 5.6 88.7 216.3 0.41 3.4 -49.0 309.4 0.16 3 5.6 52.0 216.3 0.24 3.4 -28.8 309.4 0.09 4 5.6 33.7 216.3 0.16 3.4 -18.6 309.4 0.06 5 5.6 25.7 216.3 0.12 3.4 -14.2 309.4 0.05 6 5.6 67.0 216.3 0.31 3.4 -37.0 309.4 0.12 7 5.6 39.5 216.3 0.18 3.4 -21.8 309.4 0.07 8 5.6 17.1 216.3 0.08 3.4 -9.5 309.4 0.03 9 5.6 -58.6 309.4 0.19 3.4 32.7 216.3 0.15 10 5.6 37.2 216.3 0.17 3.4 -20.6 309.4 0.07 11 9.8 -19.6 309.4 0.06 12.1 11.2 216.3 0.05 12 5.6 78.4 216.3 0.36 3.4 -43.4 309.4 0.14 13 5.6 51.0 216.3 0.24 3.4 -28.2 309.4 0.09 14 39.6 32.5 216.3 0.15 41.8 -17.2 309.4 0.06 15 9.8 -6.9 309.4 0.02 12.3 4.8 216.3 0.02 16 5.6 16.4 216.3 0.08 3.4 -9.1 309.4 0.03 17 5.6 -59.3 309.4 0.19 3.4 33.1 216.3 0.15 PANEL DEFLECTION: ----------------- Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- 2 Left 18 3.5 0.00 0.85 0.00 19 3.5 -0.01 0.85 0.01 20 3.5 -0.01 0.85 0.01 21 3.5 0.00 0.85 0.00 22 3.5 0.00 0.85 0.00 23 3.5 0.01 0.85 0.01 2 Center 18 3.5 0.00 0.85 0.00 19 3.5 -0.01 0.85 0.01 20 3.5 -0.01 0.85 0.01 21 3.5 0.00 0.85 0.00 22 3.5 0.00 0.85 0.00 23 3.5 0.01 0.85 0.01 2 Right 18 3.5 0.00 0.85 0.00 19 3.5 -0.01 0.85 0.01 20 3.5 -0.01 0.85 0.01 21 3.5 0.00 0.85 0.00 22 3.5 0.00 0.85 0.00 23 3.5 0.01 0.85 0.01 LOAD COMBINATION: ----------------- Load Id Description ---- ----------- 1 Dead+Live 2 Dead+Snow+Snow_Drift 3 Dead+Snow 4 Dead+MIN_SNOW 5 Dead+0.75Live 6 Dead+0.75Snow+0.75Snow_Drift 7 Dead+0.75Snow 8 Dead+0.6Wind_Pressurel 9 Dead+0.6Wind_Suctionl 10 Dead+0.75Live+0.45Wind_Pressurel 11 Dead+0.75Live+0.45Wind_Suctionl 12 Dead+0.75Snow+0.45Wind_Pressurel+0.75Snow_Drift 13 Dead+0.75Snow+0.45Wind_Pressurel 14 Dead+0.75Snow+0.45Wind_Suctionl+0.75Snow_Drift 15 Dead+0.75Snow+0.45Wind_Suctionl 16 0.6Dead+0.6Wind_Pressurel 17 0.6Dead+0.6Wind_Suctionl 18 Live 19 Snow+Snow Drift 4/19/2022 RoofDes.out Page 37 20 Snow 21 MIN_SNOW 22 Dead+Wind Pressurel 23 Dead+Wind Suctionl =========----------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Attachment Loads 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF LOADS: EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Walll Wall2 Roof React Walll Wall2 Roof React -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 0.00 2.07 0.57 0.00 6.44 0.058 0.058 4.65 11.89 1 20.00 3.26 0.62 0.00 0.00 0.110 0.110 6.90 0.00 1 40.00 3.05 0.58 0.00 0.00 0.103 0.103 6.90 0.00 1 60.00 1.96 0.53 0.00 6.20 0.055 0.055 4.54 11.77 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 2.07 0.57 0.00 6.44 0.058 0.058 4.65 11.89 3 20.00 3.26 0.62 0.00 0.00 0.110 0.110 6.90 0.00 3 40.00 3.05 0.58 0.00 0.00 0.103 0.103 6.90 0.00 3 60.00 1.96 0.53 0.00 6.20 0.055 0.055 4.54 11.77 ROOF SHEAR: EW Attach_Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 20.00 3.79 7.12 1 20.00 40.00 -0.08 0.00 1 40.00 60.00 -3.71 -7.11 -- ------ ------ ------- ---------- 3 0.00 20.00 3.79 7.12 3 20.00 40.00 -0.08 0.00 3 40.00 60.00 -3.71 -7.11 (a)Seismic results based on base shear values LOAD COMBINATIONS: ------------------ Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD: ------------- Seismic Coeff= 0.083 Roof Dead= 13.500 Roof Snow= 6.300 Roof Total= 19.800 Left EW Dead= 5.000 Front SW Dead= 5.000 Right EW Dead= 5.000 Back SW Dead= 5.000 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Roof Diagonal Bracing 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR: ------------ Wind Seismic Length Calc Calc Limit ------ ------ ------- ------ 211.33 10.8 59.0 0.0 DIAGONAL BRACING: ----------------- Brace_Tension(k ) Bay Brace-Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 4/19/2022 RoofDes.out Page 38 2 0.00 20.00 R 0.625 RD05- 2.45 7.35 3.19 7.35 0.43 20.00 40.00 R 0.625 RD05- 0.05 7.35 0.00 7.35 0.01 40.00 60.00 R 0.625 RD05- 2.40 7.35 3.19 7.35 0.43 6 0.00 20.00 R 0.625 RD05- 2.45 7.35 3.19 7.35 0.43 20.00 40.00 R 0.625 RD05- 0.05 7.35 0.00 7.35 0.01 40.00 60.00 R 0.625 RD05- 2.40 7.35 3.19 7.35 0.43 W22K0159A Sidewall Diagonal Bracing 4/19/22 9:O1am PANEL SHEAR: ------------ Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 163.0 22.8 126.4 0.0 4 211.3 18.3 98.5 0.0 DIAGONAL BRACING: ----------------- Brace_Tension(k ) Wall Bay Brace-Locate ------Diag_Brace---- ----Wind--- --Seismic-- Max Id Id Bot Top Type Size Part Calc Limit Calc Limit UC KL/R ---- ----- ----- ----- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 3 0.0 25.1 R 0.625 RD05- 2.53 7.35 5.60 7.35 0.76 2 6 0.0 25.1 R 0.625 RD05- 2.53 7.35 5.60 7.35 0.76 4 4 0.0 27.6 R 0.625 RD05- 2.76 7.35 5.95 7.35 0.81 4 8 0.0 27.6 R 0.625 RD05- 2.76 7.35 5.95 7.35 0.81 BOTTOM DIAGONAL BRACE REACTIONS: -------------------------------- Wall Bay Col --Wind_Max(k )-- Seismic Max(k ) Id Id Id Horz Vert(+/-) Horz Vert(+/-) ---- --- --- ----- --------- ----- --------- 2 3 3 -1.86 1.71 -4.12 3.80 2 3 4 1.86 1.71 4.12 3.80 2 6 6 -1.86 1.71 -4.12 3.80 2 6 7 1.86 1.71 4.12 3.80 4 4 4 -1.93 1.97 -4.16 4.25 4 4 5 1.93 1.97 4.16 4.25 4 8 8 -1.93 1.97 -4.16 4.25 4 8 9 1.93 1.97 4.16 4.25 LOAD COMBINATIONS: ------------------ -(Wind ) - Dead+0.6Wind_Longl ll(Seismic) - 1.03Dead+0.7Seismic_Long W22K0159A Bracing Deflection 4/19/22 9:O1am ROOF ATTACHMENT DEFLECTION: --------------------------- Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 1 0.0 0.06 0.29 5198 60 1153 50 1 20.0 0.12 0.43 2731 60 742 50 1 40.0 0.12 0.43 2675 60 719 50 1 60.0 0.06 0.27 5161 60 1114 50 3 0.0 0.06 0.29 5198 60 1153 50 4/19/2022 RoofDes.out Page 39 3 20.0 0.12 0.43 2731 60 742 50 3 40.0 0.12 0.43 2675 60 719 50 3 60.0 0.06 0.27 5161 60 1114 50 WALL DEFLECTION AT EAVE: ------------------------ Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 2 25.1 0.06 0.27 5161 60 1114 50 4 27.6 0.06 0.29 5198 60 1153 50 -------------------------------------------------------------------------------- W22K0159A Purlin Strut, Longitudinal Load 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor ---- ------ ---- --- -------- ---- ----- ----- ----- ----- ---- ---- ---- ---- ------- 2 18.3 5 1 08Z089 1 1.18 17.18 -0.82 7.84 RSup 0.17 0.17 65 5.6 ( 20.0) 2 0.00 17.18 -0.46 7.84 RSup 0.06 0.06 65 5.6 3 0.89 17.18 1.28 6.93 RLap 0.24 0.24 65 5.6 4 0.00 17.18 1.52 6.93 RLap 0.22 0.22 65 5.6 5 0.89 17.18 3.56 6.93 RLap 0.57 0.57 65 5.6 6 0.00 17.18 3.80 6.93 RLap 0.55 0.55 65 5.6 7 0.89 17.18 2.04 6.93 RLap 0.35 0.35 65 5.6 8 0.00 17.18 2.28 6.93 RLap 0.33 0.33 65 5.6 9 1.18 17.18 -0.96 7.84 RSup 0.19 0.19 65 5.6 10 0.00 17.18 -0.60 7.84 RSup 0.08 0.08 65 5.6 11 0.30 17.18 0.32 6.93 RLap 0.06 0.06 65 5.6 12 -0.30 41.22 0.32 6.93 RLap 0.05 0.05 65 5.6 13 0.22 17.18 4.37 6.93 RLap 0.64 0.64 65 5.6 14 0.22 17.18 2.85 6.93 RLap 0.42 0.42 65 5.6 15 -0.22 41.22 4.37 6.93 RLap 0.63 0.63 65 5.6 16 -0.22 41.22 2.85 6.93 RLap 0.41 0.41 65 5.6 17 0.30 17.18 0.18 6.93 RLap 0.04 0.04 65 5.6 18 -0.30 41.22 0.18 6.93 RLap 0.03 0.03 65 5.6 2 18.3 5 2 08Z105 1 1.18 12.42 0.86 6.41 MidS 0.23 0.23 97 8.3 ( 20.0) 2 0.00 12.42 0.48 6.41 MidS 0.08 0.08 97 8.3 3 0.89 12.42 -1.47 6.41 MidS 0.30 0.30 97 8.3 4 0.00 12.42 -1.76 6.41 MidS 0.27 0.27 97 8.3 5 0.89 12.42 -4.10 6.41 MidS 0.71 0.71 97 8.3 6 0.00 12.42 -4.38 6.41 MidS 0.68 0.68 97 8.3 7 0.89 12.42 -2.35 6.41 MidS 0.44 0.44 97 8.3 8 0.00 12.42 -2.63 6.41 MidS 0.41 0.41 97 8.3 9 1.18 12.42 1.00 6.41 MidS 0.25 0.25 97 8.3 10 0.00 12.42 0.62 6.41 MidS 0.10 0.10 97 8.3 11 0.64 12.42 -0.37 6.41 MidS 0.11 0.11 97 8.3 12 -0.64 48.63 -0.37 6.41 MidS 0.06 0.06 97 8.3 13 0.48 12.42 -5.03 6.41 MidS 0.82 0.82 97 8.3 14 0.48 12.42 -3.28 6.41 MidS 0.55 0.55 97 8.3 15 -0.48 48.63 -5.03 6.41 MidS 0.78 0.78 97 8.3 16 -0.48 48.63 -3.28 6.41 MidS 0.50 0.51 97 8.3 17 0.64 12.42 -0.20 6.41 MidS 0.08 0.08 97 8.3 18 -0.64 48.63 -0.20 6.41 MidS 0.04 0.04 97 8.3 2 22.6 6 1 08Z089 1 0.77 17.18 -0.82 7.84 RSup 0.15 0.15 65 5.6 ( 20.0) 2 0.00 17.18 -0.46 7.84 RSup 0.06 0.06 65 5.6 3 0.58 17.18 1.28 6.93 RLap 0.22 0.22 65 5.6 4 0.00 17.18 1.52 6.93 RLap 0.22 0.22 65 5.6 5 0.58 17.18 3.56 6.93 RLap 0.55 0.55 65 5.6 6 0.00 17.18 3.80 6.93 RLap 0.55 0.55 65 5.6 7 0.58 17.18 2.04 6.93 RLap 0.33 0.33 65 5.6 8 0.00 17.18 2.28 6.93 RLap 0.33 0.33 65 5.6 9 0.77 17.18 -0.96 7.84 RSup 0.16 0.16 65 5.6 10 0.00 17.18 -0.60 7.84 RSup 0.08 0.08 65 5.6 11 0.20 17.18 0.32 6.93 RLap 0.06 0.06 65 5.6 12 -0.20 41.22 0.32 6.93 RLap 0.05 0.05 65 5.6 4/19/2022 RoofDes.out Page 40 13 0.14 17.18 4.37 6.93 RLap 0.64 0.64 65 5.6 14 0.14 17.18 2.85 6.93 RLap 0.42 0.42 65 5.6 15 -0.14 41.22 4.37 6.93 RLap 0.63 0.63 65 5.6 16 -0.14 41.22 2.85 6.93 RLap 0.41 0.41 65 5.6 17 0.20 17.18 0.18 6.93 RLap 0.04 0.04 65 5.6 18 -0.20 41.22 0.18 6.93 RLap 0.03 0.03 65 5.6 2 22.6 6 2 08Z105 1 0.77 12.42 0.86 6.41 MidS 0.20 0.20 97 8.3 ( 20.0) 2 0.00 12.42 0.48 6.41 MidS 0.08 0.08 97 8.3 3 0.58 12.42 -1.47 6.41 MidS 0.28 0.28 97 8.3 4 0.00 12.42 -1.76 6.41 MidS 0.27 0.27 97 8.3 5 0.58 12.42 -4.10 6.41 MidS 0.69 0.69 97 8.3 6 0.00 12.42 -4.38 6.41 MidS 0.68 0.68 97 8.3 7 0.58 12.42 -2.35 6.41 MidS 0.41 0.41 97 8.3 8 0.00 12.42 -2.63 6.41 MidS 0.41 0.41 97 8.3 9 0.77 12.42 1.00 6.41 MidS 0.22 0.22 97 8.3 10 0.00 12.42 0.62 6.41 MidS 0.10 0.10 97 8.3 11 0.42 12.42 -0.37 6.41 MidS 0.09 0.09 97 8.3 12 -0.42 48.63 -0.37 6.41 MidS 0.05 0.06 97 8.3 13 0.31 12.42 -5.03 6.41 MidS 0.81 0.81 97 8.3 14 0.31 12.42 -3.28 6.41 MidS 0.54 0.54 97 8.3 15 -0.31 48.63 -5.03 6.41 MidS 0.78 0.78 97 8.3 16 -0.31 48.63 -3.28 6.41 MidS 0.51 0.51 97 8.3 17 0.42 12.42 -0.20 6.41 MidS 0.07 0.07 97 8.3 18 -0.42 48.63 -0.20 6.41 MidS 0.03 0.03 97 8.3 2 39.5 10 1 08ZO89 1 1.63 17.18 -0.82 7.84 RSup 0.20 0.20 65 5.6 ( 40.0) 2 0.00 17.18 -0.46 7.84 RSup 0.06 0.06 65 5.6 3 1.23 17.18 1.28 6.93 RLap 0.26 0.26 65 5.6 4 0.00 17.18 1.52 6.93 RLap 0.22 0.22 65 5.6 5 1.23 17.18 3.56 6.93 RLap 0.58 0.58 65 5.6 6 0.00 17.18 3.80 6.93 RLap 0.55 0.55 65 5.6 7 1.23 17.18 2.04 6.93 RLap 0.37 0.37 65 5.6 8 0.00 17.18 2.28 6.93 RLap 0.33 0.33 65 5.6 9 1.63 17.18 -0.96 7.84 RSup 0.21 0.21 65 5.6 10 0.00 17.18 -0.60 7.84 RSup 0.08 0.08 65 5.6 11 0.44 17.18 0.32 6.93 RLap 0.07 0.07 65 5.6 12 -0.44 41.22 0.32 6.93 RLap 0.05 0.05 65 5.6 13 0.32 17.18 4.37 6.93 RLap 0.65 0.65 65 5.6 14 0.32 17.18 2.85 6.93 RLap 0.43 0.43 65 5.6 15 -0.32 41.22 4.37 6.93 RLap 0.62 0.63 65 5.6 16 -0.32 41.22 2.85 6.93 RLap 0.40 0.41 65 5.6 17 0.44 17.18 0.18 6.93 RLap 0.05 0.05 65 5.6 18 -0.44 41.22 0.18 6.93 RLap 0.03 0.03 65 5.6 2 39.5 10 2 08Z105 1 1.67 12.42 0.86 6.41 MidS 0.27 0.27 97 8.3 ( 40.0) 2 0.00 12.42 0.48 6.41 MidS 0.08 0.08 97 8.3 3 1.25 12.42 -1.47 6.41 MidS 0.33 0.33 97 8.3 4 0.00 12.42 -1.76 6.41 MidS 0.27 0.27 97 8.3 5 1.25 12.42 -4.10 6.41 MidS 0.74 0.74 97 8.3 6 0.00 12.42 -4.38 6.41 MidS 0.68 0.68 97 8.3 7 1.25 12.42 -2.35 6.41 MidS 0.47 0.47 97 8.3 8 0.00 12.42 -2.63 6.41 MidS 0.41 0.41 97 8.3 9 1.67 12.42 1.00 6.41 MidS 0.29 0.29 97 8.3 10 0.00 12.42 0.62 6.41 MidS 0.10 0.10 97 8.3 11 0.95 12.42 -0.37 6.41 MidS 0.13 0.13 97 8.3 12 -0.95 48.63 -0.37 6.41 MidS 0.06 0.06 97 8.3 13 0.70 12.42 -5.03 6.41 MidS 0.84 0.84 97 8.3 14 0.70 12.42 -3.28 6.41 MidS 0.57 0.57 97 8.3 15 -0.70 48.63 -5.03 6.41 MidS 0.77 0.78 97 8.3 16 -0.70 48.63 -3.28 6.41 MidS 0.50 0.51 97 8.3 17 0.95 12.42 -0.20 6.41 MidS 0.11 0.11 97 8.3 18 -0.95 48.63 -0.20 6.41 MidS 0.04 0.04 97 8.3 2 43.8 11 1 08ZO89 1 0.19 17.18 -0.82 7.84 RSup 0.11 0.11 65 5.6 ( 40.0) 2 0.00 17.18 -0.46 7.84 RSup 0.06 0.06 65 5.6 3 0.15 17.18 1.28 6.93 RLap 0.19 0.19 65 5.6 4 0.00 17.18 1.52 6.93 RLap 0.22 0.22 65 5.6 5 0.15 17.18 3.56 6.93 RLap 0.52 0.52 65 5.6 6 0.00 17.18 3.80 6.93 RLap 0.55 0.55 65 5.6 7 0.15 17.18 2.04 6.93 RLap 0.30 0.30 65 5.6 8 0.00 17.18 2.28 6.93 RLap 0.33 0.33 65 5.6 9 0.19 17.18 -0.96 7.84 RSup 0.13 0.13 65 5.6 10 0.00 17.18 -0.60 7.84 RSup 0.08 0.08 65 5.6 11 0.05 17.18 0.32 6.93 RLap 0.05 0.05 65 5.6 4/19/2022 RoofDes.out Page 41 12 -0.05 41.22 0.32 6.93 RLap 0.04 0.05 65 5.6 13 0.04 17.18 4.37 6.93 RLap 0.63 0.63 65 5.6 14 0.04 17.18 2.85 6.93 RLap 0.41 0.41 65 5.6 15 -0.04 41.22 4.37 6.93 RLap 0.63 0.63 65 5.6 16 -0.04 41.22 2.85 6.93 RLap 0.41 0.41 65 5.6 17 0.05 17.18 0.18 6.93 RLap 0.03 0.03 65 5.6 18 -0.05 41.22 0.18 6.93 RLap 0.02 0.03 65 5.6 2 43.8 11 2 08Z105 1 0.20 12.42 0.86 6.41 MidS 0.15 0.15 97 8.3 ( 40.0) 2 0.00 12.42 0.48 6.41 MidS 0.08 0.08 97 8.3 3 0.15 12.42 -1.47 6.41 MidS 0.24 0.24 97 8.3 4 0.00 12.42 -1.76 6.41 MidS 0.27 0.27 97 8.3 5 0.15 12.42 -4.10 6.41 MidS 0.65 0.65 97 8.3 6 0.00 12.42 -4.38 6.41 MidS 0.68 0.68 97 8.3 7 0.15 12.42 -2.35 6.41 MidS 0.38 0.38 97 8.3 8 0.00 12.42 -2.63 6.41 MidS 0.41 0.41 97 8.3 9 0.20 12.42 1.00 6.41 MidS 0.17 0.17 97 8.3 10 0.00 12.42 0.62 6.41 MidS 0.10 0.10 97 8.3 11 0.11 12.42 -0.37 6.41 MidS 0.07 0.07 97 8.3 12 -0.11 48.63 -0.37 6.41 MidS 0.05 0.06 97 8.3 13 0.08 12.42 -5.03 6.41 MidS 0.79 0.79 97 8.3 14 0.08 12.42 -3.28 6.41 MidS 0.52 0.52 97 8.3 15 -0.08 48.63 -5.03 6.41 MidS 0.78 0.78 97 8.3 16 -0.08 48.63 -3.28 6.41 MidS 0.51 0.51 97 8.3 17 0.11 12.42 -0.20 6.41 MidS 0.04 0.04 97 8.3 18 -0.11 48.63 -0.20 6.41 MidS 0.03 0.03 97 8.3 2 18.3 5 6 08ZO99 1 0.00 11.47 0.78 6.06 MidS 0.13 0.13 97 8.3 ( 20.0) 2 1.18 11.47 0.43 6.06 MidS 0.17 0.17 97 8.3 3 0.00 11.47 -1.33 6.06 MidS 0.22 0.22 97 8.3 4 0.89 11.47 -1.59 6.06 MidS 0.34 0.34 97 8.3 5 0.00 11.47 -3.70 6.06 MidS 0.61 0.,61 97 8.3 6 0.89 11.47 -3.96 6.06 MidS 0.73 0.73 97 8.3 7 0.00 11.47 -2.12 6.06 MidS 0.35 0.35 97 8.3 8 0.89 11.47 -2.38 6.06 MidS 0.47 0.47 97 8.3 9 0.00 11.47 0.90 6.06 MidS 0.15 0.15 97 8.3 10 1.18 11.47 0.56 6.06 MidS 0.20 0.20 97 8.3 11 1.33 11.47 -0.33 6.06 MidS 0.17 0.17 97 8.3 12 -1.33 45.85 -0.33 6.06 MidS 0.07 0.07 97 8.3 13 0.99 11.47 -4.55 6.06 MidS 0.84 0.84 97 8.3 14 0.99 11.47 -2.97 6.06 MidS 0.58 0.58 97 8.3 15 -0.99 45.85 -4.55 6.06 MidS 0.73 0.75 97 8.3 16 -0.99 45.85 -2.97 6.06 MidS 0.47 0.49 97 8.3 17 1.33 11.47 -0.18 6.06 MidS 0.15 0.15 97 8.3 18 -1.33 45.85 -0.18 6.06 MidS 0.05 0.05 97 8.3 2 18.3 5 7 08ZO99 1 0.00 11.47 0.74 6.06 MidS 0.12 0.12 97 8.3 ( 20.0) 2 1.18 11.47 0.42 6.06 MidS 0.17 0.17 97 8.3 3 0.00 11.47 -1.28 6.06 MidS 0.21 0.21 97 8.3 4 0.89 11.47 -1.52 6.06 MidS 0.33 0.33 97 8.3 5 0.00 11.47 -3.55 6.06 MidS 0.59 0.59 97 8.3 6 0.89 11.47 -3.79 6.06 MidS 0.70 0.70 97 8.3 7 0.00 11.47 -2.03 6.06 MidS 0.34 0.34 97 8.3 8 0.89 11.47 -2.28 6.06 MidS 0.45 0.45 97 8.3 9 0.00 11.47 0.87 6.06 MidS 0.14 0.14 97 8.3 10 1.18 11.47 0.54 6.06 MidS 0.19 0.19 97 8.3 11 0.99 11.47 -0.32 6.06 MidS 0.14 0.14 97 8.3 12 -0.99 45.85 -0.32 6.06 MidS 0.07 0.07 97 8.3 13 0.73 11.47 -4.36 6.06 MidS 0.78 0.78 97 8.3 14 0.73 11.47 -2.84 6.06 MidS 0.53 0.53 97 8.3 15 -0.73 45.85 -4.36 6.06 MidS 0.70 0.72 97 8.3 16 -0.73 45.85 -2.84 6.06 MidS 0.45 0.47 97 8.3 17 0.99 11.47 -0.18 6.06 MidS 0.12 0.12 97 8.3 18 -0.99 45.85 -0.18 6.06 MidS 0.05 0.05 97 8.3 2 18.3 5 8 08Z105 1 0.00 12.42 0.85 6.41 MidS 0.13 0.13 97 8.3 ( 20.0) 2 1.18 12.42 0.48 6.41 MidS 0.17 0.17 97 8.3 3 0.00 12.42 -1.46 6.41 MidS 0.23 0.23 97 8.3 4 0.89 12.42 -1.74 6.41 MidS 0.34 0.34 97 8.3 5 0.00 12.42 -4.05 6.41 MidS 0.63 0.63 97 8.3 6 0.89 12.42 -4.33 6.41 MidS 0.75 0.75 97 8.3 7 0.00 12.42 -2.32 6.41 MidS 0.36 0.36 97 8.3 8 0.89 12.42 -2.60 6.41 MidS 0.48 0.48 97 8.3 9 0.00 12.42 0.99 6.41 MidS 0.15 0.15 97 8.3 10 1.18 12.42 0.62 6.41 MidS 0.19 0.19 97 8.3 4/19/2022 RoofDes.out Page 42 11 0.64 12.42 -0.36 6.41 MidS 0.11 0.11 97 8.3 12 -0.64 48.63 -0.36 6.41 MidS 0.06 0.06 97 8.3 13 0.48 12.42 -4.97 6.41 MidS 0.81 0.81 97 8.3 14 0.48 12.42 -3.24 6.41 MidS 0.54 0.54 97 8.3 15 -0.48 48.63 -4.97 6.41 MidS 0.77 0.78 97 8.3 16 -0.48 48.63 -3.24 6.41 MidS 0.50 0.51 97 8.3 17 0.64 12.42 -0.20 6.41 MidS 0.08 0.08 97 8.3 18 -0.64 48.63 -0.20 6.41 MidS 0.04 0.04 97 8.3 2 18.3 5 9 08ZO89 1 0.00 16.86 -0.83 7.84 LSup 0.11 0.11 66 5.7 ( 20.0) 2 1.18 16.86 -0.47 7.84 LSup 0.13 0.13 66 5.7 3 0.00 16.86 1.30 6.92 LLap 0.19 0.19 66 5.7 4 0.89 16.86 1.54 6.92 LLap 0.28 0.28 66 5.7 5 0.00 16.86 3.60 6.92 LLap 0.52 0.52 66 5.7 6 0.89 16.86 3.85 6.92 LLap 0.61 0.61 66 5.7 7 0.00 16.86 2.06 6.92 LLap 0.30 0.30 66 5.7 8 0.89 16.86 2.31 6.92 LLap 0.39 0.39 66 5.7 9 0.00 16.86 -0.97 7.84 LSup 0.12 0.12 66 5.7 10 1.18 16.86 -0.61 7.84 LSup 0.14 0.14 66 5.7 11 0.30 16.86 0.32 6.92 LLap 0.06 0.06 66 5.7 12 -0.30 41.22 0.32 6.92 LLap 0.05 0.05 66 5.7 13 0.22 16.86 4.42 6.92 LLap 0.65 0.65 66 5.7 14 0.22 16.86 2.89 6.92 LLap 0.43 0.43 66 5.7 15 -0.22 41.22 4.42 6.92 LLap 0.63 0.64 66 5.7 16 -0.22 41.22 2.89 6.92 LLap 0.41 0.42 66 5.7 17 0.30 16.86 0.18 6.92 LLap 0.04 0.04 66 5.7 18 -0.30 41.22 0.18 6.92 LLap 0.03 0.03 66 5.7 2 22.6 6 6 08Z099 1 0.00 11.47 0.78 6.06 MidS 0.13 0.13 97 8.3 ( 20.0) 2 0.77 11.47 0.43 6.06 MidS 0.14 0.14 97 8.3 3 0.00 11.47 -1.33 6.06 MidS 0.22 0.22 97 8.3 4 0.58 11.47 -1.59 6.06 MidS 0.31 0.31 97 8.3 5 0.00 11.47 -3.70 6.06 MidS 0.61 0.61 97 8.3 6 0.58 11.47 -3.96 6.06 MidS 0.70 0.70 97 8.3 7 0.00 11.47 -2.12 6.06 MidS 0.35 0.35 97 8.3 8 0.58 11.47 -2.38 6.06 MidS 0.44 0.44 97 8.3 9 0.00 11.47 0.90 6.06 MidS 0.15 0.15 97 8.3 10 0.77 11.47 0.56 6.06 MidS 0.16 0.16 97 8.3 11 0.87 11.47 -0.33 6.06 MidS 0.13 0.13 97 8.3 12 -0.87 45.85 -0.33 6.06 MidS 0.06 0.06 97 8.3 13 0.65 11.47 -4.55 6.06 MidS 0.81 0.81 97 8.3 14 0.65 11.47 -2.97 6.06 MidS 0.55 0.55 97 8.3 15 -0.65 45.85 -4.55 6.06 MidS 0.74 0.75 97 8.3 16 -0.65 45.85 -2.97 6.06 MidS 0.48 0.49 97 8.3 17 0.87 11.47 -0.18 6.06 MidS 0.11 0.11 97 8.3 18 -0.87 45.85 -0.18 6.06 MidS 0.04 0.04 97 8.3 2 22.6 6 7 08Z099 1 0.00 11.47 0.74 6.06 MidS 0.12 0.12 97 8.3 ( 20.0) 2 0.77 11.47 0.42 6.06 MidS 0.14 0.14 97 8.3 3 0.00 11.47 -1.28 6.06 MidS 0.21 0.21 97 8.3 4 0.58 11.47 -1.52 6.06 MidS 0.30 0.30 97 8.3 5 0.00 11.47 -3.55 6.06 MidS 0.59 0.59 97 8.3 6 0.58 11.47 -3.79 6.06 MidS 0.68 0.68 97 8.3 7 0.00 11.47 -2.03 6.06 MidS 0.34 0.34 97 8.3 8 0.58 11.47 -2.28 6.06 MidS 0.43 0.43 97 8.3 9 0.00 11.47 0.87 6.06 MidS 0.14 0.14 97 8.3 10 0.77 11.47 0.54 6.06 MidS 0.16 0.16 97 8.3 11 0.65 11.47 -0.32 6.06 MidS 0.11 0.11 97 8.3 12 -0.65 45.85 -0.32 6.06 MidS 0.06 0.06 97 8.3 13 0.48 11.47 -4.36 6.06 MidS 0.76 0.76 97 8.3 14 0.48 11.47 -2.84 6.06 MidS 0.51 0.51 97 8.3 15 -0.48 45.85 -4.36 6.06 MidS 0.71 0.72 97 8.3 16 -0.48 45.85 -2.84 6.06 MidS 0.46 0.47 97 8.3 17 0.65 11.47 -0.18 6.06 MidS 0.09 0.09 97 8.3 18 -0.65 45.85 -0.18 6.06 MidS 0.04 0.04 97 8.3 2 22.6 6 8 08Z105 1 0.00 12.42 0.85 6.41 MidS 0.13 0.13 97 8.3 ( 20.0) 2 0.77 12.42 0.48 6.41 MidS 0.14 0.14 97 8.3 3 0.00 12.42 -1.46 6.41 MidS 0.23 0.23 97 8.3 4 0.58 12.42 -1.74 6.41 MidS 0.32 0.32 97 8.3 5 0.00 12.42 -4.05 6.41 MidS 0.63 0.63 97 8.3 6 0.58 12.42 -4.33 6.41 MidS 0.72 0.72 97 8.3 7 0.00 12.42 -2.32 6.41 MidS 0.36 0.36 97 8.3 8 0.58 12.42 -2.60 6.41 MidS 0.45 0.45 97 8.3 9 0.00 12.42 0.99 6.41 MidS 0.15 0.15 97 8.3 4/19/2022 RoofDes.out Page 43 10 0.77 12.42 0.62 6.41 MidS 0.16 0.16 97 8.3 11 0.42 12.42 -0.36 6.41 MidS 0.09 0.09 97 8.3 12 -0.42 48.63 -0.36 6.41 MidS 0.05 0.06 97 8.3 13 0.31 12.42 -4.97 6.41 MidS 0.80 0.80 97 8.3 14 0.31 12.42 -3.24 6.41 MidS 0.53 0.53 97 8.3 15 -0.31 48.63 -4.97 6.41 MidS 0.77 0.78 97 8.3 16 -0.31 48.63 -3.24 6.41 MidS 0.50 0.51 97 8.3 17 0.42 12.42 -0.20 6.41 MidS 0.07 0.07 97 8.3 18 -0.42 48.63 -0.20 6.41 MidS 0.03 0.03 97 8.3 2 22.6 6 9 08ZO89 1 0.00 16.86 -0.83 7.84 LSup 0.11 0.11 66 5.7 ( 20.0) 2 0.77 16.86 -0.47 7.84 LSup 0.10 0.10 66 5.7 3 0.00 16.86 1.30 6.92 LLap 0.19 0.19 66 5.7 4 0.58 16.86 1.54 6.92 LLap 0.26 0.26 66 5.7 5 0.00 16.86 3.60 6.92 LLap 0.52 0.52 66 5.7 6 0.58 16.86 3.85 6.92 LLap 0.59 0.59 66 5.7 7 0.00 16.86 2.06 6.92 LLap 0.30 0.30 66 5.7 8 0.58 16.86 2.31 6.92 LLap 0.37 0.37 66 5.7 9 0.00 16.86 -0.97 7.84 LSup 0.12 0.12 66 5.7 10 0.77 16.86 -0.61 7.84 LSup 0.12 0.12 66 5.7 11 0.20 16.86 0.32 6.92 LLap 0.06 0.06 66 5.7 12 -0.20 41.22 0.32 6.92 LLap 0.05 0.05 66 5.7 13 0.14 16.86 4.42 6.92 LLap 0.65 0.65 66 5.7 14 0.14 16.86 2.89 6.92 LLap 0.43 0.43 66 5.7 15 -0.14 41.22 4.42 6.92 LLap 0.64 0.64 66 5.7 16 -0.14 41.22 2.89 6.92 LLap 0.41 0.42 66 5.7 17 0.20 16.86 0.18 6.92 LLap 0.04 0.04 66 5.7 18 -0.20 41.22 0.18 6.92 LLap 0.03 0.03 66 5.7 2 39.5 10 6 08ZO99 1 0.00 11.47 0.78 6.06 MidS 0.13 0.13 97 8.3 ( 40.0) 2 1.67 11.47 0.43 6.06 MidS 0.22 0.22 97 8.3 3 0.00 11.47 -1.33 6.06 MidS 0.22 0.22 97 8.3 4 1.25 11.47 -1.59 6.06 MidS 0.37 0.37 97 8.3 5 0.00 11.47 -3.70 6.06 MidS 0.61 0.61 97 8.3 6 1.25 11.47 -3.96 6.06 MidS 0.76 0.76 97 8.3 7 0.00 11.47 -2.12 6.06 MidS 0.35 0.35 97 8.3 8 1.25 11.47 -2.38 6.06 MidS 0.50 0.50 97 8.3 9 0.00 11.47 0.90 6.06 MidS 0.15 0.15 97 8.3 10 1.67 11.47 0.56 6.06 MidS 0.24 0.24 97 8.3 11 1.97 11.47 -0.33 6.06 MidS 0.23 0.23 97 8.3 12 -1.97 45.85 -0.33 6.06 MidS 0.08 0.08 97 8.3 13 1.46 11.47 -4.55 6.06 MidS 0.88 0.88 97 8.3 14 1.46 11.47 -2.97 6.06 MidS 0.62 0.62 97 8.3 15 -1.46 45.85 -4.55 6.06 MidS 0.72 0.75 97 8.3 16 -1.46 45.85 -2.97 6.06 MidS 0.46 0.49 97 8.3 17 1.97 11.47 -0.18 6.06 MidS 0.20 0.20 97 8.3 18 -1.97 45.85 -0.18 6.06 MidS 0.07 0.07 97 8.3 2 39.5 10 7 08ZO99 1 0.00 11.47 0.74 6.06 MidS 0.12 0.12 97 8.3 ( 40.0) 2 1.63 11.47 0.42 6.06 MidS 0.21 0.21 97 8.3 3 0.00 11.47 -1.28 6.06 MidS 0.21 0.21 97 8.3 4 1.23 11.47 -1.52 6.06 MidS 0.36 0.36 97 8.3 5 0.00 11.47 -3.55 6.06 MidS 0.59 0.59 97 8.3 6 1.23 11.47 -3.79 6.06 MidS 0.73 0.73 97 8.3 7 0.00 11.47 -2.03 6.06 MidS 0.34 0.34 97 8.3 8 1.23 11.47 -2.28 6.06 MidS 0.48 0.48 97 8.3 9 0.00 11.47 0.87 6.06 MidS 0.14 0.14 97 8.3 10 1.63 11.47 0.54 6.06 MidS 0.23 0.23 97 8.3 11 1.46 11.47 -0.32 6.06 MidS 0.18 0.18 97 8.3 12 -1.46 45.85 -0.32 6.06 MidS 0.08 0.08 97 8.3 13 1.08 11.47 -4.36 6.06 MidS 0.81 0.81 97 8.3 14 1.08 11.47 -2.84 6.06 MidS 0.56 0.56 97 8.3 15 -1.08 45.85 -4.36 6.06 MidS 0.70 0.72 97 8.3 16 -1.08 45.85 -2.84 6.06 MidS 0.45 0.47 97 8.3 17 1.46 11.47 -0.18 6.06 MidS 0.16 0.16 97 8.3 18 -1.46 45.85 -0.18 6.06 MidS 0.06 0.06 97 8.3 2 39.5 10 8 08Z105 1 0.00 12.42 0.85 6.41 MidS 0.13 0.13 97 8.3 ( 40.0) 2 1.63 12.42 0.48 6.41 MidS 0.21 0.21 97 8.3 3 0.00 12.42 -1.46 6.41 MidS 0.23 0.23 97 8.3 4 1.23 12.42 -1.74 6.41 MidS 0.37 0.37 97 8.3 5 0.00 12.42 -4.05 6.41 MidS 0.63 0.63 97 8.3 6 1.23 12.42 -4.33 6.41 MidS 0.77 0.77 97 8.3 7 0.00 12.42 -2.32 6.41 MidS 0.36 0.36 97 8.3 8 1.23 12.42 -2.60 6.41 MidS 0.50 0.50 97 8.3 4/19/2022 RoofDes.out Page 44 9 0.00 12.42 0.99 6.41 MidS 0.15 0.15 97 8.3 10 1.63 12.42 0.62 6.41 MidS 0.23 0.23 97 8.3 11 0.95 12.42 -0.36 6.41 MidS 0.13 0.13 97 8.3 12 -0.95 48.63 -0.36 6.41 MidS 0.06 0.06 97 8.3 13 0.70 12.42 -4.97 6.41 MidS 0.83 0.83 97 8.3 14 0.70 12.42 -3.24 6.41 MidS 0.56 0.56 97 8.3 15 -0.70 48.63 -4.97 6.41 MidS 0.76 0.78 97 8.3 16 -0.70 48.63 -3.24 6.41 MidS 0.49 0.51 97 8.3 17 0.95 12.42 -0.20 6.41 MidS 0.11 0.11 97 8.3 18 -0.95 48.63 -0.20 6.41 MidS 0.04 0.04 97 8.3 2 39.5 10 9 08Z089 1 0.00 16.86 -0.83 7.84 LSup 0.11 0.11 66 5.7 ( 40.0) 2 1.63 16.86 -0.47 7.84 LSup 0.15 0.15 66 5.7 3 0.00 16.86 1.30 6.92 LLap 0.19 0.19 66 5.7 4 1.23 16.86 1.54 6.92 LLap 0.30 0.30 66 5.7 5 0.00 16.86 3.60 6.92 LLap 0.52 0.52 66 5.7 6 1.23 16.86 3.85 6.92 LLap 0.63 0.63 66 5.7 7 0.00 16.86 2.06 6.92 LLap 0.30 0.30 66 5.7 8 1.23 16.86 2.31 6.92 LLap 0.41 0.41 66 5.7 9 0.00 16.86 -0.97 7.84 LSup 0.12 0.12 66 5.7 10 1.63 16.86 -0.61 7.84 LSup 0.17 0.17 66 5.7 11 0.44 16.86 0.32 6.92 LLap 0.07 0.07 66 5.7 12 -0.44 41.22 0.32 6.92 LLap 0.05 0.05 66 5.7 13 0.32 16.86 4.42 6.92 LLap 0.66 0.66 66 5.7 14 0.32 16.86 2.89 6.92 LLap 0.44 0.44 66 5.7 15 -0.32 41.22 4.42 6.92 LLap 0.63 0.64 66 5.7 16 -0.32 41.22 2.89 6.92 LLap 0.41 0.42 66 5.7 17 0.44 16.86 0.18 6.92 LLap 0.05 0.05 66 5.7 18 -0.44 41.22 0.18 6.92 LLap 0.03 0.03 66 5.7 2 43.8 11 6 08Z099 1 0.00 11.47 0.78 6.06 MidS 0.13 0.13 97 8.3 ( 40.0) 2 0.20 11.47 0.43 6.06 MidS 0.09 0.09 97 8.3 3 0.00 11.47 -1.33 6:06 MidS 0.22 0.22 97 8.3 4 0.15 11.47 -1.59 6.06 MidS 0.27 0.27 97 8.3 5 0.00 11.47 -3.70 6.06 MidS 0.61 0.61 97 8.3 6 0.15 11.47 -3.96 6.06 MidS 0.67 0.67 97 8.3 7 0.00 11.47 -2.12 6.06 MidS 0.35 0.35 97 8.3 8 0.15 11.47 -2.38 6.06 MidS 0.41 0.41 97 8.3 9 0.00 11.47 0.90 6.06 MidS 0.15 0.15 97 8.3 10 0.20 11.47 0.56 6.06 MidS 0.11 0.11 97 8.3 11 0.23 11.47 -0.33 6.06 MidS 0.07 0.07 97 8.3 12 -0.23 45.85 -0.33 6.06 MidS 0.05 0.05 97 8.3 13 0.17 11.47 -4.55 6.06 MidS 0.77 0.77 97 8.3 14 0.17 11.47 -2.97 6.06 MidS 0.50 0.50 97 8.3 15 -0.17 45.85 -4.55 6.06 MidS 0.75 0.75 97 8.3 16 -0.17 45.85 -2.97 6.06 MidS 0.49 0.49 97 8.3 17 0.23 11.47 -0.18 6.06 MidS 0.05 0.05 97 8.3 18 -0.23 45.85 -0.18 6.06 MidS 0.03 0.03 97 8.3 2 43.8 11 7 08Z099 1 0.00 11.47 0.74 6.06 MidS 0.12 0.12 97 8.3 ( 40.0) 2 0.19 11.47 0.42 6.06 MidS 0.09 0.09 97 8.3 3 0.00 11.47 -1.28 6.06 MidS 0.21 0.21 97 8.3 4 0.15 11.47 -1.52 6.06 MidS 0.26 0.26 97 8.3 5 0.00 11.47 -3.55 6.06 MidS 0.59 0.59 97 8.3 6 0.15 11.47 -3.79 6.06 MidS 0.64 0.64 97 8.3 7 0.00 11.47 -2.03 6.06 MidS 0.34 0.34 97 8.3 8 0.15 11.47 -2.28 6.06 MidS 0.39 0.39 97 8.3 9 0.00 11.47 0.87 6.06 MidS 0.14 0.14 97 8.3 10 0.19 11.47 0.54 6.06 MidS 0.11 0.11 97 8.3 11 0.17 11.47 -0.32 6.06 MidS 0.07 0.07 97 8.3 12 -0.17 45.85 -0.32 6.06 MidS 0.05 0.05 97 8.3 13 0.13 11.47 -4.36 6.06 MidS 0.73 0.73 97 8.3 14 0.13 11.47 -2.84 6.06 MidS 0.48 0.48 97 8.3 15 -0.13 45.85 -4.36 6.06 MidS 0.72 0.72 97 8.3 16 -0.13 45.85 -2.84 6.06 MidS 0.47 0.47 97 8.3 17 0.17 11.47 -0.18 6.06 MidS 0.04 0.04 97 8.3 18 -0.17 45.85 -0.18 6.06 MidS 0.03 0.03 97 8.3 2 43.8 11 8 08Z105 1 0.00 12.42 0.85 6.41 MidS 0.13 0.13 97 8.3 ( 40.0) 2 0.19 12.42 0.48 6.41 MidS 0.09 0.09 97 8.3 3 0.00 12.42 -1.46 6.41 MidS 0.23 0.23 97 8.3 4 0.15 12.42 -1.74 6.41 MidS 0.28 0.28 97 8.3 5 0.00 12.42 -4.05 6.41 MidS 0.63 0.63 97 8.3 6 0.15 12.42 -4.33 6.41 MidS 0.69 0.69 97 8.3 7 0.00 12.42 -2.32 6.41 MidS 0.36 0.36 97 8.3 4/19/2022 RoofDes.out Page 45 8 0.15 12.42 -2.60 6.41 MidS 0.42 0.42 97 8.3 9 0.00 12.42 0.99 6.41 MidS 0.15 0.15 97 8.3 10 0.19 12.42 0.62 6.41 MidS 0.11 0.11 97 8.3 11 0.11 12.42 -0.36 6.41 MidS 0.07 0.07 97 8.3 12 -0.11 48.63 -0.36 6.41 MidS 0.05 0.06 97 8.3 13 0.08 12.42. -4.97 6.41 MidS 0.78 0.78 97 8.3 14 0.08 12.42 -3.24 6.41 MidS 0.51 0.51 97 8.3 15 -0.08 48.63 -4.97 6.41 MidS 0.77 0.78 97 8.3 16 -0.08 48.63 -3.24 6.41 MidS 0.50 0.51 97 8.3 17 0.11 12.42 -0.20 6.41 MidS 0.04 0.04 97 8.3 18 -0.11 48.63 -0.20 6.41 MidS 0.03 0.03 97 8.3 2 43.8 11 9 08ZO89 1 0.00 16.86 -0.83 7.84 LSup 0.11 0.11 66 5.7 ( 40.0) 2 0.19 16.86 -0.47 7.84 LSup 0.07 0.07 66 5.7 3 0.00 16.86 1.30 6.92 LLap 0.19 0.19 66 5.7 4 0.15 16.86 1.54 6.92 LLap 0.23 0.23 66 5.7 5 0.00 16.86 3.60 6.92 LLap 0.52 0.52 66 5.7 6 0.15 16.86 3.85 6.92 LLap 0.56 0.56 66 5.7 7 0.00 16.86 2.06 6.92 LLap 0.30 0.30 66 5.7 8 0.15 16.86 2.31 6.92 LLap 0.34 0.34 66 5.7 9 0.00 16.86 -0.97 7.84 LSup 0.12 0.12 66 5.7 10 0.19 16.86 -0.61 7.84 LSup 0.09 0.09 66 5.7 11 0.05 16.86 0.32 6.92 LLap 0.05 0.05 66 5.7 12 -0.05 41.22 0.32 6.92 LLap 0.05 0.05 66 5.7 13 0.04 16.86 4.42 6.92 LLap 0.64 0.64 66 5.7 14 0.04 16.86 2.89 6.92 LLap 0.42 0.42 66 5.7 15 -0.04 41.22 4.42 6.92 LLap 0.64 0.64 66 5.7 16 -0.04 41.22 2.89 6.92 LLap 0.42 0.42 66 5.7 17 0.05 16.86 0.18 6.92 LLap 0.03 0.03 66 5.7 18 -0.05 41.22 0.18 6.92 LLap 0.02 0.03 66 5.7 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Eave Strut, Longitudinal Load(Wall 2) 4/19/22 9:01am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall Bay Eave Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Max Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r ---- --- ----------- ---- ----- ----- ---- ----- ----- ---- ------- ---- 2 1 08E060 1 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 2 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 3 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 4 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 5 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 6 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 7 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 8 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 9 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 10 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 11 0.31 15.90 0.02 0.00 5.35 0.00 0.02 0 12 -0.31 33.10 0.01 0.00 5.35 0.00 0.01 0 13 0.23 15.90 0.01 0.00 5.35 0.00 0.01 0 14 0.23 15.90 0.01 0.00 5.35 0.00 0.01 0 15 -0.23 33.10 0.01 0.00 5.35 0.00 0.01 0 16 -0.23 33.10 0.01 0.00 5.35 0.00 0.01 0 17 0.31 15.90 0.02 0.00 5.35 0.00 0.02 0 18 -0.31 33.10 0.01 0.00 5.35 0.00 0.01 0 2 2 08EO60 1 2.29 15.90 0.14 0.00 5.35 0.00 0.14 0 2 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 3 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 4 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 5 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 6 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 7 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 8 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 9 2.29 15.90 0.14 0.00 5.35 0.00 0.14 0 10 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 11 3.18 15.90 0.20 0.00 5.35 0.00 0.20 0 12 -3.18 33.10 0.10 0.00 5.35 0.00 0.10 0 13 2.36 15.90 0.15 0.00 5.35 0.00 0.15 0 14 2.36 15.90 0.15 0.00 5.35 0.00 0.15 0 15 -2.36 33.10 0.07 0.00 5.35 0.00 0.07 0 16 -2.36 33.10 0.07 0.00 5.35 0.00 0.07 0 17 3.18 15.90 0.20 0.00 5.35 0.00 0.20 0 4/19/2022 RootDes.out Page 46 18 -3.18 33.10 0.10 0.00 5.35 0.00 0.10 0 2 3 08E060 1 2.29 15.90 0.14 0.00 5.35 0.00 0.14 0 2 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 3 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 4 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 5 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 6 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 7 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 8 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 9 2.29 15.90 0.14 0.00 5.35 0.00 0.14 0 10 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 11 3.55 15.90 0.22 0.00 5.35 0.00 0.22 0 12 -3.55 33.10 0.11 0.00 5.35 0.00 0.11 0 13 2.64 15.90 0.17 0.00 5.35 0.00 0.17 0 14 2.64 15.90 0.17 0.00 5.35 0.00 0.17 0 15 -2.64 33.10 0.08 0.00 5.35 0.00 0.08 0 16 -2.64 33.10 0.08 0.00 5.35 0.00 0.08 0 17 3.55 15.90 0.22 0.00 5.35 0.00 0.22 0 18 -3.55 33.10 0.11 0.00 5.35 0.00 0.11 0 2 4 08EO60 1 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 2 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 3 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 4 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 5 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 6 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 7 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 8 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 9 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 10 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 11 0.56 15.90 0.04 0.00 5.35 0.00 0.04 0 12 -0.56 33.10 0.02 0.00 5.35 0.00 0.02 0 13 0.42 15.90 0.03 0.00 5.35 0.00 0.03 0 14 0.42 15.90 0.03 0.00 5.35 0.00 0.03 0 15 -0.42 33.10 0.01 0.00 5.35 0.00 0.01 0 16 -0.42 33.10 0.01 0.00 5.35 0.00 0.01 0 17 0.56 15.90 0.04 0.00 5.35 0.00 0.04 0 18 -0.56 33.10 0.02 0.00 5.35 0.00 0.02 0 2 5 08E060 1 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 2 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 3 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 4 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 5 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 6 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 7 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 8 0.32 15.90 0.02 0.00 5.35 0.00 0.02 0 9 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 10 0.43 15.90 0.03 0.00 5.35 0.00 0.03 0 11 0.19 15.90 0.01 0.00 5.35 0.00 0.01 0 12 -0.19 33.10 0.01 0.00 5.35 0.00 0.01 0 13 0.14 15.90 0.01 0.00 5.35 0.00 0.01 0 14 0.14 15.90 0.01 0.00 5.35 0.00 0.01 0 15 -0.14 33.10 0.00 0.00 5.35 0.00 0.00 0 16 -0.14 33.10 0.00 0.00 5.35 0.00 0.00 0 17 0.19 15.90 0.01 0.00 5.35 0.00 0.01 0 18 -0.19 33.10 0.01 0.00 5.35 0.00 0.01 0 2 6 08EO60 1 1.54 15.90 0.10 0.00 5.35 0.00 0.10 0 2 2.29 15.90 0.14 0.00 5.35 0.00 0.14 0 3 1.16 15.90 0.07 0.00 5.35 0.00 0.07 0 4 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 5 1.16 15.90 0.07 0.00 5.35 0.00 0.07 0 6 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 7 1.16 15.90 0.07 0.00 5.35 0.00 0.07 0 8 1.71 15.90 0.11 0.00 5.35 0.00 0.11 0 9 1.54 15.90 0.10 0.00 5.35 0.00 0.10 0 10 2.29 15.90 0.14 A.00 5.35 0.00 0.14 0 11 3.93 15.90 0.25 0.00 5.35 0.00 0.25 0 12 -3.93 33.10 0.12 0.00 5.35 0.00 0.12 0 13 2.92 15.90 0.18 0.00 5.35 0.00 0.18 0 14 2.92 15.90 0.18 0.00 5.35 0.00 0.18 0 15 -2.92 33.10 0.09 0.00 5.35 0.00 0.09 0 16 -2.92 33.10 0.09 0.00 5.35 0.00 0.09 0 4/19/2022 RoofDes.out Page 47 17 3.93 15.90 0.25 0.00 5.35 0.00 0.25 0 18 -3.93 33.10 0.12 0.00 5.35 0.00 0.12 0 2 7 08E060 1 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 2 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 3 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 4 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 5 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 6 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 7 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 8 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 9 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 10 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 11 1.06 15.90 0.07 0.00 5.35 0.00 0.07 0 12 -1.06 33.10 0.03 0.00 5.35 0.00 0.03 0 13 0.79 15.90 0.05 0.00 5.35 0.00 0.05 0 14 0.79 15.90 0.05 0.00 5.35 0.00 0.05 0 15 -0.79 33.10 0.02 0.00 5.35 0.00 0.02 0 16 -0.79 33.10 0.02 0.00 5.35 0.00 0.02 0 17 1.06 15.90 0.07 0.00 5.35 0.00 0.07 0 18 -1.06 33.10 0.03 0.00 5.35 0.00 0.03 0 2 8 08E060 1 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 2 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 3 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 4 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 5 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 6 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 7 -0.24 33.10 0.01 0.00 5.35 0.00 0.01 0 8 0.88 15.90 0.06 0.00 5.35 0.00 0.06 0 9 -0.32 33.10 0.01 0.00 5.35 0.00 0.01 0 10 1.17 15.90 0.07 0.00 5.35 0.00 0.07 0 11 0.69 15.90 0.04 0.00 5.35 0.00 0.04 0 12 -0.69 33.10 0.02 0.00 5.35 0.00 0.02 0 13 0.51 15.90 0.03 0.00 5.35 0.00 0.03 0 14 0.51 15.90 0.03 0.00 5.35 0.00 0.03 0 15 -0.51 33.10 0.02 0.00 5.35 0.00 0.02 0 16 -0.51 33.10 0.02 0.00 5.35 0.00 0.02 0 17 0.69 15.90 0.04 0.00 5.35 0.00 0.04 0 18 -0.69 33.10 0.02 0.00 5.35 0.00 0.02 0 2 9 08E060 1 -0.32 33.10 0.01 0.53 4.60 0.11 0.10 63 2 1.17 13.06 0.09 0.29 4.60 0.06 0.15 63 3 -0.24 33.10 0.01 -0.90 5.35 0.17 0.16 63 4 0.88 13.06 0.07 -1.08 5.35 0.20 0.27 63 5 -0.24 33.10 0.01 -2.51 5.35 0.47 0.46 63 6 0.88 13.06 0.07 -2.68 5.35 0.50 0.57 63 7 -0.24 33.10 0.01 -1.44 5.35 0.27 0.26 63 8 0.88 13.06 0.07 -1.61 5.35 0.30 0.37 63 9 -0.32 33.10 0.01 0.61 4.60 0.13 0.12 63 10 1.17 13.06 0.09 0.38 4.60 0.08 0.17 63 11 0.31 13.06 0.02 -0.22 5.35 0.04 0.07 63 12 -0.31 33.10 0.01 -0.22 5.35 0.04 0.04 63 13 0.23 13.06 0.02 -3.08 5.35 0.58 0.59 63 14 0.23 13.06 0.02 -2.01 5.35 0.38 0.39 63 15 -0.23 33.10 0.01 -3.08 5.35 0.58 0.57 63 16 -0.23 33.10 0.01 -2.01 5.35 0.38 0.37 63 17 0.31 13.06 0.02 -0.12 5.35 0.02 0.05 63 18 -0.31 33.10 0.01 -0.12 5.35 0.02 0.03 63 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Eave(Wall 2) 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ EAVE STRUT Wall Id = 2 ------------------------------ LAYOUT: Available Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- -------- ------ ---- ----- ----- ----- --- ------ ------ ---- ---- 4/19/2022 RootDes.out Page 48 LExt 08E060 1.33 0.00 0 1 4.6 4.6 0.00 0.00 1 08E060 16.67 0.00 2 1 57.0 57.0 0.00 0.00 2 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 3 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 4 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 5 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 6 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 7 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 8 08E060 24.67 0.00 2 1 84.4 84.4 0.00 0.00 9 08E060 17.00 1.73 2 1 58.1 58.1 0.00 0.00 RExt 08E060 1.00 1.73 0 1 3.4 3.4 0.00 0.00 Total(lb)= 713.6 LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.42 -0.42 0.00 -1.77 8.47 0.02 RExt 0.05 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.42 2.61 0.16 MidS -1.77 5.35 0.33 LSup 0.00 -0.30 RExt LSup 0.05 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.06 LOAD ID 2 - Dead+Collateral+Snow+Snow Drift: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.92 -0.93 0.00 -3.91 8.47 0.05 RExt 0.11 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: 4/19/2022 RoofDes.out Page 49 Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.93 2.61 0.36 MidS -3.91 5.35 0.73 RSup 0.36 -0.67 RExt LSup 0.11 2.61 0.04 LSup 0.05 5.35 0.01 LSup 0.04 0.13 LOAD ID 3 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.59 -0.59 0.00 -2.49 8.47 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.59 2.61 0.23 MidS -2.49 5.35 0.46 LSup 0.00 -0.43 RExt LSup 0.07 2.61 0.03 LSup 0.03 5.35 0.01 LSup 0.00 0.08 LOAD ID 4 - Dead+Collateral+MIN SNOW: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.42 -0.42 0.00 -1.77 8.47 0.02 RExt 0.05 0.00 0.02 0.01 0.50 0.00 4/19/2022 RootDes.out Page 50 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0:00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.42 2.61 0.16 MidS -1.77 5.35 0.33 LSup 0.00 -0.30 RExt LSup 0.05 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.06 LOAD ID 5 - Dead+Collateral+0.75Live: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.34 -0.35 0.00 -1.46 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.35 2.61 0.13 MidS -1.46 5.35 0.27 LSup 0.00 -0.25 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 6 - Dead+Collateral+0.75Snow+0.75Snow Drift: ------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.72 -0.73 0.00 -3.07 8.47 0.04 RExt 0.09 0.00 0.04 0.01 0.50 0.00 4/19/2022 RoofDes.out Page 51 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.73 2.61 0.28 MidS -3.07 5.35 0.57 LSup 0.00 -0.53 RExt LSup 0.09 2.61 0.03 LSup 0.04 5.35 0.01 LSup 0.00 0.10 LOAD ID 7 - Dead+Collateral+0.75Snow: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00. 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.47 -0.47 0.00 -2.00 8.47 0.03 RExt 0.06 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.47 2.61 0.18 MidS -2.00 5.35 0.37 LSup 0.00 -0.34 RExt LSup 0.06 2.61 0.02 LSup 0.03 5.35 0.01 LSup 0.00 0.06 LOAD ID 8 - Dead+0.6Wind_Pressurel: ------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00' 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.19 -0.19 0.00 -0.81 8.47 0.01 4/19/2022 Roomes.out Page 52 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.19 2.61 0.07 MidS -0.81 5.35 0.15 LSup 0.00 -0.14 RExt LSup 0.02 2.61 0.01 LSup 0.01 5.35 0.00 LSup 0.00 0.03 LOAD ID 9 - Dead+0.6Wind Suctionl: ------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 -0.27 0.28 0.00 1.17 8.32 -0.02 RExt -0.03 0.00 -0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup 0.28 2.61 0.11 MidS 1.17 4.61 0.25 LSup 0.00 0.20 RExt LSup -0.03 2.61 0.01 LSup -0.02 5.35 0.00 LSup 0.00 -0.04 LOAD ID 10 - Dead+Collateral+0.75Live+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RoofDes.out Page 53 9 0.45 -0.45 0.00 -1.91 8.47 0.03 RExt 0.05 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.45 2.61 0.17 MidS -1.91 5.35 0.36 LSup 0.00 -0.33 RExt LSup 0.05 2.61 0.02 LSup 0.03 5.35 0.00 LSup 0.00 0.06 LOAD ID 11 - Dead+Collateral+0.75Snow+0.45Wind Pressurel+0.75Snow Drift: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.83 -0.84 0.00 -3.52 8.47 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.84 2.61 0.32 MidS -3.52 5.35 0.66 LSup 0.00 -0.60 RExt LSup 0.10 2.61 0.04 LSup 0.05 5.35 0.01 LSup 0.00 0.11 LOAD ID 12 - Dead+Collateral+0.75Snow+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RootDes.out Page 54 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.58 -0.58 0.00 -2.44 8.47 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.58 2.61 0.22 MidS -2.44 5.35 0.46 LSup 0.00 -0.42 RExt LSup 0.07 2.61 0.03 LSup 0.03 5.35 0.01 LSup 0.00 0.08 LOAD ID 13 - Dead+Collateral+0.75Live+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.10 -0.10 0.00 -0.42 8.78 0.01 RExt 0.01 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 LSup 0.10 2.61 0.04 MidS -0.42 5.35 0.08 LSup 0.00 -0.07 RExt LSup 0.01 2.61 0.00 LSup 0.01 5.35 0.00 LSup 0.00 0.01 LOAD ID 14 - Dead+Collateral+0.75Snow+0.45Wind Suctionl+0.75Snow Drift: ------------------------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RoofDes.out Page 55 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.48 -0.48 0.00 -2.02 8.54 0.03 RExt 0.06 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id 'Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 . 5.35 0.00 LSup 0.00 0.00 9 LSup 0.48 2.61 0.19 MidS -2.02 5.35 0.38 LSup 0.00 -0.35 RExt LSup 0.06 2.61 0.02 LSup 0.03 5.35 0.01 LSup 0.00 0.06 LOAD ID 15 - Dead+Collateral+0.75Snow+0.45Wind_Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.23 -0.23 0.00 -0.95 8.61 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 LSup 0.23 2.61 0.09 MidS -0.95 5.35 0.18 LSup 0.00 -0.16 RExt LSup 0.03 2.61 0.01 LSup 0.01 5.35 0.00 LSup 0.00 0.03 LOAD ID 16 - 0.6Dead+0.6Wind Pressurel: ---------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RoofDes.out Page 56 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.17 -0.17 0.00 -0.73 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.17 2.61 0.07 MidS -0.73 5.35 0.14 LSup 0.00 -0.12 RExt LSup 0.02 2.61 0.01 LSup 0.01 5.35 0.00 LSup 0.00 0.02 LOAD ID 17 - 0.6Dead+0.6Wind Suctionl: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 -0.29 0.30 0.00 1.26 8.33 -0.02 RExt -0.04 0.00 -0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup 0.30 2.61 0.12 MidS 1.26 4.61 0.27 LSup 0.00 0.22 RExt LSup -0.04 2.61 0.01 LSup -0.02 5.35 0.00 LSup 0.00 -0.04 LOAD ID 18 - Dead+Collateral+Snow/2+PAT_SL_3: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RoofDes.out Page 57 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 19 - Dead+Collateral+Snow/2+PAT_SL_4: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 20 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RoofDes.out Page 58 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 _ 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0:00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 21 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 22 - Dead+Collateral+Snow/2+PAT_SL_7: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 4/19/2022 RootDes.out Page 59 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 23 - Dead+Collateral+Snow/2+PAT_SL_8: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 24 - Dead+Collateral+Snow/2+PAT_SL_9: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 4/19/2022 RoolDes.out Page 60 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 25 - Dead+Collateral+Snow/2+PAT_SL10: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.59 -0.59 0.00 -2.49 8.47 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.59 2.61 0.23 MidS -2.49 5.35 0.46 LSup 0.00 -0.43 RExt LSup 0.07 2.61 0.03 LSup 0.03 5.35 0.01 LSup 0.00 0.08 LOAD ID 26 - Dead+Collateral+Snow/2+PAT_SL_l: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 4/19/2022 RoofDes.out Page 61 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 LOAD ID 27 - Dead+Collateral+Snow/2+PAT_SL_2: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.59 -0.59 0.00 -2.49 8.47 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.59 2.61 0.23 MidS -2.49 5.35 0.46 LSup 0.00 -0.43 RExt LSup 0.07 2.61 0.03 LSup 0.03 5.35 0.01 LSup 0.00 0.08 LOAD ID 28 - Dead+Collateral+Snow-PAT SL 1: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4/19/2022 RoofDes.out Page 62 LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.59 -0.59 0.00 -2.49 8.47 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc CalC Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0:00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.59 2.61 0.23 MidS -2.49 5.35 0.46 LSup 0.00 -0.43 RExt LSup 0.07 2.61 0.03 LSup 0.03 5.35 0.01 LSup 0.00 0.08 LOAD ID 29 - Dead+Collateral+Snow-PAT SL 2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.67 0.00 1 0.00 0.00 0.00 0.00 8.33 0.00 2 0.00 0.00 0.00 0.00 12.33 0.00 3 0.00 0.00 0.00 0.00 12.33 0.00 4 0.00 0.00 0.00 0.00 12.33 0.00 5 0.00 0.00 0.00 0.00 12.33 0.00 6 0.00 0.00 0.00 0.00 12.33 0.00 7 0.00 0.00 0.00 0.00 12.33 0.00 8 0.00 0.00 0.00 0.00 12.33 0.00 9 0.36 -0.36 0.00 -1.51 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 1 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 2 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 3 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 4 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 5 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 6 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 7 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 8 LSup 0.00 2.61 0.00 LSup 0.00 5.35 0.00 LSup 0.00 0.00 9 RSup -0.36 2.61 0.14 MidS -1.51 5.35 0.28 LSup 0.00 -0.26 RExt LSup 0.04 2.61 0.02 LSup 0.02 5.35 0.00 LSup 0.00 0.05 DEFLECTION: LOAD ID 30 - Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- 4/19/2022 RoofDes.out Page 63 LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 L 2 0.00 0.00 1.97 0.00 L 3 0.00 0.00 1.97 0.00 L 4 0.00 0.00 1.97 0.00 L 5 0.00 0.00 1.97 0.00 L 6 0.00 0.00 1.97 0.00 L 7 0.00 0.00 1.97 0.00 L 8 0.00 0.00 1.97 0.00 L 9 8.50 -0.21 1.36 0.16 L RExt 1.00 0.04 LOAD ID 31 - Snow+Snow Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 2 0.00 0.00 1.97 0.00 3 0.00 0.00 1.97 0.00 4 0.00 0.00 1.97 0.00 5 0.00 0.00 1.97 0.00 6 0.00 0.00 1.97 0.00 7 0.00 0.00 1.97 0.00 8 0.00 0.00 1.97 0.00 9 8.50 -0.58 1.36 0.43 RExt 1.00 0.11 LOAD ID 32 - Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 L 2 0.00 0.00 1.97 0.00 L 3 0.00 0.00 1.97 0.00 L 4 0.00 0.00 1.97 0.00 L 5 0.00 0.00 1.97 0.00 L 6 0.00 0.00 1.97 0.00 L 7 0.00 0.00 1.97 0.00 L 8 0.00 0.00 1.97 0.00 L 9 8.50 -0.34 1.36 0.25 L RExt 1.00 0.06 LOAD ID 33 - MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 L 2 0.00 0.00 1.97 0.00 L 3 0.00 0.00 1.97 0.00 L 4 0.00 0.00 1.97 0.00 L 5 0.00 0.00 1.97 0.00 L 6 0.00 0.00 1.97 0.00 L 7 0.00 0.00 1.97 0.00 L 8 0.00 0.00 1.97 0.00 L 9 8.50 -0.21 1.36 0.16 L RExt 1.00 0.04 LOAD ID 34 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 2 0.00 0.00 1.97 0.00 3 0.00 0.00 1.97 0.00 4 0.00 0.00 1.97 0.00 5 0.00 0.00 1.97 0.00 6 0.00 0.00 1.97 0.00 4/19/2022 RootDes.out Page 64 7 0.00 0.00 1.97 0.00 8 0.00 0.00 1.97 0.00 9 8.50 -0.30 1.36 0.22 RExt 1.00 0.06 LOAD ID 35 - Dead+Collateral+Snow+Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 2 0.00 0.00 1.97 0.00 3 0.00 0.00 1.97 0.00 4 0.00 0.00 1.97 0.00 5 0.00 0.00 1.97 0.00 6 0.00 0.00 1.97 0.00 7 0.00 0.00 1.97 0.00 8 0.00 0.00 1.97 0.00 9 8.50 -0.67 1.36 0.49 RExt 1.00 0.13 LOAD ID 36 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 2 0.00 0.00 1.97 0.00 3 0.00 0.00 1.97 0.00 4 0.00 0.00 1.97 0.00 5 0.00 0.00 1.97 0.00 6 0.00 0.00 1.97 0.00 7 0.00 0.00 1.97 0.00 8 0.00 0.00 1.97 0.00 9 8.50 -0.43 1.36 0.31 RExt 1.00 0.08 LOAD ID 37 - Dead+Collateral+MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 2 0.00 0.00 1.97 0.00 3 0.00 0.00 1.97 0.00 4 0.00 0.00 1.97 0.00 5 0.00 0.00 1.97 0.00 6 0.00 0.00 1.97 0.00 7 0.00 0.00 1.97 0.00 8 0.00 0.00 1.97 0.00 9 8.50 -0.30 1.36 0.22 RExt 1.00 0.06 LOAD ID 38 - Dead+0.41Wind_Pressurel: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 W 2 0.00 0.00 1.97 0.00 W 3 0.00 0.00 1.97 0.00 W 4 0.00 0.00 1.97 0.00 W 5 0.00 0.00 1.97 0.00 w 6 0.00 0.00 1.97 0.00 W 7 0.00 0.00 1.97 0.00 W 8 0.00 0.00 1.97 0.00 W 9 8.50 -0.11 1.36 0.08 W RExt 1.00 0.02 LOAD ID 39 - Dead+0.41Wind_Suctionl: Bay Offset Deflect(in) 4/19/2022 RoofDes.out Page 65 Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 0.00 0.00 1.33 0.00 W 2 0.00 0.00 1.97 0.00 W 3 0.00 0.00 1.97 0.00 W 4 0.00 0.00 1.97 0.00 W 5 0.00 0.00 1.97 0.00 W 6 0.00 0.00 1.97 0.00 W 7 0.00 0.00 1.97 0.00 W 8 0.00 0.00 1.97 0.00 W 9 8.50 0.07 1.36 0.05 W RExt 1.00 -0.01 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Eave Strut, Longitudinal Load(Wall 4) 4/19/22 9:01am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall Bay Eave Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Max Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r ---- '--- ----------- ---- ----- ----- ---- ----- ----- ---- ------- ---- 4 9 95EO60 1 1.24 13.84 0.09 0.19 5.48 0.04 0.13 53 2 -0.34 35.45 0.01 0.11 5.47 0.02 0.02 53 3 0.93 13.84 0.07 -0.33 6.33 0.05 0.12 53 4 -0.26 35.45 0.01 -0.40 6.33 0.06 0.06 53 5 0.93 13.84 0.07 -0.92 6.33 0.15 0.21 53 6 -0.26 35.45 0.01 -0.99 6.33 0.16 0.15 53 7 0.93 13.84 0.07 -0.53 6.33 0.08 0.15 53 8 -0.26 35.45 0.01 -0.59 6.33 0.09 0.09 53 9 1.24 13.84 0.09 0.23 5.48 0.04 0.13 53 10 -0.34 35.45 0.01 0.14 5.48 0.03 0.03 53 11 0.32 13.84 0.02 -0.08 6.33 0.01 0.04 53 12 -0.32 35.45 0.01 -0.08 6.33 0.01 0.02 53 13 0.24 13.84 0.02 -1.13 6.33 0.18 0.20 53 14 0.24 13.84 0.02 -0.74 6.33 0.12 0.13 53 15 -0.24 35.45 0.01 -1.13 6.33 0.18 0.17 53 16 -0.24 35.45 0.01 -0.74 6.33 0.12 0.11 53 17 0.32 13.84 0.02 -0.05 6.33 0.01 0.03 53 18 -0.32 35.45 0.01 -0.05 6.33 0.01 0.01 53 4 8 95EO60 1 2.38 11.67 0.20 0.43 5.47 0.08 0.28 79 2 1.59 11.67 0.14 0.24 5.47 0.04 0.18 79 3 1.79 11.67 0.15 -0.74 5.92 0.12 0.28 79 4 1.19 11.67 0.10 -0.88 5.92 0.15 0.25 79 5 1.79 11.67 0.15 -2.05 5.92 0.35 0.50 79 6 1.19 11.67 0.10 -2.19 5.92 0.37 0.47 79 7 1.79 11.67 0.15 -1.17 5.92 0.20 0.35 79 8 1.19 11.67 0.10 -1.31 5.92 0.22 0.32 79 9 2.38 11.67 0.20 0.50 5.47 0.09 0.30 79 10 1.59 11.67 0.14 0.31 5.47 0.06 0.19 79 11 3.84 11.67 0.33 -0.18 5.92 0.03 0.36 79 12 -3.84 35.45 0.11 -0.18 5.92 0.03 0.13 79 13 2.85 11.67 0.24 -2.51 5.92 0.42 0.67 79 14 2.85 11.67 0.24 -1.64 5.92 0.28 0.52 79 15 -2.85 35.45 0.08 -2.51 5.92 0.42 0.37 79 16 -2.85 35.45 0.08 -1.64 5.92 0.28 0.27 79 17 3.84 11.67 0.33 -0.10 5.92 0.02 0.35 79 18 -3.84 35.45 0.11 -0.10 5.92 0.02 0.12 79 4 7 95EO60 1 0.45 11.67 0.04 0.43 5.47 0.08 0.12 79 2 0.45 11.67 0.04 0.24 5.47 0.04 0.08 79 3 0.34 11.67 0.03 -0.74 5.92 0.12 0.15 79 4 0.34 11.67 0.03 -0.88 5.92 0.15 0.18 79 5 0.34 11.67 0.03 -2.05 5.92 0.35 0.37 79 6 0.34 11.67 0.03 -2.19 5.92 0.37 0.40 79 7 0.34 11.67 0.03 -1.17 5.92 0.20 0.23 79 8 0.34 11.67 0.03 -1.31 5.92 0.22 0.25 79 9 0.45 11.67 0.04 0.50 5.47 0.09 0.13 79 10 0.45 11.67 0.04 0.31 5.47 0.06 0.10 79 11 0.96 11.67 0.08 -0.18 5.92 0.03 0.11 79 12 -0.96 35.45 0.03 -0.18 5.92 0.03 0.05 79 13 0.72 11.67 0.06 -2.51 5.92 0.42 0.49 79 14 0.72 11.67 0.06 -1.64 5.92 0.28 0.34 79 15 -0.72 35.45 0.02 -2.51 5.92 0.42 0.40 79 4/19/2022 RootDes.out Page 66 16 -0.72 35.45 0.02 -1.64 5.92 0.28 0.26 79 17 0.96 11.67 0.08 -0.10 5.92 0.02 0.10 79 18 -0.96 35.45 0.03 -0.10 5.92 0.02 0.04 79 4 6 95EO60 1 0.45 11.67 0.04 0.43 5.47 0.08 0.12 79 2 0.45 11.67 0.04 0.24 5.47 0.04 0.08 79 3 0.34 11.67 0.03 -0.74 5.92 0.12 0.15 79 4 0.34 11.67 0.03 -0.88 5.92 0.15 0.18 79 5 0.34 11.67 0.03 -2.05 5.92 0.35 0.37 79 6 0.34 11.67 0.03 -2.19 5.92 0.37 0.40 79 7 0.34 11.67 0.03 -1.17 5.92 0.20 0.23 79 8 0.34 11.67 0.03 -1.31 5.92 0.22 0.25 79 9 0.45 11.67 0.04 0.50 5.47 0.09 0.13 79 10 0.45 11.67 0.04 0.31 5.47 0.06 0.10 79 11 0.58 11.67 0.05 -0.18 5.92 0.03 0.08 79 12 -0.58 35.45 0.02 -0.18 5.92 0.03 0.04 79 13 0.43 11.67 0.04 -2.51 5.92 0.42 0.46 79 14 0.43 11.67 0.04 -1.64 5.92 0.28 0.31 79 15 -0.43 35.45 0.01 -2.51 5.92 0.42 0.41 79 16 -0.43 35.45 0.01 -1.64 5.92 0.28 0.26 79 17 0.58 11.67 0.05 -0.10 5.92 0.02 0.07 79 18 -0.58 35.45 0.02 -0.10 5.92 0.02 0.03 79 4 5 95EO60 1 0.45 11.67 0.04 0.43 5.47 0.08 0.12 79 2 0.45 11.67 0.04 0.24 5.47 0.04 0.08 79 3 0.34 11.67 0.03 -0.74 5.92 0.12 0.15 79 4 0.34 11.67 0.03 -0.88 5.92 0.15 0.18 79 5 0.34 11.67 0.03 -2.05 5.92 0.35 0.37 79 6 0.34 11.67 0.03 -2.19 5.92 0.37 0.40 79 7 0.34 11.67 0.03 -1.17 5.92 0.20 0.23 79 8 0.34 11.67 0.03 -1.31 5.92 0.22 0.25 79 9 0.45 11.67 0.04 0.50 5.47 0.09 0.13 79 10 0.45 11.67 0.04 0.31 5.47 0.06 0.10 79 11 0.19 11.67 0.02 -0.18 5.92 0.03 0.05 79 12 -0.19 35.45 0.01 -0.18 5.92 0.03 0.03 79 13 0.14 11.67 0.01 -2.51 5.92 0.42 0.44 79 14 0.14 11.67 0.01 -1.64 5.92 0.28 0.29 79 15 -0.14 35.45 0.00 -2.51 5.92 0.42 0.42 79 16 -0.14 35.45 0.00 -1.64 5.92 0.28 0.27 79 17 0.19 11.67 0.02 -0.10 5.92 0.02 0.03 79 18 -0.19 35.45 0.01 -0.10 5.92 0.02 0.02 79 4 4 95EO60 1 1.59 11.67 0.14 0.43 5.47 0.08 0.21 79 2 2.38 11.67 0.20 0.24 5.47 0.04 0.25 79 3 1.19 11.67 0.10 -0.74 5.92 0.12 0.23 79 4 1.79 11.67 0.15 -0.88 5.92 0.15 0.30 79 5 1.19 11.67 0.10 -2.05 5.92 0.35 0.45 79 6 1.79 11.67 0.15 -2.19 5.92 0.37 0.52 79 7 1.19 11.67 0.10 -1.17 5.92 0.20 0.30 79 8 1.79 11.67 0.15 -1.31 5.92 0.22 0.38 79 9 1.59 11.67 0.14 0.50 5.47 0.09 0.23 79 10 2.38 11.67 0.20 0.31 5.47 0.06 0.26 79 11 3.97 11.67 0.34 -0.18 5.92 0.03 0.37 79 12 -3.97 35.45 0.11 -0.18 5.92 0.03 0.13 79 13 2.95 11.67 0.25 -2.51 5.92 0.42 0.68 79 14 2.95 11.67 0.25 -1.64 5.92 0.28 0.53 79 15 -2.95 35.45 0.08 -2.51 5.92 0.42 0.37 79 16 -2.95 35.45 0.08 -1.64 5.92 0.28 0.27 79 17 3.97 11.67 0.34 -0.10 5.92 0.02 0.36 79 18 -3.97 35.45 0.11 -0.10 5.92 0.02 0.12 79 4 3 95EO60 1 -0.34 35.45 0.01 0.43 5.47 0.08 0.07 79 2 1.24 11.67 0.11 0.24 5.47 0.04 0.15 79 3 -0.26 35.45 0.01 -0.74 5.92 0.12 0.12 79 4 0.93 11.67 0.08 -0.88 5.92 0.15 0.23 79 5 -0.26 35.45 0.01 -2.05 5.92 0.35 0.34 79 6 0.93 11.67 0.08 -2.19 5.92 0.37 0.45 79 7 -0.26 35.45 0.01 -1.17 5.92 0.20 0.19 79 8 0.93 11.67 0.08 -1.31 5.92 0.22 0.30 79 9 -0.34 35.45 0.01 0.50 5.47 0.09 0.08 79 10 1.24 11.67 0.11 0.31 5.47 0.06 0.16 79 11 1.09 11.67 0.09 -0.18 5.92 0.03 0.12 79 12 -1.09 35.45 0.03 -0.18 5.92 0.03 0.05 79 13 0.81 11.67 0.07 -2.51 5.92 0.42 0.49 79 14 0.81 11.67 0.07 -1.64 5.92 0.28 0.35 79 4/19/2022 RoofDes.out Page 67 15 -0.81 35.45 0.02 -2.51 5.92 0.42 0.40 79 16 -0.81 35.45 0.02 -1.64 5.92 0.28 0.25 79 17 1.09 11.67 0.09 -0.10 5.92 0.02 0.11 79 18 -1.09 35.45 0.03 -0.10 5.92 0.02 0.04 79 4 2 95E060 1 -0.34 35.45 0.01 0.43 5.47 0.08 0.07 79 2 1.24 11.67 0.11 0.24 5.47 0.04 0.15 79 3 -0.26 35.45 0.01 -0.74 5.92 0.12 0.12 79 4 0.93 11.67 0.08 -0.88 5.92 0.15 0.23 79 5 -0.26 35.45 0.01 -2.05 5.92 0.35 0.34 79 6 0.93 11.67 0.08 -2.19 5.92 0.37 0.45 79 7 -0.26 35.45 0.01 -1.17 5.92 0.20 0.19 79 8 0.93 11.67 0.08 -1.31 5.92 0.22 0.30 79 9 -0.34 35.45 0.01 0.50 5.47 0.09 0.08 79 10 1.24 11.67 0.11 0.31 5.47 0.06 0.16 79 11 0.71 11.67 0.06 -0.18 5.92 0.03 0.09 79 12 -0.71 35.45 0.02 -0.18 5.92 0.03 0.04 79 13 0.52 11.67 0.04 -2.51 5.92 0.42 0.47 79 14 0.52 11.67 0.04 -1.64 5.92 0.28 0.32 79 15 -0.52 35.45 0.01 -2.51 5.92 0.42 0.41 79 16 -0.52 35.45 0.01 -1.64 5.92 0.28 0.26 79 17 0.71 11.67 0.06 -0.10 5.92 0.02 0.08 79 18 -0.71 35.45 0.02 -0.10 5.92 0.02 0.03 79 4 1 95E060 1 -0.34 35.45 0.01 0.20 5.49 0.04 0.03 54 2 1.24 13.76 0.09 0.11 5.49 0.02 0.11 54 3 -0.26 35.45 0.01 -0.35 6.33 0.05 0.05 54 4 0.93 13.76 0.07 -0.41 6.33 0.07 0.13 54 5 -0.26 35.45 0.01 -0.96 6.33 0.15 0.15 54 6 0.93 13.76 0.07 -1.03 6.33 0.16 0.23 54 7 -0.26 35.45 0.01 -0.55 6.33 0.09 0.08 54 8 0.93 13.76 0.07 -0.62 6.33 0.10 0.17 54 9 -0.34 35.45 0.01 0.24 5.49 0.04 0.04 54 10 1.24 13.76 0.09 0.15 5.49 0.03 0.12 54 11 0.32 13.76 0.02 -0.09 6.33 0.01 0.04 54 12 -0.32 35.45 0.01 -0.09 6.33 0.01 0.02 54 13 0.24 13.76 0.02 -1.19 6.33 0.19 0.20 54 14 0.24 13.76 0.02 -0.77 6.33 0.12 0.14 54 15 -0.24 35.45 0.01 -1.19 6.33 0.19 0.18 54 16 -0.24 35.45 0.01 -0.77 6.33 0.12 0.12 54 17 0.32 13.76 0.02 -0.05 6.33 0.01 0.03 54 18 -0.32 35.45 0.01 -0.05 6.33 0.01 0.01 54 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Eave(Wall 4) 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ EAVE STRUT Wall Id = 4 ------------------------------ LAYOUT: Available Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- -------- ------ ---- ----- ----- ----- --- ------ ------ ---- ---- LExt 95E060 1.33 0.67 0 1 4.9 4.9 0.00 0.00 9 95E060 16.67 0.67 2 1 61.1 61.1 0.00 0.00 8 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 7 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 6 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 5 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 4 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 3 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 2 95E060 24.67 0.67 2 1 90.4 90.4 0.00 0.00 1 95E060 17.00 0.67 2 1 62.3 62.3 0.00 0.00 RExt 95E060 1.00 0.67 0 1 3.7 3.7 0.00 0.00 Total(lb)= 764.3 Purlin DL= 5.49 (psf ) 4/19/2022 RootDes.out Page 68 LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.67 0.02 9 0.16 -0.16 0.02 -0.65 8.39 0.00 8 0.23 -0.23 0.00 -1.44 12.33 0.00 7 0.23 -0.23 0.00 -1.44 12.33 0.00 6 0.23 -0.23 0.00 -1.44 12.33 0.00 5 0.23 -0.23 0.00 -1.44 12.33 0.00 4 0.23 -0.23 0.00 -1.44 12.33 0.00 3 0.23 -0.23 0.00 -1.44 12.33 0.00 2 0.23 -0.23 0.00 -1.44 12.33 0.00 1 0.16 -0.16 0.00 -0.68 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.01 RSup 0.02 6.33 0.00 LSup 0.00 0.02 9 LSup 0.16 2.16 0.07 MidS -0.65 6.33 0.10 LSup 0.00 -0.07 8 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 7 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 6 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 5 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 4 RSup -0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 3 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 2 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 1 RSup -0.16 2.16 0.07 MidS -0.68 6.33 0.11 LSup 0.00 -0.08 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 2 - Dead+Collateral+Snow+Snow Drift: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.06 0.00 0.01 0.67 0.04 9 0.35 -0.35 0.04 -1.44 8.39 0.00 8 0.52 -0.52 0.00 -3.19 12.33 0.00 7 0.52 -0.52 0.00 -3.19 12.33 0.00 6 0.52 -0.52 0.00 -3.19 12.33 0.00 5 0.52 -0.52 0.00 -3.19 12.33 0.00 4 0.52 -0.52 0.00 -3.19 12.33 0.00 3 0.52 -0.52 0.00 -3.19 12.33 0.00 2 0.52 -0.52 0.00 -3.19 12.33 0.00 1 0.36 -0.36 0.00 -1.50 8.47 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.06 2.16 0.03 RSup 0.04 6.33 0.01 LSup 0.00 0.04 9 LSup 0.35 2.16 0.16 MidS -1.44 6.33 0.23 LSup 0.00 -0.16 8 LSup 0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 7 LSup 0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 6 LSup 0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 5 LSup 0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 4 LSup 0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 3 RSup -0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 2 RSup -0.52 2.16 0.24 MidS -3.19 5.92 0.54 LSup 0.00 -0.80 1 RSup -0.36 2.16 0.17 MidS -1.50 6.33 0.24 LSup 0.00 -0.18 RExt LSup 0.04 2.16 0.02 LSup 0.02 6.33 0.00 LSup 0.00 0.03 4/19/2022 RoofDes.out Page 69 LOAD ID 3 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.02 9 0.22 -0.22 0.02 -0.91 8.39 0.00 8 0.33 -0.33 0.00 -2.02 12.33 0.00 7 0.33 -0.33 0.00 -2.02 12.33 0.00 6 0.33 -0.33 0.00 -2.02 12.33 0.00 5 0.33 -0.33 0.00 -2.02 12.33 0.00 4 0.33 -0.33 0.00 -2.02 12.33 0.00 3 0.33 -0.33 0.00 -2.02 12.33 0.00 2 0.33 -0.33 0.00 -2.02 12.33 0.00 1 0.23 -0.23 0.00 -0.96 8.47 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 2.16 0.02 RSup 0.02 6.33 0.00 LSup 0.00 0.03 9 LSup 0.22 2.16 0.10 MidS -0.91 6.33 0.14 LSup 0.00 -0.10 8 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 7 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 6 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 5 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 3 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 2 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 1 RSup -0.23 2.16 0.10 MidS -0.96 6.33 0.15 LSup 0.00 -0.11 RExt LSup 0.03 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 4 - Dead+Collateral+MIN SNOW: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.67 0.02 9 0.16 -0.16 0.02 -0.65 8.39 0.00 8 0.23 -0.23 0.00 -1.44 12.33 0.00 7 0.23 -0.23 0.00 -1.44 12.33 0.00 6 0.23 -0.23 0.00 -1.44 12.33 0.00 5 0.23 -0.23 0.00 -1.44 12.33 0.00 4 0.23 -0.23 0.00 -1.44 12.33 0.00 3 0.23 -0.23 0.00 -1.44 12.33 0.00 2 0.23 -0.23 0.00 -1.44 12.33 0.00 1 0.16 -0.16 0.00 -0.68 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.01 RSup 0.02 6.33 0.00 LSup 0.00 0.02 9 LSup 0.16 2.16 0.07 MidS -0.65 6.33 0.10 LSup 0.00 -0.07 8 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 7 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 6 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 5 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 4 LSup 0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 3 RSup -0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 2 RSup -0.23 2.16 0.11 MidS -1.44 5.92 0.24 LSup 0.00 -0.36 1 RSup -0.16 2.16 0.07 MidS -0.68 6.33 0.11 LSup 0.00 -0.08 4/19/2022 RoofDes.out Page 70 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 5 - Dead+Collateral+0.75Live: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.13 -0.13 0.01 -0.54 8.39 0.00 8 0.19 -0.19 0.00 -1.19 12.33 0.00 7 0.19 -0.19 0.00 -1.19 12.33 0.00 6 0.19 -0.19 0.00 -1.19 12.33 0.00 5 0.19 -0.19 0.00 -1.19 12.33 0.00 4 0.19 -0.19 0.00 -1.19 12.33 0.00 3 0.19 -0.19 0.00 -1.19 12.33 0.00 2 0.19 -0.19 0.00 -1.19 12.33 0.00 1 0.13 -0.13 0.00 -0.56 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.13 2.16 0.06 MidS -0.54 6.33 0.08 LSup 0.00 -0.06 8 RSup -0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 7 RSup -0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 6 RSup -0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 5 RSup -0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 4 LSup 0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 3 LSup 0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 2 LSup 0.19 2.16 0.09 MidS -1.19 5.92 0.20 LSup 0.00 -0.30 1 RSup -0.13 2.16 0.06 MidS -0.56 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 6 - Dead+Collateral+0.75Snow+0.75Snow Drift: ------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.03 9 0.28 -0.27 0.03 -1.13 8.39 0.00 8 0.41 -0.41 0.00 -2.50 12.33 0.00 7 0.41 -0.41 0.00 -2.50 12.33 0.00 6 0.41 -0.41 0.00 -2.50 12.33 0.00 5 0.41 -0.41 0.00 -2.50 12.33 0.00 4 0.41 -0.41 0.00 -2.50 12.33 0.00 3 0.41 -0.41 0.00 -2.50 12.33 0.00 2 0.41 -0.41 0.00 -2.50 12.33 0.00 1 0.28 -0.28 0.00 -1.18 8.47 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 2.16 0.02 RSup 0.03 6.33 0.00 LSup 0.00 0.03 9 LSup 0.28 2.16 0.13 MidS -1.13 6.33 0.18 LSup 0.00 -0.13 8 RSup -0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 7 RSup -0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 6 LSup 0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 5 LSup 0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 4 LSup 0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 3 RSup -0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 2 RSup -0.41 2.16 0.19 MidS -2.50 5.92 0.42 LSup 0.00 -0.62 4/19/2022 RootDes.out Page 71 1 RSup -0.28 2.16 0.13 MidS -1.18 6.33 0.19 LSup 0.00 -0.14 RExt LSup 0.03 2.16 0.02 LSup 0.02 6.33 0.00 LSup 0.00 0.03 LOAD ID 7 - Dead+Collateral+0.75Snow: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.67 0.02 9 0.18 -0.18 0.02 -0.73 8.39 0.00 8 0.26 -0.26 0.00 -1.63 12.33 0.00 7 0.26 -0.26 0.00 -1.63 12.33 0.00 6 0.26 -0.26 0.00 -1.63 12.33 0.00 5 0.26 -0.26 0.00 -1.63 12.33 0.00 4 0.26 -0.26 0.00 -1.63 12.33 0.00 3 0.26 -0.26 0.00 -1.63 12.33 0.00 2 0.26 -0.26 0.00 -1.63 12.33 0.00 1 0.18 -0.18 0.00 -0.77 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.01 RSup 0.02 6.33 0.00 LSup 0.00 0.02 9 LSup 0.18 2.16 0.08 MidS -0.73 6.33 0.12 LSup 0.00 -0.08 8 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 7 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 6 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 5 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 4 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 3 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 2 LSup 0.26 2.16 0.12 MidS -1.63 5.92 0.27 LSup 0.00 -0.41 1 RSup -0.18 2.16 0.08 MidS -0.77 6.33 0.12 LSup 0.00 -0.09 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 8 - Dead+0.6Wind Pressurel: ------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.67 0.01 9 0.07 -0.07 0.01 -0.30 8.39 0.00 8 0.11 -0.11 0.00 -0.66 12.33 0.00 7 0.11 -0.11 0.00 -0.66 12.33 0.00 6 0.11 -0.11 0.00 -0.66 12.33 0.00 5 0.11 -0.11 0.00 -0.66 12.33 0.00 4 0.11 -0.11 0.00 -0.66 12.33 0.00 3 0.11 -0.11 0.00 -0.66 12.33 0.00 2 0.11 -0.11 0.00 -0.66 12.33 0.00 1 0.07 -0.07 0.00 -0.31 8.47 0.00 RExt 0.01 0.00 0.00 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.01 9 LSup 0.07 2.16 0.03 MidS -0.30 6.33 0.05 LSup 0.00 -0.03 8 LSup 0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 7 LSup 0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 6 RSup -0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 5 RSup -0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 4 RSup -0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 3 LSup 0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 4/19/2022 RoofDes.out Page 72 2 LSup 0.11 2.16 0.05 MidS -0.66 5.92 0.11 LSup 0.00 -0.17 1 RSup -0.07 2.16 0.03 MidS -0.31 6.33 0.05 LSup 0.00 -0.04 RExt LSup 0.01 2.16 0.00 LSup 0.00 6.33 0.00 LSup 0.00 0.01 LOAD ID 9 - Dead+0.6Wind Suctionl: ------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.02 0.00 0.00 0.67 -0.01 9 -0.11 0.10 -0.01 0.43 8.54 0.00 8 -0.14 0.14 0.00 0.85 12.33 0.00 7 -0.14 0.14 0.00 0.85 12.33 0.00 6 -0.14 0.14 0.00 0.85 12.33 0.00 5 -0.14 0.14 0.00 0.85 12.33 0.00 4 -0.14 0.14 0.00 0.85 12.33 0.00 3 -0.14 0.14 0.00 0.85 12.33 0.00 2 -0.14 0.14 0.00 0.85 12.33 0.00 1 -0.10 0.11 0.00 0.45 8.32 -0.01 RExt -0.01 0.00 -0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.02 2.16 0.01 RSup -0.01 6.33 0.00 LSup 0.00 -0.01 9 LSup -0.11 2.16 0.05 MidS 0.43 5.49 0.08 LSup 0.00 0.05 8 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 7 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 6 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 5 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 4 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 3 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 2 LSup -0.14 2.16 0.06 MidS 0.85 5.47 0.15 LSup 0.00 0.21 1 RSup 0.11 2.16 0.05 MidS 0.45 5.50 0.08 LSup 0.00 0.05 RExt LSup -0.01 2.16 0.01 LSup -0.01 6.33 0.00 LSup 0.00_ -0.01 LOAD ID 10 - Dead+Collateral+0.75Live+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.67 0.02 9 0.17 -0.17 0.02 -0.70 8.39 0.00 8 0.25 -0.25 0.00 -1.55 12.33 0.00 7 0.25 -0.25 0.00 -1.55 12.33 0.00 6 0.25 -0.25 0.00 -1.55 12.33 0.00 5 0.25 -0.25 0.00 -1.55 12.33 0.00 4 0.25 -0.25 0.00 -1.55 12.33 0.00 3 0.25 -0.25 0.00 -1.55 12.33 0.00 2 0.25 -0.25 0.00 -1.55 12.33 0.00 1 0.17 -0.17 0.00 -0.73 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.01 RSup 0.02 6.33 0.00 LSup 0.00 0.02 9 LSup 0.17 2.16 0.08 MidS -0.70 6.33 0.11 LSup 0.00 -0.08 8 LSup 0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 7 LSup 0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 6 LSup 0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 5 LSup 0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 4 LSup 0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 4/19/2022 RootDes.out Page 73 3 RSup -0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 2 RSup -0.25 2.16 0.12 MidS -1.55 5.92 0.26 LSup 0.00 -0.39 1 RSup -0.17 2.16 0.08 MidS -0.73 6.33 0.12 LSup 0.00 -0.09 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 11 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1+0.75Snow_Drift: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.05 0.00 0.01 0.67 0.03 9 0.32 -0.31 0.03 -1.29 8.39 0.00 8 0.46 -0.46 0.00 -2.86 12.33 0.00 7 0.46 -0.46 0.00 -2.86 12.33 0.00 6 0.46 -0.46 0.00 -2.86 12.33 0.00 5 0.46 -0.46 0.00 -2.86 12.33 0.00 4 0.46 -0.46 0.00 -2.86 12.33 0.00 3 0.46 -0.46 0.00 -2.86 12.33 0.00 2 0.46 -0.46 0.00 -2.86 12.33 0.00 1 0.32 -0.32 0.00 -1.35 8.47 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 2.16 0.02 RSup 0.03 6.33 0.01 LSup 0.00 0.04 9 LSup 0.32 2.16 0.15 MidS -1.29 6.33 0.20 LSup 0.00 -0.15 8 RSup -0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 7 RSup -0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 6 LSup 0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 5 LSup 0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 4 LSup 0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 3 RSup -0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 2 RSup -0.46 2.16 0.21 MidS -2.86 5.92 0.48 LSup 0.00 -0.72 1 RSup -0.32 2.16 0.15 MidS -1.35 6.33 0.21 LSup 0.00 -0.16 RExt LSup 0.04 2.16 0.02 LSup 0.02 6.33 0.00 LSup 0.00 0.03 LOAD ID 12 - Dead+Collateral+0.75Snow+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- ------------=-Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.01 0.67 0.02 9 0.22 -0.22 0.02 -0.90 8.39 0.00 8 0.32 -0.32 0.00 -1.99 12.33 0.00 7 0.32 -0.32 0.00 -1.99 12.33 0.00 6 0.32 -0.32 0.00 -1.99 12.33 0.00 5 0.32 -0.32 0.00 -1.99 12.33 0.00 4 0.32 -0.32 0.00 -1.99 12.33 0.00 3 0.32 -0.32 0.00 -1.99 12.33 0.00 2 0.32 -0.32 0.00 -1.99 12.33 0.00 1 0.22 -0.22 0.00 -0.94 8.47 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.02 RSup 0.02 6.33 0.00 LSup 0.00 0.03 9 LSup 0.22 2.16 0.10 MidS -0.90 6.33 0.14 LSup 0.00 -0.10 8 RSup -0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 7 RSup -0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 6 LSup 0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 5 LSup 0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 4/19/2022 RoofDes.out Page 74 4 LSup 0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 3 LSup 0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 2 LSup 0.32 2.16 0.15 MidS -1.99 5.92 0.34 LSup 0.00 -0.50 1 RSup -0.22 2.16 0.10 MidS -0.94 6.33 0.15 LSup 0.00 -0.11 RExt LSup 0.03 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 13 - Dead+Collateral+0.75Live+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.67 0.00 9 0.04 -0.04 0.00 -0.15 8.08 0.00 8 0.07 -0.07 0.00 -0.42 12.33 0.00 7 0.07 -0.07 0.00 -0.42 12.33 0.00 6 0.07 -0.07 0.00 -0.42 12.33 0.00 5 0.07 -0.07 0.00 -0.42 12.33 0.00 4 0.07 -0.07 0.00 -0.42 12.33 0.00 3 0.07 -0.07 0.00 -0.42 12.33 0.00 2 0.07 -0.07 0.00 -0.42 12.33 0.00 1 0.04 -0.04 0.00 -0.16 8.78 0.00 RExt 0.00 0.00 0.00 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 2.16 0.00 RSup 0.00 6.33 0.00 LSup 0.00 0.00 9 RSup -0.04 2.16 0.02 MidS -0.15 6.33 0.02 LSup 0.00 -0.02 8 RSup -0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 7 RSup -0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 6 LSup 0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 5 LSup 0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 4 LSup 0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 3 RSup -0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 2 RSup -0.07 2.16 0.03 MidS -0.42 5.92 0.07 LSup 0.00 -0.11 1 LSup 0.04 2.16 0.02 MidS -0.16 6.33 0.03 LSup 0.00 -0.02 RExt LSup 0.00 2.16 0.00 LSup 0.00 6.33 0.00 LSup 0.00 0.00 LOAD ID 14 - Dead+Collateral+0.75Snow+0.45Wind Suctionl+0.75Snow Drift: ------------------------------------------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.67 0.02 9 0.18 -0.18 0.02 -0.74 8.32 0.00 8 0.28 -0.28 0.00 -1.73 12.33 0.00 7 0.28 -0.28 0.00 -1.73 12.33 0.00 6 0.28 -0.28 0.00 -1.73 12.33 0.00 5 0.28 -0.28 0.00 -1.73 12.33 0.00 4 0.28 -0.28 0.00 -1.73 12.33 0.00 3 0.28 -0.28 0.00 -1.73 12.33 0.00 2 0.28 -0.28 0.00 -1.73 12.33 0.00 1 0.19 -0.18 0.00 -0.78 8.54 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 2.16 0.01 RSup 0.02 6.33 0.00 LSup 0.00 0.02 9 RSup -0.18 2.16 0.08 MidS -0.74 6.33 0.12 LSup 0.00 -0.08 8 LSup 0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 7 LSup 0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 6 LSup 0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 4/19/2022 RoofDes.out Page 75 5 LSup 0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 4 LSup 0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 3 RSup -0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 2 RSup -0.28 2.16 0.13 MidS -1.73 5.92 0.29 LSup 0.00 -0.43 1 LSup 0.19 2.16 0.09 MidS -0.78 6.33 0.12 LSup 0.00 -0.09 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 15 - Dead+Collateral+0.75Snow+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.67 0.01 9 0.09 -0.09 0.01 -0.35 8.25 0.00 8 0.14 -0.14 0.00 -0.86 12.33 0.00 7 0.14 -0.14 0.00 -0.86 12.33 0.00 6 0.14 -0.14 0.00 -0.86 12.33 0.00 5 0.14 -0.14 0.00 -0.86 12.33 0.00 4 0.14 -0.14 0.00 -0.86 12.33 0.00 3 0.14 -0.14 0.00 -0.86 12.33 0.00 2 0.14 -0.14 0.00 -0.86 12.33 0.00 1 0.09 -0.09 0.00 -0.37 8.61 0.01 RExt 0.01 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.01 9 RSup -0.09 2.16 0.04 MidS -0.35 6.33 0.06 LSup 0.00 -0.04 8 LSup 0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 7 LSup 0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 6 LSup 0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 5 LSup 0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 4 LSup 0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 3 RSup -0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 2 RSup -0.14 2.16 0.06 MidS -0.86 5.92 0.15 LSup 0.00 -0.21 1 LSup 0.09 2.16 0.04 MidS -0.37 6.33 0.06 LSup 0.00 -0.04 RExt LSup 0.01 2.16 0.00 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 16 - 0.6Dead+0.6Wind Pressurel: ---------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.67 0.01 9 0.07 -0.06 0.01 -0.27 8.39 0.00 8 0.10 -0.10 0.00 -0.59 12.33 0.00 7 0.10 -0.10 0.00 -0.59 12.33 0.00 6 0.10 -0.10 0.00 -0.59 12.33 0.00 5 0.10 -0.10 0.00 -0.59 12.33 0.00 4 0.10 -0.10 0.00 -0.59 12.33 0.00 3 0.10 -0.10 0.00 -0.59 12.33 0.00 2 0.10 -0.10 0.00 -0.59 12.33 0.00 1 0.07 -0.07 0.00 -0.28 8.47 0.00 RExt 0.01 0.00 0.00 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 2.16 0.00 RSup 0.01 6.33 0.00 LSup 0.00 0.01 9 LSup 0.07 2.16 0.03 MidS -0.27 6.33 0.04 LSup 0.00 -0.03 8 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 7 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 4/19/2022 RoofDes.out Page 76 6 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 5 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 4 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 3 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 2 RSup -0.10 2.16 0.04 MidS -0.59 5.92 0.10 LSup 0.00 -0.15 1 RSup -0.07 2.16 0.03 MidS -0.28 6.33 0.04 LSup 0.00 -0.03 RExt LSup 0.01 2.16 0.00 LSup 0.00 6.33 0.00 LSup 0.00 0.01 LOAD ID 17 - 0.6Dead+0.6Wind Suctionl: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.02 0.00 0.00 0.67 -0.01 9 -0.11 0.11 -0.01 0.46 8.53 0.00 8 -0.15 0.15 0.00 0.92 12.33 0.00 7 -0.15 0.15 0.00 0.92 12.33 0.00 6 -0.15 0.15 0.00 0.92 12.33 0.00 5 -0.15 0.15 0.00 0.92 12.33 0.00 4 -0.15 0.15 0.00 0.92 12.33 0.00 3 -0.15 0.15 0.00 0.92 12.33 0.00 2 -0.15 0.15 0.00 0.92 12.33 0.00 1 -0.11 0.12 0.00 0.48 8.33 -0.01 RExt -0.01 0.00 -0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.02 2.16 0.01 RSup -0.01 6.33 0.00 LSup 0.00 -0.01 9 LSup -0.11 2.16 0.05 MidS 0.46 5.49 0.08 LSup 0.00 0.05 8 RSup 0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 7 RSup 0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 6 LSup -0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 5 LSup -0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 4 LSup -0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 3 LSup -0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 2 LSup -0.15 2.16 0.07 MidS 0.92 5.47 0.17 LSup 0.00 0.23 1 RSup 0.12 2.16 0.05 MidS 0.48 5.50 0.09 LSup 0.00 0.06 RExt LSup -0.01 2.16 0.01 LSup -0.01 6.33 0.00 LSup 0.00 -0.01 LOAD ID 18 - Dead+Collateral+Snow/2+PAT_SL_3: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc -Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.02 9 0.22 -0.22 0.02 -0.91 8.39 0.00 8 0.33 -0.33 0.00 -2.02 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 2.16 0.02 RSup 0.02 6.33 0.00 LSup 0.00 0.03 9 LSup 0.22 2.16 0.10 MidS -0.91 6.33 0.14 LSup 0.00 -0.10 8 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4/19/2022 RootDes.out Page 77 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 19 - Dead+Collateral+Snow/2+PAT_SL_4: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- .LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.33 -0.33 0.00 -2.02 12.33 0.00 7 0.33 -0.33 0.00 -2.02 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 7 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 20 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.33 -0.33 0.00 -2.02 12.33 0.00 6 0.33 -0.33 0.00 -2.02 .12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 4/19/2022 RoofDes.out Page 78 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 6 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 21 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.33 -0.33 0.00 -2.02 12.33 0.00 5 0.33 -0.33 0.00 -2.02 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 5 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 22 - Dead+Collateral+Snow/2+PAT_SL_7: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.33 -0.33 0.00 -2.02 12.33 0.00 4 0.33 -0.33 0.00 -2.02 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 4/19/2022 RoofDes.out Page 79 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 23 - Dead+Collateral+Snow/2+PAT_SL_8: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.33 -0.33 0.00 -2.02 12.33 0.00 3 0.33 -0.33 0.00 -2.02 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 3 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 24 - Dead+Collateral+Snow/2+PAT_SL_9: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- - Moment(f-k------------- )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.33 -0.33 0.00 -2.02 12.33 0.00 2 0.33 -0633 0.00 -2.02 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay, -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ----=- ----- ---- ---- ---- ----- ----- 4/19/2022 RoofDes.out Page 80 LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 2 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 25 - Dead+Collateral+Snow/2+PAT_SL10: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.33 -0.33 0.00 -2.02 12.33 0.00 1 0.23 -0.23 0.00 -0.96 8.47 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 1 RSup -0.23 2.16 0.10 MidS -0.96 6.33 0.15 LSup 0.00 -0.11 RExt LSup 0.03 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 26 - Dead+Collateral+Snow/2+PAT_SL_1: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.02 9 0.22 -0.22 0.02 -0.91 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4/19/2022 RoofDes.out Page 81 ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 2.16 0.02 RSup 0.02 6.33 0.00 LSup 0.00 0.03 9 LSup 0.22 2.16 0.10 MidS -0.91 6.33 0.14 LSup 0.00 -0.10 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 LOAD ID 27 - Dead+Collateral+Snow/2+PAT_SL_2: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.20 -0.20 0.00 -1.23 12.33 0.00 7 0.20 -0.20 0.00 -1.23 12.33 0.00 6 0.20 -0.20 0.00 -1.23 12.33 0.00 5 0.20 -0.20 0.00 -1.23 12.33 0.00 4 0.20 -0.20 0.00 -1.23 12.33 0.00 3 0.20 -0.20 0.00 -1.23 12.33 0.00 2 0.20 -0.20 0.00 -1.23 12.33 0.00 1 0.23 -0.23 0.00 -0.96 8.47 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 7 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 6 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 5 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 4 LSup 0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 3 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 2 RSup -0.20 2.16 0.09 MidS -1.23 5.92 0.21 LSup 0.00 -0.31 1 RSup -0.23 2.16 0.10 MidS -0.96 6.33 0.15 LSup 0.00 -0.11 RExt LSup 0.03 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 28 - Dead+Collateral+Snow-PAT_SL_l: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.67 0.01 9 0.14 -0.13 0.01 -0.55 8.39 0.00 8 0.33 -0.33 0.00 -2.02 12.33 0.00 7 0.33 -0.33 0.00 -2.02 12.33 0.00 6 0.33 -0.33 0.00 -2.02 12.33 0.00 5 0.33 -0.33 0.00 -2.02 12.33 0.00 4 0.33 -0.33 0.00 -2.02 12.33 0.00 3 0.33 -0.33 0.00 -2.02 12.33 0.00 2 0.33 -0.33 0.00 -2.02 12.33 0.00 1 0.23 -0.23 0.00 -0.96 8.47 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) 4/19/2022 RootDes.out Page 82 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.16 0.01 RSup 0.01 6.33 0.00 LSup 0.00 0.02 9 LSup 0.14 2.16 0.06 MidS -0.55 6.33 0.09 LSup 0.00 -0.06 8 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 7 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 6 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 5 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 3 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 2 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 1 RSup -0.23 2.16 0.10 MidS -0.96 6.33 0.15 LSup 0.00 -0.11 RExt LSup 0.03 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.02 LOAD ID 29 - Dead+Collateral+Snow-PAT SL 2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.67 0.02 9 0.22 -0.22 0.02 -0.91 8.39 0.00 8 0.33 -0.33 0.00 -2.02 12.33 0.00 7 0.33 -0.33 0.00 -2.02 12.33 0.00 6 0.33 -0.33 0.00 -2.02 12.33 0.00 5 0.33 -0.33 0.00 -2.02 12.33 0.00 4 0.33 -0.33 0.00 -2.02 12.33 0.00 3 0.33 -0.33 0.00 -2.02 12.33 0.00 2 0.33 -0.33 0.00 -2.02 12.33 0.00 1 0.14 -0.14 0.00 -0.58 8.47 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 2.16 0.02 RSup 0.02 6.33 0.00 LSup 0.00 0.03 9 LSup 0.22 2.16 0.10 MidS -0.91 6.33 0.14 LSup 0.00 -0.10 8 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 7 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 6 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 5 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 4 LSup 0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 3 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 2 RSup -0.33 2.16 0.15 MidS -2.02 5.92 0.34 LSup 0.00 -0.51 1 RSup -0.14 2.16 0.06 MidS -0.58 6.33 0.09 LSup 0.00 -0.07 RExt LSup 0.02 2.16 0.01 LSup 0.01 6.33 0.00 LSup 0.00 0.01 DEFLECTION: LOAD ID 30 - Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 9 8.33 -0.05 1.33 0.04 L 8 12.33 -0.25 1.97 0.13 L 7 12.33 -0.25 1.97 0.13 L 6 12.33 -0.25 1.97 0.13 L 5 12.33 -0.25 1.97 0.13 L 4 12.33 -0.25 1.97 0.13 L 3 12.33 -0.25 1.97 0.13 L 2 12.33 -0.25 1.97 0.13 L 1 8.50 -0.06 1.36 0.04 L RExt 1.00 0.01 LOAD ID 31 - Snow+Snow Drift: Bay Offset Deflect(in) 4/19/2022 RootDes.out Page 83 Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 9 8.33 -0.14 1.33 0.11 8 12.33 -0.69 1.97 0.35 7 12.33 -0.69 1.97 0.35 6 12.33 -0.69 1.97 0.35 5 12.33 -0.69 1.97 0.35 4 12.33 -0.69 1.97 0.35 3 12.33 -0.69 1.97 0.35 2 12.33 -0.69 1.97 0.35 1 8.50 -0.15 1.36 0.11 RExt 1.00 0.03 LOAD ID 32 - Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 9 8.33 -0.08 1.33 0.06 L 8 12.33 -0.40 1.97 0.20 L 7 12.33 -0.40 1.97 0.20 L 6 12.33 -0.40 1.97 0.20 L 5 12.33 -0.40 1.97 0.20 L 4 12.33 -0.40 1.97 0.20 L 3 12.33 -0.40 1.97 0.20 L 2 12.33 -0.40 1.97 0.20 L 1 8.50 -0.09 1.36 0.07 L RExt 1.00 0.02 LOAD ID 33 - MIN SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 9 8.33 -0.05 - 1.33 0.04 L 8 12.33 -0.25 1.97 0.13 L 7 12.33 -0.25 1.97 0.13 L 6 12.33 -0.25 1.97 0.13 L 5 12.33 -0.25 1.97 0.13 L 4 12.33 -0.25 1.97 0.13 L 3 12.33 -0.25 1.97 0.13 L 2 12.33 -0.25 1.97 0.13 L 1 8.50 -0.06 1.36 0.04 L RExt 1.00 0.01 LOAD ID 34 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 9 8.33 -0.07 1.33 0.06 8 12.33 -0.36 1.97 0.18 7 12.33 -0.36 1.97 0.18 6 12.33 -0.36 1.97 0.18 5 12.33 -0.36 1.97 0.18 4 12.33 -0.36 1.97 0.18 3 12.33 -0.36 1.97 0.18 2 12.33 -0.36 1.97 0.18 1 8.50 -0.08 1.36 0.06 RExt 1.00 0.02 LOAD ID 35 - Dead+Collateral+Snow+Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 9 8.33 -0.16 1.33 0.12 8 12.33 -0.80 1.97 0.40 7 12.33 -0.80 1.97 0.40 6 12.33 -0.80 1.97 0.40 4/19/2022 RootDes.out Page 84 5 12.33 -0.80 1.97 0.40 4 12.33 -0.80 1.97 0.40 3 12.33 -0.80 1.97 0.40 2 12.33 -0.80 1.97 0.40 1 8.50 -0.18 1.36 0.13 RExt 1.00 0.03 LOAD ID 36 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 9 8.33 -0.10 1.33 0.08 8 12.33 -0.51 1.97 0.26 7 12.33 -0.51 1.97 0.26 6 12.33 -0.51 1.97 0.26 5 12.33 -0.51 1.97 0.26 4 12.33 -0.51 1.97 0.26 3 12.33 -0.51 1.97 0.26 2 12.33 -0.51 1.97 0.26 1 8.50 -0.11 1.36 0.08 RExt 1.00 0.02 LOAD ID 37 - Dead+Collateral+MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 9 8.33 -0.07 1.33 0.06 8 12.33 -0.36 1.97 0.18 7 12.33 -0.36 1.97 0.18 6 12.33 -0.36 1.97 0.18 5 12.33 -0.36 1.97 0.18 4 12.33 -0.36 1.97 0.18 3 12.33 -0.36 1.97 0.18 2 12.33 -0.36 1.97 0.18 1 8.50 -0.08 1.36 0.06 RExt 1.00 0.02 LOAD ID 38 - Dead+0.41Wind_Pressurel: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 9 8.33 -0.03 1.33 0.02 W 8 12.33 -0.13 1.97 0.06 W 7 12.33 -0.13 1.97 0.06 W 6 12.33 -0.13 1.97 0.06 W 5 12.33 -0.13 1.97 0.06 W 4 12.33 -0.13 1.97 0.06 W 3 12.33 -0.13 1.97 0.06 W 2 12.33 -0.13 1.97 0.06 W 1 8.50 -0.03 1.36 0.02 W RExt 1.00 0.01 LOAD ID 39 - Dead+0.41Wind_Suctionl: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 9 8.33 0.02 1.33 0.01 W 8 12.33 0.08 1.97 0.04 W 7 12.33 0.08 1.97 0.04 W 6 12.33 0.08 1.97 0.04 W 5 12.33 0.08 1.97 0.04 W 4 12.33 0.08 1.97 0.04 W 3 12.33 0.08 1.97 0.04 W 2 12.33 0.08 1.97 0.04 W 1 8.50 0.02 1.36 0.01 W RExt 1.00 0.00 4/19/2022 RootDes.out Page 85 W22K0159A Strut Bolts 4/19/22 9:O1am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RAFTER CONNECTION: ------------------ Back_SW Front-SW Location Purlin Eave Strut Eave Strut -------- ----------- ----------- ----------- RF Welded Clip Direct Bolt Direct Bolt Right EW Welded Clip Direct Bolt Direct Bolt EAVE STRUTS: ------------ Wall Frm Line ----Bolt-Selected--- ---Bolt_Capacity(k )--- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- 2 1 RF 2 A325 0.500 1 1.17 10.60 5.04 0.23 77 2 2 RF 2 A325 0.500 1 3.18 10.60 5.04 0.63 77 2 3 RF 2 A325 0.500 1 3.55 10.60 5.04 0.71 77 2 4 RF 2 A325 0.500 1 3.55 10.60 5.04 0.71 77 2 5 RF 2 A325 0.500 1 0.56 10.60 5.04 0.11 77 2 6 RF 2 A325 0.500 1 3.93 10.60 5.04 0.78 77 2 7 RF 2 A325 0.500 1 3.93 10.60 5.04 0.78 77 2 8 RF 2 A325 0.500 1 1.17 10.60 5.04 0.23 77 2 9 RF 2 A325 0.500 1 1.17 10.60 5.04 0.23 77 2 10 EW 2 A325 0.500 1 1.17 10.60 5.04 0.23 77 4 1 RF 2 A325 0.500 1 1.24 10.60 5.04 0.25 77 4 2 RF 2 A325 0.500 1 3.84 10.60 5.04 0.76 77 4 3 RF 2 A325 0.500 1 3.84 10.60 5.04 0.76 77 4 4 RF 2 A325 0.500 1 0.96 10.60 5.04 0.19 77 4 5 RF 2 A325 0.500 1 0.58 10.60 5.04 0.11 77 4 6 RF 2 A325 0.500 1 3.97 10.60 5.04 0.79 77 4 7 RF 2 A325 0.500 1 3.97 10.60 5.04 0.79 77 4 8 RF 2 A325 0.500 1 1.24 10.60 5.04 0.25 77 4 9 RF 2 A325 0.500 1 1.24 10.60 5.04 0.25 77 4 10 EW 2 A325 0.500 1 1.24 10.60 5.04 0.25 77 PURLINS: ------Bolt_Capacity(k )------ Surf Frm_Line Brace ----Bolt-Selected--- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- 2 1 RF 18.32 4 A307 0.500 0 1.18 10.60 1.18 11.21 0.11 71 2 2 RF 18.32 4 A301 0.500 0 1.18 10.60 1.18 22.43 0.11 71 2 3 RF 18.32 4 A307 0.500 0 2.07 10.60 1.18 26.46 0.20 71 2 1 RF 22.56 4 A307 0.500 0 0.77 10.60 0.77 11.21 0.07 71 2 2 RF 22.56 4 A307 0.500 0 0.77 10.60 0.77 22.43 0.07 71 2 3 RF 22.56 4 A307 0.500 0 1.85 10.60 0.77 26.46 0.17 71 2 1 RF 39.55 4 A307 0.500 0 1.63 10.60 1.63 11.21 0.15 71 2 2 RF 39.55 4 A307 0.500 0 1.67 10.60 1.63 22.43 0.16 71 2 3 RF 39.55 4 A307 0.500 0 2.38 10.60 1.67 26.46 0.22 71 2 1 RF 43.80 4 A307 0.500 0 0.19 10.60 0.19 11.21 0.02 71 2 2 RF 43.80 4 A307 0.500 0 0.20 10.60 0.19 22.43 0.02 71 2 3 RF 43.80 4 A307 0.500 0 1.54 10.60 0.20 26.46 0.15 71 2 6 RF 18.32 4 A307 0.500 0 1.62 10.60 1.33 24.95 0.15 71 2 7 RF 18.32 4 A307 0.500 0 1.18 10.60 1.18 24.95 0.11 71 2 8 RF 18.32 4 A307 0.500 0 1.18 10.60 1.18 24.95 0.11 71 2 9 RF 18.32 4 A307 0.500 0 1.18 10.60 1.18 22.43 0.11 71 2 10 EW 18.32 4 A307 0.500 0 1.18 10.60 1.18 11.21 0.11 71 2 6 RF 22.56 4 A307 0.500 0 1.16 10.60 0.87 24.95 0.11 71 2 7 RF 22.56 4 A307 0.500 0 0.77 10.60 0.77 24.95 0.07 71 2 8 RF 22.56 4 A307 0.500 0 0.77 10.60 0.77 24.95 0.07 71 2 9 RF 22.56 4 A307 0.500 0 0.77 10.60 0.77 26.46 0.07 71 2 10 EW 22.56 4 A307 0.500 0 0.77 10.60 0.77 11.21 0.07 71 2 6 RF 39.55 4 A307 0.500 0 2.26 10.60 1.97 24.95 0.21 71 2 7 RF 39.55 4 A307 0.500 0 1.67 10.60 1.67 24.95 0.16 71 2 8 RF 39.55 4 A307 0.500 0 1.63 10.60 1.63 24.95 0.15 71 2 9 RF 39.55 4 A307 0.500 0 1.63 10.60 1.63 22.43 0.15 71 2 10 EW 39.55 4 A307 0.500 0 1.63 10.60 1.63 11.21 0.15 71 4/19/2022 RoofDes.out Page 86 2 6 RF 43.80 4 A307 0.500 0 0.52 10.60 0.23 24.95 0.05 71 2 7 RF 43.80 4 A307 0.500 0 0.20 10.60 0.20 24.95 0.02 71 2 8 RF 43.80 4 A307 0.500 0 0.19 10.60 0.19 24.95 0.02 71 2 9 RF 43.80 4 A307 0.500 0 0.19 10.60 0.19 26.46 0.02 71 2 10 EW 43.80 4 A307 0.500 0 0.19 10.60 0.19 11.21 0.02 71 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Roof Panel Zones 4/19/22 9:01am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- NS4- 0.022 50.00 65.00 PANEL ZONE LAYOUT: ------------------ -Purlin(ft,in)- Panel Surf ------Zone------ ---Locate(ft)-- --Sur£ace(ft)-- Bay Load Min Zone Id Id Description Start End Offsetl Offset2 Id Id Width Thick (ft) ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 2 1 Interior 15.04 196.29 15.04 45.01 9 5 4.25 0.089 4.25 2 7 Lt top corner 0.00 15.04 0.00 5.01 1 1 2.79 0.089 4.25 2 8 Rt top corner 196.29 211.33 0.00 5.01 9 1 2.79 0.089 4.25 2 9 Rt bot corner 196.29 211.33 55.04 60.05 9 14 3.86 0.089 4.25 2 10 Lt bot corner 0.00 15.04 55.04 60.05 1 14 3.86 0.089 4.25 2 11 Lt top cor gabl 0.00 5.01 5.01 15.03 1 2 4.25 0.089 4.25 2 12 Rt top cor gabl 206.32 211.33 5.01 15.03 9 2 4.25 0.089 4.25 2 13 Rt bot cor gabl 206.32 211.33 45.02 55.04 9 12 4.25 0.089 4.25 2 14 Lt bot cor gabl 0.00 5.01 45.02 55.04 1 12 4.25 0.089 4.25 2 15 Exterior 0.00 211.33 0.00 60.05 9 2 4.25 0.089 4.25 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1040 0.22 0.44 2.80 BASE SCREW CHECK: ----------------- Base Screw Force/Screw Shear Wall Length Space Wind Seis Limit Max Id (ft) (ft) (k ) (k ) (k ) UC ---- ------ ----- ----- ----- ----- ---- 2 163.00 1.00 0.023 0.126 0.213 Panel Shear Not Used 4 Open Wall W22KO159A Weight Summary 4/19/22 9:01am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Roof Purlins = 17100.83 Eave Struts = 1477.99 Roof Bracing = 323.60 Wall Bracing = 234.98 Strapping = 540.47 Total = 19677.86 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Warning Summary 4/19/22 9:01am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF PANEL Anti Roll WRN(PRA-206) : Deflection > Limit 4/19/2022 RfDes-Lout Page 1 *W22K0159A Rigid Frame Design Input 4/19/22 9:19am *( I)JOBID: 'W22K0159A' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame-Space------- Section Splice Web-Stiffener P *Id Type L_Col R Col Rafter Space Fix Use Ratio Side Delta 1 'RFE' 10.0000 10.0000 10.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *'( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' IT ' 12.00 58.00 IT ' 12.00 58.00 IT ' 16.00 58.00 *( 4)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' 118' 'NYBC 20 ' 'B ' *( 5)DESIGN CONSTANTS: * ---Strength-Factor--- ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.00 1.00 0.90 1.00 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak-Axis- Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 50.0 100.0 0.0 60.0 50.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' 141 'Y' 'Y' 'N' 'N' 'Y' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 27.5625 8.000 60.0000 25.0625 8.000 60.0000 0.0000 8.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior-Depth- Id Start End Dep Locate Depth 1 12.000 21.000 0 2 19.000 19.000 3 12.0521 19.000 30.0521 19.000 46.0521 19.000 3 21.000 12.000 0 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VEE ' 46.0521 '-EE ' 3 1 0.0000 'VEE ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 7 1 1 1 19.8333 '--------' 10.000 0.1345 0.3750 0.3750 1 1 2 0.0000 '--------' 10.000 0.1345 0.3750 0.3750 4/19/2022 Mes-Lout Page 2 2 2 3 0.0000 '-------- 6.000 0.1345 0.3750 0.3750 2 3 4 0.0000 '--------' 6.000 0.1345 0.3750 0.3125 2 4 5 0.0000 '--------' 6.000 0.1345 0.3750 0.3125 2 5 6 0.0000 '--------' 6.000 0.1345 0.3125 0.3750 3 6 7 0.0000 '--------' 6.000 0.1345 0.2500 0.3750 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Fig --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring-Constants-- No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 'W8xl8 1 8.000 0.000 0.0000 9 0 3 'ZB' '08Z054 ' 8.000 0.000 1.1875 1 4 3.7500 'ZB' 7.5000 'ZB' 13.3333 'ZB' 19.1667 'ZB' *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap 2 1ZB' '08Z089 8.000 0.000 2.9375 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 3.4688 14 1.3333 5.5833 9.8333 14.0833 18.3333 22.5833 26.8333 31.0833 35.3333 39.5833 43.8333 48.0833 52.3333 56.5833 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 14 1 'R' 2 'R' 3 'R' 4 'R' 5 'R' 6 'R' 7 'R' 8 'R' 9 'R' 10 'R' 4/19/2022 RtDes-Lout Page 3 11 'R' 12 'R' 13 'R' 14 'R' 3 4 1 'R' 2 'R' 3 'R' 4 'R' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal-Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 3 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 3.50 5.00 12.00 31.50 0.0 19.90 1.00 0.41 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic --Torsion-- --EW_Brace- --Extension-- -Additional- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf ---Wind_1-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long-Wind Surface * Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.41 -0.59 0.77 -0.23 0.00 0.00 0.00 0.00 -0.66 -0.66 0.00 2 -0.69 -1.21 -0.33 -0.85 0.00 0.00 0.00 0.00 -0.69 -1.21 0.00 3 -0.59 0.41 -0.23 0.77 0.00 0.00 0.00 0.00 -0.66 -0.66 0.00 *(28)LONGITUDINAL & WEAK AXIS BRACING LOADS: *----Wind----- ---Seismic--- -Weak_Axis- * Horz Vert Horz Vert Wind Seis 0.00 0.00 0.00 0.00 0.00 0.00 Left Column 0.00 0.00 0.00 0.00 0.00 0.00 Right Column *(29)DESIGN LOADS:Strength * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind 1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux-Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 10 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 4/19/2022 R1Des-Lout Page 4 11 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .60 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .60 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 _ 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 as n nn n nn n nn n n nn 4/19/2022 RfDes-Lout Page 5 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 55 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .60 0.00 0.00 0.00 0 0.00 56 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .60 0.00 0.00 0.00 0 0.00 57 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 58 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 59 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.70 0.00 0.00 0 0.00 60 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.70 0.00 0.00 0 0.00 61 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 62 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 63 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 64 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 65 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 66 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 67 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 68 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 69 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 70 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 71 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 1.75 0.00 0.00 0 0.00 72 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -1.75 0.00 0.00 0 0.00 *(30)DESIGN LOADS:Deflection * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 34 73 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4/19/2022 RtDes-Lout Page 6 78 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 82 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 83 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 84 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 85 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 86 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 87 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 88 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 89 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 90 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 91 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 92 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 93 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 94 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 95 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 .00 0.00 0.00 0.00 0 0.00 96 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 .00 0.00 0.00 0.00 0 0.00 97 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0 0.00 98 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1 .00 0.00 0.00 0.00 0 0.00 99 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 100 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 101 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 102 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 103 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 104 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 105 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 106 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 *(31)DESIGN LOADS:Special * ------------------------------------------------------Load-Coefficients--------------- ----------------------------------- *Load ---Live--- -Add-Snow- --Wind_l-- --Wind_2-- --Wind_3-- -- Wind_--- Long Wind --Seismic- *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran T m 16 107 'EP' '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.70 0 4/19/2022 RfDes-Lout Page 7 0 108 'EP- '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.70 0 0 109 'EP' '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.70 0.00 0 0 110 'EP- '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.70 0.00 0 0 ill 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.52 0 0 112 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.52 0 0 113 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.52 0 0 114 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.52 0 0 115 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.52 0.00 0 0 116 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.52 0.00 0 0 117 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.52 0.00 0 0 118 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.52 0.00 0 0 119 'EP' '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.70 0 0 120 'EP' '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.70 0 0 121 'EP- '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.70 0.00 0 0 122 'EP- '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.70 0.00 0 0 *(32)AUXILIARY LOAD: * Aux No._Add Add-Comb *No. Id Name Loads Id Coeff 1 1 'MIN SNOW ' 1 1 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Load Type Wl W2 Co Dll D12 Dist 2 1 2 'U_SNOW I 'D ' -0.200 -0.200 -0.042 0.0000 60.0521 2 2 'DRIFT I 'D ' -0.231 -0.231 -0.042 0.0000 60.0521 *(34)FLOOR BEAMS: * Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 4/19/2022 RfDes-Lout Page 8 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' '-' ' ' 1 1 *(38)DESIGN PLATES: * ----Plate--- --Plate-Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 5 'BASE ' 1 0.00 0.3750 0.750 0.00 0 0.00 0 0.00 0.00 'BASE 2 0.00 0.3750 0.750 0.00 0 0.00 0 0.00 0.00 'SPLICE ' 1 0.00 0.7500 0.875 0.00 0 0.00 0 0.00 0.00 'SPLICE 2 0.00 0.5000 0.875 0.00 0 0.00 0 0.00 0.00 'SPLICE 3 8.00 0.7500 0.875 0.00 0 0.00 0 0.00 0.00 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 16.000 0 3 'N ' 0.000 0 *(41)JACK BEAMS: * S rin p g_Constant *No. Id Offset Height Length Part Horz Vert 0 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 8.0000 8.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 0 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 ALT. SNOW LOADING ON GABLE ROOFS * * Code files used: * NY_NYBC.20 * RF_IBC.18 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- 4/19/2022 RtDes-Lout Page 9 * Id Id Type Span Type Span #Depth #Splice * 1 1 W 27.6 No record selected * 2 1 S 60.0 S 60.0 3 1 * 3 1 W 25.1 No record selected * Frame Symmetry Changed to 'N' due to: * # of Surfaces -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Design Code 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: -------------- Wind Code NYBC 20 (IBC 18) Seismic Zone B MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Base Plates and Anchor Bolt 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- ----- Left P 12.8 0.0 10.0 12.75 0.375 2 0.750 3.00 14.0 0.43 0.208 0.489 Right P 12.6 0.0 8.0 12.63 0.375 2 0.750 3.00 14.0 0.43 0.233 0.489 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 6 20.5 55 -2.9 0.2 5 5.9 50 2.1 -0.4 Right 5 20.2 51 -3.6 2.3 5 5.9 52 2.4 -2.3 WELDS: Outside-Flange-To-Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 Fl 0.14 4.18 0.188 Fl 0.14 4.18 0.188 F1 0.49 2.78 Right 0.188 Fl 0.30 4.18 0.188 Fl 0.30 4.18 0.188 F1 0.50 2.78 4/19/2022 RtDes-Lout Page 10 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 50 - 0.6Dead+0.6Wind_Left2 51 - 0.6Dead+0.6Wind_Rightl 52 - 0.6Dead+0.6Wind_Right2 55 - 0.6Dead+0.6Wind_Long2 W22K0159A Frame 1 - Bolted-End-Plates 4/19/22 9:19am DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 19.00 10.0 0.750 0.875 3.50 3.50 2 4.13 2 4.13 0 2 -EE 4- 5 19.00 6.0 0.500 0.875 3.50 3.50 2 4.13 2 4.13 0 3 VEE 5- 6 19.00 8.0 0.750 0.875 3.50 3.50 2 4.13 2 4.13 0 PLATE DESIGN: ------------- -------Max-Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VEE Top 6 5.9 17.9 130.6 6 5.9 17.9 130.6 0.624 0.820 0.80 Bot 49 -0.7 -2.1 -32.8 55 -2.3 -3.1 -26.9 0.708 0.402 0.21 2 -EE Top 49 -0.5 0.0 14.6 25 1.3 -2.7 0.3 0.219 0.502 0.12 Bot 6 6.4 -10.2 -42.5 5 6.4 -10.3 -40.9 0.346 0.477 0.30 3 VEE Top 5 5.9 -18.2 123.1 5 5.9 -18.2 123.1 0.710 0.796 0.75 Bot 51 -1.0 3.6 -34.9 51 -1.0 3.6 -34.9 0.708 0.416 0.23 ---Unity_Check--- Splice Thick Dia-Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot ------ ----- ----- ----- ----- ----- ----- 1 VEE 0.71 0.820 0.402 0.89 0.80 0.21 2 -EE 0.35 0.502 0.477 0.48 0.12 0.30 3 VEE 0.71 0.796 0.416 0.90 0.75 0.23 WELDS: Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web-To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.250 F2 4.18 5.57 (a) G1 2.07 55.00 0.188 Fl 0.94 2.78 1 R 0.313 F2 6.95 6.96 0.188 F2 1.75 4.18 0.188 F1 0.94 2.78 2 L 0.188 F2 0.78 4.18 0.188 F2 2.26 4.18 0.188 F1 0.54 2.78 2 R 0.188 F2 0.78 4.18 0.188 F2 2.26 4.18 0.188 F1 0.54 2.78 3 L 0.313 F2 6.55 6.96 0.188 F2 1.86 4.18 0.188 F1 0.96 2.78 3 R 0.313 F2 6.60 6.96 (a) G1 3.67 55.00 0.188 Fl 0.96 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 25 - Dead+Collateral+0.75Live+0.45Wind Leftl 4/19/2022 RtDes-Lout Page 11 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl 55 - 0.6Dead+0.6Wind_Long2 -------------------------------------------------------------------------------- W22K0159A Frame 1 - Bearing Stiffeners 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 21.00 0.250 5.00 0.375 20.80 1 Rt Col 60.0 21.00 0.220 4.00 0.375 20.80 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 49 17.7 112.3 6 71.4 159.1 0.45 Rt Col 51 19.5 89.8 5 69.5 126.0 0.55 WELDS: ---Stiff_To_Flg/EP--- -----Stiff_To Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.250 F1 1.77 5.57 0.188 F1 1.72 2.78 Rt Col 0.250 F1 2.43 5.57 0.188 F1 1.67 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Flange Braces 4/19/22 9:19am DESIGN CONSTANTS: ----------------- Flange Brace Yield = 55.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A325 (2 Washers) Bolt Shear Stress = 27.00 ksi Flange Brace Force Inside flange, max of bending compression & axial LAYOUT: Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 2 2 1 L2525105 3 19.00 29.25 63.9 30.50 0.500 0.500 0.500 Clip Clip 5 1 L2525105 4 19.00 29.25 63.9 30.50 0.500 0.500 0.500 Clip Clip 8 1 L2525105 5 19.00 29.25 63.9 30.50 0.500 0.500 0.500 Clip Clip 11 1 L2525105 5 19.00 29.25 63.9 30.50 0.500 0.500 0.500 Clip Clip 14 1 L2525105 6 19.00 29.25 64.0 30.47 0.500 0.500 0.500 Clip Clip 3 3 1 L2525105 7 17.24 29.25 67.1 29.71 0.500 0.500 0.500 Clip Clip 4 1 L2525105 7 19.54 29.25 63.2 30.68 0.500 0.500 0.500 Clip Clip DESIGN: 4/19/2022 Rfes-Lout Page 12 Surf Load(f-k ) Force -Brace_UC- ---Connection_UC--- Id Loc Id Moment (k ) Comp Tens Frame Purlin Clip ---- --- ---- ------ ----- ---- ---- ----- ------ ---- 2 2 6 78.5 0.49 0.14 0.10 0.09 0.08 0.09 5 51 19.6 0.11 0.03 0.02 0.02 0.02 0.02 8 51 20.7 0.11 0.03 0.02 0.02 0.02 0.02 11 49 14.4 0.08 0.02 0.02 0.02 0.01 0.02 14 5 103.4 0.65 0.19 0.14 0.12 0.11 0.12 3 3 5 77.1 0.61 0.18 0.13 0.11 0.17 0.11 4 5 110.9 0.75 0.22 0.16 0.14 0.21 0.14 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl W22K0159A Frame 1 - Web To Flange Weld 4/19/22 9:19am ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 6 5.6 23.2 307 0.188 F1 0.43 2.78 1 1 2 13 6 5.6 36.5 788 0.188 F1 0.26 2.78 2 2 3 17 6 18.1 21.8 499 0.188 F1 0.79 2.78 2 3 4 27 6 12.0 20.6 461 0.188 Fl 0.53 2.78 2 4 5 58 5 10.3 20.6 461 0.188 Fl 0.46 2.78 2 5 6 69 5 17.9 20.6 461 0.188 F1 0.80 2.78 3 6 7 85 5 5.8 11.9 158 0.188 F1 0.44 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow Drift W22K0159A Frame 1 - Special Segments 4/19/22 9:19am FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 10.0 0.375 10.0 0.375 Rt Col 6.0 0.250 6.0 0.500 WEB PLATE: Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 6 5.2 130.6 79.9 0.134 19.7 0.250 102.6 0.78 AISC G2-1 Rt Col 5 6.8 123.1 74.3 0.134 20.8 0.220 81.5 0.91 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 21.00 19.45 10.83 0.99 4/19/2022 R1Des-Lout Page 13 Rt Col 21.00 18.58 11.39 0.89 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow Drift -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Design Summary 4/19/22 9:19am FRAME: Id = 1 Type = RF Line Id = 1 Load Width= 10.00 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web-Depth -Plate-Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 19.8 10.0 12.0 19.1 0.134 0.375 0.375 12 6 0.26 12 6 0.41 12 6 0.86 122 1 1 2 7.0 10.0 19.1 21.0 0.134 0.375 0.375 16 6 0.26 16 6 0.48 16 6 0.97 122 2 2 3 9.5 6.0 19.0 19.0 0.134 0.375 0.375 17 6 0.84 17 6 0.83 17 6 0.97 110 2 3 4 18.0 6.0 19.0 19.0 0.134 0.375 0.313 27 6 0.55 42 5 0.97 42 5 0.97 112 2 4 5 16.0 6.0 19.0 19.0 0.134 0.375 0.313 58 5 0.48 43 5 0.97 43 5 0.97 112 2 5 6 11.7 6.0 19.0 19.0 0.134 0.313 0.375 69 5 0.83 69 5 0.97 69 5 0.94 112 3 6 7 24.4 6.0 21.0 12.0 0.134 0.250 0.375 70 5 0.27 70 5 0.97 70 5 0.97 116 LOAD COMBINATIONS: ------------------ Controlling Load Combination In Design Summary 1 - Dead+Collateral 2 - Dead+Collateral 3 - Dead+Collateral+Live 4 - Dead+Collateral+Live 5#- Dead+Collateral+Snow+Snow_Drift 6#- Dead+Collateral+Snow+Snow_Drift 7 - Dead+Collateral+Snow 8 - Dead+Collateral+Snow 9 - Dead+Collateral+MIN_SNOW 10 - Dead+Collateral+MIN_SNOW 11 - Dead+Collateral+0.75Live 12 - Dead+Collateral+0.75Live 13 - Dead+Collateral+0.75Snow+0.75Snow_Drift 14 - Dead+Collateral+0.75Snow+0.75Snow_Drift 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+0.6Wind_Left1 18 - Dead+0.6Wind Left2 19 - Dead+0.6Wind Rightl 20 - Dead+0.6Wind_Right2 21 - Dead+0.6Wind Longl 22 - Dead-0.6Wind_Longl 23 - Dead+0.6Wind_Long2 24 - Dead-0.6Wind_Long2 25 - Dead+Collateral+0.75Live+0.45Wind_Leftl 26 - Dead+Collateral+0.75Live+0.45Wind_Left2 27 - Dead+Collateral+0.75Live+0.45Wind_Rightl 28 - Dead+Collateral+0.75Live+0.45Wind_Right2 29 - Dead+Collateral+0.75Live+0.45Wind_Longl 30 - Dead+Collateral+0.75Live-0.45Wind_Longl 31 - Dead+Collateral+0.75Live+0.45Wind_Long2 32 - Dead+Collateral+0.75Live-0.45Wind_Long2 4/19/2022 RfDes-Lout Page 14 33 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Snow_Drift 34 - Dead+Collateral+0.75Snow+0.45Wind_Leftl 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 36 - Dead+Collateral+0.75Snow+0.45Wind Left2 37 - Dead+Collateral+0.75Snow+0.45Wind Rightl+0.75Snow_Drift 38 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 39 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 40 - Dead+Collateral+0.75Snow+0.45Wind_Right2 41 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Snow_Drift 43 - Dead+Collateral+0.75Snow+0.45Wind_Longl 44 - Dead+Collateral+0.75Snow-0.45Wind_Longl 45 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 46 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 47 - Dead+Collateral+0.75Snow+0.45Wind_Long2 48 - Dead+Collateral+0.75Snow-0.45Wind_Long2 49 - 0.6Dead+0.6Wind_Leftl 50 - 0.6Dead+0.6Wind_Left2 51 - 0.6Dead+0.6Wind_Rightl 52 - 0.6Dead+0.6Wind_Right2 53 - 0.6Dead+0.6Wind_Longl 54 - 0.6Dead-0.6Wind_Longl 55 - 0.6Dead+0.6Wind_Long2 56 - 0.0ead-0.6Wind_Long2 57 - 1.03Dead+1.03Collateral+0.7Seismic_L 58 - 1.03Dead+1.03Collateral+0.7Seismic_R 59 - 1.03Dead+1.03Collateral+0.7Seismic_Long 60 - 1.03Dead+1.03Collateral-0.7Seismic_Long 61 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L+0.15Snow_Drift 62 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R+0.15Snow Drift 63 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L 64 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R 65 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_Long+0.15Snow_Drift 66 - 1.03Dead+1.03Collateral+0.15Snow-0.52Seismic_Long+0.15Snow_Drift 67 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_Long 68 - 1.03Dead+1.03Collateral+0.15Snow-0.52Seismic_Long 69 - 0.03Dead+0.7Seismic_L 70 - 0.03Dead+0.7Seismic_R 71 - 0.03Dead+1.75Seismic_Long 72 - 0.03Dead-1.75Seismic_Long 73 - Dead+Collateral 74 - Dead+Collateral 75 - Dead+Collateral+Live 76 - Dead+Collateral+Live 77 - Dead+Collateral+Snow+Snow_Drift 78 - Dead+Collateral+Snow+Snow_Drift 79 - Dead+Collateral+Snow 80 - Dead+Collateral+Snow 81 - Dead+Collateral+MIN_SNOW 82 - Dead+Collateral+MIN_SNOW 83 - Live 84 - Live 85 - Snow+Snow_Drift 86 - Snow+Snow_Drift 87 - Snow 88 - Snow 89 - MIN_SNOW 90 - MIN SNOW 91 - Dead+0.41Wind_Leftl 92 - Dead+0.41Wind_Left2 93 - Dead+0.41Wind_Rightl 94 - Dead+0.41Wind_Right2 95 - Dead+0.41Wind_Longl 96 - Dead-0.41Wind_Longl 97 - Dead+0.41Wind_Long2 98 - Dead-0.41Wind_Long2 99 - 1.03Dead+1.03Collateral+0.7Seismic_L 100 - 1.03Dead+1.03Collateral+0.7Seismic_R 101 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L+0.15Snow_Drift 102 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R+0.15Snow Drift 103 - 1.03Dead+1.03Ccllateral+0.15Snow+0.52Seismic L 4/19/2022 RtDes-Lout Page 15 104 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R 105 - 0.57Dead+0.7Seismic_L 106 - 0.57Dead+0.7Seismic R PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Depth/ Web Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange-Width Flange-Area Id Calc Limit Calc Limit Thick Min Calc Limit Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 140.3 260.0 13.3 0.375 0.134 1.9 7.0 0.7 10.0 2 156.1 260.0 13.3 0.375 0.134 2.1 7.0 0.8 10.0 3 141.3 260.0 8.0 0.375 0.134 3.2 7.0 1.1 10.0 4 141.3 260.0 9.6 0.313 0.134 3.2 7.0 1.4 10.0 5 141.3 260.0 9.6 0.313 0.134 3.2 7.0 1.4 10.0 6 141.3 260.0 9.6 0.313 0.134 3.2 7.0 1.4 10.0 7 156.1 260.0 12.0 0.250 0.134 3.5 7.0 1.9 10.0 FRAME AREA: Frame Area= 165.33 Building Area= 1578.75 Ratio= 0.10 WEIGHTS: Member 1 2 3 4 5 6 ---------- ----- ----- ----- ----- ----- ----- Weight (lb) 902 228 409 364 265 499 Total Weight (lb) Frame = 2667 Splice Plate = 248 Base Plate = 24 2939 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left-Column---------- ----------Right-Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 0.97 4.08 0.00 0.00 -0.97 3.69 0.00 0.00 2 0.97 4.10 0.00 0.00 -0.97 3.67 0.00 0.00 3 2.06 7.66 0.00 0.00 -2.06 7.31 0.00 0.00 4 2.06 7.71 0.00 0.00 -2.06 7.27 0.00 0.00 5 5.94 20.37 0.00 0.00 -5.94 20.19 0.00 0.00 6 5.94 20.48 0.00 0.00 -5.94 20.08 0.00 0.00 7 3.84 13.48 0.00 0.00 -3.84 13.19 0.00 0.00 8 3.84 13.56 0.00 0.00 -3.84 13.11 0.00 0.00 9 2.79 10.06 0.00 0.00 -2.80 9.73 0.00 0.00 10 2.79 10.12 0.00 0.00 -2.80 9.68 0.00 0.00 11 1.79 6.77 0.00 0.00 -1.79 6.40 0.00 0.00 12 1.79 6.80 0.00 0.00 -1.79 6.37 0.00 0.00 13 4.70 16.31 0.00 0.00 -4.70 16.05 0.00 0.00 14 4.70 16.40 0.00 0.00 -4.70 15.96 0.00 0.00 15 3.12 11.13 0.00 0.00 -3.12 10.81 0.00 0.00 16 3.12 11.20 0.00 0.00 -3.12 10.75 0.00 0.00 17 -1.81 -0.68 0.00 0.00 -1.51 0.50 0.00 0.00 18 -1.92 0.60 0.00 0.00 -1.40 1.81 0.00 0.00 19 0.76 -1.19 0.00 0.00 2.05 -2.71 0.00 0.00 20 0.65 0.10 0.00 0.00 2.16 -1.42 0.00 0.00 21 0.68 0.11 0.00 0.00 -0.69 -0.29 0.00 0.00 22 0.68 0.11 0.00 0.00 -0.69 -0.29 0.00 0.00 23 0.04 -1.82 0.00 0.00 -0.20 -2.08 0.00 0.00 24 0.04 -1.82 0.00 0.00 -0.20 -2.08 0.00 0.00 4/19/2022 Mes-Lout Page 16 25 0.05 4.31 0.00 0.00 -2.54 5.15 0.00 0.00 26 -0.04 5.27 0.00 0.00 -2.45 6.13 0.00 0.00 27 1.97 3.98 0.00 0.00 0.13 2.69 0.00 0.00 28 1.89 4.95 0.00 0.00 0.21 3.65 0.00 0.00 29 1.91 4.93 0.00 0.00 -1.92 4.53 0.00 0.00 30 1.91 4.93 0.00 0.00 -1.92 4.53 0.00 0.00 31 1.43 3.48 0.00 0.00 -1.55 3.19 0.00 0.00 32 1.43 3.48 0.00 0.00 -1.55 3.19 0.00 0.00 33 2.95 13.82 0.00 0.00 -5.44 14.83 0.00 0.00 34 1.37 8.67 0.00 0.00 -3.86 9.57 0.00 0.00 35 2.86 14.78 0.00 0.00 -5.36 15.81 0.00 0.00 36 1.29 9.63 0.00 0.00 -3.78 10.55 0.00 0.00 37 4.88 13.60 0.00 0.00 -2.78 12.26 0.00 0.00 38 3.31 8.38 0.00 0.00 -1.20 7.06 0.00 0.00 39 4.80 14.57 0.00 0.00 -2.70 13.22 0.00 0.00 40 3.22 9.35 0.00 0.00 -1.12 8.03 0.00 0.00 41 4.82 14.50 0.00 0.00 -4.83 14.15 0.00 0.00 42 4.82 14.50 0.00 0.00 -4.83 14.15 0.00 0.00 43 3.24 9.31 0.00 0.00 -3.25 8.93 0.00 0.00 44 3.24 9.31 0.00 0.00 -3.25 8.93 0.00 0.00 45 4.34 13.05 0.00 0.00 -4.46 12.80 0.00 0.00 46 4.34 13.05 0.00 0.00 -4.46 12.80 0.00 0.00 47 2.76 7.87 0.00 0.00 -2.88 7.58 0.00 0.00 48 2.76 7.87 0.00 0.00 -2.88 7.58 0.00 0.00 49 -2.02 -1.71 0.00 0.00 -1.31 -0.37 0.00 0.00 50 -2.13 -0.43 0.00 0.00 -1.20 0.93 0.00 0.00 51 0.55 -2.23 0.00 0.00 2.25 -3.58 0.00 0.00 52 0.44 -0.94 0.00 0.00 2.36 -2.29 0.00 0.00 53 0.47 -0.92 0.00 0.00 -0.48 -1.16 0.00 0.00 54 0.47 -0.92 0.00 0.00 -0.48 -1.16 0.00 0.00 55 -0.17 -2.85 0.00 0.00 0.01 -2.96 0.00 0.00 56 -0.17 -2.85 0.00 0.00 0.01 -2.96 0.00 0.00 57 0.51 3.77 0.00 0.00 -1.50 4.24 0.00 0.00 58 1.49 4.65 0.00 0.00 -0.50 3.35 0.00 0.00 59 1.00 4.21 0.00 0.00 -1.00 3.79 0.00 0.00 60 1.00 4.21 0.00 0.00 -1.00 3.79 0.00 0.00 61 1.38 6.33 0.00 0.00 -2.12 6.59 0.00 0.00 62 2.11 7.00 0.00 0.00 -1.37 5.92 0.00 0.00 63 1.06 5.30 0.00 0.00 -1.80 5.54 0.00 0.00 64 1.80 5.96 0.00 0.00 -1.06 4.88 0.00 0.00 65 1.75 6.67 0.00 0.00 -1.75 6.25 0.00 0.00 66 1.75 6.67 0.00 0.00 -1.75 6.25 0.00 0.00 67 1.43 5.63 0.00 0.00 -1.43 5.21 0.00 0.00 68 1.43 5.63 0.00 0.00 -1.43 5.21 0.00 0.00 69 -0.48 -0.35 0.00 0.00 -0.52 0.49 0.00 0.00 70 0.51 0.51 0.00 0.00 0.49 -0.36 0.00 0.00 71 0.02 0.08 0.00 0.00 -0.02 0.07 0.00 0.00 72 0.02 0.08 0.00 0.00 -0.02 0.07 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 0.11 0.11 -0.67 74 0.08 0.08 -0.67 75 0.23 0.23 -1.43 76 0.17 0.17 -1.43 77 0.73 0.73 -4.12 78 0.56 0.56 -4.12 79 0.44 0.44 -2.66 80 0.33 0.33 -2.66 81 0.32 0.32 -1.94 82 0.24 0.24 -1.93 83 0.12 0.12 -0.76 84 0.09 0.09 -0.76 85 0.59 0.59 -3.45 86 0.45 0.46 -3.45 4/19/2022 Mes-Lout Page 17 87 0.32 0.32 -1.99 88 0.24 0.24 -1.99 89 0.20 0.20 -1.27 90 0.15 0.15 -1.26 91 0.89 0.89 -0.09 92 0.89 0.89 -0.24 93 -0.68 -0.68 0.31 94 -0.69 -0.69 0.16 95 0.06 0.06 -0.05 96 0.06 0.06 -0.05 97 0.09 0.09 0.22 98 0.09 0.09 0.22 99 0.74 0.74 -0.72 100 -0.56 -0.56 -0.68 101 0.66 0.66 -1.22 102 -0.33 -0.33 -1.19 103 0.62 0.62 -1.01 104 -0.35 -0.35 -0.97 105 0.66 0.66 -0.25 106 -0.61 -0.61 -0.21 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 3018 2732 1073 74 4287 3875 1075 75 1410 1276 504 76 1921 1737 504 77 443 401 174 78 574 519 174 79 729 660 270 80 966 874 271 81 1017 920 371 82 1363 1233 372 83 2785 2520 950 84 3728 3369 951 85 548 496 208 86 708 640 208 87 1012 916 361 88 1334 1206 362 89 1614 1460 569 90 2137 1931 569 91 361 327 7702 92 360 327 3030 93 474 431 2350 94 467 423 4406 95 5380 4648 13897 96 5380 4648 13897 97 3519 3097 3331 98 3519 3097 3331 99 433 393 995 100 580 527 1057 101 489 443 587 102 989 899 605 103 517 469 715 104 913 830 739 105 485 440 2843 106 529 480 3394 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -1.99 362. 180. Horizontal Drift 91 0.89 328. 60. 4/19/2022 Rmes-Lout Page 18 Horizontal Total 91 0.89 328. 60. Horizontal Spring Constant= 1.57 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0496 Right 0.0496 MAXIMUM DRIFT CHECK: Max-Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 5 0.54 0.73 1.35 -------------------------------------------------------------------------------- W22K0159A Frame 1 - Rigid Frame Clearances 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 25101-12" 2105-13" 25101-12" Right 22110-03" 57'06-05" 22110-03" Midspan 24'09-01" 11'11-06" 24'09-01" HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 55100-10" 2'05-12" 57106-06" -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Weight Summary 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Total Weight (lb) Frame = 2667 Splice Plate = 248 Base Plate = 24 2939 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 1 - Warning Summary 4/19/22 9:19am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- No Warnings 4/19/2022 RfDes-2.out Page 1 *W22K0159A Rigid Frame Design Input 4/19/22 9:41am *( 1)JOBID: 'W22K0159A' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame-Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 2 'RF ' 25.0000 25.0000 25.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R Col_Depth_Opt- Rafter-Depth-Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' IT ' 12.00 58.00 IT ' 12.00 58.00 IT ' 16.00 58.00 *( 4)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 1AISC16I '----' 'IBC ' 918' 'NYBC 20 ' 'B ' *( 5)DESIGN CONSTANTS: * ---Strength-Factor--- ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.00 1.00 0.92 1.00 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak-Axis- Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 50.0 100.0 0.0 60.0 50.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' '4' 'Y' 'Y' 'N' 'N' 'Y' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 27.5625 8.000 60.0000 25.0625 8.000 60.0000 0.0000 8.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior-Depth- Id Start End Dep Locate Depth 1 12.000 32.000 0 2 42.500 36.000 3 14.0521 16.000 30.0521 30.500 46.0521 16.000 3 27.000 12.000 0 *(11)MEMBER SPLICES: *Surf No. Splice Splice * Id Splice Locate Type 1 0 2 2 0.0000 'VEE' 46.0521 '-EE' 3 1 0.0000 'VEE' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 7 1 1 1 19.8333 '--------' 10.000 0.1875 0.3750 0.6250 1 1 2 0.0000 '--------' 10.000 0.2200 0.3750 0.6250 4/19/2022 RtDes-2.out Page 2 2 2 3 0.0000 '--------' 8.000 0.2200 0.3750 0.3750 2 3 4 0.0000 '--------' 8.000 0.1644 0.5000 0.3750 2 4 5 0.0000 '--------' 8.000 0.1644 0.5000 0.3750 2 5 6 0.0000 '--------' 8.000 0.2200 0.3750 0.3750 3 6 7 0.0000 '-------- 8.000 0.1875 0.3750 0.6250 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring-Constants-- No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 'W8x18 8.000 0.000 0.0000 9 0 3 'ZB' 108Z054 1 8.000 0.000 1.1875 2 4 3.7500 'ZB' 7.5000 'ZB' 13.3333 'ZB' 19.1667 'ZB' *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap 2 'ZB' 108Z089 ' 8.000 0.000 2.9375 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 3.4688 14 1.3333 5.5833 9.8333 14.0833 18.3333 22.5833 26.8333 31.0833 35.3333 39.5833 43.8333 48.0833 52.3333 56.5833 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 14 1 2 3 4 5 6 7 8 9 10 '-' 4/19/2022 RfDes-2.out Page 3 12 13 14 3 4 1 2 3 4 *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal-Size---- -----Vertical-Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 3 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load-Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 3.50 5.00 12.00 31.50 0.0 19.90 1.00 0.41 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic --Torsion-- --EW_Brace- --Extension-- -Additional- Load Wind Seis Wind Seis Wind Seis Wind Seis 1.36 0.00 0.00 2.66 1.37 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf --7Wind_1-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long-Wind Surface * Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.24 -0.59 0.64 -0.14 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 2 -0.55 -0.87 -0.19 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 3 -0.52 0.28 -0.12 0.74 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 *(28)LONGITUDINAL & WEAK AXIS BRACING LOADS: *----Wind----- ---Seismic--- -Weak Axis- * Horz Vert Horz Vert Wind Seis 3.22 3.29 5.94 6.08 0.00 0.00 Left Column 3.10 2.86 5.88 5.43 0.00 0.00 Right Column *(29)DESIGN LOADS:Strength * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 . 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 10 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 4/19/2022 RfDes-2.out Page 4 11 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .60 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .60 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0 .00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0 .00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 a5 n nn n nn n nn n n nn 4/19/2022 RfDes-2.out Page 5 47 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .45 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .45 0.00 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 .00 0.00 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0 .00 0.00 0.00 0.00 0 0.00 55 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .60 0.00 0.00 0.00 0 0.00 56 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0 .60 0.00 0.00 0.00 0 0.00 57 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 58 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 59 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.70 0.00 0.00 0 0.00 60 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.70 0.00 0.00 0 0.00 61 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 62 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 63 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 64 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 65 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 66 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 67 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.52 0.00 0.00 0 0.00 68 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -0.52 0.00 0.00 0 0.00 69 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 70 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 71 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 1.75 0.00 0.00 0 0.00 72 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 -1.75 0.00 0.00 0 0.00 *(30)DESIGN LOADS:Deflection * -----------------------------------------------------Load Coefficients-------------------------------- --------------------- * ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_W ind --Seismic- Aux-Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 34 73 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 4/19/2022 RtDes-2.out Page 6 78 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 82 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 83 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 84 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 85 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 86 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 87 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 88 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 89 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 90 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1 1.00 91 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 92 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 93 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 94 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 0.00 95 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 .00 0.00 0.00 0.00 0 0.00 96 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 .00 0.00 0.00 0.00 0 0.00 97 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0 0.00 98 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1 .00 0.00 0.00 0.00 0 0.00 99 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 100 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 101 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 102 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 103 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.52 0.00 0 0.00 104 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.52 0.00 0 0.00 105 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.70 0.00 0 0.00 106 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.70 0.00 0 0.00 *(31)DESIGN LOADS:Special * ------------------------------------------------------Load Coefficients--------------- ----------------------------------- *Load ---Live--- -Add_Snow- Wind_1-- --Wind_2-- --Wind 3-- -- Wind_--- Long-Wind --Seismic- *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran T m 16 107 'EP' '---------- 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.70 0 4/19/2022 RtDes-2.out Page 7 0 108 'EP- '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.70 0 0 109 'EP' '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.70 0.00 0 0 110 'EP' '---------' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.-00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.70 0.00 0 0 III 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.52 0 0 112 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.52 0 0 113 'EP' '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.52 0 0 114 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.52 0 0 115 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.52 0.00 0 0 116 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.52 0.00 0 0 117 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.52 0.00 0 0 118 'EP- '---------' 1.03 1.03 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.52 0.00 0 0 119 'EP- '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.70 0 0 120 'EP- '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -0.70 0 0 121 'EP- '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.70 0.00 0 0 122 'EP' '---------' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 -0.70 0.00 0 0 *(32)AUXILIARY LOAD: * Aux No. Add Add Comb *No. Id Name Loads Id Coeff 1 1 'MIN SNOW 1 1 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Load Type W1 W2 Co Dll D12 Dist 2 1 2 'U SNOW ' 'D ' -0.499 -0.499 -0.042 0.0000 60.0521 2 2 'DRIFT 'D -0.574 -0.574 -0.042 0.0000 60.0521 *(34)FLOOR BEAMS: * Bay Con-Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 4/19/2022 RfDes-2.out Page 8 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col-Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' 11 ' 18 2 3 4 5 6 7 8 9 *(36)DESIGN PLATES: * ----Plate--- --Plate-Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 5 'SPLICE' 1 0.000 0.750 1.000 0.000 3 0.000 3 0.000 0.000 'SPLICE' 2 8.000 0.500 1.000 0.000 0 0.000 0 0.000 0.000 'SPLICE' 3 8.000 0.750 1.000 0.000 0 0.000 0 0.000 0.000 'BASE' 1 0.000 0.500 1.000 0.000 0 0.000 0 0.000 0.000 'BASE' 2 0.000 0.500 1.000 0.000 0 0.000 0 0.000 0.000 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max-Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 16.000 0 3 IN ' 0.000 0 *(41)JACK BEAMS: * Spring-Constant *No. Id Offset Height Length Part Horz Vert 0 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 8.0000 8.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 0 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 ALT. SNOW LOADING ON GABLE ROOFS * * Code files used: * NY_NYBC.20 * RF IBC.18 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice 4/19/2022 RiDes-2.out Page 9 * 1 1 W 27.6 No record selected * 2 1 S 60.0 S 60.0 3 1 * 3 1 W 25.1 No record selected * Frame Symmetry Changed to 'N' due to: * # of Surfaces W22K0159A Frame 2 - Design Code 4/19/22 9:44am STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: -------------- Wind Code NYBC 20 (IBC 18) Seismic Zone B MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) W22K0159A Frame 2 - Base Plates and Anchor Bolt 4/19/22 9:44am DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) _ Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- ----- Left P 13.0 0.0 10.0 13.00 0.500 2 1.000 4.00 25.3 0.65 0.399 0.805 Right P 13.0 0.0 8.0 13.00 0.500 2 1.000 4.00 25.3 0.65 0.377 0.805 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 6 49.7 71 -10.5 10.4 5 16.4 71 10.4 -10.5 Right 5 49.4 71 -9.4 10.3 5 16.4 71 10.3 -9.4 WELDS: Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 F1 0.52 4.18 0.250 Fl 0.52 5.57 0.250 F1 1.36 3.71 Right 0.188 F1 0.59 4.18 0.250 Fl 0.59 5.57 0.250 F1 1.37 3.71 LOAD COMBINATIONS: 4/19/2022 Mes-2.out Page 10 ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 71 - 0.03Dead+1.75Seismic_Long W22K0159A Frame 2 - Bolted-End-Plates 4/19/22 9:44am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 42.50 10.0 0.750 1.000 3.50 3.50 3 4.38 3 4.38 0 2 -EE 4- 5 16.00 8.0 0.500 1.000 3.50 3.50 2 4.50 2 4.50 0 3 VEE 5- 6 36.00 8.0 0.750 1.000 3.50 3.50 2 4.38 2 4.38 0 PLATE DESIGN: ------------- -------Max-Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VEE Top 6 16.4 42.7 316.1 6 16.4 42.7 316.1 0.491 0.910 0.77 Bot 49 -1.6 -4.6 -78.3 56 -4.9 -5.0 -42.4 0.269 0.456 0.21 2 -EE Top 49 -1.3 -0.8 34.5 26 5.7 -8.3 10.4 0.334 0.722 0.31 Bot 39 13.4 -16.3 -64.2 5 17.5 -25.2 -53.8 0.419 0.695 0.48 3 VEE Top 5 16.4 -43.9 313.8 5 16.4 -43.9 313.8 0.629 0.994 0.91 Bot 51 -2.4 7.0 -86.2 51 -2.4 7.0 -86.2 0.350 0.533 0.28 ---Unity_Check--- Splice Thick Dia-Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot ------ ----- ----- ----- ----- ----- ----- 1 VEE 0.49 0.910 0.456 0.43 0.77 0.21 2 -EE 0.42 0.722 0.695 0.70 0.31 0.48 3 VEE 0.63 0.994 0.533 0.70 0.91 0.28 WELDS: Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web-To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.250 F2 4.53 5.57 (a) G1 2.21 55.00 0.188 F1 1.00 2.78 1 R 0.313 F2 5.66 6.96 0.188 F2 1.40 4.18 0.188 F1 1.00 2.78 2 L 0.250 F2 1.63 5.57 0.188 F2 3.04 4.18 0.188 Fl 1.58 2.78 2 R 0.188 F2 1.64 4.18 0.188 F2 3.05 4.18 0.188 Fl 1.58 2.78 3 L 0.313 F2 6.63 6.96 0.188 F2 1.82 4.18 0.188 Fl 1.22 2.78 3 R 0.313 F2 6.65 6.96 (a) Gl 3.59 55.00 0.188 F1 1.22 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 26 - Dead+Collateral+0.75Live+0.45Wind_Left2 39 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl 56 - 0.6Dead-0.6Wind_Long2 4/19/2022 RfDes-2.out Page 11 W22K0159A Frame 2 - Bearing Stiffeners 4/19/22 9:44am ---------------------------=---------------------------------------------------- -------------------------------------------------------------------------------- Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener— --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 32.00 0.313 5.00 0.375 31.80 1 Rt Col 60.0 27.00 0.275 4.00 0.375 26.80 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 49 15.0 112.3 6 62.8 185.4 0.34 Rt Col 51 20.8 89.8 5 77.7 146.4 0.53 WELDS: ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.250 Fl 1.50 5.57 0.188 F1 0.99 2.78 Rt Col 0.250 F1 2.60 5.57 0.188 F1 1.45 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow Drift 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 2 - Flange Braces 4/19/22 9:44am, -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Flange Brace Yield = 55.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A325 (2 Washers) Bolt Shear Stress = 27.00 ksi Flange Brace Force Inside flange, max of bending compression & axial LAYOUT: Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 2 2 1 L2525105 3 37.36 29.25 40.7 41.96 0.500 0.500 0.500 Clip Clip 4 1 L2525105 4 16.00 29.25 68.9 29.34 0.500 0.500 0.500 Clip Clip 7 1 L2525105 4 27.58 29.25 51.0 35.21 0.500 0.500 0.500 Clip Clip 10 1 L2525105 5 21.86 29.25 59.0 31.92 0.500 0.500 0.500 Clip Clip 13 1 L2525105 6 27.21 29.25 51.7 34.90 0.500 0.500 0.500 Clip Clip 14 1 L2525105 6 34.80 29.25 43.1 40.05 0.500 0.500 0.500 Clip Clip 3 3 1 L2525105 7 21.31 29.25 60.1 31.58 0.500 0.500 0.500 Clip Clip DESIGN: Surf Load(f-k ) Force -Brace_UC- ---Connection_UC- Id Loc Id Moment (k ) Comp Tens Frame Purlin Clip ---- --- ---- ------ ----- ---- ---- ----- ------ ---- 4/19/2022 RfDes-2.out Page 12 2 2 6 234.2 0.86 0.27 0.18 0.16 0.08 0.16 4 52 38.2 0.26 0.08 0.05 0.05 0.03 0.05 7 51 36.9 0.15 0.05 0.03 0.03 0.02 0.03 10 49 28.0 0.14 0.04 0.03 0.03 0.02 0.03 13 35 133.0 0.62 0.19 0.13 0.12 0.06 0.12 14 5 286.1 1.09 0.34 0.23 0.21 0.10 0.21 3 3 5 206.4 1.50 0.44 0.31 0.28 0.40 0.28 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow_Drift 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 49 - 0.6Dead+0.6Wind_Leftl 51 - 0.6Dead+0.6Wind_Rightl 52 - 0.6Dead+0.6Wind_Right2 W22KO159A Frame 2 - Web To Flange Weld 4/19/22 9:44am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ---Web_Flange Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 6 14.6 31.2 398 0.188 Fl 1.16 2.78 1 1 2 13 6 14.8 78.6 2565 0.250 Fl 0.45 3.71 2 2 3 26 6 24.7 24.6 477 0.188 F1 1.27 2.78 2 3 4 27 6 27.0 29.5 522 0.188 F1 1.52 2.78 2 4 5 58 5 25.8 29.5 522 0.188 F1 1.46 2.78 2 5 6 59 5 23.8 24.6 477 0.188 Fl 1.22 2.78 3 6 7 90 5 15.5 25.2 325 0.188 Fl 1.20 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow Drift -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 2 - Special Segments 4/19/22 9:44am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 10.0 0.375 10.0 0.375 Rt Col 8.0 0.375 8.0 0.500 WEB PLATE: Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 6 19.0 316.1 79.7 0.220 40.5 0.313 116.2 0.69 AISC G2-1 Rt Col 5 21.6 313.8 93.8 0.188 30.3 0.275 95.7 0.98 AISC G2-1 REQUIRED WEB DESIGN: .275 KNEE WEB BUMPED UP -------------------- TO.3125 IN DET.TAB. Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 32.00 43.20 7.74 0.59 Rt Col 27.00 35.47 7.90 0.65 4/19/2022 R1Des-2.out Page 13 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow+Snow_Drift 6 - Dead+Collateral+Snow+Snow Drift -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- W22K0159A Frame 2 - Design Summary 4/19/22 9:44am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FRAME: Id = 2 Type = RF Line Id = 2 3 4 5 6 7 8 9 Load Width= 25.00 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web-Depth -Plate-Thickness- --Max-Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 19.8 10.0 12.0 29.1 0.188 0.375 0.625 12 6 0.35 12 6 0.62 12 6 0.93 125 1 1 2 7.0 10.0 29.1 32.0 0.220 0.375 0.625 15 6 0.26 15 6 0.61 15 6 0.97 125 2 2 3 10.5 8.0 42.5 16.0 0.220 0.375 0.375 16 6 0.73 16 6 0.44 16 6 0.76 91 2 3 4 16.0 8.0 16.0 30.5 0.164 0.500 0.375 27 6 0.82 37 5 0.78 37 5 0.81 87 2 4 5 16.0 8.0 30.5 16.0 0.164 0.500 0.375 58 5 0.78 48 6 0.81 49 6 0.83 87 2 5 6 11.2 8.0 16.0 36.0 0.220 0.375 0.375 70 5 0.73 70 5 0.56 70 5 0.90 93 3 6 7 24.4 8.0 27.0 12.0 0.188 0.375 0.625 71 5 0.37 71 5 0.89 71 5 0.97 84 LOAD COMBINATIONS: ------------------ Controlling Load Combination In Design Summary 1 - Dead+Collateral 2 - Dead+Collateral 3 - Dead+Collateral+Live 4 - Dead+Collateral+Live 5#- Dead+Collateral+Snow+Snow_Drift 6#- Dead+Collateral+Snow+Snow_Drift 7 - Dead+Collateral+Snow 8 - Dead+Collateral+Snow 9 - Dead+Collateral+MIN SNOW 10 - Dead+Collateral+MIN_SNOW 11 - Dead+Collateral+0.75Live 12 - Dead+Collateral+0.75Live 13 - Dead+Collateral+0.75Snow+0.75Snow_Drift 14 - Dead+Collateral+0.75Snow+0.75Snow_Drift 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+0.6Wind_Leftl 18 - Dead+0.6Wind_Left2 19 - Dead+0.6Wind_Rightl 20 - Dead+0.6Wind_Right2 21 - Dead+0.6Wind_Longl 22 - Dead-0.6Wind_Longl 23 - Dead+0.6Wind_Long2 24 - Dead-0.6Wind_Long2 25 - Dead+Collateral+0.75Live+0.45Wind_Leftl 26 - Dead+Collateral+0.75Live+0.45Wind Left2 27 - Dead+Collateral+0.75Live+0.45Wind_Rightl 28 - Dead+Collateral+0.75Live+0.45Wind Right2 29 - Dead+Collateral+0.75Live+0.45Wind Longl 30 - Dead+Collateral+0.75Live-0.45Wind_Longl 31 - Dead+Collateral+0.75Live+0.45Wind_Long2 32 - Dead+Collateral+0.75Live-0.45Wind_Long2 33 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Snow_Drift 34 - Dead+Collateral+0.75Snow+0.45Wind Leftl 4/19/2022 RtDes-2.out Page 14 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 36 - Dead+Collateral+0.75Snow+0.45Wind_Left2 37 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Snow_Drift 38 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 39 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 40 - Dead+Collateral+0.75Snow+0.45Wind_Right2 41 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Snow_Drift 43 - Dead+Collateral+0.75Snow+0.45Wind_Longl 44 - Dead+Collateral+0.75Snow-0.45Wind_Longl 45 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 46 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 47 - Dead+Collateral+0.75Snow+0.45Wind Long2 48 - Dead+Collateral+0.75Snow-0.45Wind_Long2 49 - 0.6Dead+0.6Wind_Leftl 50 - 0.6Dead+0.6Wind_Left2 51 - 0.6Dead+0.6Wind_Rightl 52 - 0.6Dead+0.6Wind_Right2 53 - 0.6Dead+0.6Wind_Longl 54 - 0.6Dead-0.6Wind_Longl 55 - 0.6Dead+0.6Wind_Long2 56 - 0.6Dead-0.6Wind_Long2 57 - 1.03Dead+1.03Collateral+0.7Seismic_L 58 - 1.03Dead+1.03Collateral+0.7Seismic_R 59 - 1.03Dead+1.03Collateral+0.7Seismic_Long 60 - 1.03Dead+1.03Collateral-0.7Seismic_Long 61 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L+0.15Snow_Drift 62 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R+0.15Snow_Drift 63 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L 64 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R 65 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_Long+0.15Snow_Drift 66 - 1.03Dead+1.03Collateral+0.15Snow-0.52Seismic_Long+0.15Snow_Drift 67 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_Long 68 - 1.03Dead+1.03Collateral+0.15Snow-0.52Seismic_Long 69 - 0.03Dead+0.7Seismic_L 70 - 0.03Dead+0.7Seismic_R 71 - 0.03Dead+1.75Seismic_Long 72 - 0.03Dead-1.75Seismic_Long 73 - Dead+Collateral 74 - Dead+Collateral 75 - Dead+Collateral+Live 76 - Dead+Collateral+Live 77 - Dead+Collateral+Snow+Snow_Drift 78 - Dead+Collateral+Snow+Snow_Drift 79 - Dead+Collateral+Snow 80 - Dead+Collateral+Snow 81 - Dead+Collateral+MIN_SNOW 82 - Dead+Collateral+MIN_SNOW 83 - Live 84 - Live 85 - Snow+Snow_Drift 86 - Snow+Snow_Drift 87 - Snow 88 - Snow 89 - MIN SNOW 90 - MIN_SNOW 91 - Dead+0.41Wind_Leftl 92 - Dead+0.41Wind_Left2 93 - Dead+0.41Wind_Rightl 94 - Dead+0.41Wind_Right2 95 - Dead+0.41Wind_Longl 96 - Dead-0.4lWind_Longl 97 - Dead+0.41Wind_Long2 98 - Dead-0.41Wind_Long2 99 - 1.03Dead+1.03Collateral+0.7Seismic_L 100 - 1.03Dead+1.03Collateral+0.7Seismic_R 101 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L+0.15Snow_Drift 102 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R+0.15Snow_Drift 103 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_L 104 - 1.03Dead+1.03Collateral+0.15Snow+0.52Seismic_R 105 - 0.57Dead+0.7Seismic L 4/19/2022 RfDes-2.out Page 15 106 - 0.57Dead+0.7Seismic R PLATE LIMITS: ------------- -----Web---- -----Flange---- Web-Depth/ Web Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange-Width Flange-Area Id Calc Limit Calc Limit Thick Min Calc Limit Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 149.0 260.0 13.3 0.375 0.188 2.8 7.0 1.4 10.0 2 145.5 260.0 13.3 0.375 0.220 3.2 7.0 1.9 10.0 3 193.2 260.0 10.7 0.375 0.220 5.3 7.0 3.1 10.0 4 185.5 260.0 10.7 0.375 0.164 3.8 7.0 1.7 10.0 5 185.5 260.0 10.7 0.375 0.164 3.8 7.0 1.7 10.0 6 163.6 260.0 10.7 0.375 0.220 4.5 7.0 2.6 10.0 7 144.0 260.0 10.7 0.375 0.188 3.4 7.0 1.7 10.0 FRAME AREA: Frame Area= 213.85 Building Area= 1578.75 Ratio= 0.14 WEIGHTS: Member 1 2 3 4 5 6 ---------- ----- ----- ----- ----- ----- ----- Weight (lb) 1306 447 590 590 448 960 Total Weight (lb) Frame = 4340 Splice Plate = 422 Base Plate = 33 4795 REACTIONS - Sidewall Columns: -----------------------=----- Load ----------Left-Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 2.54 8.71 0.00 0.00 -2.54 8.39 0.00 0.00 2 2.54 8.76 0.00 0.00 -2.54 8.34 0.00 0.00 3 5.59 17.70 0.00 0.00 -5.59 17.40 0.00 0.00 4 5.59 17.79 0.00 0.00 -5.59 17.31 0.00 0.00 5 16.38 49.45 0.00 0.00 -16.39 49.40 0.00 0.00 6 16.38 49.71 0.00 0.00 -16.39 49.14 0.00 0.00 7 10.55 32.29 0.00 0.00 -10.55 32.06 0.00 0.00 8 10.54 32.46 0.00 0.00 -10.54 31.89 0.00 0.00 9 7.62 23.68 0.00 0.00 -7.63 23.41 0.00 0.00 10 7.62 23.81 0.00 0.00 -7.63 23.29 0.00 0.00 11 4.83 15.46 0.00 0.00 -4.83 15.15 0.00 0.00 12 4.83 15.54 0.00 0.00 -4.83 15.06 0.00 0.00 13 12.92 39.29 0.00 0.00 -12.93 39.13 0.00 0.00 14 12.92 39.49 0.00 0.00 -12.93 38.92 0.00 0.00 15 8.55 26.40 0.00 0.00 -8.55 26.14 0.00 0.00 16 8.54 26.54 0.00 0.00 -8.54 26.00 0.00 0.00 17 -3.94 -2.12 0.00 0.00 -3.94 1.86 0.00 0.00 18 -4.25 1.07 0.00 0.00 -3.66 5.12 0.00 0.00 19 3.15 -0.85 0.00 0.00 4.74 -5.13 0.00 0.00 20 2.67 2.38 0.00 0.00 5.23 -1.92 0.00 0.00 21 1.81 -1.90 1.93 0.00 -1.75 -2.05 1.86 0.00 22 1.86 2.04 0.00 0.00 -1.80 1.39 0.00 0.00 23 0.71 -4.87 1.93 0.00 -0.89 -4.81 1.86 0.00 24 0.77 -0.93 0.00 0.00 -0.95 -1.36 0.00 0.00 25 0.93 10.12 0.00 0.00 -6.83 13.09 0.00 0.00 26 0.70 12.52 0.00 0.00 -6.62 15.53 0.00 0.00 4/19/2022 RtDes-2.out Page 16 27 6.25 11.19 0.00 0.00 -0.33 7.73 0.00 0.00 28 5.89 13.61 0.00 0.00 0.04 10.14 0.00 0.00 29 5.24 10.34 1.45 0.00 -5.19 10.10 1.39 0.00 30 5.28 13.30 0.00 0.00 -5.23 12.68 0.00 0.00 31 4.42 8.11 1.45 0.00 -4.55 8.03 1.39 0.00 32 4.46 11.07 0.00 0.00 -4.59 10.62 0.00 0.00 33 9.01 33.89 0.00 0.00 -14.93 37.14 0.00 0.00 34 4.64 21.04 0.00 0.00 -10.55 24.11 0.00 0.00 35 8.78 36.28 0.00 0.00 -14.71 39.58 0.00 0.00 36 4.41 23.43 0.00 0.00 -10.33 26.56 0.00 0.00 37 14.36 35.22 0.00 0.00 -8.45 31.50 0.00 0.00 38 9.98 22.23 0.00 0.00 -4.05 18.63 0.00 0.00 39 14.00 37.64 0.00 0.00 -8.08 33.92 0.00 0.00 40 9.61 24.64 0.00 0.00 -3.69 21.04 0.00 0.00 41 13.33 34.24 1.45 0.00 -13.30 34.01 1.39 0.00 42 13.37 37.19 0.00 0.00 -13.34 36.60 0.00 0.00 43 8.96 21.32 1.45 0.00 -8.91 21.06 1.39 0.00 44 8.99 24.27 0.00 0.00 -8.95 23.65 0.00 0.00 45 12.51 32.01 1.45 0.00 -12.66 31.95 1.39 0.00 46 12.55 34.96 0.00 0.00 -12.70 34.53 0.00 0.00 47 8.14 19.09 1.45 0.00 -8.27 18.99 1.39 0.00 48 8.18 22.04 0.00 0.00 -8.31 21.58 0.00 0.00 49 -4.44 -4.10 0.00 0.00 -3.43 0.01 0.00 0.00 50 -4.75 -0.91 0.00 0.00 -3.15 3.26 0.00 0.00 51 2.65 -2.85 0.00 0.00 5.25 -6.97 0.00 0.00 52 2.17 0.38 0.00 0.00 5.74 -3.75 0.00 0.00 53 1.30 -3.89 1.93 0.00 -1.24 -3.90 1.86 0.00 54 1.36 0.05 0.00 0.00 -1.30 -0.45 0.00 0.00 55 0.21 -6.86 1.93 0.00 -0.39 -6.65 1.86 0.00 56 0.26 -2.92 0.00 0.00 -0.44 -3.21 0.00 0.00 57 1.18 7.78 0.00 0.00 -4.04 9.83 0.00 0.00 58 4.04 10.21 0.00 0.00 -1.18 7.40 0.00 0.00 59 2.61 4.74 4.16 0.00 -2.61 4.82 4.12 0.00 60 2.73 13.23 0.00 0.00 -2.73 12.44 0.00 0.00 61 3.63 14.22 0.00 0.00 -5.75 15.66 0.00 0.00 62 5.75 16.06 0.00 0.00 -3.63 13.82 0.00 0.00 63 2.75 11.63 0.00 0.00 -4.88 13.07 0.00 0.00 64 4.88 13.46 0.00 0.00 -2.75 11.24 0.00 0.00 65 4.69 11.98 3.09 0.00 -4.69 11.92 3.06 0.00 66 4.78 18.28 0.00 0.00 -4.78 17.58 0.00 0.00 67 3.82 9.39 3.09 0.00 -3.82 9.33 3.06 0.00 68 3.90 15.69 0.00 0.00 -3.90 15.00 0.00 0.00 69 -1.40 -1.04 0.00 0.00 -1.47 1.33 0.00 0.00 70 1.46 1.34 0.00 0.00 1.40 -1.05 0.00 0.00 71 0.04 -10.49 10.40 0.00 -0.04 -9.36 10.29 0.00 72 0.32 10.74 0.00 0.00 -0.32 9.69 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 0.06 0.09 -0.45 74 0.04 0.07 -0.45 75 0.14 0.21 -0.99 76 0.10 0.16 -0.99 77 0.46 0.65 -2.92 78 0.34 0.52 -2.91 79 0.28 0.40 -1.87 80 0.20 0.32 -1.87 81 0.20 0.29 -1.35 82 0.14 0.23 -1.35 83 0.07 0.11 -0.54 84 0.05 0.09 -0.54 85 0.38 0.54 -2.47 86 0.27 0.43 -2.46 87 0.21 0.30 -1.43 88 0.14 0.24 -1.42 4/19/2022 RfDes-2.out Page 17 89 0.13 0.19 -0.91 90 0.09 0.15 -0.90 91 0.78 0.79 -0.13 92 0.78 0.80 -0.23 93 -0.72 -0.73 0.18 94 -0.73 -0.74 0.09 95 0.03 0.04 -0.06 96 0.03 0.04 -0.07 97 0.05 0.05 0.06 98 0.05 0.05 0.06 99 0.65 0.68 -0.52 100 -0.54 -0.51 -0.48 101 0.55 0.61 -0.86 102 -0.35 -0.30 -0.83 103 0.53 0.57 -0.70 104 -0.36 -0.32 -0.68 105 0.60 0.61 -0.20 106 -0.57 -0.57 -0.16 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 4964 3113 1607 74 7544 4085 1610 75 2246 1407 726 76 3291 1806 727 77 694 447 246 78 960 557 247 79 1146 725 384 80 1631 917 384 81 1607 1013 532 82 2311 1289 532 83 4307 2655 1325 84 6263 3378 1327 85 848 540 291 86 1176 674 292 87 1564 978 504 88 2227 1234 505 89 2492 1554 795 90 3565 1963 796 91 412 370 5509 92 410 367 3186 93 446 400 4064 94 441 396 8232 95 11895 7763 11171 96 10803 7249 10980 97 6842 5818 12798 98 6461 5519 12956 99 496 427 1396 100 599 570 1494 101 586 482 840 102 927 984 865 103 612 509 1024 104 885 903 1064 105 537 477 3597 106 566 517 4479 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -1.42 505. 180. Horizontal Drift 92 0.80 367. 60. Horizontal Total 92 0.80 367. 60. 4/19/2022 RfDes-2.out Page 18 Horizontal Spring Constant= 4.91 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0428 Right 0.0431 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 5 0.52 0.65 1.25 W22K0159A Frame 2 - Rigid Frame Clearances 4/19/22 9:44am VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 23'01-11" 3104-10" 23101-11" Right 21105-06" 57100-06" 21105-06" Midspan 24110-14" 13'11-07" 24'10-14" HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 53107-02" 3'04-15" 57100-01" W22K0159A Frame 2 - Weight Summary 4/19/22 9:44am Total Weight (lb) Frame = 4340 Splice Plate = 422 Base Plate = 33 4795 W22K0159A Frame 2 - Warning Summary 4/19/22 9:44am No Warnings r4 Li C 0 R Project No.: W22KO159A B U 1 L O 1 M G S GROUP Description: Native 60 x 211 A DMSTON OF NUCOR CORPORATION Engineer: JMR Wind Loading per ASCE 7-16 Date: 4/19/2022 with AISI2016 Specification and 2012 MBMA Manual Version:2020.07.27(Date:07/27/20)By NBG-GS Geometry Building Name: Building A Building Type: Single-Slope Roof: Nucor CFRTM Bldg.Width[B]: 60.0000' NBG Brand: NBS Bldg.Length[D]: 3213333' — , Left Eave Ht.[LEH]: 25.0625' — Right Eave Ht.[REH]: 27.5625' — — Left Roof Slope:F 0.50:12 — ' Bay CS LEH Bay Width[Bay]: 16.8333' i CE Purlin Trib.Width[P]: 4.2500' '� , , GE GS.� , j EW Girt Trib Ht.[GE]: — — — SW Girt Trib.Ht.[GS]: I) B EW Girt Length: SW Girt Length: EW Col.Trib.Width[CE]: Left SW Top-of-Parapet: Right SW Top-of-Parapet: SW Col.Trib.Width[CS]:EEE1 Opening Area: EW Top-of-Parapet: Loading Information Building Code: IBC 2018 'W .0) Wind Speed: 115 mph Building Porosity: Enclosed Wind Exposure: EOB Interior Partitions Exist:No Ground Elevation: General Loading Calculations h: 25.0625' Kd: 0.85 K,: 1.00 R;: 1.00 qh: 20.16 psf K.or Kh: 0.70 Ke: 1.00 G: 0.85 GCPi: f 0.18 Components and Cladding,Walls a= 6.00 ft. Tributary Pressure Suction Suction Area Zones 4,5 Zone 4 Zone 5 Item (ft) (psi) (Psf) (Psf) I Sidewall Wind Column 0 --- --- ---- h Endwall Wind Column -� 0 --_ I e 10 — ® I I ® I Sidewall Girt 0 -:--a Endwall Girt 0 --- ---- ---- y Wall Panel 0 _---- y �, Note:The value of GCp in results above has been reduced by a/ �`a 10%per Note 5 of Figure 30.3-1,since the slope angle is<10°. Parapets Tributary Area used for Parapet C&C= ___ ft2 Loads bivcn as Total Maximum MWFRS C&C Mirdwirrd-p)+p> Projection Khyar qP Windward Leeward Windward Leeward Lcewaiii=p3+pa Item (ft) (psf) (psf) (psi) (psf) (psf) P1 Pl Left Parapet --- JL7P� a-, - --- ! --- --- ( --- --- --- Right Parapet --- -- -- -- - --- W_ _ L—_— --- Al Wind Loading Continued... Components and Cladding,Roofs Applicable Roof Slope Angle= 2.39 deg 0.611 0.6h= 15.04 ft. 0.2h= 5.01 ft. Tributary Pressure Suction in Zones o Zit j r i t � Area All V 1 2 3 - I I I I Item (ft") (psf) (psf) (psf) (psf) (psf) - - I I a l l O t Porlin/Joist 94 16.00 ' -21.77 -29.80 39.58 -47.31 ---- 1 F,-1 ei, - I it•Rh�I Pane 9 16.00 -21.77 -37.90 w -50.00 -68.15 ---- ---- astnFe 9 16.00 I -21.77 -37.90 i -50.00 ! -68.15 -- ---- s L L= t -J j Vahtes Below are for the Overhang Portion of the Roof Pttrlin/Joist 94 --- j -35.94 -35.94 1 -36.11 -43.84 ---- --- Panel 9 -- -37.90 -37.90 -50.00 -68.15 ---- --- lij Fasten 9 --- -37.90 -37.90 -50.00 68.15 Components and Cladding,Below-Eave Canopy Tributary Pressure Uplift Total(psf) he:Average Eave Area Total For Various Canopy Elevations Height Item (ft") (psf) he 513.2 ft Otherwise he i'23.7 ft he hc:Average Purlin/Joist 94 16.00 -16.00 -16.00 -23.31 Canopy Panel 9 _ 18.15 -16.00 -18.15 -28.23 he Elevation Fastener 9 18.15 -16.00 -18.15 ( -28.23 Main Wind Force Resisting Systems (Transverse Wind Direction) Applicable Roof Slope Angle= 2.39 deg a= 6.00 ft. Transverse Wind Direction Item W1R WM W2R W2L -W311 W3L W4R �W4L Cl) 1.6 -0.11 4.44 -9.48 - Internal _Load:(psf) 11.69 _ -2.22 4.44 -9.48 _ ---- --- --- - - W C2: 0.51 -0.19 ( -0.87�- -0.55 ---- Suction -- --- I --- y Load,(psf) -10.28 -3.83 1-17.54 -11.09 ---- ---- YI _-_ 1 ---- Wind Direction -^•-•^•••-••- C3: -0.19 0.51 -0.55 0.87 ---- --- --- -- WIND W 1 R W 1 L Load,(psf) -3.83 -10.28 -11.09 -17.54 ---- ---- --- W3R W3L C4: -0.11 0.58 0.47 0.22 ---- _^-----___. ---- ---- -Load,(psf) -2.22 j 11.69 -9.48- 4.44 Imo- -----` --- -__ C5: -0.27 j -0.27 -0.63 -0.63 ! ---- - ---- --- Load,(psf) -5.44 ; -5.44 -12.70 -12.70 ---- ---- --- --- In nal mLoaa,(psf) -00.27 -00.27 12.70��--1 .63 -..-..•.®-- _�I ______^. FPressure Wind Direction Net*(psf)l 3.37 1 0.92 3.37 0.92 _ _ Edge Zone Pressure Coefficients WIND W2R W2L -W1R& W1L& W2R& ( W2L& W4R W4L Item W311 W3L W4R 1 W4L 2 6 CIE: 0.79 -0.25 0.43 -0.61 1 3 2E Load,(psf) 15.93 -5.04 8.67 -12.30 - 3S C2E: -0.89 -0.35 -1.25 -0.71 lE Load,(psf) -17.94 -7.06 -25.20 -14.31 0 h CM -0.35 -0.89 0.71 1 -1.25 4 Load,(psf) -7.06 -17.94 _I -14.31 -25.20 5 C4E: -0.25 0.79 -0.61 -0.43 _ ndq 4E Load,(psf) -5.04 15.93 -12.30 8.67 *Net Lat<16 psf.Add additional pressure to windward wall. �2. Note:For Zone ME or 3/3E;the windward zone width shall be 30.00 ft., while the leeward zone width shall be 30.00 ft.per Figure 28.3-1 note 8. A2 Wind Loading Continued... Main Wind Force Resisting Systems (Longitudinal Wind Direction) Applicable Roof Slope Angle= 2.39 deg a= 6.00 ft. _Longitudinal Wind Direction _ Item W5B W5F W6B W6F _ W7B W7F a W8B 0 -W8F C I: -0.27 -0.27 -0.63 -0.63 ---- Internal Load_,(psf) -5.44 -5.44 -12.70 -12.70 -- --- --- ---- Suction C2: -0.51 -0.19 -0.87 -0.55 -- - --- - - ��ao�```�� Load,(psf) -10.28 -3.83 -17.54 -11.09 -- --- i --- --- C3: -0.19 -0.51 -0.55 -0.87 -- --- --- ---- WIND W5B W5F Load,(psf) -3.83 -10.28 -11.09 -17.54 --- --- --- --- W7B W7F C4: -0.27 -0.27 -0.63 -0.63 -- --- --- ---- Loadd(psf) -5.44 -5.44 12.70 -12.70 --- --- 6 --- --- CIE: -0.30 -0.30 -0.66 -0.66 i } Load,(psf)- -6.05 �- -6.05 -13.31 -13.31 --- ( - Internal ER -0.89 -0.35 _ -1.25 -0.71 --- F f Pressure Load,(psf) -17.94 -7.06 -25.20 -14.31 --- --- --- .. �.oao`` C3E: -0.35 -0.89 -0.71 -1.25 --- --- I --- --- Load,(psf)(psf) -7.06 _ -173.94 - 4.31 -25.20 . 0 0-0.30 0WIND W6B W6F - .66 -0.66 _ ----- W8B W8F Load -13.31 -13.31 --- _- Vj -- -�---- _ End-Wall Pressure Coefficients W5B& W5F& W6B& WO& Item W7B �W7F W8B W8F 6E C5: 0.58 -0.11 I 0.22 -0.47 2 6 I -2.22 �- -4.4_4 -9_.4_83 Loa ,(ps) . 69 2E C6: _ _ -0.11-� M 0.58 -0.47 0.22 3E Load,(psf)® -2.22 11.69 -9.48 4.44 IF C5E: 0.79 -0.25 i 0.43 �y-0.61 0 h _Load,(psf) 15.93 -5.04 8.67 -12.30 5E - \4 C6E: -0.25 0.79 `� -0.61 0.43� 5 4E Load,(psf) -5.04 15.93 -12.30 8.67 �„ Net"(psf) 0.68 0.68 1 0.68 0.68 9 � **Net Long.<16 psf.Add additional pressure to windward wall. Longitudinal Force Resisted by Bracing: 12.63 kips Total Longitudinal Net Pressure Applied to Building: 16.00 psf Total Longitudinal Force Applied to Building: 25.26 kips A3 N u C c3 Q Project No. W22KO159A B U I L D II N G S GROUP Description: Native 60 x 211 A DMSION OF NUCOR CORPORATION Engineer: JMR Wind Loading per ASCE 7-16 Date: 4/19/2022 with AISI2016 Specification and 2012 MBMA Manual Version:2020.07.27(Date:07/27/20)By NBG-GS Wall Sheeting Spans Building Name: Building A Wall Panel Selection: Not By Nucor Deflection Limit: L/60 a=6.00 ft. Tributary Pressure Suction Suction Min.Girt Thickness for Fastener Checks: 0.060 Area Zones 4,5 Zone 4 Zone 5 Item (ft 2) (pst) (psf) (psi) Wall Panel 0 ######## ######## ######## Sim le S an (ft)—> l e 10 n 2 Equal Spans (ft)—> E 3 Equal Spans (ft)—> Fasteners (ft)—> I I Note:These panel spans are based on values found in the EDM per brand Note:The wind loads determined in this sheet are multiplied by 0.6 Note:50 Year-Wind deflection check Roof Sheeting Spans Self Weight(psi): 1.13 Collateral Load(psf): 0.00 Max Live/Snow Load(psi): 55.00 Roof Panel Selection: CFR Roof Panel 24 Gage Grade 50,with Fy=50 ksi Fu=65 ksi Deflection Limit: L/60 Minimum Purlin Thickness for Fastener: N/A Seaming Option for Interior Zone,(Zone 1): Nucor Roll Lock-Std.Clip(2)Fasteners o Seaming Option for Edge Zone,(Zone 2): Nucor Roll Lock-Std.Clip(2)Fasteners Seaming Option for Corner Zone,(Zone 3): Nucor Roll Lock-Std.Clip(2)Fasteners 0.6h= 15.04 ft. 0.2h= 5.01 ft. Pressure Suction in Zones a r 2 _ 0.6h All _i�_. _ 1 2 3 0.21, 1 r 7r, I Item (ft.) (ft.) (ft.) - 1 1 p I I Roof Panel,(pst)--> 56.13 -12.39 ' -22.06 22.06 26.59 ` E 2 I © t 2 Simple Span 5.50 �.__ ..__........_.�._...._ 1 I M O.�I 2 Equal Sans.._.. 5.41�I 1 L_ _J 1 3 Equal Spans ' L L__ z —_ J ' Seaming/Fasteners 5.50 -�— 5.50 5.50 5.50 E Note:These Panel Spans are Based on Values Found In the EDM for each brand — a — Note:The wind loads determined in this sheet are multiplied by 0.6 Note:50 Year-Wind deflection check Note: 12"Vice Lock 360 Clips with(3)Fasteners require 0.067"min.purlin thickness Note:Edge and corner loading is permitted to be reduced by 33%per AISI for clip controlled panels,but may not be reduced below field zone pressures. A4 nuooFa BUILOIMUS CROUP Ice,Service Loading Misc Settings Maximum UnityChecks Dead(psn: 3.5 CFR'Roll Lock"Seam 24 Ga. Anchor/tlip Strength: 0.67 OK Col(psf): 5.0 Root Panel Type: Anchor/tlip Stiffness: 0.29 OK Nucor Roil Force Desim-DM Section 9.3 Llve/Snow 55.o Clip Type/ThermalBlocks: Short Clip DlaphraBm Stiffness: 0.52 OK Veniore 1o10.01.08(Date OV082U)ByNBG-0S Purlln Bradn Streit the 0.84 1 OK Roo/La out Data Job No. W22K0159A Onslope Roof Distance(R): 60.052 13t pammtamtm,teo..t�tw n Job Na—I Native 60 x 211 Eave to Ridge Distance(R): 60.0 � e pmyy In Lxeh p r Root Slope(X:12): 0.5 Englne— ]MR No.of Bays: 9 Description: Max Number of Purfins: 1S LEW Frame Offset(R): 1.3333 REW Frame Oftset(R): 1 Ridge to 1st purlIn distance R: 1.333 Distance to Nested Purlln Additional gave Strut Frame Line Bay Width Bracing Purlln Groups purl'" Number of the next or Bay (H.) Configuration From Ridge Clip Type Design Checks Gry up Pudln Pudin Orientation Pudln Span Type Thickness Live/Snow Purlins put In Connection (In.) Load(Psn group(PTvpo 1 16.83 1 3 Intl 1 2 3 WC OK 1 08Z089 U Sio a M.IdS n 13 4.25 2 25.00 1 3 in. 1 2 3 AC OK 2 08Z089 U Sto a MUItlS an 1 3.469 3 2S.00 1 3 points 1 2 3 AC OK 3 08E060 U Sio a Sim Ie5 n 1 0 2 bolt perp. 4 25.00 1 3 olnts 1 2 3 AC OK 4 5 MOO 1 3 points 1 2 3 AC OK 5 6 25.00 1 3 Points 1 2 3 AC OK 6 7 25.00 1 3 points 1 2 3 AC OK 7 8 25.00 1 3 ints 1 2 3 AC OK 8 9 17.17 139.. 1 2 3 AC OK 9 10 WC OK 10 11 11 12 12 13 13 14 14 IS IS 16 16 17 17 18 1 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 A5 Detailed Roll-Force/Purfin B rac i n g Out.." Anchor Strength Anchor Stiffness Dla hra.Stiffness Purlih Bracina Strenath Required Maximum Maximum Unity Req'd Load if Maximum Maximum Req'd Load Mid-Span Deflection Maximum Dlstrlb ted Maximum Roq'd Brace Frame Line Anchorage Force(lb.) Check falling(lb.) Displacement nt Unity If Rake Ext/Bay (in.) Unity Check Load If Vnity Check Load 1! Lead lb. (In.) Check falling(Ib.) fallln PLF lelling(ib.) 1 1991 143 0.35 0 0.06 0.29 0 LEW Rake Extension 0.00 0.01 0.00 0.00 0 2 6686 975 0.61 0 0.01 0.05 0 1 0.39 0.35 0.00 0.53 0 3 7481 1073 0.67 0 0.01 0.05 0 2 0.87 0.52 O.o0 0.84 0 4 7481 1073 0.67 0 0.01 0.05 0 3 0.87 0.52 0.00 0.84 0 5 7481 1073 0.67 0 0.01 0.05 0 4 0.87 0.52 D.00 0.84 0 6 7481 1073 0.67 0 0.01 0.05 0 5 0.87 0.52 0.00 0.84 0 7 7481 1073 0.67 0 0.01 0.05 0 6 0.87 0.52 0.00 0.84 0 8 7481 1073 0.67 0 0.01 0.05 0 7 0.87 0.52 0.00 0.84 0 9 6776 987 0.62 0 0.01 0.05 0 8 0.87 0.52 0.00 0.84 0 10 1998 143 0.35 0 0.06 0.29 0 9 0.41 0.36 0000 0.54 0 11 0 0 0.00 0 0.00 0.00 0 REW Rake Extension 0.00 0.01 0.00 0.00 0 12 0 0 0.00 0 0.00 0.00 0 11 0.00 0.00 0.00 0.00 0 13 0 0 0.00 0 0.00 0.00 0 12 0.00 0.00 0.00 0.00 0 14 0 0 0.00 0 0.00 0.00 0 13 0.00 0.00 0.00 0.00 0 Is 0 0 0.00 0 O.00 0.00 0 14 0.00 0.00 0.00 0.00 0 16 0 0 0.00 0 0.00 0.00 0 Is 0.00 0.00 O.00 0.00 0 17 0 0 0.00 0 0.00 0.00 0 16 0.00 0.00 0.00 0.00 0 18 0 0 0.00 0 0.00 0.00 0 17 0.00 0.00 0.00 0.00 0 19 0 0 0.00 0 O.00 0.00 0 18 0,00 0.00 0.00 0.00 0 20 0 0 0.00 0 0.00 O.00 0 19 0.00 0.00 0.00 0.00 0 21 0 0 0.00 0 0.00 0.00 0 20 0.00 0.00 0.00 0.00 0 22 0 0 0.00 0 0.00 0.00 0 21 0.DO 0.00 0.00 0.00 0 23 0 0 0.00 0 0.00 0.00 0 22 OMOO 0.00 0.00 0.00 0 24 0 0 0.00 0 0.00 0.00 0 23 0.00 0.00 0.00 0.00 0 25 0 0 0.00 0 0.00 0.00 0 24 0.00 0.00 0.00 0.00 0 26 0 0 0.00 0 0.00 0.00 0 25 0.00 0.00 0.00 0.00 0 27 0 0 0.00 0 0.00 0.00 0 26 0.00 0.00 1 0.00 0.00 110 28 0 0 0.00 0 0.00 0.00 0 27 0.00 0.00 0.00 0.00 0 29 0 0 0.00 0 0.00 0.00 0 28 0,00 0.00 0.00 0.00 0 30 0 0 0.00 0 0.00 0.00 0 29 0.00 0.00 0.00 0.00 0 31 0 0 0.00 0 0.00 0.00 0 30 0.00 0.00 0.00 0.00 0 32 0 0 0.00 0 0.00 0.00 0 31 0.00 0.00 0.00 0.00 0 33 0 0 0.00 0 0.00 0.00 0 32 0.00 0.00 0.00 0.00 0 34 0 0 0.00 0 0.00 0.00 0 33 0.00 0.00 0.00 0.00 0 35 0 0 0.00 0 0.00 0.00 0 34 0.00 0.00 0.00 0.00 0 36 0 0 0.00 0 0.00 0.00 0 35 0.00 0.00 0.00 0.00 0 37 0 0 0.00 0 0.00 0.00 0 36 0.00 0.00 0.00 0.00 0 38 0 0 0.00 0 0.00 0.00 0 37 0.00 0.00 0.00 0.00 0 39 0 0 0.00 0 0.00 0.00 0 38 0.00 0.00 0.00 0.00 0 40 0 0 0.00 0 0.00 OA0 0 39 0.00 0.00 0,00 0.00 0 A6 r4 Li C 0 R Project No. : W22KO159A S U I L.0 I M G S GROUP Description : Native 60 x 211 ADMSIONOFNUCORCORPORAMN Engineer: JMR Alternate Snow]Loading on Gable Roofs (ASCE 7-16) Date: 4/19/2022 (per ASCE 7-16 Section 7.6.1 and Figure 7.6-2) Version:2018.04.02.1(Date:04/02/18)By NBGGS CODE YEAR: ASCE 7-16 BUILDING NAME: Building A GENERAL INFORMATION: DUE TO EXISTING BLDG. Nature of Occupancy: II-Standard Buildings FORMING GABLE. Building Width: b 260.0 'ft. Left Distance to Ridge: f 200.0 'ft. Right Distance to Ridge: 60.0 ft. Left Roof Slope: 1 0.0338 : 12, Right Roof Slope: 1 0.5 : 12 BASIC LOAD INFORMATION: Wind Exposure: 0 B _0 C_ 0 D Roof Surface: _ All Other Surfaces Ground Snow Load,Ps: + 50.0 psf. Exposure Factor,C.: 0.9 Thermal Factor,Ct: 1.0 Importance Factor,IS: 1.0 CALCULATIONS: Left Slope Factor, C, : 1.0 Right Slope Factor,CS: 1.0 Left Roof Snow,P,: 31.5 psf. Right Roof Snow,P,: 31.5 psf. Left Roof Angle,0: 0.16140 Right Roof Angle,0 : 2.38590 Left Angle Limit(Min): 2.38590 Right Angle Limit(Min): 2.38590 Snow Density,7: 20.5 pcf. Min.Uniform Roof Snow: 31.5 psf. Min.Uniform Roof Snow: 31.5 psf. WIND DIRECTION TO RIGHT: (ALT. 1) WIND DIRECTION TO LEFT: (ALT.2) Windward Snow Load: 9.45 psf. Windward Snow Load: 31.5 psf. Leeward Snow Load: 31.5 psf. Leeward Snow Load: 31.5 psf. Surcharge Snow Load: 23.0095 psf. Surcharge Snow Load: N/A psf. Surcharge Snow Length: 71.8345 ft. Surcharge Snow Length: N/A ft. Total Surcharge Load: 54.5095 psf. Total Surcharge Load: N/A psf. ltapol \\'IdW\\ Ilvlldln N'IMR N' FbYCIe N'IaM N Tifrb\wTU iMrz III¢MY w Iltr. iwni RI lna. WtMkmsWd¢IMt LfrEshtrII/M�\\ ttxMtNYa1Nt Wind Dlreetlon Wind DNxTlon \ Ward DM1-d- IWm.N SIw.Y, ll.6vrJ�.•u.Y, B BR e� BR �- 17nif-S-innd(]nh• Alternate Cnnn 1 Alternate Cnn\v2 A7 FIRE MARSHAL'S OFFICE Town of Queensbunj 742 Bay Road, Queensbuny, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Native Development 24 Native Drive CC-0416- 2022 7/7/2022 12,600 addition, 6600 alteration The following comments are based on review of drawings: • Verify fire extinguisher location, • Verify storage at time of CO walk through • Exit and Emergency lighting will be verified, including exterior emergency lighting. All breakers clearly marked for function test of the fixtures. • Need complete fire alarm plan submittal, if planned, including: - System layout - NYS license for installer - Spec. sheets for all appliances and equipment - Sprinkler system monitoring - Central station monitoring - An NFPA 72 completion report will be required - An NFPA 72 inspection and testing report will be required - A witness function test by the FM office is required - HVAC shutdown may be required Required - Carbon Monoxide detection required Required • Locks / latches on egress doors to be compliant with Chapter 10 of the IFC. Key locks and thumb turns are not accepted. • Knox Box keys to be provided Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 irenzarslud@queensburit.net - 7MMqueensbumnet • Need complete sprinkler plan submittals along with hydraulic calculations • If building is for storage , a racking plan is required • Please clarify if this building is stand alone or if entry to existing structure is being provided Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office , Phone: 518-761-8206 Fax: 518-745-4437 -flreniarshal@queensbunt.net ■ zvz Mqueensbunt net II Ill\ lr\\ \ \ \\\\ \\ W TX 308.16-2-14 NF HALCYONANDS PROPERTIES, INC J"" S 83 24'S7" E \ l \\ \ 0— J8 3 / 389 — — \ 700.00, O A_3g ` TREE `,N \ V A \ \ \ l 30' SETBACK � 383 O � 3 86, TM#: 308.20-1-9.21 24 NATIVE DRIVE \\ v v v v v V A V LANDS N/F / FUTURE ADDITION #2 40, OOOf \ I — BMA — vvA� NATIVE DEVELOPMENT/ SD (200'X200') \\ \ \\\\ �6' �\ \ \ Q)ASSOC., LLC / FFE 388.0 I I LOT #1 / I I 00 \ 383.0 / TENANT #1 BMLI � BML 'OFFICE I OO O I 0000000 BMLI W I► I ��I I I I l l I I,--/ ��% 000O I I I I oU U oQoQk. I / ' � ' '/ I l r \ r IBML TM -9.23 l r \ \ r \ \ I I I \ \ r \ \\\\ \ / 1\ _ L �� I EXISTING OVERHANG STRUCTURE 0 - -DRIVE I ,III IIII I I r \ r \ I\ \� 1\ \ - o C�� C oU C oU C I TO BE INCORPORATED INTO BMLI � � III IIII i � I I I I r l\ l\ _ I BUILDING ADDITION I _ O Il IIII I r\ \ \ O O O I NATIV MEN ENT I l i I I I I I I I 11\\I \\\\\\\ \ \\ �� Co CoQCoQC�Co I TENANT #2 I V \ . :-382 �'� < 10< W/RAILING I EX. SANITARY SEWER I I (SEE ARICHI TEC77JRASTEPS TO BE L I) SYSTEM TO BE REPLACED I PLANS) I REMOVED PER MASTER PLAN BML I I I) BML TYPE-2, TIP. I , DOCK DOORS DOCK DOORS 220 'BML / e C, lIt HYDRANT TO BE RELOCA TED I / CO CRETE 1 Q) I� O�b� I� / I arO� AREA / / / o N r� 60 X 60 f CONCRETE l `' SLAB (3, 600± 'SF) TO MATCH ADJACENT 16 SPRU( ASPHALT I " SPRuc // / j// / //// // / / / / /// \ r _ \ 8- zz \ �6�P� o�i\ I� 00 V. 1 384 / Z"��NE fl l I I C7 oo— w /\\ ILA / O EXISTING 0 STORMWATER I O .0I / " PwEAREA I �� J a) O I /"WALE / Z IN I PE" 50 SETgAC I I1)21�, PINE 1` SD FMf \ a \�� PINE o j 2„ HOPE FM N 2�1v�E� ya' CPP / oy N HP 384. o R77 Z_Pss YP. �E O v ATIVE RIVE v v _ - 1 , //c41�4 idN/ \ so �v 11Tr 4/8.( \ ev �„ �Ftj SD i // /// / / wV � � �/r-173. V A\ z��cog T� o�P PER 3� M �,$t-/1/�� •/ v v Q��EEN BAR y v —� �� I \ rio�( T p W LP /N' F aI / � �YI%W/� @�LOPMENT� A��O LLC— Ill I \VA\VA \ � TM#: 308.20-1-9.25 27 NATIVE DRIVE LANDS N/F — 3 NATIVE DEVELOPMENT 00 ASSOC., LLC o OFFICE _ J J, 4 CONIC SIDEWALK — - - _386I_386— GHY00 LP ' HYD. W7 00 u0 n 0 1n TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION - GRANT SITE PLAN APPROVAL SITE PLAN 6-2022 NATIVE DEVELOPMENT ASSOCIATION, LLC TAX MAP ID: 308.20-1-9.2/ PROPERTY ADDRESS: 24 NATIVE DRIVE LOT #1/ ZONING: CLI THE APPLICANT HAS SUBMITTED AN APPLICATION TO THE PLANNING BOARD: APPLICANT PROPOSES TO CONSTRUCT A 19, 320 SQ FT ONE STORY ADDITION ON THE WEST SIDE OF THE EXISTING 117,000 SQ FT BUILDING. SITE WORK INCLUDES DEVELOPMENT OF 34 PARKING SPACES AND ALTERATIONS TO A ' PORTION OF THE ACCESS DRIVE. IMPROVEMENTS TO THE BUILDING WILL UPDATE THE EXISTING OFFICE AREA AS WELL. PURSUANT TO CHAPTER 179-3-040, SITE PLAN FOR AN ADDITION TO EXISTING INDUSTRIAL BUILDING AND ASSOCIATED WOK SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING CODE -CHAPTER 179-9-080, THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE REQUIREMENTS AS STATED IN THE ZONING CODE; Co THE PLANNING BOARD OPENED A PUBLIC HEARING ON THE SITE PLAN APPLICATION ON 2/22/2022 AND CONTINUED THE PUBLIC HEARING TO 2/22/2022, WHEN IT WAS CLOSED, THE PLANNING BOARD HAS REVIEWED THE APPLICATION MATERIALS SUBMITTED BY THE APPLICANT AND ALL COMMENTS MADE AT THE PUBLIC HEARING AND SUBMITTED IN WRITING THROUGH AND INCLUDING 2/22/2022; THE PLANNING BOARD DETERMINES THAT THE APPLICATION COMPLIES WITH THE REVIEW CONSIDERATIONS AND STANDARDS SET FORTH IN ARTICLE 9 OF THE ZONING ORDINANCE FOR SITE PLAN APPROVAL, w MOTION TO APPROVE SITE PLAN 6-2022 NATIVE DEVELOPMENT ASSOCIATION. n I LLC. I TX 308.20-1-3.5 INTRODUCED BY MICHAEL DIXON WHO MOVED FOR ITS ADOPTION. I ' LANDS N/F / TRSB ACCORDING TO THE DRAFT RESOLUTION PREPARED BY STAFF WITH THE ENTERPRISES, FOLLOWING: LLC 1) WAIVERS REQUESTED GRANTED; H. SIGNAGE, L. LANDSCAPING, N TRAFFIC, 0. COMMERCIAL ALTERATIONS/ CONSTRUCTION DETAILS, Q. SOIL LOGS, R. I CONSTRUCTION/DEMOLITION DISPOSAL S. SNOW REMOVAL AND CONSIDERED 'I REASONABLE TO REQUEST A WAIVER OF THESE ITEMS AS THE PROJECT IS FOR ONE ADDITION TO THE EXISTING BUILDING AND RELATED SITE WORK I ASSOCIATED WITH THE ADDITION. 2) THE APPROVAL IS VALID FOR ONE (1) YEAR FROM THE DATE OF APPROVAL. APPLICANT IS RESPONSIBLE FOR REQUESTING AN EXTENSION OF APPROVAL BEFORE THE ONE (1) YEAR TIME FRAME HAS EXPIRED IF I YOU HAVE NOT YET APPLIED FOR A BUILDING PERMIT OR COMMENCED SIGNIFICANT SITE WORK. 3) ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS RESOLUTION. a) THE LIMITS OF CLEARING WILL CONSTITUTE A NO -CUT BUFFER ZONE, ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THESE AREAS AND FIELD VERIFIED BY COMMUNITY DEVELOPMENT STAFF; b) IF APPLICABLE, THE SANITARY SEWER CONNECTION PLAN MUST BE SUBMITTED TO THE WASTEWATER DEPARTMENT FOR ITS REVIEW, APPROVAL, PERMITTING AND INSPECTION; o c) IF CURB CUTS ARE BEING ADDED OR CHANGED A DRIVEWAY PERMIT IS °p REQUIRED. A BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE APPROVED 00 DRIVEWAY PERMIT HAS BEEN PROVIDED TO THE PLANNING OFFICE; d) IF APPLICATION WAS REFERRED TO ENGINEERING THEN ENGINEERING SIGN -OFF REQUIRED PRIOR TO SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED PLANS; e) FINAL APPROVED PLANS SHOULD HAVE DIMENSIONS AND SETBACKS NOTED ON THE SITE PLAN/SURVEY, FLOOR PLANS AND ELEVATION FOR THE EXISTING ROOMS AND PROPOSED ROOMS IN THE BUILDING AND SITE IMPROVEMENTS; f) IF REQUIRED, THE APPLICANT MUST SUBMIT A COPY OF THE FOLLOWING m TO THE TOWN: z a. THE PROJECT N01 (NOTICE OF INTENT) FOR COVERAGE UNDER THE CURRENT "NYSDEC SPDES GENERAL PERMIT FROM CONSTRUCTION ACTIVITY" PRIOR TO THE START OF ANY SITE WORK. b. THE PROJECT NOT (NOTICE OF TERMINATION) UPON COMPLETION OF THE PROJECT; C. THE APPLICANT MUST MAINTAIN ON THEIR PROJECT SITE, FOR REVIEW BY STAFF: I. THE APPROVED FINAL PLANS THAT HAVE BEEN STAMPED BY THE TOWN ZONING ADMINISTRATOR. THESE PLANS MUST INCLUDE THE PROJECT SWPPP (STORM WATER POLLUTION PREVENTION PLAN) WHEN SUCH A PLAN WAS PREPARED AND APPROVED; ii. THE PROJECT N01 AND PROOF OF COVERAGE UNDER THE CURRENT NYSDEC SPDES GENERAL PERMIT, OR AN INDIVIDUAL SPDES PERMIT ISSUED FOR THE PROJECT IF REQUIRED. g) FINAL APPROVED PLANS, IN COMPLIANCE WITH THE SITE PLAN, MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ANY FURTHER REVIEW BY THE ZONING ADMINISTRATOR OR BUILDING AND CODES PERSONNEL; h) THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO TX 308.20-1-6 ISSUANCE OF BUILDING PERMIT AND/OR THE BEGINNING OF ANY SITE LANDS N/F WORK; NORTHEAST POWER i) SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING REALTY, LLC PERMITS IS DEPENDENT ON COMPLIANCE WITH THIS AND ALL OTHER , , zl< F� V� APPROX. LOCATION OF EX. 2" LOW PRESSURE CB PUBLIC SEWER TF: t 382.5 GCB TF: ±382.5 CONDITIONS OF THIS RESOLUTION; j) AS -BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS TO BE PROVIDED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. k) THIS RESOLUTION IS TO BE PLACED IN ITS ENTIRETY ON THE FINAL PLANS 1) THAT INFORMATION FROM THE SUBDIVISION STORMWATER MANAGEMENT SPECIFIC TO THE ADDITION AND AREA WORK BE SUBMITTED AND APPROVED BY TOWN STAFF PRIOR TO SITE WORK. MOTION SECONDED BY DAVID DEER. DULY ADOPTED THIS 22ND DAY OF FEBRUARY 2022 BY THE FOLLOWING VOTE: AYES: MR. MAGOWAN, MR. VALENTINE, MR. DEER, MR. DIXON, MR. LONGACKER, MR. MOLLOY, MR. TRAVER NOES: NONE I i tiS I I H.C. & N.P. SIGNS I r84.0 I I I385.0 .IBA 5'W CONCRETE I SIDEWALK RAMP 0 59 SLOPE I & 29 CROSS SLOPE 13,86.0 WIRAILING CHITECTURAL 0 ►- I PLANS) I I PROPOSED ADD177ON FFE. 388.0 �J87. 0 CONCRETE STEPS 9 RISERS (7"H X 111) . I TOP. 38Z 9 0 BOTTOM: J82.7 I W1 RAILING ° (SEE ARCH17ECTURAL I 3388.0_ PLANS) a� INSET DETAIL SCALE. 1 "=20' Luminaire Schedule Symbol Qty Label Type LLF Description 7 BML TYPE- 1 SINGLE 0.900 VSS-2- T4-96L-1- 40K-UNV- WM-BRZ 1 BML TYPE-2 SINGLE 0.900 VSS-1-T2-64L-7- 40K- UNV- WM-BRZ 1.5" MIN (COMPACTED) TOP COURSE ASPHALT CONC. - ITEM 402, TYPE 6 2.5" MIN (COMPACTED) BINDER COURSE ASPHALT `CONC. - 17EM 402, TYPE 3 FILTER FABRIC MIRAFI 500X \\ \ram\\' �\\,7t<7/� 8" MIN SUBBASE PROOF ROLL COURSE ITEM 304.12, TYPE 2 PA VEMEN T DETAIL NO SCALE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 1" DEEP SCORE ® 5' BI TIM NOUS EXPANff NLJTOPIRN �FI E WITH LAN ®20 VARIES 5' TYP. STIFF BROOM FINISH SLOPE 19 MIN. f AIR ENTRAINED 4" 4000 PSI CONCRETE 6" SUBBASE, 17EM 304.12 TYPE 2 SIDEWALK DETAIL NO SCALE 200 TYPICAL BML ELEM RON VIEW LIGHTING DETAIL, NO SCALE OWNER/APPLICANT: NATIVE DEVELOPMENT ASSOCIATES LLC 6 ENTERPRISE AVE, CLIFTON PARK, NY 12065 TAX MAP #: 308.20-1-9.21 (24 NATIVE DRIVE) AREA: 485,814t SF (11.15t AC) N N N 6 H ALTERATION OF THIS cv C o DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 0 0 o m ENGINEER IS ILLEGAL zwd I'II zrr . z o f f11.L r o ti2 ry O z 0 0 _J 0 V) o z to Ln w w m w LI 0' Lil � I o Of Of a O_ o qO S LUIGI A. PALLESCHI P.E. rri �i 0z N.Y.S. LICENSE NO. 94676 SITE LOCATION GENERAL NOTES: 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2018 FIELD SURVEY AND MAP REFERENCES. 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. 4. REFER TO THE MASTER SITE PLAN (MAP REFERENCE #4) AND MASTER SWPPP FOR DETAILED INFORMATION REGARDING UTILITIES, EROSION AND SEDIMENT CONTROL, AND OVERALL PROJECT PHASING. 5. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. MAP REFERENCES: 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & STEVES, DATED JULY 28, 1994. 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY THE CHAZEN COMPANIES, DATED 4/21/16. 4. PLAN ENTITLED "NATIVE DEVELOPMENT QUEENSBURY - 24 NATIVE DRIVE", PREPARED BY ABD ENGINEERS, LLP, DATED MARCH 16, 2020, LAST REVISED JULY 15, 2021, AND FILED AT THE WARREN COUNTY CLERK'S OFFICE ON SEPTEMBER 3, 2021 AS INSTRUMENT #2021-3000068. ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL REQUIRED PROVIDED LOT AREA: N/A 11.15f AC LOT WIDTH: 200' MIN. 300' ROAD FRONTAGE: 100' MIN. 300' DEPTH: 200' MIN. 888' GREEN SPACE: 30% MIN. 46.5% BLDG. HEIGHT: 60' MAX. 40'f SETBACKS: FRONT: 50' MIN. 279' SIDE: 30' MIN. 31' & 50' REAR: 20' MIN. 50' PARKING REQUIREMENTS: WAREHOUSE: 1/1 EMPLOYEE AND 1/1 COMPANY VEHICLE OFFICE: 1/300 SF OF GFA REQUIRED SPACES: 130 EXISTING SPACES: 109 NEW SPACES: 32 TOTAL SPACES: 141 LOT 1 STATISTICS EXISTING PROPOSED BUILDING: 117,OOOf SF 24.1% 136,320f SF 28.1% PAVEMENT: 123,895t SF 25.5% 123,506t SF 25.4% GREEN SPACE: 244,919f SF 50.4% 225,988f SF TOTAL 485,814f SF 100% 485,814f SF 100% (11.15t AC) (11.15f AC) TAX MAP #: 308.20-1-9.22 (32 NATIVE DRIVE) AREA: 81,230t SF (1.86t AC) LOT #7 -BUILDING ADDITION #1 NATIVE DEVELOPMENT QUEENSBURY 24 NATIVE DRIVE TOWN OF QUEENSBURY ICOUNTY OF WARREN STATE OF NEW YORK DENGINEERS, LLP 411 Union Street Schenectady, NY 12305 518-377-0315 Fax 518-377-0379 (1=� www.abdeng.com DATE: SCALE: DWG. SHEET OF NOVEMBER 16, 2021 1" = 50' 4899A-L1-S4 1 2 TX 308.16-2-14 LANDS N/F HALCYON PROPERTIES, INC J I S 83 24'57" E 3es -- \\\\\\\36 — \\\\\ \\ \\ \\ \ \ \\\\ \ \ I \ —77� -� - 30' SETBACK 38 n \\\ \\\\\ \\\ \ --- �� \\ \\\38s� \\\\\\\\\\ TM#: 308.20-1-9.21 24 NATIVE DRIVE \\��\\\\\\ 36�\T'\ ��\\\ LANDS N/F \\ \\\ \ \ NATIVE DEVELOPMENT/ o \ I \ \\ ASSOC., LLC / \ „LOT #1" / I BML oQ�oQ�oQ�o0Dl�> 7IBML OO I O O O O O, of RA �� C r- i BML 3 \1�111111� II \I \\ 11 \ \\ I►I/{ I III III 1 I \ \ \ \ �C�� I T I I I I I I I I I �i I I /vII 1111/11111 v I1� vI�� v ` `v I CO � I 700. 00, TREE LINE 197.8, --�— BML '-- -1 l 'II I° I TENANT #1 I BMLI l� 0 I U OFFICE I I BMLI MI BML I I 1 TENANT #2 L I i III II II I I I I I I I 1 I \ \\\\\\\\\ \\\\ I �ui /I BUILDING 1 EXISTING 117,000± SF � ! I 1 STO Y OFFICE/WAREHOUSE BUILDING OD, IBML ovER°a I� FFE 388.040 \ 41 CHAINLIN / FENCE I { \I\\ \\�\\\\\\ \\\\\l\ { \ \ \ \ 0\ \\ \ \ \ \\ 0 \\\\\ \\ I w I \ I i I v I BML /D --- /� / // j/�/III/ \ \\\\\11IIIIIII►II P--TC-H-� -- ��---------- / //// � 1-4L/ IIIIIIIIISE I i '�ACK N .1 111 /l l ll 111 l / /7r/ 1 /// ////j/-_.� ,� IBML 6/ . dr 2/ DOCK DOORS rrf / ��9 , ONC DOCK / Z TEps BML V,F. PMENT—o LC / / o. , % 0. o / f2 CONCRETE lem kn zz ASPHALT { //zz //////i 220.7' /// / // / I� // /// / // / / // ///// // // :,�INE �A W LP 0 EXISTING O' STOAREATER— /// / o � I I /SWALENE PiNES0. SETgAC/ I PINE 1` I _\2\ PINE I IIII 2�\E` 18" cPPI c» 00 CB 00 /TM #fi,3/0 *11,1 f9. zVEfLOPM ENT \\ \ \ �\ 1 \ \ \ LLC �8o TM#: 308.20-1-9.25 \ / \\ 27 NATIVE DRIVE \ .3a4, LANDS N/F NATIVE DEVELOPMENT ASSOC., LLC TENANT #3 I I Il I 10 CC 00 11 � II � BML MI I I� I I , II BML OFFICE I J i in CONC. SIDEWALK O .�- �386--- — r fn TX 308.20-1-3.5 LANDS N/F TRSB ENTERPRISES, LLC TX 308.20-1-6 LANDS N/F NORTHEAST POWER REALTY, LLC \ APPROX. LOCATION OF EX. LOW PRESSURE GRAPHIC SCALE CB PUBLIC SEWER TF: ±382.5 50 0 25 50 100 200 HYD. purr TF: ±382.5 ( IN FEET ) 1 inch = 50 ft. SITE LOCATION GENERAL NOTES: 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2018 FIELD SURVEY AND MAP REFERENCES. 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. 4. REFER TO THE MASTER SITE PLAN (MAP REFERENCE #4) AND MASTER SWPPP FOR DETAILED INFORMATION REGARDING UTILITIES, EROSION AND SEDIMENT CONTROL, AND OVERALL PROJECT PHASING. 5. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. MAP REFERENCES: 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & STEVES, DATED JULY 28, 1994. 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY THE CHAZEN COMPANIES, DATED 4/21/16. 4. PLAN ENTITLED "NATIVE DEVELOPMENT QUEENSBURY - 24 NATIVE DRIVE", PREPARED BY ABD ENGINEERS, LLP, DATED MARCH 16, 2020, LAST REVISED JULY 15, 2021, AND FILED AT THE WARREN COUNTY CLERK'S OFFICE ON SEPTEMBER 3, 2021 AS INSTRUMENT #2021-3000068. OWNER/APPLICANT: NATIVE DEVELOPMENT ASSOCIATES LLC 6 ENTERPRISE AVE, CLIFTON PARK, NY 12065 TAX MAP #: TAX MAP #: 308.20-1-9.21 (24 NATIVE DRIVE) 308.20-1-9.22 (32 NATIVE DRIVE) AREA: AREA: 485,814t SF (11.15t AC) 81,230t SF (1.86t AC)