The URL can be used to link to this page

RC-0420-2021 Office Use Only . PRINCIPLE STRUCTURE PERMIT APPLICATI ON Permit#: fJ?�2z ' �2 Permit Fee:$ (99D 742 Bay Road,Queensbury, NY.12804. *Rec Fee: P: 51'8-761-8256 www.queensbury.net• Invoice,#: ' �O Flood.Zone? Y Reviewed By: Project Location: 16 Timmons Ct.'Queensbury, NY 12804. Tax Map #: 301.18-2-42 Subdivision Name: *RECREATION'FEE$1000.00 for .new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums,, townhouses;ar NYS Building Standards &Codes approved manufactured home. This is in addition to the permit fee(s): qp E r E Q v E -PROJECT INFORMATION: D Residential: JUN 2 2U21 ❑ Commercial, Proposed Use: TOWN OF QUEENSBURY BUILDING&CODES ®Single-Family:Ranch-Style Home❑Two-Family ❑ u i-Family(#of units: ) 1. ❑Custom 2. ❑Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) ❑Townhouse. Garage•(#of cars 2 ) ❑,Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial ❑ Heated Warehouse/Storage Building ❑ Unheated Warehouse/Storage Building . ❑•Amusement Ride ❑Other(describe: ) MAIN STRUCTURE SQUARE FOOTAGE: . GARAGE SQUARETOOTAGE: 11T floor: 42'x58'- 1402sgft 1ST floor: 22x22'-484sgft 2"d floor: _ 2nd floor: id_floor: Total square feet: Basement(habitable space): Unfinished t. Total square feet: 1402sgft. . Principle Structure Packet Revised March 2021 ADDITIONAL PROJECT INFORMATION: 1. , Estimated Cost of Construction: $ $200,000 - 2. .Proposed:use of the building: Single=family residential home, primary residence 3. If Commercial'or Industrial, indicate the name of the business: 4. Source of Heat: [Z Gas ❑Oil ❑ Propane ❑Solar "❑ Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one per appliance) 5. Are there any structures not.shown on the plot plan? ❑YES © NO Explain, if yes: 6. Are there,-any easements on the.property? DYES ® NO 7. SITE INFORMATION: a. What is the dimensions or acreage of,the parcel? 1.03 Acre -b. Is this a corner lot? ©YES ❑ NO c. Will the grade be changed"as a result of the construction? ❑J YES ❑ NO d. What is the water source? © PUBLIC ❑ PRIVATE ❑WELL e. What type of wastewater system is on-the parcel? [:] 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. 1 certify that the application, plans and supporting materials are a true and 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 localzoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or-my-agents, will obtain a,certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a NYSlicensed land surveyor of all newly - constructed facilities prior toissuanceofacertificateofoccupancy. have read and-agree to the above: PRINT NAME: Larry Clute.- President/Owner- Clute Enterprises, Inc. SIGNAURE: i°°'" DATE: Principle Structure Packet . Revised March 2021 t CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Applicant: Name(s): Larry:Clute = President/Owner-Clute.Enterprises, Inc. Mailing Address,C/S/Z: 6 Holden Ave. Queensbury, NY-12804 Cell Phone: Land Line: 518-793-7277 Email: cluteenterprises@gmail.com •. Primary Owner(s): Name(s): Larry Clute =President/Owner-Clute Enterprises, Inc.' Mailing Address, C/S/Z: 6 Holden Ave. Queensbury, NY 12804.. Cell Phone: ' Land Line: 518-793-7277, Email: cluteenterprises@gmail.com. ® Check if all work will be performed by property owner only Contractor(s): (List all additional contractors on the back of this form) . Contractor Name(s): Larry Clute - President/Owher-Clute,Enterprises, Inc. Contractor Trade:General Contractor Mailing Address,-C/S/Z: 6 Holden Ave. Queensbury, NY 12804 Cell Phone: Land Line: 518-793-7277 Email: cluteenterprises@gmail.com "Workers' Comp documentation must be submitted with this application" Workers'Comp Documentation already on file with Town of Queensbury • Architect(s)/Enciineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: -Land'Line: Email: Contact Person for Compliance in regards to this project: Cell Phone: Land Line:518-793-7277 Email:. cluteenterprises@g Mai l.com' Principle Structure Packet Revised March 2021 Office Use p Fes.Only ,,1 s� Permit#: ". WI) —ZQ2 Permit.Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensbury.net Invoice#: • I Flood Zone? Y N Reviewed_ By: SEPTIC.DISPOSAL PERMIT APPLICATION Project Location: 16 Timmons Ct. Queensbury, NY 12804 Tax Map#: 301.18-2-42 RESIDENCE INFORMATION: Year Built Gallons. #of bedrooms: X.gallons per, total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) El 1981-1991 130 Spa or Hot Tub Yes No. Installed? (choose one) ❑ 1992-Present 110 PARCEL INFORMATION: Topography ® Flat Rolling 0 Steep Slope, %Slope Soil Nature ®Sand ❑"Loam ❑Clay ❑Other, explain: Groundwater At what depth? Bedrock/Impervious At.what depth? material Domestic Water Supply ® Municipal ❑Well ❑ Lake (if well or lake,water supply from any septic system absorption is ft.) Percolation Test Rate: per-minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1000 gallons(min.size 1,000 gallons, add.250 gallons for each garbage cylinder or spa/hot tub System Absorption field"w/#2.stone.. ,Total length 200 'ft.; Each Trench U60 ft: C__p___ Pit_.J#3 -a_.-_ iew many, Size. . ni native System Bed ep ethekypet, NOTES: 1.Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2:"We will no longer allow systems to be covered-until such time as an as-built-plan is received and approved.The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a,change to-the submitted plans. Principle Structure Packet Revised March 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL, ®Check if all work will be performed by property owner only • Contractor: Contact Name(s): Larry Clute - President/Owner- Clute Enterprises, Inc. ; Contractor Trade: General Contractor .Mailing Address, C/S/Z: 6 Holden Ave. Queensbury, NY 12804 Cell Phone: Land Line:. .518-793-7277 Email: cluteenterprises@gmail.com "Workers' Comp documentation must be submitted with this application" • Eneinee*): Name(s): Mailing Address; C/S/Z: Cell Phone: Land Line: Email.- Contact Person for.Compliance in regards to this project: Cell Phone: Land Line: Email: Declaration: Any permit'or.approval granted which is based upon or is granted in reliance upon any material representation'or.failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations"and-agree to abide by these and.all requirements of the Town-of Queensbury Sanitary Sewage Disposal Ordinance. - PRINT NAME: Larry Clute '-Clute Enterprises, Inc. SIGNATURE: -DATE: Principle Structure Packet Revised March 2021 1 FUEL BURNING APPLIANCE & office use only CHIMNEY APPLICATION Permit _ Permit Fee:$ To EC� C 0VTown of Qucens bury IE 742 Bay Road, Queensbury, NY 12804 D Invoice#: r- P:518-761-8256 www.gueensburv-.net SEP 2 9 2021 **ONE P�� cP IANCE** Project Location: �c s. Co" Tax Map ID#: Room of Install: : Planned Install Date: e FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: —Stove —Fireplace Insert Fireplace —Fuel Fired Equipment (Garage Only: 18" clearance per IMC 304.3) —Fireplace, factory built** (**Manufacturer's name: Model#: ) SOURCE OF HEAT: Wood Coal Pellet as CHIMNEY INFORMATION: —Masonry(require plans to be submitted): block brick stone _ Flue: —the —steel _size, in inches _Material*: do -wall —triple-wall insulated (*Manufacturer's me: 'v7- :y-e_ Model#: 740 ) Fuel Burning Appliance&Chimney on Revised December 2020 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: • Primary Owner(s): Name(s): Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( ) Email: j eck if all work will be performed by property owner only er/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): C,3 Contractor Trade: - Mailing Address, C/S/Z: V �oq Cell Phone: _( Sty) �3 Land Line: _( �� ) "j `� "7>-77 Email: Q, c Contact Person for any questions regarding this project: Cell Phone: Land Line: �) Email: ADDITIONAL INFORMATION: 1. Two(2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections: S. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to t above: PRINT NAME: SIGNATURE: DATE: Fuel Burning Appli/ChimneyAppIrication Revised December 2020 T OTAW OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist MPlan to scale :Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) yt>�{Y: l All wells on property and adjacent properties shown &IA Water line shown Municipal or well 10'separation to any part of system 716—Setback to property lines show 10'or more for any part of system l9Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline MAC Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line- PI La Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart kSeptic tank and pump stations over 30 gallons 50'from watercourse or wetland Yk—distance from-bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland M-AToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements 2'above established flood elevation to bottom of system N All tanks anchored or 2' above flood elevation Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) '1;r--' Two (2)full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf �1 (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Light and vent room schedule �! Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for l� windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space �j Above-grade: 5.7 sq. ft. ��! Grade: 5.0 sq. ft. �� 24" (h)x 20" (w) minimum 44" maximum height above door �)v Window control devices 24" or less 2"d story or 72" above grade AA�I`2 Egress window from basement 5.0 sq. ft. Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method All foam plastic on foundation& crawl space covered by 15 minute thermal barrier pj Driveway length: 300' or more-12' width required/500' or more, turnaround required IJIyk Foundation drainage on plans, if required ' 6" drop in 10' exterior grade / Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield —24" from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" widths Stair run and rise p�T Winder run and rise Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Heat detectors in attached garages—as of 4/1/2021 4 i)P,;I) Bathroom fixtures—proper clearance %C Hall width-36" width Handrails more than four risers on open sides Railing &guards > 30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door and closer Residential Plan Review Revised March 2021 Residential Plan Review: 1- and 2- Family Dwellings /FYIN/NA (2 of 2) Garage floor sloped Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs & Blower door test agency paperwork - t<C— Floodplain Permit required—check map: 2 feet above flood elevation Hurricane clips required - b �c Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm Continuous header for garage doors to end wall/3" nailing pattern/strapping Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised March 2021 Generated by REScheck-Web Software Compliance Certificate Project CLUTE ENTERPRISES INC Energy Code: 2018 IECC 301.18-2-42 RC-0420-2021 Location: Warren County, New York Construction Type: Single-family Clute Enterprises Project Type: New Construction 16 Timmons Ln Conditioned Floor Area: 1,402 ft2 SFD 1402 sJ., Garage 484 SJ. Glazing Area 12% Climate Zone: 6 (8499 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: TIMMONS LANE QUEENSBURY, NEW YORK 12804 Compliance: Passes using LIA trade-off Compliance: 2.0%Better Than Code Maximum UA: 248 Your UA: 243 The%Better or Worse Than Cade Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,402 38.0 0.0 0.030 42 Wall:Wood Frame, 16" o.c. 1,737 21.0 0.0 0.057 84 Door 1:Solid Door(under 50%glazing) . 56 0.100 6 Door:Glass Door(over 50%glazing) 40 0.260 10 Window:Vinyl Frame 175 0.260 46 Basement 1:Solid Concrete or Masonry 1,287 21.0 0.0 0.043 55 Wall height:7.6' Depth below grade: 7.0' Insulation depth:7.6' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements I' ted in the REScheck Inspection Checklist. Name-Title Si ture , Date [!D) E70W'- OWBU Project Title: CWTE ENTERPRISES INC Report date: 05/24/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 j energy code compliance for the ' v ❑Not Observable I building envelope.Thermal envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, 1documentation demonstrate ❑Does Not 403.7 1 energy code compliance for [PR3]1 !lighting and mechanical systems. []Not Observable , !Systems serving multiple ❑Not Applicable dwelling units must demonstrate (compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: ; Heating: ElComplies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Qj Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pp Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 2 of 9 Section Plans Verified Field Verified #. Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 Pnsulation R-value.Where interior: ,❑Does Not R_ R_ ;table for values. , , ;insulation is used,verification ; I ;❑Not Observable may need to occur during ; ❑Not Applicable!Insulation Inspection. Not pp required in warm-humid locations in Climate Zone-3. 303.2 ,Conditioned basement wall ❑Complies ; [F05]1 'insulation installed per ❑Does Not I manufacturer's instructions. ❑Not Observable j ❑Not Applicable 402.2.9 1 Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope assemblies [F06]1 !insulation depth of burial or E❑Does Not ;table for values. {distance from top of wall. ! ; ;❑Not Observable ; { ;❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ; [F011]z to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in.below grade. []Not Observable ; ❑Not Applicable ; 403.9 'Snow-and ice-melting system ❑Complies ; [F012]2 controls installed. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions . & Re .ID 402.1.1, ;Door U-factor. ; U. U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I ;❑Does Not table for values. [� FRl]1 ! ;❑Not Observable ; ❑Not Applicable 402.1.1; ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope assemblies 402.3.1, !average). ;❑Does Not ;table for values. 402.3.3, ' 402.5 f ;❑Not Observable ; [FR2]1 j :❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 'are determined in accordance ❑Does Not with the NFRC test procedure or G ! []Not Observable ; taken from the default table.I ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 Onstalled per manufacturer's ❑Does Not ;instructions. ❑Not Observable ; -❑Not Applicable 402.4.3 ;Fenestration that is not site built _ ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not JAAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ,or has infiltration rates per NFRC I400 that do not exceed code ❑Not Applicable ; limits. ; 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. s' ❑Not Observable []Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 i insulated>= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ []Not Observable 1 R-6 where<3 inches.Supply and ❑Not Applicable I return ducts in other portions of ithe building insulated >= R-6 for ; !diameter>= 3 inches and R-4.2 ; ;for< 3 inches in diameter. 403.3.2 I Ducts, air handlers and filter ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not !joints/seams compliant with I International Mechanical Code or ❑Not Observable ; International Residential Code, as ❑Not Applicable ; lapplicable. : 403.3.5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not -) ❑Not Observable ; []Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ;❑Does Not e below 55°F are insulated to zR- 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 1 piping. ❑Does Not l� i ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 >_R-3. 1 ;❑Does Not J :❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/23. Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions . & Req.ID 403.6 Automatic or gravity dampers are OComplies 1 [FR19]2 installed on all outdoor air ODoes Not intakes and exhausts. ; pNot Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 5 of 9 r' Section 'Plans Verified Field Verified #' Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1` All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a I R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall I❑ Mass I'❑ Mass :,[]Not Observable [IN3)1 !exterior,the exterior insulation I ; requirement applies(FR10). I❑ Steel I❑ Steel I❑Not Applicable I I I ! i 1 1 1 1 1 1 1 1 1 303.2 Mall insulation is installed per ❑Complies I [IN4]1 !manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 6 of 9 Section Plans Verified -Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &.Re .ID Value Value 402.1.1, {Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ,'❑ Wood ',❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402.2.6 [FI1]1 :❑Not Applicable 303.1.1.1,1 Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ' ❑ 1300 ft . Not Observable ❑Not Applicable ; 402.2:3, Vented attics with air permeable ❑Complies [FI22]z insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable ; 402.2.4 !Attic access hatch and door ; R- R- ;❑Complies [FI3]1 (insulation >_R-value of the ;❑Does Not !,adjacent assembly. ' ! ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies ; [FI17]1 `ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.3 iDucts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [F[27]1 (determine air leakage with ftz ftz ;❑Does Not !either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g, across the system including !the manufacturer's air handler 1 1 !enclosure if installed at time of !test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch !w.g.across the entire system ; !including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 1 cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 !cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <<=3 cfm/100 ft2 without air !handler @ 25 Pa. For rough-in ❑Not Observable !tests,verification may need to ;❑Not Applicable ; {occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 !by manufacturer at<=2%of ;. ❑Does Not design air flow. ❑Not Observable ; ! ❑Not Applicable 403.1.1 Programmable thermostats '❑Complies ; [FI9F installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. []Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. []Does Not ❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water ❑complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable 11403.6.1. 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [:]Not Observable 1 temperature based on outdoor ❑Not Applicable temperature. ; 403.5.1.1 Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply r []Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are ; not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ; no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ' ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the ; piping. 403.5.2 Demand recirculation water ❑Complies ; [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the [-]Not Observable water entering the cold water ❑Not Applicable ; piping to <= 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units<3 psi for []Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for ;- individual units connected to three or more showers. 404.1 190%or more of permanent ❑Complies [FI6]1 Ifixtures have high efficacy lamps. ❑Does Not ❑Not Observable ; l IE]Not Applicable 404.1.1 Fuel gas lighting systems have I❑Complies ; [F123]3 no continuous pilot light. IE]Does Not ❑Not Observable ; []Not Applicable 401.3 }Compliance certificate posted. ❑Complies [FI7]z ❑Does Not ❑Not Observable ; „ ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303`,�, Manufacturer manuals for ❑Complies '[FI18]3, mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CLUTE ENTERPRISES INC Report date: 05/24/21 Data filename: Page 9 of 9 0 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 21.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.26 Door 0.10 CoolingHeating & Heating System: Cooling System:_ Water Heater: Name: Date: Comments I n f: F,1 C`i INDOOR A, Sizing and Selecting a Lifebreath HRV or ERV Step 1:Follow these general guidelines to determine the best HRV or ERV for�yourapp ica ion t � Option 1:Size your Residential unit by Air Exchange(ac/hr)Method Step 1 Step 2 2400sgft(L x W)with 9' (H) ceiling• ac/hr=(Total Cubic Volume x.35)/60 Cubic volume=(L x W x H) or(2400 x 9)x.35/60min=126cfm *In all cases local and all other codes requirements must be followed Option 2:Size your Residential unit using ASHRAE 62.2(Minimum requirement) Residential Ventilation Air Requirements(CFM/Bedrooms) Sizing Mfi MIABLE4.1a 1 2 ;'3" 4 5 Floor Area Sq.ft. <500 30 38 4'S = 53 60 501-1000 45 53 ;6q, 68 75 1001-1500 60 68 11,75; 83 90 c 1501-`2000- �` `75 - 83 - 0`.' 98 105 2001-2500 90 98 105 113 126 2501-3000 105 113 120 128 135 3001-3500 120 128 135 143 150 3501-4000 135 143 150 158 165 4001-5000 150 159 165 173 180 1. 5000-5001 165 173 180 188 195 *In all cases local and all other codes requirements must be followed Size your Commercial unit—Note it's recommended a mechanical engineerolways be consulted. Application Occupant CFM/Person CFM/SQFT Comments Density/1000sgft Retail Stores 15 10 Classroom 25-35 15 Varies with age Offices 5 10 Conference Rooms 50 15 Hair/Nail Salons •25 . 20 Do not Undersize Pet Shops 1 Physical Therapy ; 20 15 Bars/Lounges 100 10 Non-Smoking Health Clubs 40 20 Only 10/1000 in weight room *Swimming Pools 1-10 Varies greatly with temperature Places of Religion 120 5 DEC' Ey9VE [JUN 16' 2021 q Or QUEE1186-URY BUILDING&CODES L EMS HVAC Load Calculator www.hvacloadcalculator.com Date: Tue Jun 15 Loaded Document: clute egan rd Welcome - GFOIL 2021 08:39am Company Info Client Information Company GF HEATING OIL LLC Name Clute Enterprises Preparer ? Address1 BRIAN NELSON 6 holden ave queensbury % i Phone Address2 i (518) 792-2220 i 16 TIMMONS DR QUEENSBUF I Email brian@gfheatingoil.com Address3 Phone ,----__—_-.------------____...__._____.__._� Email TOWN OF'OUEENSBURY BUILDIP44G& CODYES Date 15-Jun-2021 ;) This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J eighth edition and ASHRAE Handbook of Fundamentals.'Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions(Temp. F) O Check If Using Celcius INDOOR OUTDOOR TEMP Front of South DIFF Building is - Facing WINTER 75 -20 95 Total Sq.Ft _ .. 1092 _.._ . ;. .__ .___.._ ... . Conditioned -------- SUMMER 65 95 30 Area 2. Summer Humidity Moderately H 40 Grains Difference 3. How Tight is Structure Average-over 1500 Sq. Ft. ^� Winter Summer -- . -- Air/Changes/Hr. 0.7 0.35 -' i 4. Fireplace Evaluation Number Evaluation CFM none ' Tight 0 5. Number of Occupants generally equals number of bedrooms + 1 3 l Overhang Characteristics Entr-r'all measurements decimally 2"=,2 8"_ 7 rs':itS$`J.x? — J = j - 5"_.4 23" `j 6'=5 i 'a:u;a.: _ ,1eca:it.anes?4s�e.`wracws ttk. Example-2 ft.8 in.=2.7 fit. EAST WEST S/SE/SW N/NE/NW —' -'-- Distance OfOH from top 0f i ---i -------- '-------- ------------ | 1.6 ' ' 1.6 1.6 1.6 | � window (A)Length ! of overhang (0) ! 1.6 / | 1 G ! { | ' " `| `" ! | � Total iinearft � -------1 ---------� [-'----------' ---' | ` across top of i 7 10 � | 8 13 | windows located be[0VY overhang � Solar GainThrough Glass LJCheck this box if using manufacturer specifications and enter the latitude, U-value and SHGC . ` '--'-----'--'-----� ------- | Latitude . 45 / U' | 5HGC / -- -- ------/ Value Facing Area(soft) Type Glass HTM Unshaded Shaded BTUH -'' - -- -- - ` �- -'-'--'-- North or l� | ! Double ~i 24'OO O 74 1,�88 . Shaded NE/NW -� � ' - - ---'---� �-- -- ------| 0.00 D O [) � ' | � South i 30 1 Double 40.00 10 20 381 | r------ -- ---'— ' SE/SW | O 0.00 O O O . | 'East 75.00 24 O 1,800 � 24 Double 75 West /- '--'---' ---1 F----------1 O0 2� O 2 1OO � 28 ' � Double ^^ ' ' � . / Does nko�shave reflsct�e |------------] 1 � O6O ='--_ � No v� , > coating? �-_-_'_-_---- . Skylight ' O -/ |--'--------1 O O ! Total 6,068 Solar � Gain ' � s DUCTS OR PIPES Location(Heating) Conditioned are v! Duct 0.00 _........____..._.._.___..----..._ Loss Location(Cooling) Conditioned are .• Duct 0.00 _. ....__....� Gain Duct/Pipe Insulation . I ----------- Duct Leakage sealed •. Area of Attic or 0 Floor Where Duct is -- . -------__.._ Located Attic Temperature(If ducts located in __........................_._._..._...! attic) Load Calculation Elements of Load Area or Lin. Insulation/R- U- Heat Heat Gain Latent Ft value Value . Loss Btuh Btuh Btuh Solar Gain from 6,068 Glass Gross Wall 1288 Glass 1 136 I Double _-••� 0.56 7,235 Skylight 0 ---__ - 0.00 0 f 0.40 3,610 1,140 Doors 95 Insulate ..! r Net Wall 1,057 I R-21 V 0.07 6,527 2,061 Ceiling 1402 R-38 ., 0.03 3,463 1,640 Floor Over Crawl or ! Unheated Basement Open-Beach 0 ' House Above _-..__....._....._.. .. Carport Slab On Grade - 0 0.00 0 0 enter-linear ft _... .._ .._.._` ____..._....._ _.__.� Infiltration-Enter 0 0 0 cubic-ft of building i People 690 600 •-------------._._._...._� Appliances D 3 Enter Value Sub Total 20,835 11,603 Duct 0 0 402 Loss/Gain Total Sensible 20,835 11,603 ; Load Latent Load 0 Total Latent 1,002 Load SUMMARY Heating Load Sensible Cooling Latent Cooling Total Cooling Load Nominal Tons t 20,835 11,603 1,002 12,604 1.29 OUTDOOR AIR FLOW RATE 33.42 * CAUTION - The cooling capacity of the air conditioner must meet both, sensible and latent loads. It is recommended a Manual S calculation be performed. Using manufacturer's specs. The nominal tons assume .75 SIT ratio at the chosen outdoor design temperature. Summary Including Basement Heating Load Sensible Cooling Latent Cooling Total Cooling Load Nominal Tons 38,127 17,702 4,448 22,149 1.97 Whole House (Block Load) Completed Scroll to top For Additional Options Solar Gain Through Glass 0 Check if Using Manufacturer specs Latitude 40 U- } SHGC - - Value - --....._.._.._.._ - — -....__...._... Facing Area(sq ft) Type Glass HTM BTUH North or 12 Double 24.00 288 Shaded -NE/NW 0 ' South 0 Double 40.00 0 �i SE/SW 0.00 0 0 v' • East 15 Double 75.00 1,125 West p 1 Double i 75.00 0 Does glass have reflective coating? No i 1,413 ..._.._.......__..... .i Total Solar 1,413 Gain Basement Load Calculation Elements of Area or Lin. Insulation/R- U- Heat Heat Gain Latent Load Ft value Value Loss Btuh Btuh Btuh Solar Gain From 1,413.00 Glass Gross Wall Above 336 ` Grade ------ Glass 1 27 Double ..1 0.56 1,436 Doors p 0.00 0 0 Net Wall-Above 309 ? 0.00 0 0 Grade Wall Below Grade -1008 R-19 0.03 2,873 - . 907 Ceiling p ! No Insul •• 0.41 0 0 Floor 1404 0.02 3,201 3,201 Infiltration-Enter 22464 9,781 3,089 cubic-ft of ___...__..... building People 3 690 600 j Appliances ;--._._._..._..__.._.` - 0 , Total Sensible 17,292 6,099 Load Latent Load 2,546 Total Latent 3,446 Load Basement Summary Heating Load Sensible Cooling Latent Cooling Total Cooling Load *Nominal Tons 17,292 6,099 3,446 8,645 0.68 * CAUTION - The cooling capacity of the air conditioner must meet both, sensible and latent loads. It is recommended a Manual S calculation be performed. Using manufacturer's specs. The nominal tons assume .75 SIT ratio at the chosen outdoor design temperature. Room by Room Load Calculation Total House . Total House System CFM Cooling Heating_ Heat Loss Sensible Heat ( 0 0 Gain -- i•_._' J 38,127 17,702 ♦Add-Room Room HeatLoss HeatGain CFM_Heat CFM_Cool i Name :::.Cheek-Calculations-When-Coinpleted i J auto- 17,292 6,099 0 0 basement Totals: 17,292 6,099 0 0 Percent Of Original: 45% 34% . . Return Trunk orbranch cfm duct air Cia vel First section off AH O 1st reduction orbranch ----'--------'---- ' � � U | ------ -----' Znd reduction orbranch ! / iU � 3rd reduction O[ branch � - ' -------- O | J '--- ---- --- --------- ' | 4th reduction orbranch ( � u | ! 5th reduction or branch { -- ----------' ' ! » Basement supply and return O � trunk � ` Room Runs cfm no of outlet duct air ' outlets cfm dia vei � auto-basement -- '-------- O � - � . Duct SizingCompleted � Scroll to top For Additional Options Equipment selection as per Manual S Instructions: enter load, weather and manufacture's data in white cells Auto Complete � BTUH Total Heat Loss Design Outdoor Indoor |' 38127 � / ' ------ ---� Conditions Total Heat Gain i Z1Z4q ! '30 � 75 ' . — _- - -_-_-- . Sensible Heat ' 95 65 17702 ! Gain -- '--'--'-----' ' Latent Heat 3,548 ID Design RH 50%, 63F WB Gain Sensible/Total 0.83 Altitude ^� 0 Ratio __-_....__-- target clg Temp. 19 Predominantly I � Drop Manufactures Equipment Specifications Equipment Manufacturer Model BTUH Total Sensible Latent No output(heating) cooling BTUH BTUH BTUH @ OD design temp Furnace Ruud r95p 70000 i 'C_LCt TC t3'7�"l .(7-T,V�115i - Boiler 0 j 0 j .--. .------ Heat Pump ; ; � � �....-.------_.._. Ruud ra13 1 24000 - , 0 24000 or Air ' . i I Conditioner Evaporator ruud rcf2, Coil QC��-�y;l�S�c�:v✓Ic iS� ' Air Handler Total 70000 24000 0 24000 Capacity with Altitude - Correction Selected OVERSIZED OK UNDERSIZED OK Equipment Size Heating CFM Cooling CFM External Static Pressure of (recommended) Blower 1 . 0 Available static presure for Supplemental heat needed for heat 1 duct system pump Blower ext. 0 HP capacity @ 1^-0 — --- ---- y - static press � 47F Coil press 0 i ? HP capacity C j 0 drop _ — -- - i i 17F -- ---�—�.� j Filter press 0 HP capacity 0 drop* ODDT i Register 0 BTUH 38,127 press drop _._._-__-- -.-! i supplemental i • heat, Grille Pressure KW 11 Drop i supplemental heat Other 0 i Other '. 0 ' Other Available SP 0 1 : for duct 1 i Equipment Size Limits Air conditioner-heat Furnace Boiler Pump Cool Climate Heat output output Climate Maximum Size 24,437 26,562 53,377 53,377 A . Selected OK OK OVERSIZED OVERSIZED Size Energy Cost Analysis Heat Loss 38,126.64 Heating Degree Days 7000 Heat Gain 21,249.31 Cooling Degree Days 500 Summer Design 95 Summer Design Temp 30 Temp Diff Winter Design Temp -20 Winter Design Temp 95 Diff System #1 (Old or less efficient system) Efficiency Fuel Cost Air Conditioning 13 0 0.00 Heating 95 1 ; p k 0.00 , Natural Ga �� - -----•---_.._.____ Total annual operating cost of 0.00 system 1 System #2 (Old or less efficient system) Efficiency Fuel Cost Air Conditioning 0 f 0 • 1 i � ----- --- -- -----...------ ---------------- - I_ •-__' Heating 0 { i 0 i 0.00 Total annual operating cost of system 1 INSTALLATION,(CO Flush Wall Installation Attention: Cold climate installation recommendation: When 2 X4 FINISHED WALL installing this unit against a non-insulated exterior wall, it is HEADER recommended that the outer walls be insulated to conform to 3"(76.2mm)OF NON-COMBUSTIBLE MATER applicable insulation codes. FRONT TRIM OR Vent Runs NON-COMBUSTIBLE MATERIAL (INSTALLATION IS OPTIONAL) In planning the installation for the fireplace,it is necessary to STAND OFF install certain components before the appliance is completely positioned and installed.These include the direct vent system, gas piping for the appliance and the electrical wiring_. (if the'fan JOINT BETWEEN FINISHED Option is used.) WALL AND UNIT SEALED The appliance can be mounted on any of the following surfaces: WITH 300'F,149°C SEALANT MATERIAL(SEALANT IS OPTIONAL) 1. A flat,hard combustible (burnable)surface. 2. A raised wooden platform. 3. Four corner supports.(Example: Four concrete masonry blocks.) ' These supports must be positioned so they contact all four perimeter edges on the bottom of the unit(if allowed by local codes). NOTICE.Discard insulation and retainer when venting from the top of the fireplace.See page 23. I TOP,900 ELBOW WITH HORIZONTAL TERMINATION 3"(76mm) MINIMUM CLEARANCE TO COMBUSTIBLES Figure 15 Combustible Surround Installation Al �MANTELSHELF VENT CAP/ r COMBUSTIBLE SURROUND THIMBLE FINISHED WALL 49'A"(126 mni) � 2 X 4 TO BOTTOM I._-1 WALL FIRESTOP FADER OF UNIT THIMBLE 3'(76.2mm)OF NON-COMBUSTIBLE MATERIAL FRONT TRIM OR NON-COMBUSTIBLE STAND OFF MATERIAL,(INSTALLATION IS OPTIONAL) JOINT BETWEEN FINISHED WALL AND UNIT SEALED WITH 300'F 149°C SEALANT MATERIAL(SEALANT IS OPTIONAL) Propane and Natural Models - Figure 17 1 f-� Figure 16 39358-3-1019 Page 15 Clearance;to Combustibles Mantel Chart Back 0++(0 mm) I{I-__ 12"(305mm) J Side 0"(0 mrri) f MANTEL Floor 0"(0 mm) Top Stand-off 0"(0 mm) Top Framing Edge 3"(76 mm) COMBUSTIBLE TRIM AND MANTELS SEE 16" G" ALLOWED IN NOTE A (381 mm) SHADED AREA 2"x 4"HEADER 4%i'.. STAND OFF 13 314"� 3 3/4" 3'(76 mm)HEIGHT i ,•�3. ABOVE TOP OF 'SEE NOTE B _ FIREPLACE I 2 114" f/0 ~ `� 8" 7"I^I_._._ I` 314" FINISHED WALL �J '�•, I 6' (COMBUSTIBLE) 5 _ o f 4.. NON-COMBUSTIBLE ``�_____ 3.. 3` FIRST 3"(SEE MAGNIFIED — VIEW) l° TOP EDGE OF FIREPLACE NAILING FLANGES TOP FRAMING L7 LEDGE i GLASS FRONT Figure 5 NOTICE A:See Figure 5 for maximum mantel depth. Clearances NOTICE B:.See Figure 5 for minimum height above unit. Clearance from top of fireplace to ceiling is 36" Figure 3 Clearance from side of fireplace to adjacent sidewall is 6". See Figure 6. Combustible Material No greeting cards, stockings or ornamentation of any type should -be placed on or attached to the fireplace. The flow of heat can 36" ignite combustibles. (91.4cm) COfAnUSTIBLE 'MATERIALS ALLOWED! • � f \ _ / .I' \Y• •IN SI WOEO AREAS, g"i,152mm1 FIREPLACG (TOP VIEW) o� FRONT FACE(SIDE) .i I��. , ! MAX. i-i45 i t PERPENDICUIJ,R {f Figure 6 SIDE WALL -'-- 'l4•. Figure 4 Page 10 39358-3-1019 DELIVERY RECEIPT PAGE.1 Me.,r�•-: - 7L? '�°-New.York-, LLC -131(Virikler Rd;-Sidney;NY. 13838 Fh# 607,-563=155t�n Fax#:607-563-1559 DELIVERY DA f;E' :;, CUSTOMER PO# DRIVER LOAD NO. DROP NO. 07/16%21 �. 2106-Q84298 31 2 , - =` JOB-# 21060957J s Curtis Lbr-Queensbury-LMC J_ OB3.% ME:161Timmons Ct. LOT# n 460,Big Bay Rd. DELIVERY INSTRUCTIONS: T Queensbury, NY 12804-7855 Mike 518-490-7161 ° (518)792-8601 s P 1�Tin'In'd s'Ct SPECIAL INSTRUCTIONS: o EQueensbury,NY 1280' _ ITEMS ,fit QTY ITEM TYPE i;''. SIZE LENGTH NOTES FT-IN-16 10 HUS26 1 Literature BCSI-B1 Summary Sheet Commentary and Recommendations for Handling, Installing&Bracing Metal Plate Connected Wood Trusses Order Number:BIWARN11x17 031125 1 Literature I BCSI762 Summary Sheet Truss Installation&Temporary Restraint/Bracing_ Order Number:B2Temp 070524 1 I Literature I BCSI-139 Summary Sheet I I Multi-Ply Girders Order Number:B8Girder 20040501 1 Literature I Piggyback Connection Deta I Specifies Connection of Cap to Base Truss Printed from Mitek l 1 Literature Truss Drawing Packet Stamp�d I Stamped Truss Drawings I. -I 1 Literature Truss Placement Plan ✓Truss Placement Plan 1 Literature BCSI-63 Summary Sheet Permanent Restraint/Biacing of'Chords& Web Members Order Number:B3WEB11X17 070209 ROOF TRUSSES PROFILE,I QTY I PITCH O/A TYPE LUMBER OVERHANG I CANTILEVER 1PLY1 TOP I BOT SPAN ID TOP I BOT LEFT I RIGHT LEFT I RIGHT 1, 1 8.0O v 0.001 04-07-08 V 6EY 2 X 412 X 4 I I I COMMON �. 4 I 8.00 0.00 I 22-00-00 T02 2 X 4 2 X 4 00-10-08 00-10-08 I 1 8.0O no I 10-07-08 I VALLEY VO4 12 X 412 X 4 1 I 1 I PIGGYBACK 15 6:0d 0.00 I 07-04-14 P602 (2 X 412 X 4 1 1 I I 2 Ply . 8.0O 0.00 I 22-00-00 I COMMON G01 12 X 4 2 X 61 1, I :,8.0OI 0.001 07-07-08 V VL05 Y 12 X 412 X 41 DE00" 9 W E / . SEP 2 1 L021 * 2 1 0 6-O 9 5 7 J * TOWN OF I UEENSEURY BUILDUNG& COMES DELIVERY RECEIPT PAGE 2 `JFP New York, LLC 13 Winkler Rd,Sidney,NY. 13838 . Ph#:607-563-1556 Fax#:607-563-1559 DELIVERY DATE CUSTOMER PO# DRIVER LOAD NO. DROP NO. 07/16/21 2106-Q84298 JOB-# 21060957J Curtis Lbr-Queensbury-LMC' JOB NAME:16 Timmons Ct. LOT# °y 460 Big Bay Rd. DELIVERY INSTRUCTIONS: T Queensbury,NY 12804-7855 Mike 518-490-7161 ° (518)792-8601 s P 16 Timmons Ct. SPECIAL INSTRUCTIONS: o Queensbury, NY 12804 ROOF TRUSSES PROFILE IQTYI PITCH O/A TYPE LUMBER OVERHANG CANTILEVER . PLY TOP BOT SPAN ID TOP I 130T I LEFT I RIGHT I LEFT I RIGHT II 51 6.0d 0.00 I 40-00-00 I COMMTol 12 X 4 2 X 41 00-10-08 1 00-10-08 I 1 11 8.0O 0.001 16-07-08 V VL02EY 12 X 412 X 41 1 I 1 I _j I 1 I 8.0O 0.001 13-07-08 I VALLEY Y 2 X 4 I2 X 4 1 I 6.0d 0.00 40-00-00 I T01 S EN 1 2 X 4 2 X 41. 00-10-08 100-10-08 I I I®I 1 I 6.0O 0.001 48-08-00 I PIG T03ACK 2 X 6 2 X 4I 100-10-08 I I I I �I 11 I 6.01 I 0.001 48-08-00 I PIG T04ACK 2 X 6 12 X 41 100-10-08 I I I I1 I 6.0O 0.001 48-08-00 PIG TYOBACK 1 2 X 6 12 X 4 00-10-08 100-10-08 I I I 1 8.0O 0.001 19-07-08 I VA�L l 1 2 X 4 I2 X 4 I I I I �I 3 I 6.00I 0.00 I 48-08-00 PIG TO BACK 12 X 6 I2 X 4I 00-10-08 100-10-08 I 11 I 6.0O 0.001 07-04-14 PIGPBOBACK 12 X 412 X 41 MMO�` 1 I 8.0O 0.00 22-00-00 CT001GE" 12 X 4 I2 X 41 00-10-08 100-10-08 NOTICE- ALL CLAIMS REGARDING THIS DELIVERY MUST BE MADE WITHIN .Yy 48 HOURS AND VERIFIED BY UNIVERSAL FOREST PRODUCTS. NO EXCEPTIONS THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED) RECEIVED BY: THANK YOU FOR YOUR BUSINESS. The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the Terms and Conditions of Sale available at www.ufpi.com/terms.htm. Truss. Truss Type Qty Ply 21 JJ G01 Common Girder 1 2 Job Reference(optional) UFP Site Si,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:TPN4nZroVPG3VXbRrT_JAz8MbT-Gs8HTNk8zxtksSdZnQmgPYZF79BtpAYR70erQyz7P?r 5-07-12 11-00-00 16-0 -04 2 42-00-00 5-07-12 5-04-04 5 04-04 5-07-12 4x6n 3 J 3x8o 3x8� 2 4 0 12 5 13 ao 0 co 6x8. 4 6x8� 1 5 " o 0 11 1 6 19 14 15 10 16 17 9 18 8 197 20 21 MT18HS 5x12= 8x8= 8x8= SX8= MT18HS 5xl2= HUS26 HUS26 HUS26 HUS26 HUS26 MT18HS4x12= HUS26 HUS26 HUS26 HUS26 HUS26 5-07-12 11-00-00 - 16-04-04 22-00-00 5-07-12 5-04-04 5-04-04 5-07-12 Scale=1:64 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 46.2. Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.14 7-9 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.19 7-9 >999 180 MT18HS 1971144 TCDL 10.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.03 6 rile n/a BCLL 0.0 Code IRC20181TPI2014 Matrix-MS BCDL 10.0 Weight:238 lb FT=20% LUMBER 2) All loads are considered equally applied to all plies, TOP CHORD 2x4 SPF 21 DOF 1.8E except if noted as front(F)or back(B)face in the LOAD BOT CHORD 2x6 SPF 2100F 1.8E CASE(S)section.Ply to ply connections have been WEBS 2x4 SPF No.2"Except'11-1,6-5:2x6 SPF provided to distribute only loads noted as(F)or(B), No.2 unless otherwise indicated. BRACING 3) Wind:ASCE 7-16;Vult=115mph(3-second gust) TOP CHORD Structural wood sheathing directly applied or Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 5-6-14 oc puriins, except end verticals. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone; BOT CHORD Rigid ceiling directly applied or 10-0-0 oc cantilever left and right exposed;end vertical left and bracing. right exposed;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (size) 6=5-08,(min.4-06),11=5-08,(min. 4) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum 4 07) DOL=1.15 Plate DOL=1:15);Is=1.0;Rough Cat B; Max Horiz 11=159(LC 6) Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 Max Uplift 6=-367(LC 11),11=373(LC 10) 5) Unbalanced snow loads have been considered for this design. Max Grav 6=6916(LC 17),11=7002(LC 16) 6) .All plates are MT20 plates unless otherwise indicated. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb)or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 1-12=8203/434,2-12=7890/454, 8) 'This truss has been designed for a live load of 20.Opsf 2-3=6129/403,3-4=6129/403, on the bottom chord in all areas where a rectangle 4-13=7888/454,5-13=8201/434, 3-06-00 tall by 2-00-00 wide will fit between the bottom 1-11=5870/330,5-6=-5878/330 chord and any other members. BOT CHORD 11-14=193/1063,14-15=193/1063, 9) Provide mechanical connection(by others)of truss to 10-1 5=1 93/1063,10-16=389/6698, bearing plate capable of withstanding 373 lb uplift at 16-17=389/6698,9-17=389/6698, joint 11 and 367 lb uplift at joint 6. 9-18=32616696,8-18=32616696, 10)This truss is designed in accordance with the 2018 8-19=326/6696,7-19=326/6696, International Residential Code sections R502.11.1 and 7-20=-77/1016,20-21=77/1016, R802.10.2 and referenced standard ANSI/TPI 1. ►e. 6-21=77/1016 11)Use USP HUS26 nth 14-16d nails into Girder&6-16d �� EYV f� WEBS 3-9=368/2013,2-9=2439/227, nails into Truss)or equivalent spaced at 2-0-0 oc max. �Q` CAP, 4-7= starting at 1-11-4 from the left end to 19-11-4 to conned 2-10=-115/2015,1-10=267/5765, truss(es)to back face of bottom chord. P2 5-7=272/5811 12)Fill all nail holes where hanger is in contact with lumber. NOTES LOAD CASE(S) Standard r- 1) 2-ply truss to be connected together with 10d 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate n (0.131"x3")nails as follows: Increase=1.15 Top chords connected as follows:2x4-1 row at 6-00 oc, Uniform Loads(Ib/ft) . 2x6-2 rows staggered at 9-00 oc. Vert:1-3=112,3-5=-112,6-11=20 F _ Bottom chords connected as follows:2x6-2 rows Concentrated Loads(lb) �,p rO1-3 staggered at 7-00 oc. Vert:8=1089(B),10=71089(B),14=1089(B), Web connected as follows:2x4-1 row at 9-00 oc, 15=1089(B),16=1089(B),17=1089(B), ES 81a Except member 2-10 2x4-1 row at 7-00 oc. 18=1089(B),19=1089(B),20=1089(B), 21=1 089(B) 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded veitically.Applicability.of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and govemtng codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss-Type. City Ply 210 J P601 Piggyback 1 1 Job Reference(optional) UFP Sit _ 't,LLC,U FP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:gL1 WjF39Q2QYWKbRxtNHXtz8Mf2-GsBHTNk8zXtks5dZnQmgPYZIg9DIpLVR70erQyz7P?r 11-01 4-07-08 8-03-15 9-03-00 11-01 3-08-07 3-08-07 1 11-01 4x412 = 6r 3 1 14 15T1 0 0 0 T1 0 0 N N O O O N N N 2 4 0 0 89 1 Bt 5 6 4x4= 2x4 u 4x4= 7-04-14 Scale=1:27.4 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.39 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 2 n/a n/a BCLL 0.0• Code IRC2018/TP12014 Matrix-MP BCDL - 10.0 Weight:22 lb FT=20% LUMBER 8) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SPF No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SPF No.2 9) 'This truss has been designed for a live load of 20.Opsf OTHERS 2x4 SPF No.2 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members. 6-0-0 oc pudins. 10)Provide mechanical connection(by others)of truss to- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 100 lb uplift at bracing. joint(s)2,4,2,4. REACTIONS All bearings 7-04 14. 11)This truss is designed in accordance with the 2018 (lb)-Max aria 7-04=26(LC 13),7=26(LC 13) International Residential Code sections R502.11.1 and Max Uplift All uplift C 1 ), or less at joint(s) R802.10.2 and referenced standard ANSI/rPI 1. 2,4,uplift 11 12)See Standard Industry Piggyback Truss Connection Max Grav All reactions 250(lb)or less at joint Detail for Connection to base truss as applicable,or (a)except 2=468(LC 19),4=468 consult qualified building designer. (LC 20),6=452(LC 1),7=468(LC LOAD CASE(S) Standard 19),11=468(LC 20) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)0-4-3 to 3-4-3,Exterior(21R)3-4-3 to 5-11-13,Extedor(2E)5-11-13 to 8-11-13 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip Of NE yv Y DOL=1.60 2) Truss designed for wind loads in the plane of the truss �P 5 lJ1 CAp/�. 0 only. For studs exposed to wind(normal to the face), co see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum W DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; n ° i Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4) Unbalanced snow loads have been considered for this design. O. 101355 !G 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on SS(CN overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 06/11/2021 7) Gable studs spaced at 2-0-0 oc. This design is based upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the spec building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown Is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss. Truss Type, City Ply 21VOJ PB02 Piggyback 15 1 Job Reference(optional) UFP Sites_ Tt,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:tU6fyWg WM08H)d BcX4MdBgzBMjQ-GsBHTNk8zxtks5dZnQmgPYZFD9E4pLyR70erQyz7P?r 11-01 4-07-08 8-_03-15 3-001 11-01 3-08-07 3-08-07 11-01 3x4= 6r2 3 13 14 0 o o 0 1 T1 0 o 0 N A N 2 4 o c 1 B1 5 4x4= 4x4= 7-04-14 Scale=1:27.7 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.37 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 'Horz(CT) 0.00 10 n/a n/a BCLL 0.0• Code IRC2018/TP12014 Matrix-MP BCDL 10.0 Weight:20 lb FT=20% LUMBER 6) Gable requires continuous bottom chord bearing: TOP CHORD 2x4 SPF No.2 7) Gable studs spaced at 4-0-0 oc. BOT CHORD 2x4-SPF No.2 8) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 9) •This truss has been designed for a live load of 20.Opsf 6-0-0 oc pudins. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracing. chord and any other members. REACTIONS All bearings 7-04-14. 10)Provide mechanical connection(by others)of truss to (lb)-Max Horiz 2=26(LC 16),6=26(LC 16) bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,2.4. Max Uplift All uplift 100(lb)or less at joint(s) 11)This truss is designed in accordance with the 2018 2,4,,6,10 International Residential Code sections R502.11.1 and Max Grav All reactions 250(lb)or less at joint R802.10.2 and referenced standard ANSI/TPl 1. (s)except 2=684(LC 19),4=694 12)See Standard Industry Piggyback Truss Connection (LC 20),6=684(LC 19),10=694 Detail for Connection to base truss as applicable,or (LC 20) consult qualified building designer. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard (lb)or less except when shown. TOP CHORD 2-13=519/124,3-13=-434/129, 3-14=-434/128,4-14=-523/122 BOT CHORD 2-4=39/411 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)0-4-3 to 3-4-3,Extedor(2R)3-4-3 to 5-11-13,Exterior(2E)5-11-13 to 8-11-13 zone; V. N E cantilever left and right exposed;end vertical left and 0 right exposed;C-C for members and forces&MWFRS P'� CAP 0 C-3 for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5 Ty2 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. n 3) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum , - DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; N, Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 101355. �� 4) Unbalanced snow loads have been considered for this AR P� design. OPESSIC, 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on �6�� /202 overhangs non-concurrent with other live loads. This design is based upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only acid does not replace erection avid permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. m Truss Truss Type Qty Ply 210 7J T01 Common 5 1 Job Reference(optional) UFP Site, t,LLC,UFP'SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:pkOQQOfyLc2gMdgofclEujzBMd_-GsBHTNk8zXtks5dZnQmgPYZBg9BgpgyR70erQyz7P7r -10-QS 6-06-15 13-03-05 20-00-00 26-OB-11 33-05-01 40-00-00 40-10-08 10-08 6-06-15 6-08-06 6-08-11 6- 8-11 6-08-06 6-06-15 10-08 5xB= 6 5x6 o 3x64* 2 3x6o 23 24 5x6,, 6f 4 225 725 8 0iff 3x6 0 3x6. N • 9 3 9 5 P1 26 5xg o 5x8. 4 2 10 0 1 11 01 20 112 to 19 1827 1728 16 29 3075 14 13 3x4n 4x6= 4x6= MT18HS 3x12= 6x8= 4x6= 3x6= 4x6= 6-01-OS 12-04-12 20-00-00 27-07-04 27-Qt9'04 33-10-08 40-00-00 r 6_01_08 6_03_04 7-07-04 7-07-04 2260 6-01-04 6_01_08 Scale=1:73 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/detl Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.16 16-18 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL , 1.15 BC 0.75 Vert(CT)' -0.24 16-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 12 We n/a BCLL 0.0' Code IRC2018frP12014 Matrix-MS BCDL 10.01 Weight:190 lb FT=20% LUMBER 1) Wind:ASCE 7-16;Vult=115inph(3-second gust) TOP CHORD 2x4 SPF 2100F 1.8E'Except'1-4,8-11:2x4 Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. SPF No.2 II;Exp B;Enclosed;MWFRS(envelope)exterior zone BOT CHORD 2x4 SPF No.2 and C-C Exterior(2E)-0-10-8 to 3-1-8,Interior(1)3-1-8 WEBS 2x4 SPF No.2*Except*20-2,12-10:2x6 SPF to 16-0-0,Extedor(2R)16-0-0 to 24-0-0,Interior(1) No.2 24-0-0 to 36-10-8,Extedor(2E)36-10-8 to 40-10-8 zone; BRACING cantilever left and right'exposed;end vertical left and TOP CHORD Structural wood sheathing directly applied or right exposed;C-C for members and forces&MWFRS 2-11-1 oc puffins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip BOT CHORD Rigid ceiling directly applied or 6-0-0 oc DOL=1.60 bracing. 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum WEBS 1 Row at midpt 5-16,6-16,7-15 DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; REACTIONS (size) 12=4-08,(min.1-OB),15=5 O8, Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 (min.4-14),in.1-020=5- 8,(min.08, 3) Unbalanced snow loads have been considered for this design. Max Horiz 20=119(LC 11) Max Uplift 12=43(LC 13),20=36(LC 12) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on Max Grav 12=703(LC 20),15=3122(LC 1), overhangs non-concurrent with other live loads. 20=1898(LC 19) 5) All plates are MT20 plates unless otherwise indicated. FORCES (lb)-Max.-Comp./Max.Ten.-All forces 250 6) This truss has been designed for a 10.0 psf bottom (lb)or less except when shown. chord live load nonconcuirent with any other live loads. TOP CHORD 2-21=-2533/32,3-21=-2366/50, 7) 'This truss has been designed for a live load of 20.Opsf 3-4=2066/63,4-22=1763/92, on the bottom chord in all areas where a rectangle 5-22=-1715195,5-23=-1099/124, 3-06-00.tall by 2-00-00 wide will fit between the bottom 6-23=-B13/146,6-24=-752/146, chord and any other members,with BCDL=I O.Opsf. 7-24=-924/124,7-25=0/815,B-25=0/787, 8) Provide mechanical connection(by others)of truss to 8-9=0/640,9-26=-368/239,10-26=529/165, bearing plate capable of withstanding 36 lb uplift at joint 2-20=1836/82,10-12=64W79 20 and'43lb uplift at joint 12. F NEBOT CHORD 19-20=150/428,18-19=-94/2136, 9) This truss is designed in accordance with the 2018 O vy 18-27=22/1663,17-27=2211663, International Residential Code sections R502.11.1 and 17-28=22/1663,16-28=-22/1663, R802.10.2 and referenced standard ANSI/TPI 1. ,`P .5 M CAp�J` O,A 16-29=310/87,29-30=310/67, LOAD CASE(S) Standard 15-30=310/87,14-15=169/315. 1 3-14=1 69/315,12-13=-49/345 O WEBS 3-18=580192,5-18=0/597,5-16=1405/134, 7-16=0/1549,2-1 9=011 728,10-13=293/76, n 7-15=2485/65,9-15=873/90,9-13=0/260 NOTES 10 701355. �Z do v M., 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type Qty PlyW217J T01 GE Common Supported Gable 1 1 Job Reference(optional) . UFP Si_ 'It LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 0.430 S Jan 4 2021 M7ek Industries,Inc.Fri Jun 11 10:13:31 "Page:1 ID:aOzOXJZJSrv6nEU3eD470pz8Md7-Gs8HTNk8zXtksSdZnQmgPYZKlglkpGoR70erQyz7P?r 04 8 11-00-00 22-00-00 2 -10-08 0-0 11-00-00 11-00-00 0-0 4x4= 8 7 9 gr 6 10 0 5 6 11 0 0b 5 5 ao 4 4 4 12 30 31 3 3 3 13 e2 2 2 14 1 1 1 15 0 1 1 29 16 28 27 26 25 24 23 22 21 20 19 18 17 3x4= 22-00-00 i Scale=1:57.8 Loading (psf) Spacing 2-00-00 CSI DEFL in '(loc) I/defl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.00 16 n/a n/a i BCLL 0.0' Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:116 Ib FT=20% LUMBER 2) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 SPF No.2 only. For studs exposed to wind(normal to the face), BOT CHORD 2x4 SPF No.2 see Standard Industry Gable End Details as applicable, WEBS 2x4 SPF No.2 or consult qualified building designer as per ANSI/TPI 1. OTHERS 2x4 SPF No.2 3) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum BRACING DOL=1.15 Plate DOL=1.15);Is=1.0 Rough Cat B; TOP CHORD Structural wood sheathing directly applied or Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 6-0-0 oc purlins, except end verticals. 4) Unbalanced snow loads have been considered for this BOT CHORD Rigid ceiling directly applied or 6-0-0 oc design. bracing. 5) This truss has been designed for greater of min roof live WEBS 1 Row at midpt 8-23 load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on REACTIONS All bearings 22-11D-00. overhangs non-concurrent with other live loads. (lb)-Max Hodz 29=173(LC 10) 6) All plates are 2x4 MT20 unless otherwise indicated. Max Uplift All uplift 100(lb)or less atjoint(s) 7) Gable requires continuous bottom chord bearing. 18,19i 1 0(l )o le 26,27 8) Truss to be fully sheathed from one face or securely except 16=-114(LC 9).17=-115 braced against lateral movement(i.e.diagonal web). (LC 8),28=139(LC 9),29=-147 9) Gable studs spaced at 2-0-0 oc. (LC 8) 10)This truss has been designed for a 10.0 psf bottom Max Grav All reactions 250(lb)or less at joint chord live load nonconcurrent with any other live loads. (s)17,28 except 16=290(LC 18), 11)'This truss has been designed for alive load of 20.Opsf 18=278(LC 1),19=331(LC 20). on the bottom chord in all areas where a rectangle 21=403(LC 20),22=424(LC 20), 3-06-00 tall by 2-00-00 wide will fit between the bottom 23=272(LC 25),24=424(LC 19), chord and any other members. 25=278(LC 19),9=290 (LC 8) 12)Provide mechanical bearing plate capable of withson(by others)of truss tanding 1 0 lb uplift at 27=278(LC 1),29=290(LC 18) joint(s)24,25;26,27,22,21,19,18 except at=lb) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 29=146,16=113,28=139,17=115. (lb)or less except when shown. 13)This truss is designed in accordance with the 2018 TOPCHORD 26 ?5 26=291/57, International Residential Code sections R502.11.1 and OF NE WEBS 4=384/54,6-25362/63 ►�i yO R802.10.2 and referenced standard ANSI/TPI 1. 9-22=384/54,10-21=-362/63,11-19=291/57 LOAD CASE(S) Standard CAjO/p NOTES .�� •92 .'� 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. r 11;Exp B;Enclosed;MWFRS(envelope)exterior zone I and C-C Comer(3E)-0-10-8 to 2-1-8,Exterior(2N)2-1-8 to 8-0-0,Comer(3R)8-0-0 to 14-0-0,Exterior(2N)14-0-0 to 19-10-8,Corner(3E)19710-8 to 22-10-8 zone; ( ,cantilever left and right exposed;end vertical left and �Q 101355 �Ci= right exposed;C-C for members and forces&MW AFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ROES S1Or1p 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may relate to a specific building.Certification is valid only when miss isIdW fabricated bye UFPI plant Bracing shown Is for lateral support of truss members only and does ndt replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. rr Truss Truss Type Qty Ply T27 T01SGE Common Structural Gable 1. 1 Job Reference(optional) UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 M7ek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:V2Se6xYF?LStKUe7HH5f9Jz8MeQ-Gs8HTNk8zxtks5dZnQmgPYZET98lpF5R70erQyz7P?r -10-08 12-00-00 16-00-00 20-00-00 26 00-00 40-00-00 40-10-08 10-08 12-00-00 4_00_00 4-00-00 6-00-00 14-00-00 10-08 5x6= 3x4. 13 12 14 11 15 4x44* Sx6° 10 16 3x6o 6,,2 8g 50 51118 0 r10 19 c 6 4 9 9 8 20 5 7 21 4x6c 49 4 6 6 5 22 52 g 4 4 23 4x4n c 1 2 2 3 T3 2 1 24 25 7 1 0 4S 6 47 46 45 44 43 42 41 40 3938 37 36 35 34 3332 31 30 29 28 27 3x4u 3x4= 3x4= 5x6= 4x4= 5x6= 3x4= 2-00-00 1-07-12 10-00-00 10-03-14 17-05-10 18-00-00 27_p7_12 28-00-00 40-00-00 1-07-12 B-00-00 3 4 7-01-12 6_06 9-07-12 4_04 12-00-00 Scale=1:80.6 4-04 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.18 44-45 >536 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.26 45 >375 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 26 n/a n/a BCLL 0.0' Code IRC2018/rP12014 Mtrix-MS BCDL 10.0' Weight:257 Ito FT=20% LUMBER BOT CHORD 46-47=0/396,45-46=0/396,44-45=01396, 11)Provide mechanical connection(by others)of truss to TOP CHORD .2x4 SPF No.2 . 43-44=0/396,42-43=0/472,41-42=0/472, bearing plate capable of withstanding 100 lb uplift at BOT CHORD 2x4.SPF No.2 40-41=0/472,39-40=0/472,38-39=01472, joint(s)48,41,43,31,30,29,39 except(jt=lb)42=368. WEBS 2x4 SPF No.2 37-38=0/550,36-37=0/550,35-36=0/550, 47=173,27=135,33=271. OTHERS 2x4 SPF No.2 34-35=0/550,33-34=01550,32-33=0/550 12)This truss is designed in accordance with the 2018 BRACING WEBS 12-38=421/8,11-40=-575/0,10-41=-384/43, International Residential Code sections R502.11.1 and TOP CHORD Structural wood sheathing directly applied or 7-43=-553/77,3-47=586/80,16-34=0/486, R802.10.2 and referenced standard ANSI/rP1 1. 5-4-10 oc purlins, except end verticals. 19-31=256/40,2-47=0/522,9-43=272/4, LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly'applied or 10-0-0 oc 11-38=0/353,16-32=1430/0 bracing, Except: NOTES 6-0-0 oc bracing:47-48. 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) WEBS 1 Row at midpt 12-38,11-40,14-36, Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 15-35,16-32 11;Exp B;Enclosed;MWFRS(envelope)exterior zone REACTIONS All bearings 12-07-12:except 48=1-09-08, and C-C'Extedor(2E)-0-10-8 to 3-1-8,Interior(1)3-1-8 47=1-09-08,40=7-05-04,41=7-05-04, to 16-0-0,Extedor(2R)16-0-0 to 24-0-0,Interior(1) 42=7-05-04,43=7-05-04,39=3-08,33=3-08 24-0-0 to 36-10-8,Exterior(2E)36-10-8 to 40-10-8 zone; (lb)-Max Horiz 48=118(LC 10) cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS Max Uplift All uplift 100(lb)or less at joint(s)29,30 1 39,41,4 except for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 27 135(LC 13).33=271(LC 20),= 42=369(LC 1),47=173(LC 12) 2) Truss designed for wind loads the plane of the truss Max Grav All reactions 250(lb)or less at joint only. For studs exposed to wind(normal to the face (s)27,33,42 except 26=472(LC see Standard Industry Gable End Details applicable, or consult qualified building designer perer f(Lum 11. 20),28=307(LC 20).29=256(LC 3)1),30=263(LC 1),31=294(LC 20),. DOL-. 5CPI to DOL=11Rough 6 5);s=1 0;;Ro ghsCat B; 32=1540(LC 20),39=336(LC 19), Partially Exp..;Ce=1.0;Cs=1.00;Ct=1.10 40=123(LC 19),41=862(LC 19), 4) Unbalanced snow loads have been considered for this 43=348((LC 1),47=862(LC 19), design. a� NE!V 48=348(LC 20) ��i.- ' y 5) This truss has been designed for greater of min roof live FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on .r\Q` S..M CAp (lb)or less except when shown. overhangs non-concurrent with other live loads.' 9� TOP CHORD 2-3=-421/13,3-49=-507/17,4-49=-483/26, i 45=475/46,5 6=445/66,6 7=424/84, 6) All plates are 2x4 MT20 unless otherwise indicated. 7-8=498/90,8-9=-464/99,9-50=24184,2, 7) Truss to be fully sheathed from one face or securely r' 10-50=503/121, 464/99,9-5 =- braced against lateral movement(i.e.diagonal web). n tr I W 11-12=607/136,12-13=-642/142, 8) Gable studs spaced at 2-0-0 oc. r 13-14=619/149,14-15=-688/116, 9) This truss has been designed for a 10.0 psf bottom 15-16=790/90,18-19=282/40, chord live load nonconcurrent with any other live loads. 19-20=269/19,20-21=271/0,21-22=273/0, 10)'This truss has been designed for a live load of 20.Opsf OA 101355 �!G 23-52=252/0,23-24=-307/25,2-48=-432/11, on the bottom chord in all areas where a rectangle 90� NP 24-26=398/0 3-06-00 tall by 2-00-00 wide will fit between the bottom ESS10 chord and any other members. 06/11/2021 . This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type Qty Ply 92107J T02 Common 4 1 Job Reference(optional)t,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MTek Industries,Inc.Fd Jun 11 10:13:31 Page:1 ID:sTCg10C2gRo?L0wY4h4sUBz8Met-Gs8HTNk8zXtks5dZnQmgPYZBLSAzpFvR70er0yz7P?r 4-11-05 1 11-00-00 17-00-11 22-00-06 22-10-08 0-0 4-11-05 6700-11 6-00-11 4-11-05 0-0 5x6= 4 8F• 13 14 5x6 a 5x4 0 3 4 5 ao 0 00 4x4n 4x4n 2 6 1 7 � 12 1 6 11 15 16 10 9 3x6= 3x6= 3x4= 3x4= 3x4= 7-05-03 14-06-13 22-00-00 7-ON N 7-01-11 7-05-03 Scale=1:61.9 Loading (psf) Spacing 2-00-00 CSI DEFL in (too) I/deft L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.11 10-11 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.15 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.04 8 n/a n/a BCLL 0.0`. Code IRC2018/TPI2014 Matrix-MS BCDL 10.0 Weight:104 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SPF 210OF 1:8E , chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SPF No.2 6) `This truss has been designed for a live load of 20.Opsf WEBS 2x4 SPF No.2 'wsopthe bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members,with BCDL=10.Opsf.: 2-2-0 oc pudins, except end verticals. 7) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 8 lb uplift at joint bracing. 12 and 8 lb uplift at joint 8. WEBS 1 Row at micipt 3-12,5-8 8) This truss is designed in accordance with the 2018 R International Residential Code sections R502.11.1 and REACTIONS (size) 8=5 08,(min.2-09),12=5 08,(min. 2-09) R802.10.2 and referenced standard ANSI/TPI 1. Max Horiz 12=173(LC 11) LOAD CASE(S) Standard Max Uplift 8=-8(LC 13),12=8(LC 12) Max Grav 8=1644(LC 20),12=1644(LC 19) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 2-3=317/80,3-13=-1738/75,4-13=1404/95, 4-14=1404/95,5-14=-1738/75,5-6=317/80, 2-12=-437/68,6-8=-437/68 BOT CHORD 11-12=-46/1446,11-15=0/977,15-16=0/977, 10-16=0/977,9-10=011446,8-9=0/1446 WEBS 4-10=-45/662,5-10=525/156,4-11=-45/662, 3-11=525/156,3-12=-1821/0,5-8=1821/0 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. pF NIS Il;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 8-0-0,Exterior(2R CA 8-0-0 to 14-0-0,Interior(1)14-0-0 y ij O,A to 19-10-8,Exterior(2E)19-10-8 to 22-10-8 zone; cantilever left and right exposed;end vertical left and * Q fight exposed;C-C for members and forces&MWFRS O for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ; Lit 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; Partially Exp.;Ce=1.0;Cs=1.00;,Ct=1.10 r01$55 �fi 3) Unbalanced snow loads have been considered for this, R design. OPESS10N 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on 06/11/2021 overhangs non-concurrent with other live loads. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may relate to a specific building.Certification is valid only when truss is fabdcated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. rx Truss _ Truss Type 1--ally Ply 21 7J T03 Piggyback Base Supported Gable 1 1 Job Reference(optional) UFP Site 'It,LLC.UFP SE Engineering Run:8.43 S Jan 42021 Print 8.430 S Jan 42021 M Tek Industries,Inc.Fri Jun 11 10:13:31 Page:1 ID:dk9G8x5PyggGmekp2lQldlz8Mf0-GsBHTNkezXtks5dZnQmgPYZMk9JDpFtR70erQyz7P?r 19-08-00 29-00-00 48-08-00 49-06-08 19-08-00 9-04-00 19-08-00 10-08 4x6= 4x6= 1 1112 13 14 15 16176218 8x8o 9 19 4x6. � 8 612 7 20 21 22 6 23 0 5 9 10 10 10 10 10 9 24 0 4 60 8 e 63 25 7 6 58 359 5 6 5 2§465 3x4n 2 3 4 4 3 27 3x4n c 1 2 2 28 29 UT 1 1 57 3x411 56 55 54 53 52 51 50 488 47 46 45 44 43 42 41 489 38 37 36 35 34 33 3231 3x4n 3x6= 3x6= 3x6= 48-08-00 Scale=1:83.2 Loading (psf), Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 30 n/a n/a BCLL 0.0' Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:328 lb FT=20% . LUMBER TOP CHORD 8-9=128/269,9-10=148/308, 9) Truss to be fully sheathed from one face or securely TOP CHORD 2x6 SPF No.2 10-61=1 531307,11-61=147/313, braced against lateral movement(i.e.diagonal web). BOT CHORD 2x4 SPF No.2 11-12=145/305,12-13=145/305, 10)Gable studs spaced at 2-0-0 oc. WEBS 2x4 SPF No.2 13-14=145/305,14-15=145/305, 11)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SPF No.2 15-16=145/305,16-17=-145/305, chord live load nonconcurrent with any other live loads. BRACING 17-62=147/313,18-62=153/307, 12)`This truss has been designed for a live load of 20.Opsf TOP CHORD Structural wood sheathing directly applied or 18-19=148/308,19-20=128/270, on the bottom chord in all areas where a rectangle 6-0-0 oc pudins, except end verticals,and 28-30=278/62 3-06-00 tall by 2-00-00 wide will fit between the bottom 2-0-0 oc pudins(6-0-0 max.):11-17. WEBS 14-44=365147,13-45=367/39, chord and any other members. BOT CHORD Rigid ceiling directly applied or 6 0-0 oc 12-46=299/0,10-47=-332/9,9-48=381/66, 13)Provide mechanical connection(by others)of truss to bracing. 8-50=359/57,7-51=343/51,6-52=361/55, bearing plate capable of withstanding 100 lb uplift at WEBS 1 Row at midpt 14444,13 45,12 46, 5-53=359/64,4-54=-362156,3-55=343/74, joint(s)57,30,44,45,48,50,51,52,53,154,55,56,43, 1 -44,9-48, 1 43, 2-56=274/120,.15-43=367/39, 39,38,37,36,35,34,33,31. 16-42,18-41,19-39 16-42=296/0,18-41=-333/4,19-39=-368/64, 14)This truss is designed in accordance with the 2018 20-38=360/56,22-37=359/54, International Residential Code sections R502.11.1 and REACTIONS All bearings 48-08-00. 23-36=359/54,24-35=359/54, R802.10.2 and referenced standard ANSI/TPI 1. (lb)-Max Hodz 57=117(LC 8) 25-34=361/54,26-33=350/61 15)Graphical pudin representation does not depict the size Max Uplift All uplift 100(lb)or less at joints) NOTES or the orientation of the pudin along the top and/or 30,31,33,34,35,36,37,38,39, 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) bottom chord. 43,44,45,48,50,51,52,53,54, Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. LOAD CASE(S) Standard 55,56,57 11;Exp B;Enclosed;MWFRS(envelope)exterior zone Max Grav All reactions 250(lb)or less at joint and C-C Corner(3E)0-1-12 to 5-0-2,Exterior(21N!)5-0-2 (s)57 except 30=301(LC 18), to 14-9-10,Corner(3R)14-9-10 to 33-10-6,Exterior(2N) 31=282(LC 36),33=390(LC 36), 33-10-6 to 44-8-2,Comer(3E)44-8-2 to 49-6-8 zone; 34=402(LC 36),35=399(LC 36), cantilever left and right exposed;end vertical left and 36=400(LC 36),37=399(LC 36), right exposed;C-C for members and forces&MWFRS 38=400(LC 36),39=408(LC 36), for reactions shown;Lumber DOL=1.60 plate grip 41=374(LC 36),42=336(LC 20), DOL=1.60 43=408(LC 35),44=405(LC 35), OF NE 2) Truss designed for wind loads in the plane of the truss ` 45=408(LC 35),46=339(LC 19), �v rO 47=373(LC 36),48=422(LC 36), only. For studs exposed to wind(normal to the face), Q, M CAA see Standard Industry Gable End Details as applicable, 50=399(LC 36),51=384(LC 36), or consult qualified building designer as per ANSI/TPI 1. �� T9 52=401(LC 36),53=400(LC 36), 3) TCLL:ASCE 7-16;Pg=60.0 psf;PF=46.2 psf(Lum 56=319(LC 36) 54= (LC 36),55=382(LC 36), DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; 19 r Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0 W FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 4) Unbalanced snow loads have been considered for this n a' (lb)or less except when shown. design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on Q. 1 5 overhangs non-concurrent with other live loads. q 0135 6) Provide adequate drainage to prevent water ponding. R�F�SS1 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper Incorporation of wmponent is responsibility of the Building Designer.-Building Designer shall verify all design information on this sheet for conformance with conditions and requiremerits of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type Qty Ply 1211"it1J T04 Piggyback Base 11Job Reference(optional) rlt,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 Mi fek Industries,Inc.Fri Jun 11 10:13:32 Page:1 u` ID:gp fadfgRc7NR6—uxkmJ9iz8Mfa-Gs8HTNk8zXtks5dZnQmgPYZ9w95Xp94R70erQyz7P?r 9-11-12 19-08-00 29-00-00 38-08-04 48-08-00 49-06-08 9-11-12 9-08-04 9-04-00 9-08-04 9-11-12 10-08 MT18HS 6x12= MT18HS 6x12= 5 31 6 - 30 32 61` 4x6o 4x6l, Wo �9 33 7 4x411 0 3 4 5 8 4 0 0 4x4 0 1 28 34 5x8,, 9 00 1 2 10110 oI oI 19 18 17 16 35 15 14 383 12 37 4x12u 2x4ii 3x6,% 3x6= 5x8= MT18HS 3x12= MT18HS 3x12= 8xl211 3x6= 2x4a 7-02-10 13-02-12 19-06-04 29-01-12 38-08-04 48-08-00 7-02-120 6-00-02 6-03-08 9-07-08 9-06-08 9-11-12 Scale=1:84.4 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.37 14-16 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.57 14-16 >741 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.15 10 n/a n/a BCLL 0.0* Code IRC2018frP12014 Matfix-MS BCDL 10.0 Weight:248 lb FT=20%. LUMBER 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) TOP CHORD 2x6 SPF 2100F 1.8E*Except*4-5,14:24 Vasd=91 mph;T,CDL=6.Upsf;BCDL=6.Opsf;h=24ft;Cat. SPF No.2 II;Exp B;Enclosed;MWFRS(envelope)exterior zone BOT CHORD 2x4 SPF No.2*Except*13-10,15-13:2x4 SPF and C-C Extedor(2E)0-0-0 to 4-10-6,Interior(1)4-10-6 210OF 1.8E to 12-9-7,Extedor(2R)12-9-7 to 35-10-9,Interior(1) WEBS 2x4 SPF No.2*Except*16-6:2x4 SPF 210OF 35-10-9 to 44-8-2,Extedor(2E)44-8-2 to 49-6-8 zone; 1.8E cantilever left and dght exposed;end vertical left and SLIDER Left 2x6 SPF No.2—1-06-00,Right 2x8 SP right exposed;C-C for members and forces&MWFRS DSS—2-06-00 for reactions shown;Lumber DOL=1.60 plate grip BRACING DOL=1.60 ';t 1 - TOP CHORD Structural wood sheathing directly applied or 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum 2-2-0 oc pudins,except DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; 2-0-0 oc pudins(6-0-0 max.):5-6. Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10,Lu left BOT CHORD Rigid ceiling directly applied or 2-2-0 oc =24-9-4,Lu right=24-9-4 bracing. 3) Unbalanced snow loads have been considered for this design. WEBS 1 Row at midpt 3-18,5-16,6-16,8-14 4) This truss has been designed for greater of min roof live REACTIONS (size) 1=Mechanical,(min.1-08), load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on 10=5-08,(min.3-04),18=5-08, overhangs non-concurrent with other live loads. (min.4-11) 5) All plates are MT20 plates unless otherwise indicated. Max Hodz 1=-131(LC 13) 6) This truss has been designed for a 10.0 psf bottom Max Uplift 1=-63(LC 12),10=45(LC 13) chord live load nonconcurrent with any other live loads. Max Grav 1=1109(LC 19),10=2565(LC 20), 7) *This truss has been designed for a live load of 20.Opsf 18=2975(LC 1) on the bottom chord in all areas where a rectangle FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 3-p6-00 tall by 2-00-00 wide will fit between the bottom (lb)or less except when shown. chord and any other members,with BCDL=10.Opsf. TOP CHORD 2-28=-1358/110,3-28=955/140, 8) Refer to girder(s)for truss to truss connections. 34=1804/147,4-29=-1658/157, 9) Provide mechanical connection(by others)of truss to 29-30=1531/171,5-30=-1457/194, bearing plate capable of withstanding 63 lb uplift at joint Of NEW 5-31=-1 372/212,6-31=1 372/212, 1 and 45lb uplift at joint 10. P�V CA �O 6-32=2429/178,32-33=2461/155, 10)This truss is designed in accordance with the 2018 �. c� / . 7-38=2586/141,7-8=2726/131, Intemational Residential Code sections R502.11.1 and 8-34=3655/119,9-34=3862/87,9-10=-406/0 R802.10.2 and,referenced standard ANSIfrPI 1. BOT CHORD 1-19=195/1047,18-19=173/982, 11)Graphical pudin representation does not depict the size r 17-18=1063/18,16-17=1063/18, or the orientation of the pudin along the top and/or W 16-35=0/2186,15-35=012186,14-15=0/2186, bottom chord. n 14-36=1/3253,13-36=1/3253, 12)The loading on this truss has been modified to reflect 12-13=1/3253,12-37=1/3253, the roof profile,the ridgeline is located 24-9-4 from joint C? 10-37=1/3253 1 and has a slope of 6.000 on the left and-6.000 on the F� 101355, WEBS 3-18=0/301,3-18=3336/27,3-16=0/2577, fight. A 5-16=717/143,6-16=-1582/20,6-14=0/1065, LOAD CASES) Standard R��ESSIO�P 8-14=1232/161,8-12=0/462 NOTES 06/11/2021- This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing, Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. 1271 Truss Truss Type Qty Ply T06 Piggyback Base 3 -]Job Reference(optional) , UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:8wRKVVjroDOhuvpMOWA3bxaz8Mgd-Gs8HTNk8zXtks5dZnQmgPYZ9p97NpBgR70erQyz7P?r -10-08 9-11-12 19-08-00 29-00-00 38-08-04 48-08-00 49-06-08 10-08 9-11-12 9-08-04 9-04-00 9-08-04 9-11-12 10-OS MT18HS 6x12= MT18HS 6x12= 1� 34 6 7 35 612 TS 5x6,, _ 5x8o 33 36 5 g 6x8. 0 4 4 5 4 9 0 32 37 38 5x6� 31 30 1 39 5x6e 3 10 0 1 2 1112 NI , 0 21 20 19 18 40 17 16 15 14 13 4x12n 4x4ii 2x4p 5x6= 3x6= 4x4q 3x6= 2x4p 4x12n MT18HS 3x12= 4x8= 6-02-12 12-02-12 19-06-04 29-01-12 36-05-04 42-05-04 48-08-00 6-02-12 6-00-00 7-03-08 9-07-18 7-03-OB 6_00_00 6-02-12 Scale=1:84.6 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.27 17-18 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.41 17-18 >876 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 11 n/a n/a BCLL 0.0` Code IRC201SITP12014 Matrix-MS BCDL 10.0 Weight:256 lb FT=20% LUMBER WEBS 4-21=2773/14,4-20=01261,4-18=5541434, TOP CHORD 2x6 SPF 210OF 1.8E 6-16=312/238,7-18=-59/802,7-17=746/68, BOT CHORD 2x4 SPF No.2*Except*19-16:2x4 SPF 9-17=0/1799,9-15=-3200/41,9-13=01281 210OF 1.8E NOTES WEBS 2x4 SPF No.2 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) SLIDER Left 2x8 SP DSS—1-06-00,Right 2x8 SP Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. DSS—1-06-00 II;Exp B;Enclosed;MWFRS(envelope)exterior zone BRACING and C-C Extedor(2E)-0-10-8 to 3-11-14,Interior(1) TOP CHORD Structural wood sheathing directly applied or 3-11-14 to 12-9-7,Extedor(2R)12-9-7 to 35-10-9, 4-11-11 oc pudins,except Interior(1)35-10-9 to 44-8-2,Extedor(2E)44-8-2 to 2-0-0 oc pudins(2-2-0 max.):6-7. 49-6-8 zone;cantilever left and right exposed;end BOT CHORD Rigid ceiling directly applied or 10-0-0 oc vertical left and right exposed;C-C for members and bracing, Except: forces&MWFRS for reactions shown;Lumber 6-0-0 oc bracing:15-17. DOL=1.60 plate grip DOL=1.60 WEBS 1 Row at midpt 4-21,4-18,6-18,7-17, 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum 9-15 DOL=1.15 Plate DOL=1.16);Is=1.0;Rough Cat B; REACTIONS All bearings 5-08.except 2=5.04,11=4-08 Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0 (lb)-Max Horiz 2=126(LC 12) 3) Unbalanced snow loads have been considered for this Max Uplift All uplift 100(lb)or less at joint(s) design. 11 except 2=108(LC 12) 4) This truss has been designed for greater of min roof live Max Grav All reactions 250(lb)or less at joint load of 1,6.0 psf or 2.00 times flat roof load of 46.2 psf on (s)except 2=1151(LC 36), overhangs non-concurrent with other live loads. 11=1502(LC 36),15=3084(LC 5) Provide adequate drainage to prevent water ponding. 36),21=2510(LC 36) 6) All plates are MT20 plates unless otherwise indicated. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 7) This truss has been designed for a 10.0 psf bottom (lb)or less except when shown. chord live load nonconcurrent with any other live loads. TOP CHORD 2-3=286/0,3-30=1181/145, 8) 'This truss has been designed for a live load of 20.6psf 30 31=1002/150,31-32=950/152, on the bottom chord in all areas where a rectangle OF EF�/ 4-32=603/181,4-5=2622/148, cho6d 0 tall by 2-00-00 wide will fit between the bottom chord and any other members;with BCDL=10.Opsf. A 5-33=2391/196,6-73 1939/21 , 9) Provide mechanical connection(by others)of truss to '`P�5 M CA�O/T 'T 6-34=1506/199,6-736=-16 213, bearing plate capable of withstanding 100 lb uplift at 7-35=1506/199,35-36=-1696/195, 2 joint(s)11 except(pjt=1b)2=107. 8-36=1914/162,8-9=-2145/151, 9-37=-1239/148,37-38=-1574/119, 10)This truss is designed in accordance with the 2018 38-39=1639/117,10-39=1817/113, International Residential Code sections R502.11.1 and 10-11=308/0 R802.10.2 and referenced standard ANSIfrPI 1. 11)Graphical pudin representation does not depict the size BOT CHORD 2-21=213/850,20-21=172/2375, � . 19-20=139/2416,18-19=139/2416, or the orientation of the pudin along the top and/or 18-40=0/1624,17-40=0/1524, bottom chord. 10 101, 1355 Q, 14-15=72/1325,13-14=-72/1325, LOAD CASE(S) Standard R��ESS10 11-13=33/1407 0,6/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. ru -- --- - ----- - ---- -- - - - -- -- -- --- ---- -- ---- - - Truss - -� -- — Truss Type_ -- - Qty Ply IUFP F,t,LLC, T07 Piggyback Base Structural Gable 1 1 Job Reference(optional) UFP SE Engineering Run:8.43 S On'1,4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:H3ooa)g WsomvBCCvKpTz8MjN-GsBHTNkBzXtks5dZnQmgPYZ9T96SpArR7OerQyz7P?r 1 a` °� ;fir. 10-08 g_11-12 19-08-00 29-0�0-00 35-08-11 42-04-14 48-OS-00 49-06-08'' 10 8 9-11-12 I M8-04 9-04-00 I 6-08-11 6 08-03 " 6-03-02 10-08 MT18HS 6xl2 o 8x8= 5 54 6 61` 53 55 4x6 5x8c 8x80 14 4x61 524 13 7 12 8 8 11 c 3 80 4x4, 16 O 6 9 10 5xl2c 51 56 5 6R8� 0 1 2 2 3 10 .11..,•r 10 11 oI 4 9 m9m till 3x4u 23 22 21 20 19 18 57 17 1658 5915 14 13 3x4rr 4x6= 3x6= 3x6= 3x6= 46= 3x6= 4x6= 4x6= 3x6= 3x4n 8-11-12 6-01-12 7 06-12 13-07-06 19-06-04 29-01-12 36-05-04 42-04-14 48-OB-00 6-01-12 1-05-00 4_07_10 5-10-14 9-07-08 7_03_08 5-11-10 6-03-02 1-05-00 Scale=1:84.6 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.30 17-18 >999 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.48 17-18 >686 180 MT18HS 1971144 TCDL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT) -0.05 12 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matdx,MS BCDL 10.0 Weight:344 lb FT=20% LUMBER NOTES 14)The loading on this truss has been modified to reflect TOP CHORD 2x6 SPF No.2`Except`5-6:2x6 SPF 2100F 1) Wind:ASCE 7-16;.Vult=115mph(3-second gust) the roof profile,the ridgeline is located 25-2-8 from joint 1.8E Vasd=91 mph;TCDL=6.Opsf;'BCDL=6.Opsf;h=24ft;Cat. 1 and has a slope of 6.000 on the left and-6.000 on the BOT CHORD 2x4 SPF No.2 II;Exp B;Enclosed;MWFRS(envelope)exterior zone right. WEBS 2x4 SPF No.2*Except*24-2:2x8 SP 240OF and C-C Extedor(2E)-0-10-8 to 3-11-14,Interior(1) LOAD CASE(S) Standard 2.OE,12-10:24 SPF No.2 3-11-14 to 12-9-7,Extedor(2R)12-9-7 to 35-8-6,Interior OTHERS 2x4 SPF No.2 (1)35-8-6 to 44-8-2,Exterior(2E)44-8-2 to 49-6-8 zone; BRACING cantilever left and right exposed;end vertical left and TOP CHORD Structural wood sheathing directly applied or right exposed;C-C for members and forces&MWFRS 2-2-0 oc purlins, except end verticals,and for reactions shown;Lumber DOL=1.60 plate grip 2-0-0 oc puriins(6-0-0 max.):5 6. DOL=1.60 �2) Truss designed for wind loads in the plane of the truss BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: only. For studs exposed to wind(normal to the face), 6-0-0 oc bracing:15-17,12-14. see Standard-Industry Gable End Details as applicable,. WEBS 1 Row at midpt 3 22,520,5 18,6 18, or consult qualified building.designer as per ANSI/TPI 1. 6-17 22,7-20 3) TCLL:ASCE 7-16;Pd=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=a.15);Is=1.0;Rough Cat B; REACTIONS All bearings 3-08.except 24=5-04, Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10,Lu left 22=3-01-08,12=4-08,15=5-08 =25-2-8,Lu right=25-2-8 (lb)-Max Horiz 24=116(LC 10) 4) Unbalanced snow loads have been considered for this Max Uplift All uplift 100(lb)or less atjoint(s) design. 12,24 except 22=-149(LC 12) 5) This truss has been designed for greater of min roof live Max Grav All reactions 250(lb)or less at joint load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on (s)21 except 12=853(LC 20). overhangs non-concurrent with other live loads. 15=2853(LC 20),22=2315(LC 6) All plates are MT20 plates unless otherwise indicated. 19),23=271(LC 5),24=552(LC 1) 7) All plates are 2x4 MT20 unless otherwise indicated. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 8) Gable studs spaced at 2-0-0 oc. (lb)or less except when shown. 9) This truss has been designed for a 10.0 psf bottom �� N E[/�/ TOP CHORD 3-51=16/355,3-52=-1608/123, chord live load nonconcurrent with any other live loads. t 4-52=1433/136,4-53=1323/147, 10)'This truss has been designed for a live load of 20.Opsf �` y 5 53=-1287/171,5 54=1415/175, on the bottom chord in all areas where;a rectangle ,�P 5 M. CAP/T .,o- 6-54=1415/175,6-55=1100/163, 3-06-00 tall by 2-00-00 wide will fit between the bottom 7-55=-1298/145,7-8=0/289,9-56=543/74, chord and any other members,with BCDL=10.Opsf. 10-56=816/57,2-24=503/94, 11)'Provide mechanical connection(by others)of truss to O 10-12=795/101 bearing plate capable of withstanding 100 lb uplift at uJ BOT CHORD 23-24=205/659,22-23=-205/659, joint(s)24,12 except(jt=lb)22=148. 0 21-22=63/856,20-21=63/856, 12)This truss is designed in accordance with the 2018 19-20=0/1410,18-19=0/1410,18-57=0/992, International Residential Code sections R502.11.1 and 17-57=0/992,14-15=0/601,13-14=29/286, R802.10.2 and referenced standard ANSI/fPI 1. F� r0135y 12-13=29/286 13)Graphical pudin representation does not depict the size A,Q P� WEBS 3-22=-2520/100,3-20=0/654,5-20=-467/8, or the orientation of the purlin along the top and/or FESS10 5-18=-408/308,6-18=40/779,6-17=-731/64, bottom chord: 2-22=738/181,7-17=0/1273,7-15=-2294/45, 9-15=823/82,10-14=0/325 06/11/2021 This design is based upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabdcated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type Qty Ply 2 r J Vol Valley 1 1 Job Reference(optional) UFP Site n It,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:tCbEOiTsN,o?hOhNL1?Ye?Fz8Mlh-Gs8HTNk8zxtks5dZnQmgPYZF 9HcpHCR70erQyz7P?r ,4 9-09-12 19-02-05 19-07-08 9-09-12 9-04-09 -O 4x6= 4 20 21 3 5 a oS1 3 7 o m `b 19 22 2 12 8r 2 6 v 1 1 7 0 13 1223 11 2410 9 8 3x4a 3x4= 3x441 19-07-08 Scale=1:47.1 Loading (psf) Spacing 2-00-00 CSI DEFL in (Joe) I/defl L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.30 Hodz(TL) 0.00 7 n/a n/a BCLL 0.0' Code IRC2018lfP12014 Matrix-MS BCDL 10.0 Weight:64 lb FT=20% LUMBER 7) `This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SPF No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SPF No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 SPF No.2 chord and any other members,with BCDL=I O.Opsf. BRACING 8) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 100 lb uplift at 6-0-0 oc purlins. joint(s)1,12,13,10,8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) This truss is designed in accordance with the 2018 bracing. International Residential Code sections R502.11.1 and REACTIONS All bearings 19-07-08. R802.10.2 and referenced standard ANSI/TPI 1. (lb)-Max Hodz 1=1 16(LC 9) LOAD CASE(S) Standard Max Uplift All uplift 100(lb)or less at'joint(s) 1,7,8,10,12,13,18 Max Grav All reactions 250(lb)or less at joint (s)1 except 8=497(LC 19), 10=844(LC 19),11=617(LC 24), 12=861(LC 18),13=456(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. WEBS 4-11=-447/0,3-12=-777/129,2-13=-419/100, 5-10=-769/132,6-8=429/92 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)0-0-6 to 3-0-6,Interior(1)3-0-6 to 6-10-2,Exterior(21R)6-10-2 to 12-10-2,Interior(1) 12-10-2 to 16-7-14,E teiior(2E)16-7-14 to 19-7-14 OF NE►i�Y zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& A S M C'4fAi 0 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; W Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 n I c 3) Unbalanced snow loads have been considered for this design. C9 4) All plates are 2x4 MT20 unless otherwise indicated. �O 10130 5) Gable requires continuous bottom chord bearing. A9 0135 ' 6) This truss has been designed for a 10.0 psf bottom QICESS11 chord live load nonconcurrent with any other live loads. 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and goveming codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. n - Truss - - - - Truss Type Qty Ply - - --- _ - 2' ,J V02 Valley 1 1 Job Reference(optional) UFP Site B 'I,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:LP8cb2UU867Y0ryYbj3tYSz8Mig-Gs8HTNk8zXtks5dZnQmgPYZDi9GHpF2R70erQyz7P?r 8-03-12 1 16-02-05 16-07-08 8-03-12 7-10-09 O 4x6= 3 l 2x4u 2x4u 17 18 2 S1 2 4 A 0 0 21 ,0 't 16 19 $2 15 1 1 20 v 1 JU 5 o_ 0 9 8 76 3x4, 2x4 n 2x4 n ' 3x4= 3x411 2x4u 16-07-08 Scale=1:45.4 Loading (psf) Spacing 2=00-00 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.23 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB. . 0.44 Hodz(TL) -0.01 5 n/a n/a BCLL 0.0 Code IRC20181TP12014 Matrix-MS BCDL ' 10.0 Weight:52lb FT='20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD. 2x4 SPF No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SPF No.2 6) 'This truss has been designed for a live load of 20.Opsf OTHERS 2x4 SPF No.2 on the bottom chord in all areas where a rectangle BRACING 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD Structural wood sheathing directly applied or chord and any other members. 10-0-0 oc pudins. 7) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bearing plate capable of withstanding 100 lb uplift at bracing. joint(s)9,6 except Ot=lb)1=109. All bearings 16 07-08. 8) This truss is designed in accordance with the 2018 REACTIONS-Max aria 1 6-0(LC 10) International Residential Code sections R502.11.1 and (I Max Uplift All uplift 100(lb)or less at joint(s) R802.10.2 and referenced standard ANSIffPI 1. 5,6,9,14 except 1=109(LC 19) LOAD CASE(S) Standard Max Grav All reactions 250(lb)or less at joint (s)1,5,14 except 6=927(LC 19). 8=975(LC 19),9=929(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 1-1 5=-1 1 1/463,15-16=29/467, 2-16=18/583,2-17=01427,3-17=0/558, 3-18=0/634,4-18=0/331,4-21=0/675, 19-21=3/590,19-20=8/467,5-20=17/464 BOT CHORD' 1-9=389/85,8-9=389/45,7-8=-389/45, 6-7=389/45,5-6=389/45 WEBS 3-8=918/0,2-9=789/124,4-6=791/124 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. C-Of NEW y II;Exp B;Enclosed;MWFRS(envelope)exterior zone Q� CA- 0 and C-C Extedor(2E)0-0-6 to 3-0-6,Interior(1)3-0-6 to 5 /p.: 54-2,Exterior(2R)5-4-2 to 114-2,Interior(1)114-2 to Q) 13-7-14,Extedor(2E)13-7-14 to 16-7-14 zone; 0. cantilever left and fight exposed;end vertical left and r- right exposed;C-C for members and forces&MWFRS W for reactions shown;Lumber DOL=1.60 plate grip n DOL=1.60 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum =C? DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; �Q 701355,: Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this ROFJCSS10" design. 4) Gable requires continuous bottom chord bearing. 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing - codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for laterdl support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type City Ply 121 /J V03 Valley 1 1Job Reference(optional) It,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:LPBcb2UU867Y0ryYbj3tYSz8Mjg-GsBHTNk8zXtks5dZnQmgPYZG391KpK?R70erCW7P?r 6-09-12 1 13-02-05 13-07-08 6-09-12 6-04-09 to 4x6= 3 2x4 n c 13 T 1 14 2x4u o v 2 4 `} 12 sr T T 1 5 0 8 7 6 3x4 0 2x4 u 2x4 u 2x4 n 3x4,, 13-07-08 Scale=1:38.6 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.10 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Hodz(TL) 0.00 5 n/a n/a BCLL 0.0' Code IRC20181TP12014 Matrix-MS BCDL 10.0 Weight:41 lb FT=20% LUMBER 7) Provide mechariical connection(by others)of truss to TOP CHORD 2x4 SPF No.2 bearing plate capable of withstanding 100 lb uplift at BOT CHORD 2x4 SPF No.2 joint(s)1,8,6. OTHERS 2x4 SPF No.2 8) This truss is designed in accordance with the 2018 BRACING International Residential Code sections R502.11.1 and TOP CHORD Structural wood sheathing directly applied or R802.10.2 and referenced standard ANSUTPI 1. 6-0-0 oc pudins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 13-07-08. (Ib)-Max Horiz 1=80(LC 8) Max Uplift All uplift 100(lb)or less at joint(s) 1,6,8 Max Grav All reactions 250(lb)or less at joint (s)1,5 except 6=810(LC 19), 7=468(LC 1),8=810(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 2-13=-255/59,4-14=-255/51 WEBS 3.7=389/0,2-8=724/111,4-6=724/111 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24tt;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)0-0-6 to 2-10-2,Interior(1)2-10-2 to 3-10-2,Extedor(2R)3-10-2 to 9-10-2,Interior(1) 9-1 O-2 to 10-7-14,Extedor(2E)10-7-14 to 13-7-14 zone; cantilever left and right exposed;end vertical left and OF N E right exposed;C-C for members and forces 8,MWFRS C 0 for reactions shown;Lumber DOL=1.60 plate grip �P 5 Ap/�. .� DOL=1.60 Pj- 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 W 3) Unbalanced snow loads have been considered for this 1 design. r 4) Gable requires continuous bottom chord bearing. �C?: 5) This truss has been designed for a 10.0 psf bottom '0 10-1356 !� chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf 5S10� on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom 06/11/2021 chord and any other members. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is ` fabricated by a UFP[plant Bracing shown is for lateial support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss - _ -- ---- -Ttpss Type-- - Qty Ply 2 J VO4 Valley 1 1 Job Reference(optional) UFP Site fit,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MTek Industries,Inc.Fri Jun 11 10:13:32 Page:1 ID:LP8cb2UU867Y0ryYbj3tYSz8Mjg-GsBHTNkBzXtks5dZnQmgPYZBn98CpIMR70erQyz7P?r 5-03-12 10-02-05 10-07-08 5-03-12 4-10-09 0 6x6�. 2 c 9 T 1 10 m ui o 1 o " 8r 1 co 1 101 B1 3 d 4 46 0 2x4 n 4x6 o 10-07-08 Scale=1:34.7 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.80 Vert(LL) Na - We 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.74 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Ho6z(TL) 0.01 4 n/a n/a BCLL 0.0' Code IRC2018frP12014 Matrix-MS BCDL 10.0 Weight:29 lb FT=20% LUMBER 6) *This truss has been designed for alive load of 20.Opsf TOP CHORD 2x4 SPF No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SPF No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 SPF No.2 chord and any other members. BRACING 7) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 143 lb uplift at 10-0-0 oc purlins. joint 1,143 lb uplift at joint 3 and 19 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) This truss.is designed in accordance with the 2018. bracing. International Residential Code sections R502.11.1 and REACTIONS (size) 1=10-07-08,(min.2-04), R802.10.2 and referenced standard ANSI/rPl 1.3=10-07-08,(min.2-04), LOAD CASE(S) Standard 4=10-07-08,(min.2-04) Max Horiz 1=62(LC 8) Max Uplift 1=-143(LC 19),3=143(LC 18). 4=-19(LC 12) Max Grav 1=206(LC 18).3=206(LC 19), 4=1355(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 1-9=176/521,2-9=55/746,2-10=55/746, 3-10=-70/521 BOT CHORD 1=4=434/145,3-4=-434/108 WEBS 2-4=1110/150 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph:TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone NE and C-C Exterior(2E)0-0-6 to 3-0-6,Extedor(2R)3-0-6 to 7-7-14,Extedor(2E)7-7-14 to 10-7-14 zone; cantilever left and right exposed;end vertical left and ,`Q` "C right exposed;C-C for members and forces&MWFRS co for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum O I W DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; t Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this C? design. �O ' 7p1355- 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom �'�ESS% " chord live load nonconcurrent with any other live loads. 06/11/2021 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is .fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. r Truss — - Truss Type Ply IUFP JV05 Valley 1 1 Job Reference(optional) A,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc,Fri Jun 11 10:13:32 Page:1 ID:pbLpNV6vPFPd?Xk9Qb64gzBMjf-Gs8HTNk8zXtks5dZnQmgPYZE29CkpLyR70erQyz7P?r 7-07-08 I 3- 9-1 I 7-02-05 I I 3-09-12 3-04-09 �I 5-03 3x4= 2 1 1 1 0 0 8r N N 3 c 1 B1 _ 0 4x4 0 4x4 7-07-08 Scale=1:32.2 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.59 Vert(LL) We - n/a 999• MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.45 Vert(TL) We - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.02 3 n/a n/a BCLL 0.0• Code IRC2018rrP12014 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER 8) This truss is designed in accordance with the 2018 TOP.CHORD 2x4 SPF No.2 International Residential Code sections R502.11.1 and BOT CHORD 2x4 SPF No.2 R802.10.2 and referenced standard ANSIrrPI 1. BRACING LOAD CASE(S) Standard- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=7-07-08,(min.1-08),3=7-07-08, (min.1-08) Max Horiz 1.=43(LC 9) Max Uplift 1=1(LC 12) Max Grav 1=576(LC 18),3=558,(LC 19) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 1-2=894/77,2-3=-457172 BOT CHORD 1-3=62/721 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)0-0-6 to 3-0-6,Extedor(2R)3-0-6 to 4-2-8,Extedor(2E)4-2-8 to 7-2-8 zone;cantilever left and right exposed;end vertical-left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum OF NE DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 �P. .5 CAP/j.. .�. 3)-Unbalanced snow loads have been considered for this CO �92, design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c 6) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle tD 3-06-00.1tall by 2-00-00 wide will fit between the bottom FO 1p'i 355 C`, chord and any other members. - 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 06/11/2021 This design Is based upon parameters shown,and is for an Individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building:Certification is valid only when truss is fabricated by a UFPI planL Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Truss Truss Type City Ply FF1,JL_L Valley 1 1Job Reference(optional) UFP SiteP SE Engineering Run:8.43 S Jan 4 2021 Print 8.430 S Jan 4 2021 MiTek Industries,Inc.Fri Jun 11 10:13;32 Page:1 ID:pbl_pNV6vPFPd?Xk9Qb64gz8Mif-Gs8HTNk8zXtks5dZnQmgPYZLR9HOpLyR7OerQyz7P?r 4-07-08 2-03 12 4-02-05 2-03-12 1-10-09 5-03 3x4= 2 8r m o � 3 c— 1 B7 0 3x4 o 3x4 4-07-OB Scale=1:29.5 Loading (psf) Spacing 2-OD-00 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a n/a 999 MT20 1971144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Hodz(TL) 0.00 3 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix-MP BCDL 10.0 Weight:10 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or — — - 4-7-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=4-07-08,(min.1-08),3=4-07-08, (min.1-08) Max Hodz 1=25(LC 9) Max Uplift 1=1(LC 12) Max Grav 1=317(LC 18),3=300(LC 19) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 t (lb)or less except when shown. TOP CHORD 1-2=462/64 BOT CHORD 1-3=49/367 NOTES 1) Wind:ASCE 7-16;Vult=115mph(3-second gust) Vasd=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16-,Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; Partially Exp.;Ce=r.O;C5=1.00;Ct=1.10 O NFw 3) Unbalanced snow loads have been considered for this design. C yO ,<Q' S MA 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) •This truss has been designed for a live load of 20.Opsf W on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to. Q 7 6 bearing plate capable of withstanding 1 lb uplift at joint iO,Q. ��35 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and 06/1 1/2021 R802.10.2 and referenced standard ANSI/TPI 1. v. 42,D, D E C E 0 W E - OCT 2 7 2021 AS BUILT TOWN OF QUEENSBURY BUILDING&CODES I �