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RC-0716-2021 Office Use Only ADDITION/ALTERATION PERMIT Permit#: —� - ?�OZ APPLICATION Permit Fee:$ 1O1�Q I Town of Czwcaftq 742 Bay Road,Queensbury,NY 12804 Invoice#: At20� P:518-761-8256 www.aueensbury.net r Flood Zone? Y oNeviewed Project Location: V1A10 X VD Q Tax Map ID#: 23Q • 7 — (" Subdivision Name: SEP 2 8 2021 TOWN OF QUEENSBURY PROJECT INFORMATION: BUILDING TYPE: '� Residential Commercial, Proposed Use: ✓ Single-Family _Two-Family _Multi-Family(#of units ) _Townhouse _Business Office _Retail _Industrial/Warehouse —Garage(#of cars ) —Other(describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 31d floor: 3rd floor: Basement(habitable space): 37`I Basement(habitable space): 10.Ito Total sq ft: g t 3 Total sq ft: 2 o ct I Scope of work to be done: Add an addition on the south side of the existing house to make a larger master bedroom as well as allow for an additional bedroom in the basement. Also enlarge the kitchen. Add an addition to the existing north side bedroom to expand that bedroom's size. Replace the existing oil furnace with a new propane furnace. Install new windows in the additions. Spray foam the entire roof(new and existing).New siding, new roofing, and untouched areas will remain as they are. Revised January 2021 Addition/Alteration Application ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of construction:$ ZM •� 2. Source of Heat(circle one):_Gas _Oil ✓lropane _Solar_Other Fireplaces/inserts need a separate Fuel Burning Appliances &Chimney Application 3. Are there any structures not shown on the plot plan? YES L.-NO Explain: 4. Are there any easements on the property? YES ✓NO SITE INFORMATION: • Is this a corner lot? _YES ✓NO • Will the grade be changed as a result of the construction? _YES '-�NO • What is the water source? _PUBLIC i,PRIVATE WELL • 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application,plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: `�a��,As .I CC,4 L t. SIGNATURE: DATE: Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): '000C.LAS MC-(ALL. Mailing Address, C/S/Z: I y S6 Coutxr!1 X1T 20% Nozctk C.1.ee v a%?. (2$5 3 Cell Phone: (5)9 ) 7yu-►yqS Land Line: 51S ) 2S1-3toi 4 Email: IVIcG r+��. ILA F�oNT.+zn.u�r. Ne i Primary Owner(s): Name(s): SZ UA1;Vx * SOON i Z �k0lT N%T 9-6 Mailing Address, C/S/Z: 6 140&wys Commo rV S\ %mGtZLANDS , W Iz%6i Cell Phone: 61� ) 339 •yyS4 Land Line: Email: STy Awy miecosr-XXG fAl) QL 4 OWL - CWVX ❑ 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): MC CAL4. CONSSzUC .rloN _ Contractor Trade: G Erw-e.AL, CONTQ.AcTO 2 Mailing Address, C/S/Z: ILI(6 6 Co•►n►rJ Zt 2(1 Nba-rH Ceervc N;q. 129S.3 Cell Phone: (;:Vie ) 7 `l q- jq 1 S Land Line: 5( 18 ) 291 -3(vl 4 Email: M c C At-L . Ic Q 1172o Nr%:ezWc'C. N e T "Workers' Comp documentation must be submitted with this application" • Architect(s) ngineer( ): Business Name: U Z MAi11 NG�vV�Etz�Ny Contact Name(s): Zt`?N UZrA4vv Mailing Address, C/S/Z: WALuE SN . QA 193 SS Cell Phone: 6 to ) (9S5 - S'@93 Land Line: (D to ) 37-o• z I o 0 Email: Corh Contact Person for Compliance in regards to this project: "Doy61-cis IMc 6aLl- Cell Phone: (51 e ) ?y y- IN 9S Land Line: 618 ) ZSl - 31o1 Cr Email: lracejA I& , MET• Nis Principle Structure Packet Revised January 2021 • Contractor(s): Workers' Comp documentation must be submitted with this application ContactName(s): CQANVj�rLL t)CCAyA-r%w6 XA)L Contractor Trade: C x cAyATi o m Mailing Address, C/S/Z: to---k W OOVQA\ LV- -aD. LAae Gr-ceGe t {�Y. 1 Z 194 s Cell Phone: ( 6'!8 ) t4 7 o - y j 9 R Land Line: 518 ) ?9 3 - o y3l Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): A 1b lQoNoACV- 17;M T tN L Contractor Trade: X"Jo%al N c Mailing Address, C/S/Z: 16 AOL'D E N AuC . G LENS VALLS WY 1Z $C l Cell Phone: 1$ ) 36;.1 - 333N Land Line: ( S1 8 ) `lq,6- 3 ag3 Email: ZNPD Q- A'D %9-oNDALxf- '�M . CDnv\ • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:�_) Land Line: �) Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: Principle Structure Packet Revised January 2021 s' Residential Plan Review: 1- and 2- FarrLily Dwellings Y/N/NA (1 of 2) Two (2)full sets of plans Over 1,500 sq. ft. requires engineering stamp- Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door �.,� 1,© jam Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq. ft. Grade: 5.0 sq. ft. 24" (h)x 20" (w) minimum 44" maximum height above door p. Window control devices 24" or less 2"d story or 72" above grade Egress window from basement 5.0 sq. ft. tc - _ r` � Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method Q_Dvt VU pt V t Driveway length: 300' or more-12' width required/500' or more,turnaround required �1 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 ors d Stairway headr om 6'8 1 stairs 36" width ----- Stair run and rise Z4 Winder run and rise �.1 , Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance 7-.,AV11) 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 ,gam E >%,v QV n vft* Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door and closer 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 Residential Plan Review Revised March 2018 s' I Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) 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 n Note on plans energy saving light bulbs 75% Blower door test agency paperwork Floodplain Permit required —check map: 2 feet above flood elevation Hurricane clips required 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 Chimney rain cap shown for fireplaces pt Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised March 2018 CLTOWN OF O UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan 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) All wells on property and adjacent properties shown VIFo fi�ca )b �� !> - Water line shown Municipal or well 10' separation to any part of system Setback to property lines show 10' or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline b\-\o S�J 5z� �r�c�� R � �c� �v��T ta�cO - ' H\- xl p" Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tan"t",aS1L for 0',Separation required (field verification required) V.zv--kv-�I 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 Seepage pit 150'from well 50'from septic tank OJ 6eepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland distance from bottom of trench or system 24"to bedrock or mottli g�in 1000' of Lake George Leech field 100'from watercourse or wetland Toe 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 C) Department of Health Approval for all mobile home park new systems Flood Plain requirements ' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation Revised 4/15/2021 Generated by REScheck-Web Software Compliance Certificate ®�� Project ROSENBERG FILE Energy Code: 2018 IECC Location: Glens Falls, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,794ft2 REVIEWED FOR Glazing Area 22% Climate Zone: 6 (7635 HDD) ENERGY CODE COMPLIANCE Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 73 KNOX ROAD STEWART ROSENBERG shale miller ASSEMBLY POINT,NEW YORK 73 KNOX RD Miller Designs ASSEMBLY POINT QUEENSBURY, 19 Prospect street NEW YORK WARRENSBURG,New York 12885 15184801054 smiller05@nycap.rr.com Compliance: 0.7%Better Than Code MaximumUA: 305 YourUA: 303 The%Better or Worse Than Code 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter OVER HANG FLOOR closed cell:Flat Ceiling or Scissor Truss 60 45.0 0.0 0.027 0.026 2 2 OVER HANG FLOOR closed cell:Flat Ceiling or Scissor Truss 52 45.0 0.0 0.027 0.026 1 1 Ceiling 8"closed cell:Cathedral Ceiling 1,484 45.0 0.0 0.023 0.026 34 39 Wall rockwool:Wood Frame,16"D.C. 311 23.0 0.0 0.055 0.045 14 12 Window:Metal Frame w/Thermal Break 24 0.280 0.300 7 7 Window Copy:Metal Frame w/Thermal Break 24 0.280 0.300 7 7 Window Copy Copy:Metal Frame w/Thermal Break 7 0.280 0.300 2 2 Wall la rockwool:Wood Frame,16"D.C. 653 23.0 0.0 0.055 0.045 33 27 Window 1:Metal Frame w/Thermal Break 9 0.280 0.300 3 3 Window 1 Copy:Metal Frame w/Thermal Break 9 0.280 0.300 3 3 Window 1 Copy Copy:Metal Frame w/Thermal Break 4 0.280 0.300 1 1 Window 1 Copy Copy Copy:Metal Frame w/Thermal Break 11 0.280 0.300 3 3 Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 1 ofll `,ey,tyns:,arty•,k,::::, Gross Area Cavity Cont. Prop. P Perimeter Window 1 Copy Copy Copy Copy:Metal Frame w/ 1' 280 3 Thermal Break 11 0. flZa;'s Window 1 Copy Copy Copy Copy Copy:Metal Frame w/Thermal Break 4 0.280 ODr/a Wall lb rockwool:Wood Frame,16"o.c. 559 23.0 0.0 0.055 0.045 J I®' 19 Door:Glass Door(over 50%glazing) 40 0.300 0.300 12 12 Window 2:Metal Frame w/Thermal Break 29 0.280 0.300 8 9 Window 2 Copy:Metal Frame w/Thermal Break 26 0.280 0.300 7 8 Window 2 Copy Copy:Metal Frame w/Thermal Break 10 0.280 0.300 3 3 Window 2 Copy Copy Copy:Metal Frame w/Thermal it 0.280 0.300 3 3 Break Window 2 Copy Copy Copy Copy:Metal Frame w/ 29 0.280 0.300 8 9 Thermal Break Wall lc rockwool:Wood Frame,16"o.c. 392 23.0 0.0 0.055 0.045 21 17 Window 3:Metal Frame w/Thermal Break 15 0.280 0.300 4 5 Basement:Solid Concrete or Masonry Wall height:4.0'Depth below grade:0.0' 43 21.0 0.0 0.056 0.050 2 2 Insulation depth:4.0' Basement Copy Copy:Solid Concrete or Masonry Wall height:8.0' 100 21.0 0.0 0.043 0.050 4 5 Depth below grade:7.0' Insulation depth:8.0' Basement Copy Copy Copy:Solid Concrete or Masonry Wall height:8.0' 56 21.0 0.0 0.043 0.050 2 3 Depth below grade:7.0' Insulation depth:8.0' Basement Copy Copy Copy Copy:Solid Concrete or Masonry Wall height:8.0' 52 21.0 0.0 0.043 0.050 2 3 Depth below grade:7.0' Insulation depth:8.0' Basement Copy Copy Copy Copy Copy:Solid Concrete or Masonry Wall height:8.0' 84 21.0 0.0 0.043 0.050 4 4 Depth below grade:7.0' Insulation depth:8.0' Basement Copy:Solid Concrete or Masonry Wall height:8.0' 25 21.0 0.0 0.043 0.050 1 1 Depth below grade:7.0' Insulation depth:8.0' Basement:Solid Concrete or Masonry Wall height:8.0' 435 21.0 0.0 0.043 0.050 19 22 Depth below grade:7.0' Insulation depth:8.0' Basement Copy:Solid Concrete or Masonry Wall height:4.0' 103 21.0 0.0 0.056 0.050 6 5 Depth below grade:0.0' Insulation depth:4.0' Basement KNEEWALL r3 zip R sheathing:Wood Frame Wall height:4.0' 43 21.0 5.0 0.044 0.050 0 0 Depth below grade:0.0' Insulation depth:4.0' Window:Metal Frame w/Thermal Break 19 0.280 0.300 5 6 Window Copy:Metal Frame w/Thermal Break 15 0.280 0.300 4 5 Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 2 of11 Assembly Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window Copy Copy:Metal Frame w/Thermal Break 7 0.280 0.300 2 2 Basement KNEEWALL r3 zip R sheathing:Wood Frame Wall height:4.0' 103 21.0 5.0 0.044 0.050 5 5 Depth below grade:0.0' Insulation depth:4.0' Basement KNEEWALL 2 r3 zip R sheathing:Wood Frame Wall height:4.0' 29 21.0 5.0 0.044 0.050 1 1 Depth below grade:0.0' Insulation depth:4.0' Basement KNEEWALL Copy x r3 zip R sheathing: Wood Frame Wall height:4.0' 116 21.0 5.0 0.044 0.050 1 1 Depth below grade:0.0' Insulation depth:4.0' Door:Glass Door(over 50%glazing) 20 0.300 0.300 6 6 Door Copy:Glass Door(over 50%glazing) 40 0.300 0.300 12 12 Window 1:Metal Frame w/Thermal Break 24 0.280 0.300 7 7 Window 1 Copy:Metal Frame w/Thermal Break 17 0.280 0.300 5 5 Basement KNEEWALL r3 zip R sheathing:Wood Frame Wall height:4.0' 65 21.0 5.0 0.044 0.050 3 3 Depth below grade:0.0' Insulation depth:4.0' Basement KNEEWALL3 r3 zip R sheathing:Wood Frame Wall height:4.0' 52 21.0 5.0 0.044 0.050 1 2 Depth below grade:0.0' Insulation depth:4.0' Window 2:Metal Frame w/Thermal Break 6 0.280 0.300 2 2 Window 2 Copy:Metal Frame w/Thermal Break 6 0.280 0.300 2 2 Window 2 Copy Copy:Metal Frame w/Thermal Break 6 0.280 0.300 2 2 Basement KNEEWALL r3 zip R sheathing:Wood Frame Wall height:4.0' 52 21.0 5.0 0.044 0.050 2 3 Depth below grade:0.0' Insulation depth:4.0' 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 listed in the REScheck Inspection Checklist. Shale Miller Name-Title Signature Date Designer Name-Title Signature Date Project Notes: .111;1IIl;nvat+r+tc;<<;.fl Wood framed basement level walls to have rigid R5 insulaiton Project Title: ROSENBERG Repo' _ }i`hO/03/21 Data filename: Page 3 ofll 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 &Re AD 103.1, ;Construction drawings and j❑Complies 103.2 !documentation demonstrate i!❑Does Not [PR111 lenergy code compliance for the yj (building envelope.Thermal J❑Not Observable ;envelope represented on ❑Not Applicable ,construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 (energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable ty, I Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. l 302.1, Heating and cooling equipment is: Heating: Heating: ;[]Complies 403.7 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR212 on loads calculated per ACCA Cooling: ; Cooling: Manual J or other methods Btu/hr Btu/hr ![]Not Observable approved by the code official. I❑Not Applicable Additional Comments/Assumptions: „as:,ucc:af .,xue, 5 `- !J :1IAIV `s �e 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 4 ofll Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1 ;Conditioned basement wall I R-- R- ❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior: R_ R_ ❑Does Not table for values. insulation is used,verification;may need to occur during UNot Observable ;Insulation Inspection.Not ❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [F05]1 (insulation installed per ❑Does Not v manufacturer's instructions. ❑ { Not Observable i ❑Not Applicable 402.2.9 ;Conditioned basement wall _ft _ft ;❑Complies ;see the Envelope Assemblies [F06]1 insulation depth of burial or j❑Does Not table for values. ;distance from top of wall. �J ;❑Not Observable ❑Not Applicable 303.2.1 JA 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 111Not Applicable 403.9 'Snow-and ice-melting system ❑Complies [F012]2 #controls installed. ❑Does Not ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: s f(1 1t1..11illliyl,, 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 5 ofll Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted 1 U-_ I U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable v , 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not V ;with the NFRC test procedure or taken from the default table.:taken Observable IE]Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies [FR23]1 !Air per manufacturer's ❑Does Not V `instructions. k ❑Not Observable IE]Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies [FR20]1 1is listed and labeled as meeting I❑Does Not V ;AAMA/WDMA/CSA 101/1.5.2/A440 ;or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code []Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. IE]Not Applicable I 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and>= R-6 where<3 inches.Supply and ❑Not Observable I return ducts in other portions of ❑Not Applicable ; the 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 U ;joints/seams compliant with ❑Not Observable I International Mechanical Code or International Residential Code,as E]Not Applicable [applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable 1 IE]Not Applicable 403.3.6(1,!Ducts partially or completely ❑Complies 2) I buried in ceiling insulation have ❑Does Not [FR26]3 ;an insulation R-value not less Ithan R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable above the top of the duct,and f against and below the bottom of ithe duct,is>=than R-19, jexcluding the R-value of the ductt�P'- o. insulation, r ,, ••�m,� 08 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 6 of11 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.3.7 iDucts declared to be within the ❑Complies [FR28]3 (conditioned space are either 1) ❑Does Not J )completely within the continuous `air barrier and within the building []Not Observable thermal envelope,2)buried ❑Not Applicable I jwithin ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope f and the duct leakage is<=1.5 ! cfm/100 square feet of (f conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value,less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R-_ R- ❑Complies [FR17]2 above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to>_R- 3 :❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]I :piping. ❑Does Not v ❑Not Observable ' IE]Not Applicable 403.5.3 Hot water pipes are insulated to I R-_ R-_ ❑Complies [FR18]2 aR-3. ❑Does Not �J ;❑Not Observable I ❑Not Applicable 403.6 lAutomatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' I }❑Not Applicable Additional Comments/Assumptions: �y iF a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 7 ofll Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 IAII installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable IE]Not Applicable 402.1.1. (Wall insulationR-value.If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'h of the ;❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ;❑ Mass :[--]Not Observable requirement applies(FR10). ;❑ Steel ;❑ Steel ;❑Not Applicable I 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ;❑Does Not J❑Not Observable j❑Not Applicable Additional Comments/Assumptions: aty SiA ,"o. J ti Ay 'r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 8 of11 Section Plans Verified Field Verified . # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ;❑ Steel ;❑Not Observable 402.2.6 :❑Not Applicable PPlicable 303.1.1.1, Ceiling insulation installed per iE]Not ❑Complies 303.2 manufacturer's instructions. []Does Not (FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable Applicable 402.2.3 Vented attics with air permeable ❑Complies [F]22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable IE]Not Applicable 402.2.4 Attic access hatch and door R-_ R-_ ;❑Complies IFI311 :insulation aR-value of the ;❑Does Not ;adjacent assembly. QNot 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 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ft2 ;❑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 :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 cfm/100 1 cfm/100 ;❑Complies IFI411 icfm/100 ft2 across the system or ftz 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 [F124]1 by manufacturer at<=2%of ❑Does Not Idesign air flow. ❑Not Observable I { IE]Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 i installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ( ❑Not Observable ;code specifications. k ❑Not Applicable �''.� (}� i •,: 403.1.2 EHeat pump thermostat installed []Complies [F[10]2 $on heat pumps. ❑Does NotA r "v ❑Not Observabl ":a yib y 5 3 IE]NotApplica e.=_ 403.5.1 Circulating service hot water ❑Complies -T [F11112 systems have automatic or ❑Does Not ° 0802� U accessible manual controls. `"`� "z- ❑Not Observab P�� arc rl ❑Not Applicable '"rn„x" 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 9 of11 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 jfans not part of tested and listed ❑Does Not S,HVAC equipment meet efficacy and air flow limits per Table []Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback !control to lower boiler water ❑Not Observable temperature based on outdoor IE]Not Applicable Itemperature. 403.5.1.1 Heated water circulation systems ❑Complies [F[28]2 I have a circulation pump.The ❑Does Not Isystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable )syphon circulation systems are I 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 1 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not I515.Controls automatically I adjust the energy input to the ❑Not Observable I heat tracing to maintain the #❑Not Applicable I desired water temperature in the piping. 403.5.2 !Demand recirculation water [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 f I❑Not Applicable piping to<=1049F. 403.5.4 i Drain water heat recovery units ❑Complies [FI31]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 E individual units connected to three or more showers. 404.1 !90%or more of permanent '❑Complies [FI611 Ifixtures have high efficacy lamps. ❑Does Not I IE]Not Observable I I I❑Not Applicable `'f C •fir' , r;. 404.1.1 Fuel gas lighting systems have ❑Complies r �:.•,A�q [FI2313 no continuous pilot light. ,❑Does Not ❑Not Observable ❑Not Applicab * y+ e 401.3 Compliance certificate posted. ❑Complies [FI7]2 !❑Does Not ❑Not Observabl ❑Not Applicable �u,,, a,. ` ,,,,•." 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 10 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies (FI18]3 !mechanical and water heating ❑Does Not ;systems have been provided. I ❑Not Observable i IE]Not Applicable Additional Comments/Assumptions: St:tiSt[:tk)Pt• tttt .lkl!.' n J ti 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ROSENBERG Report date: 10/03/21 Data filename: Page 11 of11 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 23.00 Below-Grade Wall 21.00 Floor 0.00 Ceiling/Roof 45.00 Ductwork(unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.28 Door 0.30 Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments ttytl;t5:i!':t:I•['FI:JJJt FUE COPY L1FF�tT'ri � (O�1 ~A C INDOOR AIR SYSTEMS' l 0 nz 4 \ -73 KY10% 20 i�SS�vin��`C �a 1A ED Sizing and Selecting a Lifebreath HRV or ERV W c, Step 1:Follow these general guidelines to determine the best HRV or ERV for your application Ls lD =J _P Option 1:Size your Residential unit by Air Exchange(ac/hr) Method LIJ 001 Step 1 Step 2 2400sgft (L x W)with 9' (H) ceiling . ac/hr=(Total Cubic Volume x .35)/60 p C4 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 QfMuiABLE 4.1a 1 2 3 Ir4, 5 Floor Area Sq.ft. W <500 30 38 45 - --11531 60 U 501-1000 45 53 60 68.( 75 Z Q 1001-1500 60 68 75 ) 8311 90 p _I 1501-2000 75 83 90 1 9&1 105 LL0 � 2001-2500 90 98 105 1113 120 2501-3000 105 113 120 128 135 LLJL) �f_00173500 _ 120 — - 128n 135_ _ ____ _____ 1.4 _ 150 .W - 00 135 143 150 158 165 _W 4001-5000 150 159 165 173 180 C > (� 5000-5001 1 165 173 180 188 195 LLJ }- In all cases local and all other codes requirements must be followed 0 Ix Size your Commercial unit—Note it's recommended a mechanical engineer always be consulted. LLJ Z LU 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 I--=-Fit 239.7-1-15 RC-0716-2021 Rosenberg, Bonnie 73 Knox Rd ;, EMS HVAC Load Calculator Res Add 813 s.f., Res Alt 2091 s.f.. jwww.hvacloadcalculator.com Date: Wed Sep 8 Loaded Document: gf info Welcome - GFOIL 2021 07:37am REVIEWED FOR Company Info Client Information Company Name GF HEATING OIL LLC MCCALL CONSTRUCTION Preparer Addressl BRIAN NELSON ROSENBURG HOUSE Phone Address2 (518) 792-2220 1 73 KNOX RD ASSEMBLY POIN Email Address3 brian@gfheatingoil.com Phone (518) 744-1495 E C 1w rE D E SEP 15) 2021 Email OF QUEENSBURY Date IToBUILDIING& CODES 08-Sep-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) 0 Check If Using CeLcius INDOOR OUTDOOR TEMP Front of South DIFF Building is Facing WINTER 90 70 -20 Total 3500 Sq.Ft SUMMER 65 95 Conditioned 30 Area x � r | | ! | / / 2. Summer Humidity ' | ) -~ | ! ! / 40 Grains ! | | Moderately H / | Difference � i � � | ! | � i 3, How Tight is Structure | | � Ver / . / | Winter Summer | ht-over 1500 | | ' | � | Air/Changes/Hr. | ! �___---_—_/ �---------� ! � � . ' | / � | '4. Fir�� [W��D � } � . . � | | Number Evaluation CFW\ ! ! | Tight | | . | 1 | i | ! / � | � | | --------'------- ---' --- ''--�--------' --------------------'--�---- | } ! —'--'----------'— ----- ------�' �------------''--------'--'-------' ` � \ | / ! 5, Number of Occupants � generally equals number ofbedrooms + 1 � ! ' ' | � ! i | ! i / . / � �Overhang Characteristics snz,all mmmememuoecirna|h � ! _ � - -- z=� �r=� / z'~ u a~~� � 3^=.3 o'=-8 ' /r � �� \ | = = ! Lj »^=A 11^='9 � o-~-5 � Example-z ft.o in.=e7fz. i ` 1 � . ` ' ` ! | � � . | | EAST WEST S/SE/SW N/NE/NW i Distance ofOH from top of I ! ! / windovvU\ . | v`/ / ! i Length of (D\ ! � ' - ! /'v 1.6 1.6 ! i ' , | . | } Total linear ft. across top Uf / windows located below � UYe[hDDg ' ---------� -'----'--� --' — --- ---------------- / � | | ! 'Solar GajnThroQ�� B | � , / � | / � | Fl Check this box if using manufacturer specifications and enter the latitude, U-value and | / | ' ' ! | ! SHGC | | i | i | ' Latitude U' SMG[45 � � | . Value / ! / } � | � ! Facing Area(sqf ) Type Glass HTM Unshaded Shaded BTUH � | | | | / North or | 8 | 24.�� 0 46 1 114 | i | unuo»c ~ ' . i Shaded ! ' | � NE/NW | � | 0OO O O 0 | / O! �_ �... / ~... . ~ ~ � � | ' \ South45 40.00 7 ]B 264 SE/SW 0.00 O O U � � . � ' | East � 75.00 48 0 3,600 � | � | 48 Double ! � West —� 750O 1O8 O 8 10O � � DOUbi2 ^^/ ' ` � / r----- | Does glass have reflective No ~'| 1 13'078 | coating? / .=' . . ! � Skylight 0 ^°-" 150 U ! ! . ' / / / ! | ' > . | Total 13,078 Solar ! � Gain � | ' ! � � �� ---------'------�-�-' -' -- �- -- -- - -' - ---- — - - ----------------------- | | | � � !DUCTS OR PIPES | � | ! � Location(Heating) Duct U.00 � | | / Conditioned are Loss � . � | � Location(Cooling) Duct 0.00Conditioned are | Gain / | i | i DU[t/Pipe |D8]lati0l | i | | ' Duct | / | Leakage ' � ! . � ' Area Of Attic Or � � ! ! Floor Where Duct i5 | Located ) ' | ' / | | Attic7e[DpeFOtUn2Uf ` ~ � | / } ducts L------------------/ i ' soca . ' '! attic) | / / i { / '------------- ------� --'-- - -- - - ''�� - - '- ---'--'----------'--'�-- | / �� Calculation | U oO i � ! | ' / ! | � E|enmentsofLoad Area or |nsubatmn/�- U- Meat Heat Latent | | � | ' / Ft value Value Loss Dtuh Btuh i i \ � | Btuh ! | ! Solar Gain from 13'078 � | Glass i | � i | Gross YYaU1602 � ! | ! Glass 209 0.56 10'534 � | | | Skylight O v| 0.00 O | i i Doors 0'40 72 24 ! / insul,atE | | . � ' � i Net Wall 1,391 R-21 0.07 8,137 2,712 i Ceiling 1870� - 1 R-38 Vi 0.03 4,376 2,188 { � i I Floor j I 0.05 0 Q { Over Crawl or 0 { j R-19 Unheated I-- - i Basement Open-Beach y i 0.00 0 0 House Above —' Carport i Slab On Grade - ' r 0 1 No Insul .. 0.80 0 0 enter-linear ft i 1 Infiltration-Enter i 14960 8738 1,440 cubic-ft of ,I building People 920 800 Appliances Enter Value i Sub Total 31,857 20,365 Duct 0 0 1,287 Loss/Gain Total Sensible 31,857 20,365 Load Latent Load 1,187 i i k Total Latent 3,274 Load i i I SUMMARY Heating Load Sensible Cooling Latent Cooling Total Cooling Load *Nominal Tons i 31,857 20,365 3,274 23,639 2.26 OUTDOOR AIR FLOW RATE 65 * 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. ; I i i Summary Including Basement i Heating Load Sensible Cooling Latent Cooling Total Cooling Load Nominal Tons i 50,532 32,363 5,315 37,678 3.60 I � i I Whole House (Block Load) Completed Scroll to top For Additional Options Solar Gain Through Glass O Check if Using Manufacturer specs Latitude 40 U- ! SHGC — Value ' Facing Area(sq ft) Type Glass HTM BTUH North or 14 Double ., 24.00 336 Shaded --- --- — i NE/NW �---- --------- i - --- 0.00 0 � 0 South I 36 i Single 50.00 1,800 ' SE/SW 0 --- 0.00 0 I ' East 75.00 0 �--- — -� 0 Double .,i � . . / / West 75 �� 7/U�O i ' ` ! | Doesp____ haYerefiecL�e coating? ,^ 9'186No '| ' / | � ' ! ! � ! � / | | Total Solar 9'186 . / Gain ! � | � { | | | | �� --- ----- '---'------------- � \ i / | | !Basement Load Calculation | | ! ! � Elements of Area orLin. /nsu\abon/R- U- Heat Heat Gain Latent ! . � Load Ft value Value Loss Btuh Btuh ! / } ! � Btuh ! | / ! ( Solar Gain From 9'186'00 | | i Glass | ! | Gross Wall Above368 � i ! ' Grade | � | ! Glass 144 0.56 7,258 Double . / . . ! ! / � DOO[3 0'OO O 0 ( ! ~/ ' | i i ! ' i ) | � NetYYaii'Above 222 0.04 839 280 . ! ! / Grade ! | � | | i ! | Wall Below Grade 0.03 1'Z96 432 | � � | � Ceiling U.O4 O 0 | | ' � / Floor 0.02 3'672 3,6731700 � | � ! | ' � / Infiltration-Enter 5,81O 1,870 ' cubic4tof ' � ! building / { | i People 230 300 | ! / i � | | ! Appliances ! / | / | ! | ! Total Sensible 18,675 11,998 Load Latent Load 1,541 Total Latent 2,041 Load Basement Summary Heating Load Sensible Cooling Latent Cooling Total Cooling Load *Nominal Tons 18,675 11,998 2,041 13,539 1.33 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 50,532 32,363 +Add-Room Room HeatLoss HeatGain CFM Heat CFM Coot ] Name F---------C-heck-Calculations-When-Completed auto- 18,675 11,998 0 0 basement Totals: 18,675 11,998 0 0 Percent Of Original: 36% 37% i Return Trunk or branch cfm duct air dia� vel� i First section off AH 0 i 1st reduction or branch 0 I 2nd reduction or branch 0 j i 3rd reduction or branch 0 l 4th reduction or branch - —� 5th reduction or branch 1 0 I I Basement supply and return 0 i trunk Room Runs cfm no of outlet duct air i j outlets cfm dia vel i auto-basement I 0 0 1 � � I Duct Sizing Completed i Scroll to top For Additional Options 4 I Equipment selection as per Manual S Instructions: enter load, weather and manufacture's data in white cells j Auto Complete j BTUH i Total Heat Loss 50532 Design Outdoor Indoor -- _; Conditions i Total Heat Gain 37178 -20 70 I Sensible Heat I 32363 95 65 Gain I . , � � ' | � | Latent Heat 4'815 0 Design RH 50%' 63FW8 ! ! | / Gain � � i | ' Sensible/Total 0'07 Attitude . | 344 ' Ratio ' | ! � . | / � | targetcb� T�rnp. 17 Prednnninantk/ � | -'= Predominantly | nS Drop i ! �--- . . | / Manufactures Equipment Specifications ' � Equipment Manufacture[ Model B0H Total Sensible Late | | '- � No output(heating) cooling BTUH BTUH | | BTUH@ | | {)D | / � ! design � | / } | � temp ! � � > / FurnaceRUUD ' | ~~~~~ ! > | Boiler � | / | � Heat Pump b�n� i �J k O � ��r`.� �/ `*\ / or Air L----�- L-__._.-] [----_.-1 i Conditioner i ! / | | | Evaporator \��m`x� ! . ."_ ~�. . ^~ - Coil L-_--_) / i �i[ H�D�[�[ � i | ! '^' ''~^~~ { � ! ' Total O383U.4 ]5O14Z4 3581424 0 � i ! ' ' ! � ' ! Capacity � � / | with | / � | / Attitude | | � Correction ! / | | ! | Selected OVERSIZED OK OK UNDERSIZED | / Equipment � ! Size ' / | � / i | . ! ' | ------' --- -- ' -' -- - -- �--'-- --� -- --�--' ----'---'-___--j ! | / | / ! ' - . ^ . � HeatngCFN\ CooUngCFM External Static | | . / (recommended) Blower | / 1200 1'915 i Available static presure for � | | / Supplemental heat needed for heatduct system pump ' Blower ext. 0 HP capacity i static press Coil press HP capacity @ FO I drop* 17F � | i � . ' ! � | / ! ! ! ! Filter press 0 HP capacity 0press drop supp[ementaL ODDT � heat Grille } ' ! Pressure KW 15 ' | � | ! / ' Drop supplementalOther i | | | � i ! / ! | Other ! i ! | Other ! � ! ) | Available SP 0 ! for ducti | i � ! / FoWipCOeDt Size Limits ' ' i ! | / / | ! Air conditioner-heat Furnace Boiler � | | � � | Pump � / | / ! Cool Climate Heat output output ' . ' � . | | | / Climate | | | / � ! ! ! Maximum Size 42,755 46,472 70'745 70'745 . | | � | | � { / / | Selected OK OK OVERSIZED OVERSIZED Size Energy Cost Analysis Heat Loss 50,531.91 Heating Degree Days 7000 Heat Gain 37,177.86 Cooling Degree Days L500 Summer Design 95 Summer Design Temp 30 Temp Diff Winter Design Temp -20 Winter Design Temp 90 Diff System #1 (Old or less efficient system) Efficiency Fuel Cost Air Conditioning I 0 0 Heating 0 0 0.00 Total annual operating cost of system 1 System #2 (Old or less efficient system) Efficiency Fuel Cost Air Conditioning 0 0 0 Heating 0 0 .00 vj Total annual operating cost of system 1 JOB TITLE McCall Construction Rosenberg Lake Hou r9U Z M A N JOB No. NY1480 SHEET NO. E N E = R I N G CALCULATED BY rob DATE 8/12/21 A: 116 E King Street,Malvern,PA 19355 O CHECKED BY DATE :610.320.2100 CS2018 Ver 2020.11.11 www.struware.com i C cr - -15 RC-0716-2021 � 2021 239.7 1 c?l.�l_.�.NS Rosenberg, Bonnie TOWN OF��•��;BUR 7 �•� 3 Knox Rd BUILDING €,CODES Res Add 813 s.f., Res Alt 2091 s.f. FIL=COPY STRUCTURAL CALCULATIONS FOR McCall Construction Rosenberg Lake House Queensbury, NY The following calculations have been prepared by me or under my direct supervision fit,u jlt L "p3Ptr%"�uorvao"� AU — OCT 3 1 2022 JOB TITLE McCall Construction Rosenberg Lake HousE U-�Z M A N JOB No. NY1480 SHEET NO. EN(� alEERING A: 116 E King Street,Malvern,PA 19355 CALCULATED BY rob DATE 8/12/21 O:610.320.2100 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group= R Residential Risk Category & Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 7.00/12 30.3 deg Building length 50.5 ft Least width 34.0 ft Mean Roof Ht (h) 27.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 17 psf 200 to 600 sf: 20.4-0.017Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 40 psf Partitions N/A Partitions N/A Partitions N/A Partitions N/A JOB TITLE McCall Construction Rosenberg Lake Hou; RIN G JOB No. NY1480 SHEET NO. cNCi't'�IEE A: 116 E King Street,Malvern,PA 19355 CALCULATED BY rob DATE 8/12/21 0:610.320.2100 CHECKED BY_ DATE Wind Loads : ASCE 7- 16 Ultimate Wind Speed 115 mph Nominal Wind Speed 89.1 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.961 Kh case 2 0.961 Type of roof Gable Topographic Factor (Kzt) ]z.17--- Topography Flat Speed-up Hill Height (H) 80.0 ft Half Hill Length(Lh) 100.0 ft �Z� x(upvwnd) dowitiwind) Actual H/Lh = 0.80 Use H/Lh = 0.50 Lh HI2 H Modified Lh = 160.0 ft `' HJ2 ;; From top of crest:x= 50.0 ft .,.<•,:,�,;•^.: ;�,y,al"'' Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K,= 0.000 x/Lh= 0.31 KZ= 0.792 V(z) z/Lh= 0.17 K3= 1.000 Z Speed-up At Mean Roof Ht: VW x(upwind) - x(downwind) Kzt=(1+KlKZK3)^2= 1.00 H12 H Lli Tom' H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 27.0 ft If building h/B>4 then may be flexible and should be investigated. B= 34.0 ft h/B= 0.79 Rigid structure(low rise bldg) /z(0.6h)= 16.2ft G= 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure e= 0.20 34 icy (qj)= 0.0 Hz f = 500 ft Damping ratio((3)= 0 Zmin= 15 ft /b= 0.65 c= 0.20 /a= 0.15 go, 9V= 3.4 Vz= 98.3 LZ= 433.7 ft Nt = 0.00 Q= 0.92 Rn= 0.000 Iz= 0.23 Rh= 28.282 q= 0.000 h= 27.0 ft G= 0.88 use G=0.85 RB= 28.282 rl= 0.000 RL= 28.282 9= 0.000 9R = 0.000 R = 0.000 Gf = 0.000 JOB TITLE McCall Construction Rosenberg Lake House �.� ' J Z M A N JOB No. NY14_8_0_ SHEET NO. E N�'�E E R 1 ht G CALCULATED BY rob DATE 8/1�2/21 A: 116 E King Street,Malvern,PA 19355 0:610.320.2100 CHECKED BY DATE Wind Loads - MWFRS h560'(Low-rise Buildings)except for open buildings Kz=Kh(case 1) = 0.96 Edge Strip (a) = 3.4 ft Base pressure(qh) = 27.6 psf End Zone (2a) = 6.8 ft GCpi= +/-0.18 Zone 2 length = 17.0 ft Wind Pressure Coefficients CASE A CASE B 6=30.3 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.56 0.74 0.38 -0.45 -0.27 -0.63 2 0.21 0.39 0.03 -0.69 -0.51 -0.87 3 -0.43 -0.25 -0.61 -0.37 -0.19 -0.55 4 -0.37 -0.19 -0.55 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 1 -0.29 -0.11 -0.47 1 E 0.69 0.87 0.51 -0.48 -0.30 -0.66 2E 0.27 0.45 0.09 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.48 -0.30 -0.66 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 20.5 10.5 -7.5 -17.4 2 10.8 0.8 -14.1 -24.1 3 -6.9 -16.9 -5.3 -15.2 4 -5.3 -15.2 -7.5 -17.4 5 16.0 6.1 6 -3.0 -13.0 1 E 24.1 14.1 -8.3 -18.2 2E 12.4 2.5 -24.6 -34.6 3E -9.7 -19.6 -9.7 -19.6 4E -8.3 -18.2 -8.3 -18.2 5E 21.8 11.9 6E -6.9 -16.9 Parapet Windward parapet= 0.0 psf (GCpn=+1.5) Windward roof Leeward parapet= 0.0 psf (GCpn=-1.0) overhangs= 19.4 psf (upward)add to windward roof pressure _Horizontal MWFRS Simple Diaphragm Pressures(Psfl WAJUD Transverse direction(normal to L) o EERRxHANG m WINDWARDROOF Interior Zone: Wall 25.7.psf 1 1 ! 1 1 ! 1 1 ! 1 LEEWARD ROOF Roof 17.7 psf VERTICAL End Zone: Wall 32.3 psf g Roof 22.1 psf 6 O !2 or T.o 2 Longitudinal direction(parallel to L) a Interior Zone: Wall 19.1 psf TRANSVERSE ELEVATION End Zone: Wall 28.8 psf M WINDWARDROOF LEEWARD ROOF 1 ! 1 1 1 1 1 1 1 ! VERTICAL z 2 � a x LONGITUDINAL ELEVATION U ZJoB TITLE McCall Construction Rosenberg Lake House E RI N c RiNG JOB No. NY1480 SHEET NO. ---'�- ENGar"h: E A: 116 E King Street,Malvern,PA 19355 CALCULATED BY rob _ DATE 8/12/21 O:610.320.2100 CHECKED BY _ DATE 3 ZOi\TE 2:lessor of 3 6 0.5 B or 2.5 h If 2 is negadve /� 4E 3E . ' 4E 3E �/ 6E '2E 2E l E 5� / 1E CASE A «ENv DIRECTIO-N CASE B R4\GE DMEgsIO RA\GE NOTE: Torsional loads are 25%of zones 1 -6. See code for loading diagram. Exception: One story buildings h<30'and 1 to 2 storybuildings framed with light-frame construction or with flexible diaphragms need not be designed for the torsional load case. ASCE 7-98 & ASCE 7-10 (& later) - MWFRS wind pressure zones 6 Z 4 ZON7 2:Iessor of 0.5Bor2Sh 4 3( �E 3E �2 If 2 is negative 3 ;j 2 6 4E 3E i 2E \ j 9 l +l ?E 11 5 { 5 lE 1 V'I\7DIREC:10\ � «T�D�CIId\ lE Transverse Direction Longitudinal Direction NOTE: Torsional loads are 25% of zones 1 -4. See code for loading diagram. Exception: One story buildings h<30'and 1 to 2 storybuildings framed with light-frame construction or with flexible diaphragms need not be designed for the torsional load case. ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones ` - �M A N JOB TITLE McCall Construction Rosenberg Lake House '1-1::::--91= F F=R I N G JOB NO.NY1480 SHEET NO. A:116 E King Street,Nfalvem,PA 19355 CALCULATED BY rob DATE 8/12/21 O:610.320.2100 CHECKED BY DATE ' Ultimate Wind Pressures Wind Loads-Components &Claddinn : h <_60' Kh(case 2)= 0.96 h= 27.0 ft Base pressure(qh)= 27.6 psf a= 3.4 ft Minimum parapet ht= 0.0 ft GCpi= +/-0.18 Roof Angle(8)= 30.3 deg qi=qh= 27.6 psf Type of roof=Gable Roof Surface Pressure(psf) User input Area 2 sf 10 sf 20 sf 50 sf 100 sf 200 sf 300 sf 500 sf 25 sf 50 sf Negative Zone 1,2e&2r -54.7 -54.7 -46.4 -35.4 -27.1 -27.1 -27.1 -27.1 -43.7 -35.4 Negative Zone 2n,&3r -60.3 -60.3 -53.9 -45.4 -39.0 -32.6 -32.6 -32.6 -51.8 -45.4 Negative Zone 3e -93.4 -73.9 -65.5 -54.4 -46.0 -37.5 -32.6 -32.6 -62.8 -54.4 Positive All Zones 29.9 29.9 26.5 22.1 18.8 18.8 18.8 18.8 25.5 22.1 Overhang Zone 1,2e&2r -71.9 -71.9 -63.6 -52.6 -44.2 -44.2 -44.2 -44.2 -60.9 -52.6 Overhang Zone 2n&3r -77.4 -77.4 -71 -62.6 -56.2 -49.8 -49.8 -49.8 -69.0 -62.6 Overhang Zone 3e 110.6 91 -82.6 -71.5 -63.1 -54.7 -49.8 -49.8 -79.9 -71.5 ver ang pressures in e a e above assume an internal pressure coe icien cpi o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 5 psf) Parapef qp= 0.0 psf burrace Pressure ps User input Solid Parapet Pressure 2 sf 10 sf 100 st 200 St 300 St bUU s s CASE one 2e&2r:'--=. . Zone 2n&3r: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3e: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CASE B: Interior zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 0.0 0.01 1 0.0 Walls GCp+/-GCpi Surface Pressure at h User input Areafl. s s s s s s s s s Negative Zone 4 . Negative Zone 5 -1.23 -1.12 -0.98 -43.7 33.9 31.0 27.1 -43.7 -31.0 Positive Zone 4&5 1.00 0.95 0.88 32.6 27.7 26.3 24.3 32.6 26.3 ANJOB MTLE McCall Construction Rosenberg Lake House F I N G JOB NO.NY1480 SHEET NO. A:116 E King Street,Malvern,PA 19355 CALCULATED BY rob DATE 8/12/21 O:610.320.2100 CHECKED BY DATE Location of C&C Wind Pressure Zones-ASCE 7-16 2a yy. < Q o 0. h.F-F-1 �7 y Q 2 , I 7 1 Q ti y' I I i--- I � 1 I I I I I I I Q 2 1 I O I 2 I 5 I�;y I- I I I i a Q 4 a I — I a I t 5 5 L----J I I L I I R_'LL a L-- oil I 2' I 3Q L 2 J Roofs w/ 0 510' Walls h 5 60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 9 5 7 degrees& Monoslope roofs h>60' Monoslope:5 3 degrees 3°<g s 101 h 5 60'&alt design h<90' h 5 60'&alt design h<90' 2a a m rl I a m �� a _rn a A B G D �----.,---1 a a � r 'r a a= —c--2 '— ` // I I I it \� i I a a I I I I i I I 1 I I —2 3 Q� Q 2 e I O I tir 3 -- ---1 I I 11 QI I ' l ' �i1 I I — � I � (D Q � I 7 I I I I I I I jQ r (DI I I —` -- 2 Q 12 I I I I Monoslope roofs Multispan Gable& Hip 7° < 6 s 27° j 10°<Os30° Gable7`<05 45' 3 —__ ___I h 5 60'&alt design h<90' 2 3 Sawtooth 10*<8 5 45' h 5 60'&alt design h<90' a a / 2 2 3 i 2 2 —3 3 i'+ 2 - 2 i 3 t r" ¢ 1 1i2 2 2i3 b b b Wl W2 W1 W2 W3 W W Stepped roofs 0 5 3° h 5 60'&alt design h<90' JOB TITLE McCall Construction Rosenberg Lake House E E E R 1 h G JOB NO. NY1480 SHEET NO. A:116 E King Street,Malvern,PA 19355 CALCULATED BY rob DATE 8/12/21 O:610.320.2100 CHECKED BY DATE Snow Loads : ASCE 7- 16 Nominal Snow Forces Roof slope = 30.3 deg Horiz.eave to ridge dist(W)= 17.0 ft Roof length parallel to ridge(L)= .50.5 ft Type of Roof Hip and gable w/rafters Ground Snow Load Pg = 60.0 psf Risk Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.1 Pf=0.7*Ce*Ct*I*Pg = 46.2 psf Unobstructed Slippery Surface no Sloped-roof Factor Cs = 0.99 Balanced Snow Load = 45.9 psf Near ground level surface balanced snow load= 60.0 psf Rain on Snow Surcharge Angle 0.34 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 0.0 psf Ps plus rain surcharge = 45.9 psf Minimum Snow Load Pm = 0.0 psf NOTE:Alternate spans of continuous beams shall be loaded with half the design roof snow Uniform Roof Design Snow Load = 45.9 psf load so as to produce the greatest possible effect-see code for loading diagrams and exceptions for gable roofs.. Unbalanced Snow Loads-for Hip&Gable roofs only Required if slope is between 7 on 12= 30.26 deg and 2.38 deg= 2.38 deg Unbalanced snow loads must be applied Windward snow load= 0.0 psf Leeward snow load= 60.0 psf =I*Pg Windward Snow Drifts 1 -Against walls,parapets,etc Up or downwind fetch lu = 12.0 ft Projection height h = 4.5 ft Projection width/length Ip = 15.0 ft Snow density g = 21.8 pcf Balanced snow height hb = 2.11 ft hd = 1.41 ft Surcharge Load he = 2.39 ft /Due to Drilling hc/hb>0.2= 1.1 Therefore,design for drift „ Drift height(hd) = 1.41 ft hC hd pd' Drift width w = 5.63 ft h P '. "" s g. Surcharge load: pd=y*hd= 30.7 psf K Balanced Snow Load Balanced Snow load: = 45.9 psf h ' ' It It 76.6 psf w � Windward Snow Drifts 2-Against walls.parapets,etc Lu Up or downwind fetch lu = 0.0 ft r Projection height h = 0.0 ft Projection width/length Ip = 0.0 ft Note:If bottom of projection is at least 2 feet Snow density g = 21.8 pcf above hb then snow drift is not required. Balanced snow height hb = 2.11 ft hd = 1.41 ft he = -2.11 ft he/hb<0.2= -1.0 Ip<15',drift not req'd Drift height(hc) = 0.00 ft Drift width w = -16.85 ft Surcharge load: pd=y*hd= 0.0 psf Balanced Snow load: = 45.9 psf 45.9 psf Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 0.i0.. • DESCRIPTIO 2x10 RAFTER CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb+ 875 psi E:Modulus of Elasti• Load CombinatiASCE 7-16 Fb- 875 psi Ebend-xx 1400ksi Fc-Prll 1150 psi Eminbend-x 510ksi Wood Species Spruce-Pine-Fir Fc-Perp 425 psi Wood Grade No. 1/No.2 Fv 135 psi Ft 450 psi Density 26.22pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increat D(0.03)Lr(0.04)S(0.0918)W(0.0354) 2x10 Span=12.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, Lr=0.020, S=0.04590, W=0.01770 ksf, Tributary Width=2.0 ft, (ROOF LOAD) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.966 1 Maximum Shear Stress Ratio = 0.446 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 1,229.92psi fv:Actual = 69.20 psi Fb:Allowable = 1,272.91 psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 6.000ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.311 in Ratio= 462>=360 i Max Upward Transient Deflection 0.000 In Ratio= 0<360 Max Downward Total Deflection 0.413 in Ratio= 348> 180 Max Upward Total Deflection 0.000 in Ratio= 0<180 L- - - -- - - Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fib F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.304 0.140 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.54 302.94 996.19 0.16 17.04 121.50 +D+Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.511 0.236 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.26 706.85 1383.59 0.37 39.77 168.75 +D+S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.966 0.446 1.15 1.100 1.00 1.15 1.00 1.00 1.00 2.19 1,229.92 1272.91 0.64 69.20 155.25 +D+0.750Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.438 0.202 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.08 605.87 1383.59 0.32 34.09 168.75 +D+0.750S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.784 0.362 1.15 1.100 1.00 1.15 1.00 1.00 1.00 1.78 998.18 1272.91 0.52 56.16 155.25 +D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.292 0.135 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.92 517.42 1771.00 0.27 29.11 216.00 +D+0.750Lr+0.45OW 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.433 0.200 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.37 766.73 1771.00 0.40 43.14 216.00 Project Title: Engineer: Project ID: Project Descr: Wood Beam i e: 480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build712.20.8.24 #:.KW-06004488 ZEYN LIMAN CONSULTANT DESCRIPTIO WO RAFTER Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.750S+0.450W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.654 0.302 1.60 1.100 1.00 1.15 1.00 1.00 1.00 2.07 1,159.03 1771.00 0.60 65.21 216.00 +0.60D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.224 0.103 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.71 396.24 1771.00 0.21 22.29 216.00 +0.60D 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.103 0.047 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.32- 181.76 1771.00 0.09 10.23 216.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.4127 6.044 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.731 0.731 Overall MINimum 0.212 0.212 D Only 0.180 0.180 +D+Lr 0.420 0.420 +D+S 0.731 0.731 +D+0.750Lr 0.360 0.360 +D+0.750S 0.593 0.593 +D+0.60W 0.307 0.307 +D+0.750Lr+0.450W 0.456 0.456 +D+0.750S+0.450W 0.689 0.689 +0.60D+0.60W 0.235 0.235 +0.60D 0.108 0.108 Lr Only 0.240 0.240 S Only 0.551 0.551 W Only 0.212 0.212 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 1480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06004 • DESCRIPTIO 5 1/4 x 11 1/4 PSL RIDGE BEAM CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb+ 2400 psi E:Modulus of Elasti Load CombinatiASCE 7-16 Fb- 2400 psi Ebend-xx 1800ksi Fc-Prll 2500 psi Eminbend-x 914.88ksi Wood Species iLevel Truss Joist Fc-Perp 425 psi Wood Grade Parallam PSL 1.8E Fv 190 psi Ft 1755psi Density 45.07pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.18)Lr(0.24)S(0.5508)W(0.2124) O 0 8 5.25x11.25 Span=14.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, Lr=0.020, S=0.04590, W=0.01770 ksf, Tributary Width= 12.0 ft, (ROOF LOAD) DESIGN SUMMARY = Maximum Bending Stress Ratio = 0.721: 1 Maximum Shear Stress Ratio = 1 0.530 : 1 Section used for this span 5.25x11.25 Section used for this span 5.25x11.25 i fb:Actual = 1,989.21 psi fv:Actual = 115.70 psi Fb:Allowable = 2,760.00psi Fv:Allowable = 218.50 psi ! Load Combination +D+S Load Combination +D+S Location of maximum on span = 7.000ft Location of maximum on span = 13.080ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.427 in Ratio= 393>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.581 In Ratio= 289>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 J Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.244 0.179 0.90 1.000 1.00 1.00 1.00 1.00 1.00 4.86 526.94 2160.00 1.21 30.65 171.00 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.388 0.285 1.25 1.000 1.00 1.00 1.00 1.00 1.00 10.74 1,164.10 3000.00 2.67 67.71 237.50 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.721 0.530 1.15 1.000 1.00 1.00 1.00 1.00 1.00 18.36 1,989.21 2760.00 4.56 115.70 218.50 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.335 0.246 1.25 1.000 1.00 1.00 1.00 1.00 1.00 9.27 1,004.81 3000.00 2.30 58.45 237.50 +D+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.588 0.432 1.15 1.000 1.00 1.00 1.00 1.00 1.00 14.98 1,623.65 2760.00 3.72 94.44 218.50 +D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.225 0.166 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.99 865.27 3840.00 1.98 50.33 304.00 +D+0.750Lr+0.45OW 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 1480 enerca c.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06004498 ZEYN,UZMAN CONSULTANTU DESCRIPTIO 5 1/4 x 11 1/4 PSL RIDGE BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=14.0 It 1 0.328 0.241 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.61 1,258.56 3840.00 2.88 73.21 304.00 +D+0.750S+0.450W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.489 0.359 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.33 1,877.39 3840.00 4.30 109.20 304.00 +0.60D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.170 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.04 654.50 3840.00 1.50 38.07 304.00 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.0 ft 1 0.082 0.060 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.92 316.17 3840.00 0.72 18.39 304.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.5810 7.051 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.245 5.245 Overall MINimum 1.487 1.487 D Only 1.389 1.389 +D+Lr 3.069 3.069 +D+S 5.245 5.245 +D+0.750Lr 2.649 2.649 +D+0.750S 4.281 4.281 +D+0.60W 2.281 2.281 +D+0.750Lr+0.450W 3.318 3.318 +D+0.750S+0.450W 4.950 4.950 +0.60D+0.60W 1.726 1.726 +0.60D 0.834 0.834 Lr Only 1.680 1.680 S Only 3.856 3.856 W Only 1.487 1.487 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: Y1480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 0.ii • DESCRIPTIO 5 1/4 x 11 1/4 PSL BEAM SUPPORTING EXISTING ROOF SUPPORT BEAM CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasti• Load CombinatiASCE 7-16 Fb- 2,400.0 psi Ebend-xx 1,800.Oksi Fc-Prll 2,500.0 psi Eminbend-x 914.88ksi Wood Species iLevel Truss Joist Fc-Perp 425.0 psi Wood Grade Parallam PSL 1.8E Fv 190.0 psi Ft 1,755.0psi Density 45.070pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(1.65)Lr(2.2)1 (5.05)W(1.947) 5.25x11.25 y L Span=12.0 ft r � Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load: D=1.650, Lr=2.20, S=5.050, W= 1.947 k @ 4.50 ft, (ROOF LOAD) DESIGN SUMMARY • • _ Maximum Bending Stress Ratio = 0.751: 1 Maximum Shear Stress Ratio = 0.498 : 1 Section used for this span 5.25x11.26 Section used for this span 5.25x11.25 fb:Actual = 2,072.76psi fv:Actual = 108.73 psi Fb:Allowable = 2,760.00psi Fv:Allowable = 218.50 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 4.511 ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.259 in Ratio= 555>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.352 in Ratio= 409>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.248 0.167 0.90 1.000 1.00 1.00 1.00 1.00 1.00 4.95 535.96 2160.00 1.13 28.58 171.00 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.402 0.267 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.12 1,205.46 3000.00 2.50 63.50 237.50 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.751 0.498 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.13 2,072.76 2760.00 4.28 108.73 218.50 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.346 0.231 1.25 1.000 1.00 1.00 1.00 1.00 1.00 9.58 1,038.08 3000.00 2.16 54.77 237.50 +D+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.612 0.406 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.58 1,688.56 2760.00 3.49 88.69 218.50 +D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.232 0.155 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.23 891.46 3840.00 1.86 47.12 304.00 +D+0.750Lr+0.45OW 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Project Title: Engineer: Project ID: Project Descr: Wood Beam i e: 4 0 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.0i. • DESCRIPTIO 5 1/4 x 11 1/4 PSL BEAM SUPPORTING EXISTING ROOF SUPPORT BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm CA CL M fb F'b V fv F'v Length=12.0 ft 1 0.340 0.226 1.60 1.000 1.00 1.00 1.00 1.00 1.00 12.04 1,304.71 3840.00 2.70 68.67 304.00 +D+0.750S+0.450W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.509 0.338 1.60 1.000 1.00 1.00 1.00 1.00 1.00 18.04 1,955.19 3840.00 4.04 102.60 304.00 +0.60D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.176 0.117 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.25 677.08 3840.00 1.41 35.69 304.00 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.084 0.056 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.97 321.57 3840.00 0.68 17.15 304.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max.'W'Defl Location in Span +D+S 1 0.3517 5.606 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.298 2.623 Overall MINimum 1.217 0.730 D Only 1.142 0.730 +D+Lr 2.517 1.555 +D+S 4.298 2.623 +D+0.750Lr 2.173 1.348 +D+0.750S 3.509 2.150 +D+0.60W 1.872 1.168 +D+0.750Lr+0.450W 2,721 1.677 +D+0.750S+0.450W 4.057 2.479 +0.60D+0.60W 1.415 0.876 +0.60D 0.685 0.438 Lr Only 1.375 0.825 S Only 3.156 1.894 W Only 1.217 0.730 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.i0•• • LT DESCRIPTIO (2)2x12 RIDGE BEAM CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb+ 875.0 psi E:Modulus of Elasti• Load CombinatiASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,150.0 psi Eminbend-x 510.Oksi Wood Species Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade No. 1/No. 2 Fv 135.0 psi Ft 450.0 psi Density 26.220pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.09)Lr(0.12)S(0.2754)W(0.1062) 2-2x12 Span=10.750 ft Li Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, Lr=0.020, S=0.04590, W=0.01770 ksf, Tributary Width=6.0 ft, (ROOF LOAD) DESIGN SUMMARY 91:111-11 • Maximum Bending Stress Ratio = 0.996. 1 Maximum Shear Stress Ratio = 0.468 : 1 Section used for this span 2-2x12 Section used for this span 2-2x12 fb:Actual = 1,000.93psi fv:Actual = 72.64 psi Fb:Allowable = 1,006.25psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 5.375ft Location of maximum on span = 9.848 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.167 in Ratio= 772>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.222 in Ratio= 582>=180 LMax Upward Total Deflection _ 0.000 in Ratio= 0<180 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFIV C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.313 0.147 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.30 246.53 787.50 0.40 17.89 121.50 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0:00 Length=10.750 ft 1 0.526 0.247 1.25 1.000 1.00 1.00 1.00 1.00 1.00 3.03 575.24 1093.75 0.94 41.74 168.75 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.995 0.468 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.28 1,000.93 1006.25 1.63 72.64 155.25 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.451 0.212 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.60 493.07 1093.75 0.81 35.78 168.75 +D+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.807 0.380 1.15 1.000 1.00 1.00 1.00 1.00 1.00 4.28 812.33 1006.25 1.33 58.95 155.25 +D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.301 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.22 421.08 1400.00 0.69 30.56 216.00 +D+0.750Lr+0.45OW ' 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.446 0.210 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.29 623.98 1400.00 1.02 45.28 216.00 Project Title: Engineer: Project ID: Project Descr: File:NY1480 enerca c.ec6 Wood Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 0.ii• CONSULTANTS DESCRIPTIO (2)2x12 RIDGE BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v +D+0.750S+0.450W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.674 0.317 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.97 943.24 1400.00 1.54 68.45 216.00 +0.60D+0.60W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.230 0.108 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.70 322.47 1400.00 0.53 23.40 216.00 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.750 ft 1 0.106 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.78 147.92 1400.00 0.24 10.73 216.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+°Defl Location in Span +D+S 1 0.2216 5.414 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.964 1.964 Overall MINimum 0.571 0.571 D Only 0.484 0.484 +D+Lr 1.129 1.129 +D+S 1.964 1.964 +D+0.750Lr 0.968 0.968 +D+0.750S 1.594 1.594 +D+0.60W 0.826 0.826 +D+0.750Lr+0.45OW 1.224 1.224 +D+0.750S+0.450W 1.851 1.851 +0.60D+0.60W 0.633 0.633 +0.60D 0.290 0.290 Lr Only 0.645 0.645 S Only 1.480 1.480 W Only 0.571 0.571 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 48 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.ii. CONSUILTANV DESCRIPTIO 2x10 FLOOR JOIST CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis MethoAllowable Stress Design Fb+ 875 psi E:Modulus of Elasti• Load CombinatiASCE 7-16 Fb- 875 psi Ebend-xx 1400ksi Fc-Prll 1150 psi Eminbend-x 510 ksi Wood Species Spruce-Pine-Fir Fc-Perp 425 psi Wood Grade No. 1/No.2 Fv 135 psi Ft 450 psi Density 26.22pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increa; v D(0.01333 1-(0.05332) 2x10 Span=15.250 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load : D=0.010, L=0.040 ksf, Tributary Width= 1.333 ft, (FLOOR LOAD) DESIGN SUMMARY _ • Maximum Bending Stress Ratio = 0.982 1 Maximum Shear Stress Ratio = 0.368 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 1,086.95psi fv:Actual = 49.73 psi Fb:Allowable = 1,106.88psi Fv:Allowable = 135.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.625ft Location of maximum on span = 0.000ft i Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection ! Max Downward Transient Deflection 0.471 In Ratio= 388>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.589 in Ratio= 310>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t C L M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.218 0.082 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.39 217.39 996.19 0.09 9.95 121.50 +D+L 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.982 0.368 1.00 1.160 1.00 1.15 1.00 1.00 1.00 1.94 1,086.95 1106.88 0.46 49.73 135.00 +D+0.750L 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.628 0.236 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.55 869.56 1383.59 0.37 39.78 168.75 +0.60D 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.074 0.028 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.23 130.43 1771.00 0.06 5.97 216.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.5890 7.681 0.0000 0.000 Project Title: Engineer: Project ID: Project Descr: Wood Beam File: 14 0 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 KW-06004489. ZEY UZMAN CONSULTANTS DESCRIPTIO 2x10 FLOOR JOIST Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.508 0.508 Overall MINimum 0.407 0.407 D Only 0.102 0.102 +D+L 0.508 0.508 +D+0.750L 0.407 0.407 +0.60D 0.061 0.061 L Only 0.407 0.407 Project Title: Engineer: Project ID: Project Descr: General Footinge: a c.enerca ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 i.0i• ZEYNU�MANCONSULTAMT- VESCRIPTIC) F1 42"X42"X12" FOOTING Code References Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bead = 1.50 ksf fy: Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec: Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 (P Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings — Footing base depth below soil surface = 0.750 ft Min Steel /o Bending Reinf. — Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min. Overturning Safety Factor = 1.0 : 1 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments&shears Yes when max. length or width is greater than ksf Add Pedestal Wt for Soil Pressure No = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 3.50 ft Length parallel to Z-Z Axis = 3.50 ft Z Footing Thickness = 12.0 in Pedestal dimensions... px:parallel to X-X Axis = in pz:parallel to Z-Z Axis = in Height = in Rebar Centerline to Edge of Concrete... 7 at Bottom of footing = 3.0 in " 0 W Reinforcing Bars parallel to X-X Axis Number of Bars = 5.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 5.0 Reinforcing Bar Size # 4 Check (ACI 15.4.4.2) Bandwidth Distribution Direction Requiring Closer Separatioi n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P: Column Load = 2.50 2.0 2.0 8.0 2.50 k OB : Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k Project Title: Engineer: Project ID: Project Descr: General Footing File: 1480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,BuiId:12.20.8.24 0.ii. DESCRIPTIO F1 42"X42"X12" FOOTING DESIGN SUMMARY - Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.7020 Soil Bearing 1.053 ksf 1.50 ksf +D+0.750L+0.750S+0.450W abol. PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1997 Z Flexure(+X) 2.225 k-ft/ft 11.139 k-ft/ft +1.20D+L+1.60S PASS 0.1997 Z Flexure(-X) 2.225 k-ft/ft 11.139 k-ft/ft +1.20D+L+1.60S PASS 0.1997 X Flexure(+Z) 2.225 k-ft/ft 11.139 k-ft/ft +1.20D+L+1.60S PASS 0.1997 X Flexure(-Z) 2.225 k-ft/ft 11.139 k-ft/ft +1.20D+L+1.60S PASS 0.1821 1-way Shear(+X) 13.656 psi 75.0 psi +1.20D+L+1.60S PASS 0.1821 1-way Shear(-X) 13.656 psi 75.0 psi +1.20D+L+1.60S PASS 0.1821 1-way Shear(+Z) 13.656 psi 75.0 psi +1.20D+L+1.60S PASS 0.1821 1-way Shear(-Z) 13.656 psi 75.0 psi +1.20D+L+1.60S PASS 0.3485 2-way Punching 52.279 psi 150.0 psi +1.20D+L+1.60S Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top, +Z Left,-X Right, +X Ratio X-X, D Only 1.50 n/a 0.0 0.3491 0.3491 n/a n/a 0.233 X-X, +D+L 1.50 n/a 0.0 0.5123 0.5123 n/a n/a 0.342 X-X, +D+Lr 1.50 n/a 0.0 0.5123 0.5123 n/a n/a 0.342 X-X, +D+S 1.50 n/a 0.0 1.002 1.002 n/a n/a 0.668 X-X, +D+0.750Lr+0.750L 1.50 n/a 0.0 0.5940 0.5940 n/a n/a 0.396 X-X, +D+0.750L+0.750S 1.50 n/a 0.0 0.9613 0.9613 n/a n/a 0.641 X-X, +D+0.60W 1.50 n/a 0.0 0.4715 0.4715 n/a n/a 0.314 X-X, +D+0.750Lr+0.750L+0.45W 1.50 n/a 0.0 0.6858 0.6858 n/a n/a 0.457 X-X, +D+0.750L+0.750S+0.450W 1.50 n/a 0.0 1.053 1.053 n/a n/a 0.702 X-X, +0.60D+0.60W 1.50 n/a 0.0 0.3319 0.3319 n/a n/a 0.221 X-X, +0.60D 1.50 n/a 0.0 0.2094 0.2094 n/a n/a 0.140 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.3491 0.3491 0.233 Z-Z, +D+L 1.50 0.0 n/a n/a n/a 0.5123 0.5123 0.342 Z-Z, +D+Lr 1.50 0.0 n/a n/a n/a 0.5123 0.5123 0.342 Z-Z, +D+S 1.50 0.0 n/a n/a n/a 1.002 1.002 0.668 Z-Z, +D+0.750Lr+0.750L 1.50 0.0 n/a n/a n/a 0.5940 0.5940 0.396 Z-Z, +D+0.750L+0.750S 1.50 0.0 n/a n/a n/a 0.9613 0.9613 0.641 Z-Z, +D+0.60W 1.50 0.0 n/a n/a n/a 0.4715 0.4715 0.314 Z-Z, +D+0.750Lr+0.750L+0.450" 1.50 0.0 n/a n/a n/a 0.6858 0.6858 0.457 Z-Z, +D+0.750L+0.750S+0.450W 1.50 0.0 n/a n/a n/a 1.053 1.053 0.702 Z-Z, +0.60D+0.60W 1.50 0.0 n/a n/a n/a 0.3319 0.3319 0.221 Z-Z, +0.60D 1.50 0.0 n/a n/a n/a 0.2094 0.2094 0.140 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Mu Side Tension As Re9,d Gvrn.As Actual As Phi*Mn Flexure Axis&Load Combination k-ft Surface in^2 inA2 inA2 k-ft Status X-X, +1.40D 0.4375 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.40D 0.4375 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK 1 Project Title: Engineer: Project ID: Project Descr: General Footing e:NY1480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 DESCRIPTIO F1 42"X42"X12" FOOTING Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status k-ft Surface in^2 W2 in"2 k-ft X-X, +1.20D+0.50Lr+1.60L 0.90 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+0.50Lr+1.60L 0.90 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60L+0.50S 1.275 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60L+0.50S 1.275 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60Lr+L 1.025 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60Lr+L 1.025 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60Lr+0.50W 0.9313 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60Lr+0.50W 0.9313 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+L+1.60S 2.225 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+L+1.60S 2.225 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60S+0.50W 2.131 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+1.60S+0.50W 2.131 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+0.50Lr+L+W 1.063 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+0.50Lr+L+W 1.063 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+L+0.50S+W 1.438 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+L+0.50S+W 1.438 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +0.90D+W 0.5938 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +0.90D+W 0.5938 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X,+1.20D+L+0.20S 0.8250 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +1.20D+L+0.20S 0.8250 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X, +0.90D 0.2813 +Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK X-X,+0.90D 0.2813 -Z Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.40D 0.4375 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.40D 0.4375 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+0.50Lr+1.60L 0.90 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+0.50Lr+1.60L 0.90 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+1.60L+0.50S 1.275 A, Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+1.60L+0.50S' 1.275 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+1.60Lr+L 1.025 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+L 1.025 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50W 0.9313 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50W 0.9313 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+L+1.60S 2.225. -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+L+1.60S 2.225 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+1.60S+0.50W 2.131 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+1.60S+0.50W 2.131 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+0.50Lr+L+W 1.063 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+0.50Lr+L+W 1.063 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+L+0.50S+W 1.438 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+L+0.50S+W 1.438 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +0.90D+W 0.5938 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +0.90D+W 0.5938 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+L+0.20S 0.8250 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +1.20D+L+0.20S 0.8250 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +0.90D 0.2813 -X Bottom 0.2592 Min Temp% 0.2857 11.139 OK Z-Z, +0.90D 0.2813 +X Bottom 0.2592 Min Temp% 0.2857 11.139 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi"Vn Status +1.40D 2.69 psi 2.69 psi 2.69 psi 2.69 psi 2.69 psi 75.00 psi 0.04 OK +1.20D+0.50Lr+1.60L 5.52 psi 5.52 psi 5.52 psi 5.52 psi 5.52 psi 75.00 psi 0.07 OK +1.20D+1.60L+0.50S 7.83 psi 7.83 psi 7.83 psi 7.83 psi 7.83 psi 75.00 psi 0.10 OK +1.20D+1.60Lr+L 6.29 psi 6.29 psi 6.29 psi 6.29 psi 6.29 psi 75.00 psi 0.08 OK +1.20D+1.60Lr+0.50W 5.72 psi 5.72 psi 5.72 psi 5.72 psi 5.72 psi 75.00 psi 0.08 OK +1.20D+L+1.60S 13.66 psi 13.66 psi 13.66 psi 13.66 psi 13.66 psi 75.00 psi 0.18 OK +1.20D+1.60S+0.50W 13.08 psi 13.08 psi 13.08 psi 13.08 psi 13.08 psi 75.00 psi 0.17 OK +1.20D+0.50Lr+L+W 6.52 psi 6.52 psi 6.52 psi 6.52 psi 6.52 psi 75.00 psi 0.09 OK +1.20D+L+0.50S+W 8.82 psi 8.82 psi 8.82 psi 8.82 psi 8.82 psi 75.00 psi 0.12 OK +0.90D+W 3.64 psi 3.64 psi 3.64 psi 3.64 psi 3.64 psi 75.00 psi 0.05 OK +1.20D+L+0.20S 5.06 psi 5.06 psi 5.06 psi 5.06 psi 5.06 psi 75.00 psi 0.07 OK +0.90D 1.73 psi 1.73 psi 1.73 psi 1.73 psi 1.73 psi 75.00 psi 0.02 OK Project Title: Engineer: Project ID: Project Descr: General FootingFile: 480 enerca c.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 0.i0• e DESCRIPTIO F1 42"X42"X12" FOOTING Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/PhI*Vn Status +1.40D 10.28 psi 150.00psi 0.06853 OK +1.20D+0.50Lr+1.60L 21.15 psi 150.00psi 0.141 OK +1.20D+1.60L+0.50S 29.96 psi 150.00psi 0.1997 OK +1.20D+1.60Lr+L 24.08 psi 150.00psi 0.1606 OK +1.20D+1.60Lr+0.50W 21.88 psi 150.00psi 0.1459 OK +1.20D+L+1.60S 52.28 psi 150.00psi 0.3485 OK +1.20D+1.60S+0.50W 50.08 psi 150.00psi 0.3338 OK +1.20D+0.50Lr+L+W 24.97 psi 150.00psi 0.1664 OK +1.20D+L+0.50S+W 33.78 psi 150.00psi 0.2252 OK +0.90D+W 13.95 psi 150.00psi 0.09301 OK +1.20D+L+0.20S 19.38 psi 150.00psi 0.1292 OK +0.90D 6.61 psi 150.00psi 0.04406 OK R 453 N.7F]EAIl8L ffi7L'ILBIElE'R' TEL: 518-694-0404 FAX: 518-694-0405 ANUA EFFLUENT TREATMENT SYS ANNUAL➢NSPECTION AGREEAYMNT AUG 2 2072 &I OWN OF DUEENSBURY CUSTOMERNAME: f' ta,� ��S�v� BUILDING&CODES MAILING ADDRESS: vfy, P—%&A— ciTy L-dc-', l3 STATE ZIP EMAIL ADDRESS: rb f 4o-� Z3 �mc� ut -Gam. U TREATMENT SYSTEM OCATION IF DIFFERENT FROM MAILING ADDRESS: STREET: kNty*V-O V ,�!) 1 CITY . ' 1 Vl r STATE L(7.rP PHONE NO: � - Customer Signature- im Date: TERMS OF' x RACT: I Year=$375.00+Sales Tax Please complete the contract and remit with payment to Emmons Metro,LLC.or call our office with your Credit Card information. CONTRACT CAN BE EMA LED TO:E1MW0NS1NFO@EA1M0NSPY MP-COM After the contract has been submitted,we will contact you to schedule the inspection. twzA . v� EMMONS METRO, LLC. + '. �::' 453 N.PEARL STREET ~ ALBANY NY 12204 TEL: 518-6 4- 40 _-_ 4 FAQ: 518.694-0405 TOLL FREE:800-540-8228 START-UP REPORT Pump Owner's Name: �2.�`sia�a�i t2c�><6�ttlCS Address:_-15 tuux' 20 ao t_rj�c- Location Of Installation: S-jot- _ [ryr 7 i��Jsl ,tLc�; t Li»E,,� t v 4[�cc:; ,'a�W. Contact Name/Number: _ i?3Ac�� La( t.(T:L-Tr,i c n-l. oLf) ,Z.i 3J-\• (4LjC6LI Pump Make/Model: Q&gjz/4 5cLti7Gc' 1 r,(vtcr7 . rrlbu1Kt w i 6"Llrrik &m.? Serial Number: l bibE gs S2,2 i 2-y-ins,cmt, Svs7&.1 Voltage/Phase: i tv l u301 t Hz:ku Hp:_ Does Impeller Turn Freely By Hand? Yeses No -Condition Of Equipment At Start-Up: Dry Wet f Muddy^ Liquid Being Pumped: _L- (LUCktt Debris In Bottom Of Station? Yes No ✓ Debris Moved In Your Presence? Yes No_Lz- Are Guide Rails Exactly Vertical? Yes No rt/r? Is Base Elbow Installed Level? Yes No Liquid Level Controls: Model: ardatq r,CfdS�J5 S3rZ LOW7AC-L ,i-)VCL Controls Away.From Turbulence? Yes No Operation Check: Floats-Tip All Floats In Proper Sequence. ✓ Transducer-Confirm Level Reading On Screen Matches The Actual Level. If Not Our Level Controls,Describe Type Of Controls: Does Control Operate Correctly? Yes, No Control Panel Model Number: &w) ----9j7 Number Of Pumps Being Operated: Do Protective Devices Comply? Yes, -No Are All Connections Tight? Yes_,,-No Is The Interior Of The Panel Dry? Yes_,_--No Electrical Readings: Condition Of Equipment: Good :/� Fair Poor, Condition Of Cable Jacket: Good_ Fair Poor Resistance Check: Ll—Ground ;/ L2—Ground ,/ L3—Ground ,/ LI—L2.✓ L2—L3 Ll—L3_iZ— Single.Phase(2.Wire): Voltage Supply(Pump Off) LI—L2: i 0 Z3v Voltage Supply(Pump I On) Amperage Draw-(-Fu rp--k-An3-- i9C-1,4 7 014 % % 1•14-17`> LI: L2: `"u+vLG cuY?: ( .artiTcS C-V-ltage Supply(Pump 2 On) LI LG2. �-� Amperage D mp 2 On) Ll: L2: �,,Single Phase(3 Wire): ,voltage Supply(Pump Off) Ll— L2—L3: L3—Li Voltage Supply (Pu•mp 1 On) Ll—L2: L2 L3: L3—LI: Amperage Draw (PumpN.� LI: L2• �L3�— Voltage Supply mp 2 On) LI—L2: L2—L3: L3 Amper Draw(Pump 2 On) \ Ll L2• L3• Three Phase: (tage Supply(Pump Off) LI— • L2—L3: L3 Voltage Supply UMp 1 ®n) Ll—L2: —L3: L3—LI: Amperage Draw(Pump I LI• L2: 3: Voltage Supply( ump 2 On) Ll—L2: L2—L3: L3— A T P -age Draw.(Pump 2 On) ,�Ll: L2• L3• Final Check: Is Pump Seated On Discharge Properly? Yes✓No Any Leaks?.If yes,where? Yes No Do Check Valves Operate Properly? Yes/No Does Station Appear To Operate At Proper Rate? Yes ,/"No Noise Level: Acceptable—.,--Unacceptable Comments: 11 1) (�$�� yy s )rUWA 1_r�at�zIuG. LILLf 72rZcy 2001t. h Ll+i' �adi�i'� C1nt fo� �r Lt�►IL2, Manuals: Has Operator Received Pump Instruction and Parts Manual? Yes ,l No Has Operator Received Control Panel Schematic? Yes �No Has Operator Been Briefed On Warranty? Yes_ / No Date&Time Of,Start Up: �!°t /I:L Present At Start-Up: ( }Engineer's Name: 17-miq 5 ( )Operator's Name: ( X) Contractor's-Name: .C-11 obvt7r LL ( ) Other: 1 /Z S��tr�tl� 12i:siarf�f-12C ��7(�i�t�UU;,�lL1t I Certify This Report To Be Accurate Print Name: i t2ciur ( my,&721 Signature: ' Emmons Metro,LLC. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 New York 146 Clifton Park,NY 12065 Shaping the physical environment (P)518.371.7621 (F)518.371.9540 edplip.com MANZI TO: Town of Queensbury Building & Codes ATTN: Charlie Dyer FROM: Dennis MacElroy AS BUILT ' RE: Rosenberg 0'-( kp-U 2,1 DATE: August 26, 2022 COPIES DESCRIPTION DATE 1 Rosenberg Wastewater System— Preliminary "As- Built' Sketch 8-26-22 Charlie ..... as discussed this is a preliminary 'as-built' sketch for the wastewater system serving the Rosenberg Residence at 73 Know Road. Upon completion of the site work a more complete overall 'as-built' will be submitted for the Town's file. This sketch, along with my previously submitted compliance letter, should suffice for the certification paperwork the Rosenberg's are seeking to satisfy their Warren County grant reimbursement. Thank you for your assistance with that process. Any questions ...... e-mail dmacelro ed II .com or call 518 376-4485 DELIVERED BY: hand COPY TO: Stuart Rosenberg E C E 0 v E�� John O'Brien D AUG 2 6 2022 TOWN OF QUEENSBURY BUILDING&CODES ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping the physical environment Oct) August 8, 2022 Town of Queensbury Building &Codes 742 Bay Road Queensbury, NY 12804 B BUILT Attn: John O'Brien, Director Re: Rosenberg—73 Knox Road Replacement Wastewater System Dear John: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office, reviewed and approved by the Town as associated with the wastewater system application, are as follows: Proposed Site Improvements For The Rosenberg Residence Applicant: Bonnie&Stuart Rosenberg 73 Knox Road Town of Queensbury November 5,2020 • Sheet 4 Site Plan Sheet 5 Wastewater Details During the course of construction I was on the job site to observe key components of the system installation. The field location of the septic tank and SBR reactor tank have been installed in slightly varied locations as the approved design plan. The absorption field has been constructed to the area as required of the design (six bedroom flowrate) but in a slightly modified configuration. I have provided an 'as-built' plan which indicates those locations. All other aspects of the work were constructed as designed and using the materials as specified. The SBR pump system was set up for operation and tested/inspected on July 19th . Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Sincerely, Dennis MacElroy, PE ECE0VL ... .. I Attachment AUG 2 6 2022 I Cc: Bonnie&Stuart Rosenberg TOWN OF QUEENSBURY BUILDING& CODES