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23D-134 (5) BP-2022-0009 57 HINCKLEY ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 23D-I34-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0009 PERMISSION IS HEREBY GRANTED TO: Project# 2022 SOLAR Contractor: License: Est. Cost: 17585 FREEDOM FOREVER MASS 100253 Const.Class: Exp.Date: 12/01/2023 Use Group: Owner: SCHUMANN THOMAS K& PATRICIA H Lot Size (sq.ft.) Zoning: URB Applicant: FREEDOM FOREVER MASS Applicant Address Phone: Insurance: 68 GOLD ST 413-335-2851 FRWC217374 AGAWAM, MA 01001 ISSUED ON:01/04/2022 TO PERFORM THE FOLLOWING WORK: 15 MODULE ROOF MOUNT SOLAR 5KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: cgl Fees Paid: $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner - - — The Commonwealth of Massachusetts kiE\ Board of Building Regulations and Standards FOR o' Massachusetts State Building Code,780 CMR MUNICIPALITY z-4 / USE o v m Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 -01 1 CI C. Z. One-or Two-Family Dwelling o z w p� This Section For Official Use Only :: o ildin 4K it Number oZ a.- 09 Dat Applied: 6 • � i J� �J o ' , 1��i� /ILosS 7 -- V-2-1 1- (I-20ZZ 'O' \cial(Print Name) Signature Date N SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 57 Hinckley St 23D-134-001 1.1 a Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Residential Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public CI Private 0 _Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Thomas Schumann Florance MA 01062 Name(Print) City,State,ZIP 57 Hinckley ST 413-320-5351 permitsma@freedomforever.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied ❑ Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:Solar Installation Brief Description of Proposed Work': Installing 5KW roof mounted solar. 15 Modules SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 3,517 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ 14,068 ❑Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No.I OCheck Amount: '?}-C Cash Amount: 6. Total Project Cost: $ 17,585 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-110253 12/01/23 Daniel Kelley License Number Expiration Date. Name of CSL Holder List CSL Type(see below) Unrestricted 68 Gold St. No.and Street Type Description Aawa m MA 01001 U Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted 1&2 Family Dwelling City own,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (413) 335-2851 permitsmaafreedomforever.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 198080 3/1 /22 Daniel Kelley/Freedom Forever Massachusetts, LLC HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 68 Gold St. permitsma@freedomforever.com No.and Street Email address Agawam, MA 01001 (413) 335-2851 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes lie No . 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Daniel Kelley to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Daniel Kelley Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Y •V. freedom F0gEVER 12/19/2021 RE: Certification Letter Project Address: Schumann,Patricia 57 Hinckley Street Northampton,MA 01062 Design Codes: 2015 International Building Code 2015 International Residential Code ASCE 7-10 Minimum Design Loads for Associated Criteria for Buildings and Other Structures 2018 NDS-National Design Specification for Wood Construction Site Criteria: Risk Category II Exposure Category B Wind Speed 117 MPH Ground Snow Load 40 PSF To Whom It May Concern, For the project reference above,Freedom Forever has performed an onsite visual inspection of the existing framing systems.All structural evaluation is based off the onsite visual inspection. The existing roof structure has been reviewed for the additional loading due to the installation of PV Solar system.The structural review only applies to the sections of the roof which are directly supporting the PV Solar system. Based on this evaluation,all connections of the PV Solar system to the existing roof have been determined to have adequate structural capacity to support the PV Solar System.Additionally,the existing roof has been determined to have adequate structural capacity to support the installation of the PV Solar System. Sincerely, 0.4-n Taqi Khawaja,PE '�` Structural Engineering Manage/ x i MA PE II 56572 Digitally Signed by Taqi Khawaja Expiration Date:06/30/22 � Dated:12/19/2021 Limits of Scope of Work and Liability The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures,professional engineering and design experience,opinions and judgements.This certification assumes that the existing structure is in overall good condition and was originally constructed in accordance with all applicable codes and standards.All existing connections and structural members visible and not visible are assumed to be in good condition.Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work It is assumed that the existing structure is free of construction flaws and defects.Freedom Forever did not inspect the structure for wood damaging insects.This evaluation is not a home inspection.Where possible Framing,sizes, spacings,and spans noted in this document and in the stamped plans were obtained through visual inspection.If no access to the attic was available,then the framing size,spacings,and span was assumed.Prior to commencement of work,the contractor shall verify the framing sizes,spacings,and spans noted in the stamped plans,calculations,and cert letter(where applicable)and notify the Engineer of Record of any discrepancies prior to starting construction.Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans,calculations,and cert letter(where applicable)and notify the Engineer of Record of any concerns prior to starting construction.This documentation is null and void if any descrepancy between the assumptions made herein and field conditions are found.All PV modules,rocking,and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.If the Engineers calculations exceed the limitation of the PV Modules,racking and mounting equipment provided in manufacturers documentation,then the manufacturers documentation shall supersede this document. Freedom Forever Western MA,LLC 68 Gold St Agawam,MA 01 D01 December 19,2021 Schumann.Patricia Analysis By: IR freedom 57 Hinckley Street Checked By:TK F Ct R E v E R Northampton,MA 01062 Approved By:TK Page 12 I. Roof 1 Properties Design Method ASD Roof Type Structural Capacity Pass Roof Construction Composition Shingle 1 Layers Sheathing Type Plywood Vaulted Yes Roof Pitch 13 deg Array Pitch 13 deg Mean Roof Height 30 ft Parapet Height 0 Normal Wind Depth,B(ft) 50 PV Attachment Type Unirac SFM PV Attachment Spacing(in) 48 in Framing Type Rafter Framing Size 2x6 Rafter Upgrade Not Required Framing Spacing(C-C)(inch) 24 in II. Beam Section Properties Wood Species Spruce Pine Fir Classification No.2 Beam Type Sawn Lumber Beam Depth 5.50 in Beam Width 1.50 in Total Beam Length(ft) 9 ft Maximum Unsupport Length 9 ft Number of Supports 0 Overhang Length(ft) 0 ft PV Start Distance from Ridge 0 ft PV End Distance from Ridge 8.5 ft Modulus of Elasticity E 1,400,000.00 psi Adjusted Modulus of Elasticity E' 1,197,000.00 psi Bending Stress Fb 875.00 ksi Adjusted Bending Stress Fb' 1,203.48 ksi Shear Parallel to Grain Fv 135.00 ksi Adjusted Shear Parallel to Grain, Fv' 104.76 ksi Compression Perpendicular to Grain Fcl 425.00 ksi Adjusted Compression Perp.To Grain Fcl' 284.75 ksi Compression Parallel to Grain Fc 1,150.00 ksi Adjusted Compression Parallel to Grain Fc' 1,012.00 ksi Section Modulus S 9.57 in3 Includes Stiffness of Sheathing Moment of Inertia I 30.27 in° Includes Stiffness of Sheathing EIL 36,236,030.78 1 0.75 0 Freedom Forever Western MA,LLC 68 Gold St Roof 1 Agawam,MA 01001 December 19,2021 Schumann,Patricia Analysis By:IR «* tiree om 57 Hinckley Street Checked By:TK c P. EVER Northampton,MA 01062 Approved By:TK Page 13 III. Load Calculation Dead Loads Roof Dead Load 10.18 psf PV Dead Load(+10%Hardware) 3.12 psf Total Dead Load 13.30 psf Max DL Moment 233.00 lb-ft Max Shear 107.99 lbs Max Axial 166.21 lbs Total Dead Load Deflection 0.07 In Live Loads Roof Live Load 20.00 psf R 1 1.00 R2 1.00 Reduced Live Load 20.00 psf Force(Ibs) Moment(Ib-ft) Normal Roof Live Load at Ridge 0.00 0.00 Normal Roof Live Load at Eave 19.49 170.51 Normal Roof Live Load at Overhang 0.00 0.00 Axial Roof Live Load 4.50 lbs Axial Roof Live Load at Overhang 0.00 lbs Reaction at Wall 18.95 lbs Reaction at Ridge 0.54 lbs Max Lr Moment 0.00 lb-ft Maximum Shear 0.00 lbs Live Load Deflection 0.00 in Snow Loads Ground Snow Load,pg 40.00 psf Flat Roof Snow Load,pf 30.80 psf Sloped Roof Factor,Cs1 1.00 Sloped Roof Snow Load,psi. 30.80 psf Sloped PV Roof Factor,Cs2 0.89 • Sloped Roof PV Snow Load,ps2 30.80 psf Max SL Moment 838.42 lbs Maximum Shear 382.64 lbs Axial Load 181.87 lbs Snow Load Deflection 0.31 in Wind Load Positive Pressure Wind Length Wind Load(PSF) Zone 1(ye=1,ya=0.54) 3.00 16.00 Zone 2e(ye=1,ya=0.54) 3.00 16.00 Zone 2r(ye=1,ya=0.54) 0.00 0.00 PV is not being installed in this Wind Zone Max WL Moment 486.00 lb-ft Max WL Shear 216.00 • lbs Positive Wind Deflection 0.08 In Negative Pressure Wind Length Wind Load Zone 1(ye=1,ya=0.54) 3.00 -22.63 Zone 2e(ye=1,ya=0.54) 3.00 -22.63 Zone 2r(ye=1,ya=0.54) 0.00 0.00 PV is not being installed in this Wind Zone Max WL Moment -687.39 lb-ft Max WL Shear -320.78 lbs Negative Wind Deflection -0.12 in Freedom Forever Western MA,LLC 68 Gold St Roof 1 Agawam,MA 01001 » et December 19,2021 R .M r` Schumann.7 Patricia Aec By: K 57 Hinckley Street Checked By:TK R C R Northampton,MA 01062 Approved By:TK Page 14 IV. Load Combinations ASCE 7-10 Basic Load Combinations Dead Load Roof Live Load Snow Load Wind Load Earthquake Load Cd 1 1 0 0 0 0 0.9 2 1 1 0 0 0 1 3 1 0 1 0 0 1.15 4 - 1 0.75 0 0 0 1 5 1 0 0.75 0 0 1.15 6 1 0 0 0.6 0 1.6 7 1 0 0 0 0.7 1.6 8 1 0.75 0 0.45 0 1.6 9 1 0 0.75 0.45 0 1.6 10 1 0 0.75 0 0.525 1.6 11 0.6 0 0 0.6 0 1.6 12 0.6 0 0 0 0.6 1.6 V.Analysis Load Summary Dead Load Roof Live Load Snow Load Positive Wind Load Negative Wind Load Earthquake Load Bending 233.00 0.00 838.42 486.00 -687.39 0.00 Shear 107.99 0.00 382.64 216.00 -320.78 0.00 Axial 166.21 0.00 181.87 0.00 0.00 0.00 Ultimate Loads Load Combination Bending(lb-ft) Shear(Ibs) Axial(Ibs) 1 233.00 107.99 166.21 2 233.00 107.99 166.21 3 1,071.42 490.62 348.08 4 233.00 107.99 166.21 5 861.81 394.97 302.61 6 524.60 237.59 166.21 7 233.00 107.99 233.00 8 451.70 205.19 166.21 9 1,080.51 492.17 302.61 10 861.81 394.97 302.61 11 431.40 194.39 99.73 12 139.80 64.79 99.73 Applied Stress r Load Combination Bending Stress(psi) Shear Stress(psi) Axial Stress(psi) 1 292.15 19.63 20.15 2 292.15 19.63 20.15 3 1,343.41 89.20 42.19 4 292.15 19.63 20.15 5 1,080.60 71.81 36.68 6 657.77 43.20 20.15 7 292.15 19.63 28.24 8 566.37 37.31 20.15 9 1,354.82 89.48 36.68 10 1,080.60 71.81 36.68 11 540.92 35.34 12.09 12 175.29 11.78 12.09 Allowable Stress Load Combination Bending Stress(psi) Shear Stress(psi) Axial Stress(psi) 1 1,083.13 94.28 910.80 2 1,203.48 104.76 1,012.00 3 1,384.00 120.47 1,163.80 4 1,203.48 104.76 1,012.00 5 1,384.00 120.47 1,163.80 6 1,925.56 167.62 1,619.20 7 1,925.56 167.62 1,619.20 8 1,925.56 167.62 1,619.20 9 1,925.56 167.62 1,619.20 10 1,925.56 167.62 1,619.20 11 1,925.56 167.62 1,619.20 12 1,925.56 167.62 1,619.20 . .K Freedom Forever Western MA.LLC 68 Gold St Roof 1 Agawam,MA 01001 December 19,2021 •! . f reedom Schumann,Patricia Analysis By:IR 57 Hinckley Street Checked By:TK FOREVER Northampton,MA 01062 Approved By:TK Page I5 VI.Serviceability Requirements-Deflection Deflection,IBC Table 16034.3 Dead Load Roof Uve Load Snow Load Wind Load 1 1 1 0 0 2 0 0 1 0 3 0 0 0 1 4 0 1 0 0 Actual Deflection Dead Load Roof Live Load Snow Load Wind Load 1 0.073 0.000 0.000 0.000 2 0.000 0.000 0.312 0.000 3 0.000 0.000 0.000 0.116 4 0.000 0.000 0.000 0.000 Deflection Limits,IBC Table 16034.3 Limit Allowable(in) Actual(in) Deflection Check 1 180 0.6 0.073 12.10% 2 240 0.45 0.312 69.38% 3 240 0.45 0.116 25.81% 4 240 0.45 0.000 0.00% VII. Results Capacity Combined Bending& Load Combination Bending Stress(psi) Shear Stress(psi) Axial Stress(psi) Axial 1 26.97% 20.82% 2.21% 9.49% 2 24.28% 18.74% 1.99% 7.88% 3 97.07% 74.04% 3.63% 97.85% 4 24.28% 18.74% 1.99% 7.88% 5 78.08% 59.61% 3.15% 64.11% 6 34.16% 25.77% 1.24% 12.91% 7 15.17% 11.71% 1.74% 4.05% 8 29.41% 22.26% 1.24% 9.90% 9 70.36% 53.39% 2.27% 51.77% 10 56.12% 42.84% 2.27% 33.76% 11 28.09% 21.09% 0.75% 8.64% 12 9.10% 7.03% 0.75% 1.58% Maximum Bending Capacity 97.07% Maximum Shear Capacity 74.04% Maximum Axial Capacity 3.63% Maximum Combined Stress 97.85% ASD Load Combination 3 Maximum Deflection Limit 69.38% ASD Load Combination 2 vlll.Attachment Check PV Attachment Type Unirac 5FM Hardware Diameter 5/16 in Specific Gravity 0.5 Embedment Depth 2.5 in Attachment Tributary Area 13.02 ft2 Attachment Spacing Limit 72.00 in Attachment Downforce Limit 0.00 inch Spacing Attachment Uplift Limit 0.00 inch Spacing Attachment Downslope Limit 0.00 inch Spacing Lag Withdrawal Limit 573.54 Ibs Roof Zone Downforce(Ibs) Uplift(Ibs) Downslope(Ibs) Zone 1 Forces Per Anchor 430.29 170.44 99.34 Zone 2e Forces Per Anchor 430.29 170.98 99.34 Zone 2r Forces Per Anchor 430.29 20.73 99.34 Withdrawal capacity 29.81% Downforce Capacity 0.00% Uplift Capacity 0.00% Downslope Capacity 0.00% Spacing Check OK Freedom Forever Western MA LLC 68 Gold St Roof 1 Agawam,MA 01001 December 19,2021 freedom Schumann,Patricia Analysis By:IR !. . 57 Hinckley Street Checked By:TK f O R t V E R Northampton,MA 01062 Approved By:TK Page 16 Iv.Panel Check PV Model SEG-6MA-365W Actual(psf) Allowable(psf) Result Panel Positive Pressure-All Zones 30.80 75.19 OK Panel Negative Pressure-Zone 1 22.63 33.42 OK Panel Negative Pressure-Zone 2e 22.63 33.42 OK Panel Negative Pressure-Zone 2r 0.00 33.42 OK V. Results Summary Component Result Rafter Bending Stress OK Rafter Shear Stress OK Roof Check Rafter Axial Stress OK Rafter Combined Stress OK Rafter Deflection OK Lag Withdrawal OK Downforce Capacity OK Attachment Check Uplift Capacity OK Downslope Capacity OK Spacing Check OK Panel Positive Pressure-All Zones OK Panel Check Panel Negative Pressure-Zone 1 OK Panel Negative Pressure-Zone 2e OK Panel Negative Pressure-Zone 2r OK Freedom Forever Western MA,LLC 68 Gold St Roof 1 Agawam,MA 01001 • December 19,2021 Q freedom Schumann,Patricia Analysis By:IR 57 Hinckley Street Checked By:TK F E Northampton, MA 01062 Approved By:TK Page 17 I. Roof 2 Properties Design Method ASD Roof Type Structural Capacity Pass Roof Construction Composition Shingle 1 Layers Sheathing Type Plywood Vaulted Yes Roof Pitch 13 deg Array Pitch 13 deg Mean Roof Height 30 ft Parapet Height 0 Normal Wind Depth,B(ft) 50 PV Attachment Type U nirac SFM PV Attachment Spacing(in) 48 in Framing Type Rafter Framing Size 2x6 Rafter Upgrade Not Required Framing Spacing(C-C)(inch) 24 in II. Beam Section Properties Wood Species Spruce Pine Fir Classification No.2 Beam Type Sawn Lumber Beam Depth 5.50 in Beam Width 1.50 in Maximum Unsupport Length 8 ft Number of Supports 0 Overhang Length(ft) 0 ft PV Start Distance from Ridge 0 ft PV End Distance from Ridge 8 ft Modulus of Elasticity E 1,400,000.00 psi Adjusted Modulus of Elasticity E' 1,197,000.00 psi Bending Stress Fb 875.00 ksi Adjusted Bending Stress Fb' 1,203.48 ksi Shear Parallel to Grain Fv 135.00 ksi Adjusted Shear Parallel to Grain, Fv' 104.76 ksi • Compression Perpendicular to Grain Fcl 425.00 ksi Adjusted Compression Perp.To Grain Fcl' 284.75 ksi Compression Parallel to Grain Fc 1,150.00 ksi Adjusted Compression Parallel to Grain Fc' 1,012.00 ksi Section Modulus S 9.57 in3 Includes Stiffness of Sheathing Moment of Inertia I 30.27 in° Includes Stiffness of Sheathing EIL 36,236,030.78 1 0.75 0 Freedom Forever Western MA, LLC 68 Gold St Roof 2 Agawam,MA 01001 December 19,2021 Schumann,Patricia Analysis By:IR R - 57 Hinckley Street Checked By:TK Northampton, MA 01062 Approved By:TK F PageI8 III. Load Calculation Dead Loads Roof Dead Load 10.18 psf PV Dead Load(+10%Hardware) 3.12 psf Total Dead Load 13.30 psf Max DL Moment 191.98 lb-ft Max Shear 95.99 lbs Max Axial 166.21 lbs Total Dead Load Deflection 0.05 in Live Loads Roof Live Load 20.00 psf R1 1.00 R2 1.00 Reduced Live Load 20.00 psf _ Force(Ibs) Moment(lb-ft) Normal Roof Live Load at Ridge 0.00 0.00 Normal Roof Live Load at Eave 0.00 0.00 Normal Roof Live Load at Overhang 0.00 0.00 Axial Roof Live Load 0.00 lbs Axial Roof Live Load at Overhang 0.00 Ibs Reaction at Wall 0.00 lbs Reaction at Ridge 0.00 lbs Max Lr Moment 0.00 lb-ft Maximum Shear 0.00 lbs Live Load Deflection 0.00 in Snow Loads Ground Snow Load,pg 40.00 psf Flat Roof Snow Load,pf 30.80 psf Sloped Roof Factor,Csl 1.00 Sloped Roof Snow Load,psi 30.80 psf Sloped PV Roof Factor,Cs2 0.89 Sloped Roof PV Snow Load,ps2 30.80 psf Max SL Moment 720.25 Ibs Maximum Shear 360.13 lbs Axial Load 166.28 lbs Snow Load Deflection 0.23 in Wind Load Positive Pressure Wind Length Wind Load(PSF) Zone 1(ye=1,ya=0.55) 2.00 16.00 Zone 2e(ye=1,ya=0.55) 3.00 16.00 Zone 2r(ye=1,ya=0.55) 0.00 0.00 Max WL Moment 384.00 lb-ft Max WL Shear 192.00 lbs Positive Wind Deflection 0.05 in Negative Pressure Wind Length Wind Load Zone 1(ye=1,ya=0.55) 2.00 -23.00 Zone 2e(ye=1,ya=0.55) 3.00 -23.00 • Zone 2r(ye=1,ya=0.55) 0.00 0.00 Max WL Moment -552.03 lb-ft Max WL Shear -276.01 lbs Negative Wind Deflection -0.07 in Freedom Forever Western MA,LLC 68 Gold St Roof 2 Agawam,MA 01001 December 19,2021 Schumann,Patricia Analysis By: IR 57 Hinckley Street Checked By:TK L. Northampton, MA 01062 Approved By:TK Page 19 IV. Load Combinations ASCE 7-10 Basic Load Combinations Dead Load Roof Live Load Snow Load Wind Load Earthquake Load Cd 1 1 0 0 0 0 0.9 2 1 1 0 0 0 1 3 1 0 1 0 0 1.15 4 1 0.75 0 0 0 1 5 1 0 0.75 0 0 1.15 6 1 0 0 0.6 0 1.6 7 1 0 0 0 0.7 1.6 8 1 0.75 0 0.45 0 1.6 9 1 0 0.75 0.45 0 1.6 10 1 0 0.75 0 0.525 1.6 11 0.6 0 0 • 0.6 0 1.6 12 0.6 0 0 0 0.6 1.6 V.Analysis Load Summary Dead Load Roof Live Load Snow Load Positive Wind Load Negative Wind Load Earthquake Load Bending 191.98 0.00 720.25 384.00 -552.03 0.00 Shear 95.99 0.00 360.13 192.00 -276.01 0.00 Axial 166.21 0.00 166.28 0.00 0.00 0.00 Ultimate Loads Load Combination Bending(Ib-ft) Shear(Ibs) Axial(Ibs) 1 191.98 95.99 166.21 2 191.98 95.99 166.21 3 912.24 456.12 332.49 4 191.98 95.99 166.21 5 732.17 366.09 290.92 6 422.38 211.19 166.21 7 191.98 95.99 191.98 8 364.78 182.39 166.21 9 904.97 452.49 290.92 10 732.17 366.09 290.92 11 345.59 172.79 99.73 12 115.19 57.59 99.73 Applied Stress Load Combination Bending Stress(psi) Shear Stress(psi) Axial Stress(psi) 1 20.06 17.45 20.15 2 240.72 17.45 20.15 3 1,143.82 82.93 40.30 4 240.72 17.45 20.15 5 918.05 66.56 35.26 6 529.61 38.40 20.15 7 240.72 17.45 23.27 8 457.39 33.16 20.15 9 1,134.72 82.27 35.26 10 918.05 66.56 35.26 11 433.32 31.42 12.09 12 144.43 10.47 12.09 Allowable Stress Load Combination Bending Stress(psi) Shear Stress(psi) Axial Stress(psi) 1 1,083.13 94.28 910.80 2 1,203.48 104.76 1,012.00 3 1,384.00 120.47 1,163.80 4 1,203.48 104.76 1,012.00 5 1,384.00 120.47 1,163.80 6 1,925.56 167.62 1,619.20 7 1,925.56 167.62 1,619.20 8 1,925.56 167.62 1,619.20 9 1,925.56 167.62 1,619.20 10 1,925.56 167.62 1,619.20 11 1,925.56 167.62 1,619.20 12 1,925.56 167.62 1,619.20 .... . . Freedom Forever Western MA,LLC 68 Gold St Roof 2 Agawam,MA 01001 December 19,2021 Schumann, By: � � ` 57 Hinckley StreetPatricia CheckedAnalysis By:T IR K y Q Northampton, MA 01062 Approved By:TK Page 110 vl. Serviceability Requirements-Deflection Deflection,IBC Table 16034.3 Dead Load Roof Uve Load Snow Load Wind Load 1 1 1 0 0 2 0 0 1 0 3 0 0 0 1 4 0 1 0 0 Actual Deflection Dead Load Roof Live Load Snow Load Wind Load 1 0.045 0.000 0.000 0.000 -2 0.000 0.000 0.229 0.000 3 0.000 0.000 0.000 0.074 4 0.000 0.000 0.000 0.000 Deflection Limits,IBC Table 16034.3 Limit Allowable(in) Actual(in) Deflection Check 1 180 0.533333333 0.045 8.50% 2 240 0.4 0.229 57.25% 3 240 0.4 _ 0.074 18.43% 4 240 0.4 0.000 0.00% vll. Results Capacity Combined Bending& Load Combination Bending Stress(psi) Shear Stress(psi) _ Axial Stress(psi) Axial 1 1.85% 18.51% 2.21% 2.25% 2 20.00% 16.66% 1.99% 5.99% 3 82.65% 68.84% 3.46% 71.77% 4 20.00% 16.66% 1.99% 5.99% 5 66.33% 55.25% _ 3.03% 47.03% 6 27.50% 22.91% 1.24% 8.81% 7 12.50% 10.41% 1.44% 3.00% 8 23.75% 19.78% 1.24% 6.89% 9 58.93% 49.08% 2.18% 36.90% 10 47.68% 39.71% 2.18% 24.91% 11 22.50% 18.74% 0.75% 5.81% 12 7.50% 6.25% 0.75% 1.31% Maximum Bending Capacity 82.65% ASD Load Combination 3 Maximum Shear Capacity 68.84% Maximum Axial Capacity 3.46% Maximum Combined Stress 71.77% Maximum Deflection Limit 57.25% vlll.Attachment Check PV Attachment Type Unirac SFM Hardware Diameter 5/16 in Specific Gravity 0.5 Embedment Depth 2.5 in Attachment Tributary Area 13.02 ft` Attachment Spacing Limit 72.00 in Attachment Downforce Limit 0.00 inch Spacing Attachment Uplift Limit 0.00 inch Spacing Attachment Downslope Limit 0.00 inch Spacing Lag Withdrawal Limit 573.54 Ibs • Roof Zone Downforce(Ibs) Uplift(Ibs) Downslope(Ibs) Zone 1 Forces Per Anchor 430.29 172.91 99.34 Zone 2e Forces Per Anchor 430.29 173.44 99.34 Zone 2r Forces Per Anchor 430.29 20.73 99.34 Withdrawal capacity 30.24% Downforce Capacity 0.00% Uplift Capacity 0.00% Downslope Capacity 0.00% Spacing Check OK Freedom Forever Western MA,LLC 68 Gold St Roof 2 Agawam,MA 01001 December 19,2021 =b- freeclorv'i Schumann,Patricia Analysis By: IR 57 Hinckley Street Checked By:TK F R E R Northampton, MA 01062 Approved By:TK Page 111 IV. Panel Check PV Model SEG-6MA-365W Actual(psf) Allowable(psf) Result Panel Positive Pressure-All Zones 30.80 75.19 OK Panel Negative Pressure-Zone 1 23.00 33.42 OK Panel Negative Pressure-Zone 2e 23.00 33.42 OK Panel Negative Pressure-Zone 2r 0.00 33.42 OK v. Results Summary Component Result Rafter Bending Stress OK Rafter Shear Stress OK Roof Check Rafter Axial Stress OK Rafter Combined Stress OK Rafter Deflection OK Lag Withdrawal OK Downforce Capacity OK Attachment Check Uplift Capacity OK Downslope Capacity _ OK Spacing Check OK Panel Positive Pressure-All Zones _ OK Panel Check Panel Negative Pressure-Zone 1 OK Panel Negative Pressure-Zone 2e OK Panel Negative Pressure-Zone 2r OK -Q.- Freedom Forever Western MA,LLC 68 Gold St Roof 2 Agawam,MA 01001