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PE Calcs Stamped - Rogovin RebeccaFreedom Forever LLC 43445 Business Park Dr Suite 110 Temecula, CA 92590 Attn.: To Whom It May Concern re job:ROGOVIN, REBECCA 18 WINSLOW AVE, NORTHAMPTON, MA 01062 Design Criteria: Code:2015 IBC w/ 780 CMR ASCE 7-10 Live Load:20 psf Ult Wind Speed:117 mph Exposure Cat:B Ground Snow:40 psf Min Roof Snow:35 Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com 1/11/2021 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Date :1/11/2021 Job Code: ROGOVIN, REBECCA 2 of 6 Roof Properties: Roof Type = Roof Pitch (deg) = Mean Roof Height (ft) = Attachment Trib Width (ft) = Attachment Spacing (ft) = Framing Type = Framing Size = Framing OC Spacing (in.) = Section Thickness, b (in.) = Section Depth, d (in.) = Section Modulus, Sx (in.^3) = Moment of Inertia, Ix (in.^4) = Framing Span (ft) = Deflection Limit D+L (in.) = Deflection Limit S or W (in.) = Attachments Pattern = Framing Upgrade = Sister Size = Wood Species = Wood Fb (psi) = Wood Fv (psi) = Wood E (psi) = CD (Wind) = CD (Snow) = CLS = CM = Ct = CL = Ci = CF = Cfu = Cr = F'b_wind (psi) = F'b_snow (psi) = F'v_wind (psi) = F'v_snow (psi) = M_allowable_wind (lb-ft) = M_allowable_snow (lb-ft) = V_allowable_wind (lbs) = V_allowable_snow (lbs) = E' (psi) = 1139 725 1700000 1700000 1246 582 1584 1008 207 207 1734 810 1977 2281 288 288 1.15 1.15 2751 3174 1.3 1.5 1.00 1.00 1.15 1.15 1.0 1.0 1.6 1.6 1.15 1.15 180 180 1700000 1700000 DF #1 DF #1 1000 1000 Adequate Adequate NA NA 1.07 0.80 Fully Staggered Fully Staggered 8 6 1.6 1.2 7.6 3.1 20.8 5.4 1.5 1.5 5.5 3.5 2x6 2x4 24 24 4 4 Rafter Truss 13 13 1.65 1.65 Metal Metal 12 30 Roof 1 Roof 2 Date :1/11/2021 Job Code: ROGOVIN, REBECCA 3 of 6 Load Calculation: Panels Dead Load (psf) = Roofing Weight (psf) = Decking Weight (psf) = Framing Weight (psf) = Misc. Additional Weight (psf) = Existing Dead Load (psf) = Total Dead Load (psf) = Ground Snow Load, pg (psf) = Min Flat Snow, pf_min (psf) = Min Sloped Snow, ps_min (psf) = Snow Importance Factor, Ic = Exposure Factor, Ce = Thermal Factor, Ct = Flat Roof Snow, pf (psf) = Slope Factore, Cs = Sloped Roof Snow, ps (psf) = Ultimate Wind Speed (mph) = Directionality Factor, kd = Topographic Factor, kzt = Velocity Press Exp Factor, kz = Velocity Pressure, qz (psf) = External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = External Pressure Up, GCp_3 = External Pressure Down, GCp = Design Pressure Up, p_1 (psf) = Design Pressure Up, p_2 (psf) = Design Pressure Up, p_3 (psf) = Design Pressure Down, p (psf) =16.0 17.7 -32.3 -24.0 -51.1 -24.0 0.45 0.85 -17.7 -19.8 -1.55 -1.15 -2.45 -1.15 -0.85 -0.95 0.70 0.70 20.9 20.9 117 0.85 1.0 Roof 1 Roof 2 35 35 Wind Load Calculations: 35 35 1.00 1.00 Roof 1 Roof 2 1.2 1.2 Snow Load Calculations: 40 35 NA 1.0 0.9 5.9 5.6 8.9 8.6 0.9 0.6 1.0 1.0 2.0 2.0 2.0 2.0 Dead Load Calculations: 3.0 Roof 1 Roof 2 Date :1/11/2021 Job Code: ROGOVIN, REBECCA 4 of 6 Hardware Checks: Attachment Type = Allowable Up Force (lbs) = Allowable Down Force (lbs) = Allowable Side Force (lbs) = Applied Uplift Force (lbs) = Uplift DCR = Applied Down Force (lbs) = Down DCR = Applied Lateral Force (lbs) = Lateral DCR = Roof Framing Checks: LC1: D+S Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC2: D+0.6W Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC4: 0.6D+0.6W 0.39 0.32 0.21 0.25 1734 810 1584 1008 678 257 339 257 0.17 0.14 0.09 0.11 1734 810 1584 1008 297 115 148 115 0.56 0.45 0.31 0.36 1246 582 1139 725 352 262 Force Checks: Roof 1 Roof 2 703 262 0.32 0.77 0.57 0.51 52 125 0.55 0.40 245 220 162 162 -116 -85 210 210 431 431 Attachment Checks: Roof 1 Roof 2 S5! Seam Clamp S5! Seam Clamp Date :1/11/2021 Job Code: ROGOVIN, REBECCA 5 of 6 Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC1: D+L Deflection (in.) = Deflection Limit (in.) = Deflection DCR = LC2: S Deflection (in.) = Deflection Limit (in.) = Deflection DCR = LC3: W (Down) Deflection (in.) = Deflection Limit (in.) = Deflection DCR = LC4: W (Up) Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Seismic Check: Wall Weight (psf) = Tributary Wall Area (ft2) = Total Wall Weight (lbs) = Roof Weight (psf) = Roof Area (ft2) = Total Roof Weight (lbs) = Total Existing Weight (lbs) = PV Panel Weight (lbs) = Number of Panels = Total Additional PV Weight (lbs) = Additional PV Weight: 54 28 1525 1200 20400 6 3500 20809 41209 0.03 0.01 Existing Weight: 17 -0.04 -0.01 1.23 0.92 1.23 0.92 0.03 0.01 0.15 0.05 0.04 0.01 0.18 0.04 1.23 0.92 1.84 1.38 0.04 0.01 Deflection Checks (Service Level): Roof 1 Roof 2 0.07 0.02 0.05 0.05 0.03 0.04 1734 810 1584 1008 84 40 42 40 Date :1/11/2021 Job Code: ROGOVIN, REBECCA 6 of 6 (Existing W + Additional W)/(Existing W) =104% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. 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. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. 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. Weight Increase: