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