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24A-024 (5) 89 RIDGEWOOD TERR COMMONWEALTH OF MASSACHUSETTS BP-2021-1761 Map:Block:Lot:24A-024- 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-2021-1761 PERMISSION IS HEREBY GRANTED TO: Project# Contractor: License: Est.Cost: $11125 073150 Const.Class: Exp.Date: 10/21/2022 Use Group: Owner: VOSS PAUL B& SUSAN E Lot Size(sq.ft.) Zoning: URB Applicant: BERKSHIRE PHOTO VOLTAIC SERVICES Applicant Address Phone: Insurance: 46 HOWLAND AVE ADAMS, MA 01220 ISSUED ON:08/19/2021 TO PERFORM THE FOLLOWING WORK: EXPAND &RETROFIT EXISTING PV SYSTEM 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: I r • >2 3-0 1 • Fees Paid: $ 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner // \,", i<si. s. C The Commonwealth of Massac setts 406 / o' r * ), Board of Building Regulations and .r 6�� Y CIP ITY Massachusetts State Building Code, 781 : o �/ �.•� rti.(i? U Building Permit Application To Construct,Repair,Renovate 51 PL, ' h a evise I ar 2011 One-or Two-Family Dwelling ti MgrFc /��� This Section For Official Use Only 1`10 's Buildin Permit Number: (. )" (7(l Date Applied: CWNfis 8-17-ZiZI Building Official(Print Name) Signature I hate SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers e Rage woad Ttr,a ce 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 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 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Ow Rer'of Record: � / Jusc.i ✓OSS Nai 4m/)1 ' ibt4 0 /06.0 Name(Print) City,State,ZIP No.e9 Ai 4 e.w0001 T.c/ra c�e y/3 32c1 ?y3/ pvoss R smiV6. ¢dc/ d Street V 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) ❑ Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other (,"Specify:jb/.., ?V J .1203 Brief Description of Proposed Work': Sitio,,.,d ,z /gyp/-r i-` _P„ti3 7 2iv A V Sys*ytj 7' /s pia2` i h J c � 47 1„,.. �y e to i ct f /D , 1,t 7,i- ?'LA- r.e ,o"/fed ) /' /rrre e,' /rC74,c SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ Fl /'2 f' 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑Standard City/Town Application Fee 3 O 0 0 — ❑Total Project Cost'(Item 6)x multiplier 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ *-76 Check No.7a07 Check Amount: 6. Total Project Cost: $ /// /2 S ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 073/5- /072 0/2 2 N r/S 7% 4� i2)i y I6�fa 4_ License Number Expiration Da{e Name of CSL Hold -� yg ,` List CSL Type(see below) No.and Street�L (/ l v r- Description Unrestricted(Buildings up to 35,000 cu.ft.) O�S�J�� 2 Restricted 1&2 Family Dwelling City/Town,State,ZIP .A4(r/ e''/p M Masonry e vS��uirG RC Roofing Covering A3 —re,G. WS Window and Siding 86j,Z/../7 /� [ SF Solid Fuel Burning Appliances !+V /13 6 6 5/ 0's2 el ire olovS.coo I Insulation Telephone Email add D Demolition 5.2 Registered Home Improvement Contractor(HIC) l3 / .91c 8J'�✓S ea f Avtz.4,710WWAte&z S 1 n C HIC Registration Number x irati n Date HIC Corgnany Name or HIC Registwit Name do Kd6Cds,[)rive i 09 (bike ODD i/S, Cpyai No.grid ..1,St fee .414 p/2 y ,7 '//3 66 y O/S2 /Email address CiN ,/Towwnn,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 ........f7c. No........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR7 BUILDING PERMIT I,as Owner of the subject property,hereby authorize eh' 7�jp4,/'Y�/6v h,3 r 4 to act on my behalf,in all matters relative to work authorized by this building rt applic on. Pau/ -1 SCISCL4 ✓OSS 4t/9 /2 .202/ Print Owner's Name(Electronic Signature) s,„ Q7/¢ .ke1 „1/47 (�iyt 4 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. Q 73SU fy /2 .Z02/ Print Owner's o thorized Agent 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,fmished 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" i✓b9. City of Northampton Massachusetts 42s! !c,�` DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 rs►jY^ ��� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number r3. is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. C ' ( U l�C�Cc� i�Tc i?2 4• )c, /S a i// The debris will be disposed of in: 4% o/2,zc/)' .�1, LI Location of Facility: c l� Q� >7,S QPVS 6o kaot.i �S- e J,+e . l'G 9 Ai 4o�i�-n s /1,�Q p/2 y 7 The debris will be transported by: Name of Hauler: Q i3V$ Signature of Applicant: C 1, Date: flit/ °2/ 1\ The Commonwealth of Massachusetts Department of Industrial Accidents 9 @ Office of Investigations I Lafayette City Center ./ 2 Avenue de Lafayette, Boston,MA 02111-1750 "� www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individu. Berkshire Photovoltaic Services Inc 5,s 141 ,e 60 Roberts Drive,Suite#109 Address: Bb�`�:°°� North Adams, MA 01247 y Tel:413-664-0152 City/State/Zip: -. Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I 6. El New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers' comp.insurance comp. insurance.* required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *.Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: S'A Fe.i y .LAIA .A'i/ljf'7 Policy#or Self-ins. Lic. #: V IAJC I 0060 25 1 2 3 20/ (A Expiration Date: 2/0//J 2022 Job Site Address: ::20 ci -t-eY 4-Ge ,t City/State/Zip: , J -'47/O ir-vt Attach a copyof the workers'compensation policydeclaration page(showingthe policynumber and expiration date). /<<� P P g P ) Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby(ceerrtify under the ains and enalties of perjury that the information provided above is true and correct. Signature: —" ,._ Date: el/L/2f)62-1 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 3fCih/Town Clerk 4.0 Electrical Inspector 5.DPlumbing Inspector 6.0 Other Contact Person: Phone#: • Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Co nstr0411t >4pAivisor CS-073150 t j5pires: 10/21/2022 • CHRIS DERByKILFOYLE1, 1 3 481 MAGEE RD STAMFORD VT 05352 ' ' • 0�f • } • Commissioner dia8G 8`& • • • .74 WOM/220-/M0eadi, 4Aar.44-arAll,4€14- Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation Registration: 131996 BPVS BERKSHIRE PHOTOVOLTAIC SERVICES INC Expiration: 10/19/2022 60 ROBERTS DRIVE SUITE 109 N.ADAMS, MA 01247 Update Address and Return Card. SCA 1 0 20M-05/17?� .%/te Kviuwrvetty,741r/;/.ii-:i i!-, i0//-, Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 131996 10/19/2022 1000 Washington Street -Suite 710 BPVS BERKSHIRE PHOTOVOLTAIC SERVICES INC Boston,MA 02118 CHRIST OPHER P.DERBYKILFOYLE ?"1✓L "^ �`' 60 ROBERTS DRIVE SUITE 109 Not vali without nature N.ADAMS,MA 01247 Undersecretary Voss Residence �j�BPVS !'11riga /A 5V a,*o � , B..k.h,..Photovoitatc S.,vic.. For: BPVS Paul and Susan Voss Berkshire Photovoltaic Services 69 Ridgewood Terrace 60 Roberts Drive ton MA N.Adams,MA 01247 Northam , Pwww.bpvs.com 01060 —�)c: I �d� Tel:413-664-0152 Preli ' otovoltaic System Proposal Confident' submittal to Customer &permitting authorities only DATE of Proposal: 01-14-2021 BPVS Federal Employer ID#81-2152978.MA DUA#83-98035-0 BPVS hereby submits prices and specifications for the installation of a: 5 kW AC Roof Mount Grid Connect Photovoltaic System for the Voss residence in Northampton,MA. NGRID ACCT.#00889-07000 Meter:3320116 in three stages: 1. As your system representative, deactivate the existing system capacity record with National Grid and Apply for the Interconnection Agreement for a 4.83 kW PV system with a BPVS supplied- SMA SB 5000 Watt Inverter ( Model # SB-5.0 1SP-US-41) to meet current utility regulations for power conditioning equipment and, 2. Complete permitting requirements for the City of Northampton with our Electrical Subcontractor pulling the wire permit and BPVS the Building permit for the complete PV system installation.. Install and commission the SMA Inverter to support the existing array of 8 Sunpower modules. 3. Complete the installation and final Jurisdictional inspections with BPVS and our electrician subcontractor installing the remaining six Sunpower modules stored on site and the seven Fireraptor Rapid System shut down devices for the full array also on site, using an Ecofasten and Iron Ridge flashed and weatherproof roof mounting system supplied by BPVS. BPVS shall also supply miscellaneous electrical components and hardware, stainless steel fasteners, conduit and copper wire, revenue grade metering , system handbook and orientation, all construction related permit and interconnection documentation. and fees and submittals, all labor including that of our electrician subcontractor. See attachment A for design and equipment details and scope of work and Attachment B for Additional Terms & the Payment and Work Schedule. Attachment C is the Warranty and Specification sheets; AttachmentD is the BPVS production estimate table. Attachment E will be the Utility Documentation. All prices include shipping and sales tax as required,and MA solar sales tax exemption documents. For a total(not to exceed)cost of$11,125.00 Proposal pricing expires on 02/15/2021. PROPOSAL: BPVS agrees to provide and install the photovoltaic system specified for the Voss residence. conditional on the National Grid utility acceptance of the associated electric account for renewed interconnection. Section 1&2 can be completed as soon as possible. Installation shall be completed in April or May 2021,weather permitting and upon receipt of materials down payment and/or according to the construction schedule for 2021 for the Voss residence. All work and equipment shall meet or exceed the National Electric Code and State Building codes as interpreted in this jurisdiction as well as manufacturer's technical instructions and guidelines. Equipment manufacturers' warranties are: 10 years on inverter, 10 years on mounts. BPVS warranties installations in full for five years exceeding requirements of Massachusetts General Law c.142A, to include defects in workmanship and waterproofmg. Equipment warranty service is free for five years for BPVS supplied components. BPVS shall not be held liable for acts of God or circumstances beyond our control such as force majeure, shipping and manufacturing delays, utility or regulatory fiat, loss of system service or improper use, operation, maintenance, and alteration of the photovoltaic system as specified in the owners' manual or permitted by Code. For BPVS_ 1 J� date:_01-14-21 BPVS,MA Lic#131996 Christopher Derby Kilfoyle. MA. Lic.#CS73150 Fully Insured:An Original Certificate of Insurance is available from Webber Grinnell Agcy.Northampton,MA and on file with the Northampton Building Inspection Dept.Issues relating to the performance of BPVS under Massachusetts license(s)should be addressed to: Director: Office of Consumer Affairs and Business Regulation,Ten Park Plaza,Suite 5170 Boston,MA 02116 Phone:(617)973-8700 Page 1 of 5 Voss Residence BPVS Acceptance of Proposal: The specifications, prices and conditions above are accepted as are the following terms of payment to BPVS. I understand that this contract can be voided for any reason for a period of three days from the signature date up to the conditional date below and any remaining down payment monies or exchanges will be returned by BPVS. Terms: Signing Down Payment of$ 250.00 to complete Sections 1 and $5000.00 payment upon the start of Section 2 on the Conditional Date, the Utility Authorization To Install & the Permitting Date - TBD and generally two weeks after the signature date below and two weeks before the start of work. $1,000 Balance due upon SMA Inverter readiness to operate (viz. completion of Section 2) or net 15 days upon inverter commissioning. $1000.00 due upon commencement of Section 3 work and final balance due upon the installation of the six modules. Customer Retention of 10% may be held until Jurisdictional an lity a ved inspections are complete. 1.5% monthly interest penalty on overdue balances. /11 171117, Siznature Date' Paul Voss Conditional Date Attachment:A:Equipment&Installation Specifications 4.83 k ti DC-STC System 5kWAC 1 SMA SB-5.0 !SP-US-41 1 Iron Ridge and Eco Fasten Flashed mounting system- 2 Rail Mounted Waterproof Wiring transition Boxes—with conduit in areas subject to abuse run discreetly. Exterior mounted Fire RaptorDisconnect next to existing utility meter and thence to basement area near MAIN Electrical panel. Array to array wiring protection. Misc.PVC and Metal Transition Boxes Electrical components& array Grounding. All labels. Registration of product warranties with hardcopy and digital Custom Owners' Manual and Handbook;all Tax Credit required documentation.All utility documentation and representation for 5 years. a. BPVS pulls Building Permit and assures the Wire Permit is pulled by our subcontractor. BPVS handles all Inspection details and schedules work and appointments in advance with you. Inverter installed on new PV Equipment mounting board in Basement near Main Circuit Breaker Panel with 1%or less voltage drop II Mounts,Rail and Modules installed, PV Source Circuit Installation in conduit possibly across basement from east roof or from south roof depending on fmal 6 module array location. IIICommissioning, Orientation,Warranty Registration and provision of System Handbook and manufacturers' manuals. BPVS Workmanship Warranty Service is attached and posted on our website. A post warranty service plan is available. Attachment B. Work & Payment Schedule: - $250.00 down payment due upon signing and for permit preparation. See above under Acceptance of Proposal for Progress Payment Schedule. Other Terms and Conditions,both parties further agree: The required building permit will be secured by BPVS and posted on site. The required electrical permit will be secured by the BPVS electrical subcontractor and posted with or as part of the building permit on site. BPVS and its subcontractor are solely responsible for conducting the work and constructing the project to meet Page 2 of 5 Voss Residence BPVS or exceed Massachusetts law. BPVS is solely responsible for all permit fees and all payments for all materials and labor including its subcontractors labor under this agreement. A BPVS MA Licensed Construction Supervisor will be on site during all work. The BPVS MA Licensed Construction Supervisor and or the Licensed Electrician subcontractor will meet the jurisdictional inspectors on site as required and schedule inspections. A registered MA Professional Engineer may have to inspect the roof structure and will supply an affidavit for permitting requirements. BPVS will coordinate this and fees for this service are included. Known Utility Interconnection fees or net metering registration fees if any are identified and payment responsibility detailed in this agreement prior to signature.National Grid currently charges $175.00 for simplified interconnections/meter fees included in this quote and paid on your behalf by BPVS. The down payment amount represents a portion of the total costs for special order materials and all fees. The phrase "not to exceed"means the total cost of the system may be lower and that it may not be increased without a written change order signed by both parties and attached to this contract. Potential tasks or details that may involve change orders and extra costs are identified. This contract is executed when both parties have received original signed duplicates. The contract shall include all pages and attachments with the exception of Attachment F. Both parties agree that the Conditional Date may be left blank until"Attachment F"Utility Acceptance of the Interconnection Application and SMART Program (if opted)agreement is received. The customer and/or BPVS may cancel this contract at any time up to the Conditional Date by delivering or sending a signed written notice of cancellation to the other party. The customer,in any disputes with BPVS may seek a remedy through arbitration rather than the court. Attachment C. Specification Sheets and Warranty Data : SMA INVERTER Data Sheet and Warranty Iron Ridge Spec. sheet and Warranty(2 pages) Eco fasten Spec sheet and warranty BPVS Warranty(1 page) Page 3 of 5 Voss House A;we.% In 89 Ridgewood Terrace 1"'i l '"`F 1 �Il ti South Northampton, MA Berkshire Photovoltaic Services Jrivz w4- INN (--_ ,. U+1 11- + cAc)d c z, Drawing Not To Scale Site Map EPVS Customer Sv s CJn Ito S. Berkshire Photovoltaic Services Inc Address: gcv PA dcee,r..c>ea d TceAA 0 60 Roberts Drive,Suite#I09 Phone: 4/ 3 326 f'L!- I ,,,, ,_,,_ North Adams,MA 01247 Tel:413-664-0152 Date: I I/ o f :i-o A l N W E S f i 1� 6/' Ffes3....' ,,,'14/ 0, , /. ,/ 71 l 7 ®® 1 , / 1------,---'-.. 44''s----------------_-- 44 L'4 __ lc r-,`Iv / / 49 — ,t,0 / .., / _____ ' / A. Location of Array. Roof S. 't 1 B. Location of Power Conditioning Unit. ..-- $.'"sEs>,IA/7 C.Location of Utility Revenue Meter. G N EXT rc,u e„ W N w VA L L D. Location of Solar kWH meter. 1., 13�EAis.ir F V411i\ JJtSCQNhJEG?" 1- RAPI) S14 wr2ouJn) SWITCH BPVS Structural Analysis: Voss Voss Residence 89 Ridgewood Terrace Northampton, MA 01060 1)Total Dead Load: Array Dead Load + Roof Dead Load weight per quantity per 100 Weight per component Area (sq. feet) component(Ibs): sq. feet of array: for 100sq.feet of array: A)Module Area: REC PE 17.76 39.6 5.63 222.97 Solarworld SunModule 18.04 46.7 5.54 258.87 X Sunpower P17 22.2 51 4.504 229.7 B) Array Dead Load: Modules: X Sunpower P: 51 4.5 229.70 X Rails XR100 0.68/Iin. foot 40 27.20 (S5! Clamps) 0.3 11.08 3.32 X Quickfeet(Eco Fasten) 0.75 9.42 7.07 X L Feet(Iron Ridge) 0.215 9.42 2.03 X Mid clamps 0.051 9.418 0.48 X End clamps 0.0581 3.324 0.19 X Fireraptor MLPE 0.24 5.54 1.33 ARRAY DEAD LOAD (psf): 2.97 Weight per C) Roof Dead Load: component(psf): x Roofing Material CDX Paper and 1 layer Asphalt : 2.5 x Sheathing(5/8"): 2 x Rafters (2x6" 24" OC= 1.03 psf): 1.03 (Reference ASCE 7-05 table C3-1) ROOF DEAD LOAD psf: 5.53 ARRAY+ROOF DEAD LOAD psf: 8.50 2)Snow Loading: Voss Continued A) Determine Ground Snow Load (pg) for Array's location: Ground Snow Load (Reference 780CMR Eighth Edition,Table 1604.11) (psf): Northampton MA 40 B) Determine Flat Roof Snow Load (pf)for Array's location: (pf)=0.7(ce) (ct) (I) (pg) where: (ce) = Exposure Factor (ce)=.7 Wooded area (ct) =Thermal Factor (ct)=1.0 Unheated space (I)= importance Factor (1)=1.0 Garage Flat Roof Snow Load (pg) =ground snow load (pg)=60 Ref. (table 1604.11 780 CMR) (psf): (pf)=0.7*.7*1*1.0*60 19.6 C) Determine Sloped Roof Snow Load (ps)for Array's location: (ps)= (cs) (pf) where: (cs) = Slope Factor (value found in figure 7.2 of ASCE Section 7) (cs) = 0.95 Sloped Roof Snow Load (psf): 18.62 TOTAL LOAD (array+ roof+ snow) (psf): 27.12 3) Roof structural capacity& maximum horizontal projection calculation: See attached American Wood Council Maximum Span calculator for wood joists and rafters 4)Wind loading Calculation: Voss Continued A) Determine basic wind speed (three second gust) value for array's location (Reference 780CMR Eighth Edition,Table 1604.11, page 79) Northampton, MA 106 mph B) Determine downforce and uplift values for Array's location (Reference ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter6,figure 6-3, pages 42-43)Using basic wind speed for array location and roof pitch, determine psf downforce and uplift values for array location. Downforce: psf for 100sq foot array 12.1 Uplift: psf for 100sq foot array 14.6 C)See Eco Fasten Quickfoot Load Test Report Pullout ratings for individual ecofasten quickfoot with two 1.5" decking screws= 2,312.2 lbs *BPVS uses 3" coated Firestone XHD fasteners in all installations Uplift: Per 100 sq feet of array installation, BPVS will use about 11 quickfeet attachments 11 quickfeet x 2,312.2 lbs per quickfoot= 25,434.2 lbs 25,434.2Ibs/100sq. Feet= 254.342 psf pullout rating 254.342 psf>12.1 psf wind uplift Downforce: 12.1 psf Roof load before wind: 27.12 Total Dead Load, plus wind downforce, 39.22 <70PSF ** Maximum horizontal projection to pass=9'S" Actual horizontal projection =7'.3" Z T rtr. �4ri19D+A ---T • SunPower ' Performance Series P17 ra.c I p✓S SunPower®Performance Series panels are designed to High Performance & Excellent ey deliver consistent performance for many decades in 01 commercial applications. SERIES Increased Energy Production The Performance Series modules deliver more energy due to higher performance in row-to-row shading,enabling closer row spacing and more energy from the same area.The unique parallel circuitry limits shading loss to the shaded area only SPR-P17-350-COM instead of much larger sections of energy loss in conventional panels.' Design lip:When modeling P-Series energy 25 Year Combined Warranty performance be sure to use linear shading losses.For Protect your investment more detailed guidance please visit https://us.sunpower.com/sites/sunpower/files/media- Product Warranty Length l ibrary/manuals/mn-sunpower-p-series-modeling- guide.pdf SunPower P-series Higher Efficiency Conventional Panels The Performance Series design minimizes white space between solar cells,eliminates reflective 0 5 10 15 20 25 Years metal lines on the cells,and lowers electrical resistance between cells,increasing efficiency SunPower provides the best 25 year Combined Power and Product warranty compared to Conventional Commercial Panels.2 in the industry,providing coverage regardless of product defect or power loss. High Reliability Power Warranty Length ,00% Innovative panel design uses flexible and 95% redundant electrical connections between solar 90% cells to deliver enhanced reliability. 85% 80% SunPower Quality 75% 0 5 10 15 20 25 Tested to SunPower's rigorous quality standards, SunPower P-Series Conventional Step Warranty and backed by the industrys best Combined Power and Product Warranty. SunPower's Performance Series is warranted to produce more than 97% power in the first year,then declining by 0.6%per year,ending at 82.6%power after 25 years. SUNP WER i z i I. :X r .� a�Ml��/rr�r.r�r��� 0 .err -� SunPower-Performance Series j P17 ANNIMM Electrical Data, SEC' Model SPR-P17-350-CO SPR-P17-345-COM .PR-P17-340-COM SPR-P17-335-COM SPR-P17-330-COM Nominal Power(Pnom) 350 W 345 W 340 W 335 W 330 W Power Tolerance +5/-0% +5/-0% +5/-0% +5/-0% +5/-0% Efficiency 17.0% 16.7% 16.5% 16.2% 16.0% Rated Voltage(Vmpp) 43.1 V 42.8 V 42.5 V 42.2 V 41.9 V Rated Current(Impp) 8.12 A 8.06 A 8.00 A 7.94 A 7.88 A Open-Circuit Voltage(Voc) 51.7 V 51.5 V 51.3 V 51.1 V 50.9 V Short-Circuit Current(Isc) 8.65 A 8.57 A 8.52 A 8.51 A 8.47 A Power Temp.Coef. -0.37%/°C Voltage Temp.Coef. -175.8 mV/°C -175.1 mV/°C -174.4 mV 1°C -173.7 mV/°C -173.1 mV/°C Current Temp.Coef. 3.6 mA/°C Maximum System Voltage 1000 V UL&1000 V IEC Maximum Series Fuse 15 A Operating Condition And Vechanical Data -ests And Certifications Temperature -40°F to+185°F(-40°C to i 85°C) Standard Tests' UL1703(Type 2 Fire Rating),IEC 61215,IEC Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) 61730 Appearance Class B Quality Certs ISO 9001:2008,ISO 14001:2004 Solar Cells Multicrystalline cells EHS Compliance OHSAS 18001:2007,PV Cycle Tempered Glass High-transmission tempered anti-reflective Ammonia Test IEC 62716 Junction Box IP-65,23.6 in(600 mm)cables/MC4 compatible Desert Test 10.1109/PVSC.2013.6744437 Weight 5 Salt Spray Test IEC 61701 (maximum severity) Wind:50 psf,2400 Pa,245 kg/m2 front&back PID Test Potential-Induced Degradation free:1000 V Max.Load Snow:112 psf,5400 Pa,550 kg/m2 front Available Listings UL,CEC,TUV,FSEC Frame tip 2.3;tve1 c„oJ« .dt.lkil16 f $0v o w 4- w i 1+J kcyct5 REFERENCES: 2067mm 46mm 1 Actual results depend on module orientation and time of day.Independent I [81.4 in] 1 7 i 11 8in1 Shade Study by CFV Laboratory. n 2 Compared to a Conventional Commercial Panel(310 W,16%efficient, )A' FRAME PROFILE approx.1.93 m2). 998 mm 3 Measured at Standard Test Conditions(STC):irradiance of 1000 W/m2,AM [39.31n) I 46mm 1.5,and cell temperature 25°C. (A) i 8;n) 4 Type 2 fire rating per UL1703:2013,Class C fire rating per UL1703:2002 and 0 IEC 61730. ' '_. IC) ICI(A)CABLE LENGTH:600 mm F20/-10 mm[23.6 in.0.8/-0A in] (B)STACKING PINS 4X398 mm(B) (C)LONG SIDE:32 mm[1.3 n) [15.7 in) SHORT SIDE:22 mm 10.9 n] Read safety and installation instructions before using this product. sunpowelr.COm Document#516031 Rev H/ETR US ©December 201 Power Corporation.Ail rights reserved.SUNPOWER and the SUNPOWER logo are registered J V 1 ``II P w E R trademarks of Scn1'ov.er Corporation in the U.S.and other counts Les.Specifications included in this datasheet are subrect to change without notice. ooa EcoFasten. For Installers. By Installers. 111 QUIK ,.‘ _ FOOT VERSATILE FLASHED BASE PLATE Composition Shingle, QuikFoot includes a base plate and uses two Natural Slate, self-drilling attachment points for optimum uplift ROOF TYPE Synthetic Slate and pullout value. When paired with an EcoFasten compression bracket, the QuikFoot flashing •��•creates a watertight seal that will maintain the Rail-based, ���� Rail-less roof's integrity. RACKING FEATURES & BENEFITS • Patented watertight technology Structural-Attach • Installs without removing shingles ATTACHMENT • Compatible with composition shingle&slate roofs • Ideal solution for coastal locations where less drag (land)and increased winds are factor • Compatible with a variety of Ecofasten compression brackets WATER '0 TIGHT iet,,ao�rcv 1s� TWO SELF-DRILLING SCREWS 411 PROVIDE OPTIMUM STRENGTH ECOFASTENSOLAR.COM UI KFO 0T VERSATILE FLASHED BASE PLATE - PRODUCT PART PART BOX PALLET IMAGE NUMBER DESCRIPTION QUANTITY QUANTITY ASSEMBLED WITH(1)SS PEM 3/8"AND INCLUDES(1)SS FROM BONDED WASHER AND(1)SS FLANGE NUT co QF BASE AL1.25 4F BASE ALL25"BOLT 50 2000 COMBINE FLASHING & BASE: 0 INCLUDES(1)5/16 EPDM SEALING WASHER 2 LL a QF-FLASH- QFL 8X12 MATTE BLK BLACK 812 FLASHING Sn zaoo INCLUDES(1)3/8"-16 X 11/4-HEX BOLT AND(1)3/8"-16 FLANGE NUT FOR RACKING QF-FLASH-BLACK-812 44 1500004 CF L-FOOT ASSY 0 5000 NO HARDWARE STOOLOJ J SCL-101-3 ANOD BLK SCL-101 3"BRKT _ ANOD BLK 4800 L 102 3"BRKT QF-BASE-AL-1.25 2 .11 L 102 3 AN00 BLK ANOD BLK WHW 50 5000 "QF-BASE-AL-M j w 11 SCL-101-3 SCL-101 3"BRKT-AL 50 4800 U re co CHOOSE YOUR BRACKET: "L-102-6 L 102 6"BRKT AL hG NSF CI FEReLI INCLUDES(11 2"LAG BOLT AND(1)SS 8-18 X 3/4 TEK SCREW f 6 1510001 UIJ� INCLUDES(1)4"LAG SCREW AND(1)EPDM BONDED WASHER(PRE ASSEMBLED) Vi ROCK-IT SLDCOMP P0CK IT SVS BLK SLIDECOMP 4"BLACK 1500004 L-102-3-ANOD BLK SCL-101-3 SCL-101-3 ANOD BLK SCRW DP 15-13X02 ROOFING SCRW#15 X 1000 2"DRILL PT e/ SCRW OP 15-13X03 ROOFING SCRW#15 X 1000 3"DRILL PT r SCRW DP 15 13X04 ROOFING SCRW#15 X 1000 4"DRILL PT I I lir CONDUITMOUNT-BRKT L-102-6" ROCK-IT SLGCOMP BLK "SPECIAL ORDER ITEM 1510001 A o L2 EcoFasten 4141 W. VAN BUREN ST, SUITE 2, PHOENIX AZ 85009 AnESDECCompany 1 - 877 - 859 - 3947 I INFO@ECOFASTENSOLAR. COM Datasheet /J IRONRIDGE Flush Mount System is �µ r . ' Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Our components have been tested to the limit and proven in extreme environments, including Florida's high-velocity hurricane zones. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 25-year warranty. Strength Tested PE Certified gliAll components evaluated for superior ® Pre-stamped engineering letters structural performance. available in most states. Class A Fire RatingO Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 25-Year Warranty ® Entire system and components meet0 Products guaranteed to be free newest effective UL 2703 standard. of impairing defects. Datasheet - XR Rails O XR10 Rail XR100 Rail XR1000 Rail BOSS' Bonded Splices 8 IlL _ _ - --..........olli.., --...............40.06; -............,,,,swiiiioa; ---______________ ik_ _ _ A low-profile mounting rail The ultimate residential A heavyweight mounting Bonded Structural Splices for regions with light snow. solar mounting rail. rail for commercial projects. connect XR Rails together. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Integrated bonding • Moderate load capability • Heavy load capability • Extreme load capability • No tools or hardware • Clear and black finish • Clear and black finish • Clear anodized finish • Self-centering stop tab - Clamps & Grounding O UFO''" Stopper Sleeves CAMOT" Bonding Hardware - . , , 4 itme,;,,, 4 , vx Universal Fastening Objects Snap onto the UFO to turn Bond modules to rails while Bond and attach XR Rails bond modules to rails. into a bonded end clamp. staying completely hidden. to roof attachments. • Fully assembled & lubed • Bonds modules to rails • Universal end-cam clamp • T& Square Bolt options • Single, universal size • Sized to match modules • Tool-less installation • Nut uses 7/16"socket • Clear and black finish • Clear and black finish • Fully assembled • Assembled and lubricated - Attachments O FlashFoot2TM FlashVueT" Knockout Tile All Tile Hook ''V . -''"dm .00°-400 L_______________\,„,„ , Flash and mount XR Rails Flash and mount conduit, Replace tiles and ensure Mount on tile roofs with a with superior waterproofing. strut, or junction boxes. superior waterproofing. simple, adjustable hook. • Twist-on Cap eases install • Twist-on Cap eases install • Flat, S, &W tile profiles • Works on flat, S, &W tiles • Wind-driven rain tested • Wind-driven rain tested • Form-fit compression seal • Single-socket installation • Mill and black finish •• Secures 3/4"or 1"conduit •• Single-lag universal base • Optional deck flashing - Resources 1:::1 Design Assistant „„0?i.„s 04., Endorsed by FL Building Commission ti , Go from rough layout to fully '*�Q� °�* Flush Mount is the first mounting system engineered system. For free. _a' * W_ to receive Florida Product approval for Go to IronRid e.com/desi n DIME°` / 2017 Florida Building Code compliance. g g �. Ronio% .� In � /'� II I t1`,0``` Learn More at bit.ly/floridacert O 2020 IronRidge,Inc.All rights reserved.U.S.Patents:#8,695,290:#9,819.303;#9,865,938;Others Pending.Version 1.85 ,��_ 28357 Industrial Blvd. P�5 Hayward, CA 94545 I RON RI DGE 5 nRidge.om3 13Zi-e-C94- Attn: Corey Geiger, COO, IronRidge Inc. Date: March 15th, 2021 /t/ t/ /)/mot Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The contents of the letter shall be read in its entirety before being applied to any project design. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps.The XR Rails are side mounted to a selected roof attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure.Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below, for the load conditions and configurations tabulated in the attached span tables. • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2015 International Building Code(IBC-2015) • Massachusetts State Building Code, Ninth Edition • 2015 Aluminum Design Manual (ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1,2&3, and roof slopes from 8°to 45°. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points(measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 8°to 45°. 3. The mean roof height,defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length and area shall not exceed the maximum values listed on the respective span tables. 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. ©2021 IronRidge,Inc. MA Flush Mount System Certification Letter-1 28357 Industrial Blvd. Hayward, CA 94545 IRONRIDGE 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. 2. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state & local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient (Kzt) is taken as 1.0. 3. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1 and applicable state & local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding, retention, or ponding snow. The span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS < 2.0g for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS s 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: S5 <_ 1.5g for Site Class A, B, C, or D. 5. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A to 30.4-2C. 6. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 7. The maximum rail cantilever length, measured from the rail end to the nearest attachment point, shall be the lesser of the following two conditions: 40% of the allowable span provided for the respective load & configuration condition from the span tables, or 36". 8. An array to roof clearance of 2" minimum must be provided. 9. No splices are allowed in the rail cantilever. For each XR splice type install per the following requirements: a) XR Bonded Splice cannot be installed in the center 1/3 of interior spans, or the outer 2/3 of end spans. b) BOSS Splice can be installed at any location within a span. 10. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If such conditions are encountered contact supportt ironridge.com. 11. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered,the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. ©2021 IronRidge, Inc. MA Flush Mount System Certification Letter-2 28357 Industrial Blvd. Hayward, CA 94545 /lr I RON RI DGE 1-800-227-9523 IronRidge.com 12. Systems using CAMO module clamps shall be installed with the following guidance: 1) For single module installations ("orphan modules") using modules with a length greater than 67.5", CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater: such scenarios are shown by asterisks in the applicable span table. 2) CAMO will function within a module's design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Module Glass/Cells Frame Compatibility: X= 1.2-2.2mm Y= 15-40mm Figure 1: CAMO Module Frame Dimensional Requirements ©2021 IronRidge,Inc. MA Flush Mount System Certification Letter-3 28357 Industrial Blvd. /ir. IRON RI DGE Hayward, 94545 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, -,„ Date: _ . ( xuAN , 2021 .03. 17 ( ctv►t. - ,, 111 No.62444 V' -u "\P 12:38:00 k qq,"-s,..,VS 7 EC)• 9:5, Gang Xuan, PE �`P°�- 07'00' Senior Structural Engineer ©2021 IronRidge,Inc. MA Flush Mount System Certification Letter-4 r I T' >t�= �; c� ��111 nvt e,< e Rail: Flush Mount System Span Table(inches)-Portrait or Landscape Installation XR100 Max Module I. gth: 67.5",Max Module SF: :, Exposure B Wind Roof r ound snow:Spa. SO psf 20 pd 30 psf 40 psf 50 psf 60 psf 70 psf . 80 psf 90 psf 100 psf 110 psf 120 psf \\\ Speed Slop- Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zo Zone 3 Zone 1 Zone 2 Zone 3 Tone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 110 8-20 129 116 96 105 105 96 89 89 89 87 87 87 81 81 81 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 124 124 124 103 103 103 88 88 88 87 87 87 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 115 8-20 129 111 90 105 105 90 89 89 89 87 87 87 81 81 81 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 121 121 121 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 120 8-20 129 107 86 105 105 86 89 89 86 87 87 86 81 81 81 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 118 118 118 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 130 8-20 129 98 79 105 98 s 79 89 89 79 87 87 79 81 81 79 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 112 110 110 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 140 8-20 123 91 73 105 91 73 89 89 73 87 87 73 81 81 73 74 74 73 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 106 103 103 100 100 100 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 150 8-20 115 85 69 105 85 69 89 85 69 87 85 69 81 81 69 74 74 69 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 101 97 97 97 97 97 85 85 85 84 84 84 79 79 79 74 74 74 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 160 8-20 108 80 64 105 80 64 89 80 64 87 80 64 81 80 64 74 74 64 68 68 64 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 96 91 91 96 91 91 83 83 83 82 82 82 77 77 77 73 73 73 69 69 69 66 66 66 64 64 64 60 60 60— 57 57 57 55 55 55 53 53 53 170 8-20 102 75 60 102 75 60 89 75 60 87 75 60 80 75 60 74 74 60 68 68 60 64 64 60 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 92 86 86 90 86 86 81 81 81 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 64 64 64 59 59 59 57 57 57 55 55 55 53 53 53 180 8-20 96 72 56 96 72 56 87 72 56 86 72 56 79 72 56 73 72 56 68 68 56 64 64 56 59 59 56 56 56 56 53 53 53 51 51 51 49 49 49 rri•h 28.45 88 82 82 87 82 82 79 79 79 78 78 78 73 73 73 72 72 72 66 66 66 64 64 64 61 61 61 58 58 58 56 56 56 55 55 55 53 53 53 Rail: Flush Mount System Span Table(inches)-Portrait or Landscape Installation Max Module Length 67.5",Max Module SF:21 SF XR100 511163 Wind Roof Ground Snow:0 psf 10 pd 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 psf 110 pat 120 psf Speed Slope (mph) (deg.) Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone I Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 110 8-20 129 98 79 105 98 79 89 89 79 87 87 79 81 81 79 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 112 110 110 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 115 8-20 126 96 76 105 96 76 89 89 76 87 87 76 81 81 76 74 74 74 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 108 106 106 102 102 102 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 120 8-20 121 90 72 105 L 90 72 89 89 72 87 87 72 81 81 72 74 74 72 68 68 68 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 105 102 102 99 99 99 87 87 87 86 86 86 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 130 8-20 112 83 67 105 83 67 89 83 67 87 83 67 81 81 67 74 74 67 68 68 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 99 96 96 96 96 96 85 85 85 84 84 84 78 78 78 73 73 73 72 72 72 66 66 66 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 140 8-20 104 77 64 104 77 64 89 77 64 87 77 64 81 77 64 74 74 64 68 68 64 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 96 88 88 92 88 88 82 82 82 81 81 81 76 76 76 72 72 72 68 68 68 65 65 65 64 64 64 60 60 60 57 57 57 55 55 55 53 53 53 150 8-20 98 72 58 98 72 58 88 72 58 87 72 58 79 72 58 74 72 58 68 68 58 64 64 58 59 59 58 56 56 56 53 53 53 51 51 51 49 49 49 mph 28-45 89 83 83 88 83 83 79 79 79 79 79 79 74 74 74 72 72 72 67 67 67 64 64 64 61 61 61 59 59 59 57 57 57 55 55 55 53 53 53 160 8-20 92 67 50 92 67 50 86 67 50 85 67 50 78 67 50 73 67 50 68 67 50 64 64 50 59 59 50 56 56 50 53 53 50 51 51 50 49 49 49 mph 28-45 84 78 78 84 78 78 77 77 77 76 76 76 72 72 72 68 68 68 65 65 65 64 64 64 60 60 60 58 58 58 56 56 56 54 54 54 52 52 52 170 8-20 86 64 44 86 64 44 84 64 44 83 64 44 77 64 44 72 64 44 67 64 44 64 64 44 59 59 44 56 56 44 53 53 44 51 51 44 49 49 44 mph 28-45 80 73 73 80 73 73 74 73 73 74 73 73 72 72 72 66 66 66 64 64 64 61 61 61 59 59 59 57 57 57 55 55 55 53 53 53 52 52 52 180 8-20 82 60 40 82 60 40 82 60 40 81 60 40 75 60 40 72 60 40 66 60 17 64 60 40 59 59 40 56 56_ 40 53 53 40 51 51 4C 49 49 42 m•h 28-45 76 72 72 76 72 72 72 72 72 72 72 72 68 68 68 65 65 65 64 64 64 60 60 60 57 57 57 56 56 56 54 54 54 52 52 52 51 51 51 Rail: Flush Mount System Span Table(inches)-Portrait or Landscape Installation - Max Module Length: 67.5",Max Module SF:21 SF XR100 ' psureJ Wind Roof Ground Snow:0 psf 100 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90pd 100 pat 110 psf 120 psf Speed Slope Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zonal Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 (mph) (deg.) 110 8-20 122 90 73 105 90 73 89 89 73 87 87 73 81 81 73 74 74 73 68 68 72 64 64 64 60 60 60 56 56 56 54 54 54 51 51 51 49 49 49 mph 28.45 105 102 102 100 100 100 87 87 87 87 87 87 80 80 80 75 75 75 72 72 72 68 68 68 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 115 8.20 116 86 72 105 86 72 89 86 72 87 86 72 81 81 72 74 74 72 68 68 68 64 64 64 60 60 60 56 56 56 54 54 54 51 51 51 49 49 49 mph 28-45 102 98 98 97 97 97 86 86 86 86 86 86 80 80 80 75 75 75 72 72 72 67 67 67 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 120 8.20 112 83 67 105 83 67 89 83 67 87 83 67 81 81 67 74 74 67 68 68 67 64 64 64 60 60 60 56 56 56 54 54 54 51 51 51 49 49 49 mph 28-45 99 96 96 96 96 96 84 84 84 84 84 84 79 79 79 74 74 74 72 72 72 67 67 67 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 130 8-20 103 76 64 103 76 64 89 76 64 87 76 64 81 76 64 74 74 64 68 68 64 64 64 64 60 60 60 56 56 56 54 54 54 51 51 51 49 49 49 mph 28-45 96 87 87 91 87 87 82 82 82 81 81 81 76 76 76 72 72 72 68 68 68 65 65 65 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 140 8-20 96 72 56 96 72 56 87 72 56 87 72 56 80 72 56 74 72 56 68 68 56 64 64 56 60 60 56 56 56 56 54 54 54 51 51 51 49 49 49 mph 28-45 88 82 82 87 82 82 79 79 79 79 79 79 74 74 74 72 72 72 67 67 67 64 64 64 61 61 61 59 59 59 57 57 57 55 55 55 53 53 53 150 8-20 90 66 48 90 66 48 85 66 48 85 66 48 78 66 48 73 66 48 68 66 48 64 64 48 60 60 48 56 56 48 54 54 48 51 51 48 49 49 48 mph 28-45 83 76 76 83 76 76 76 76 76 76 76 76 72 72 72 68 68 68 65 65 65 64 64 64 60 60 60 58 58 58 56 56 56 54 54 54 52 52 52 160 8-20 84 64 42 84 64 42 83 64 42 83 64 42 76 64 42 72 64 ;13 67 64 42 64 64 42 60 60 42 56 56 42 54 54 42 51 51 42 49 49 42 mph 28-45 78 72 72 78 72 72 73 72 72 73 72 72 72 72 72 66 66 I 66 64 64 I 64 61 61 61 58 58 58 56 56 56 55 55 55 53 53 53 51 51 51 170 8-20 79 58 37 79 58 37 79 58 37 79 58 37 75 58 37 72 58 3 66 58 . 64 58 37 60 58 37 56 56 37 - 54 54 37 51 51 37 49 49 37 mph 28-45 74 68 68 74 68 68 72 68 68 72 68 68 67 64 64 64 64 64 64 59 59 59 57 57 57 55 55 55 54 54 54 52 52 52 51 51 51 mph 28-45 72 72 52 65 64 68 64 64 65 . 52 64 _ 60 _ 60 60 58 58 58 56 56 56 54 54 54 53 53 53 51 51 53 50 50 50 =min 72"span , . -=min 64"span .=min 48 span REV 03/05/2021 =Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 10 on page 2 for details. PROPRIETARY AND CONFIDENTIAL O C I`J C/20 O THE RNORMATAN CONTANIED IN INS ORAWMO IS THE SOLE PROPERTY Of Module Mounting System J O IRONRRIGE INC ANY NIGE IN IIPROHARTORASAWNOlE W1TNOOT THE WRRfEN Bonding End Clamp (CAMO) PERp65gN Of 10.0N0.DGE INC IS PRONBREO. VARIES I milI E 117 I III l L I l 1 i I _ I r L < I i E A XR Rail -Nt . VARIES DETAIL C GB (Module Removed for Clarity) r _ I I _ t Slope I PLAN VIEW Al, ■ 4111 0 Module Mounting System II -O Bonding Mid Clamp DETAIL B vii Module Mounting System XR Rail Bonding End Clamp (UFO) / _ . . IRONRIDGE DETAIL A FLUSH MOUNT SYSTEM SIZE -„= II- EX-0015 EXHIBIT: EX-0015 - page 1 of 3 SCALE NTS WEIG, SHEET 10F3 PROPRIETARY AND CONFIDENTIAL THE INFOR PROPRIETARY CONTAINED IA THIS DRADNGNSTHE SOLE PROPERTY OF Module Mounting System 05/25/2018 IRORRIOGE WC ANY REPROOURIDN IM PRRT OR ASA WHOLE WTOHOUi TNF WRIREN Module Mounting System Bonding End Clamp (UFO) PSH SAON OF NONRIOGE NC ISPROHIBITED. Bonding End Clamp (CAMO) PV Module _ XR Rail DETAIL D DETAIL G (Module Removed For Clarity) PLAN VIEW 0.4XL ( MAX) (L) 0.4XL ( MAX) Span D Q -Q I U u I u u MM U U Existing Roof Structure PV Module / PV Module Rail Attachment XR Rail (FlashFoot2 Cap Shown for Reference) 3/811 Module Gap Module Mounting System (TYP) Roofing Bonding Mid Clamp (By Others) PV Module \ 1 --_____ r - \ \‘ \) I l PV Module Ir . DETAIL E Roofing Framing 7 (By Others) Flashing /Ark. IRONRIDGE ( FlashFoot2 Shown for Reference) DETAIL F FLUSH MOUNT SYSTEM SIZE DWG.NO. EX-0015 EXHIBIT: EX-0015- page 2 of 3 SCALE:NTS WEIGHT:N/A SHEET 2OF3 PROPRIETARY AND CONFIDENTIAL THE%FORMATION CONTAINED IN THIS DRAMS IS THE SOLE iROPERtt OF 05/25/2018 IRONRIDGE INC ANY REPRODUCTION IN PART OR ASA%MOLEWMMOUT THE WRITTEN :...1; ..,,,,,e PERMSSION OF RORRIDGE MC IS PROHIBRED Module Mounting System Rail Attachment '� �1 � Bonding Mid Clamp (FlashFoot2 Cap 4.��.•- Shown for Reference) :�± 1 Flashing (FlashFoot2 u H Shown for Reference) I� Roof Covering # _71r-1 (Shown for Reference) 4 ----,„, , *ipt;, - ,., Roof Panels (By Others) 3/8" Bolt and „, Nut, (TYP) Module Mounting System \\ .;;� Bonding End Clamp (CAMO) OR �,� Module Mounting System I \ �47 Bonding End Clamp (UFO) Roof Framing XR Rail Options, TYP: (By Others) DETAIL H 1 3.0 2.4 T—P 1 .8 `\ R10 XRloo xR,000 ,A. IRON RIDGE X FLUSH MOUNT SYSTEM 3 SIZE DWG.NG. EX-00 1 5 EXHIBIT: EX-0015 - page of 3 SCALE.NTS WEIGH,:WA HEET30f3