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36-396 (8) 108 EMERSON WAY BP-2017-0826 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-396 CITY OF NORTHAMPTON Lot: -OW PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGLLc.1144/2�A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-0826 Project JS-2017-001356 Est.Cost: $35932.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const,Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot size(sq. ft.): 11848.32 Owner: BURGESS ALDEN&CAROLINE Zoning: Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 108 EMERSON WAY Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREENFI ELDMA01301 ISSUED ON:1/70/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR, 23 PANELS 8.28KW 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. Certificate of Occupancy Signature: FeeTene: Date Paid: Amount: Building 1/10/2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File f BP-2017-0826 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 PROPERTY LOCATION 108 EMERSON WAY MAP 36 PARCEL 396 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 1 ID Building,Permit Filled out Fee Paid Tvpeof Construction: ROOF M D SOLAR,23 PANELS 8.28KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: _proved _Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability _ Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D-ooli Delay /-3 —/ 7 Signaureo luilding •?ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. / 3Ce — 3q / Department use only City of Northampton Status of Permit ,Al Building Department Curb CutDriveway Permit 212 Main Street Sewer/Septic Avalability l � Room 100 Watermef Availability\\. Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans \,,,., Other Specify PLICATION TO CONSTRUCT.ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 11 Property Address: This section to be completed by office 108 Emerson Way, Florence, MA 01062 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 21 Owner of Record: Caroline and Alden Burgess Florence MA 01062 ' Name(Print) Current Mailing Address: See attachment (A) Telephone Signature 2.2 Authorized Anent: Pioneer Valley PhotoVoltaics Cooperative, LLC 311 Wells Street, Suite B, Greenfield,MA,01301 Name(Print) .4 0Current Mailing Address: 413-772-8788 ,,,_ Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Offal Use Only completed by permit applicant 1. Building $6778 (a)Building Permit Fee 2. Electrical 29,154 (b)Estimated Total Cost of Construction flan(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) $35,932 Check Number zQ # $7r This Section For Official Use Only Lr. Date Building Permit Number: Issued: Signature: —.... Building Commissionertlnspectar taStaistkVa Date Section 4, ZONING An Information Must Be Completed. Permit Can Be Denied Due To incomplete information _®® Required by Zoning This column to be filled in by Building Department Setbacks FrOnt Side Rear Bldg.Square Footage Open Space Footage -n --_ /ha arca minus bldg&paved rerkin. galaill.111.11111.1111.1111.11111.1 Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW O YES IF YES: enter Book Page anti/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained () Obtained O , Date Issued: C. Do any signs exist on the property? YES O ND O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(dealing,grading,�excavation,or filling)over 1 acre or is it part of a common plan\a that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 1 tt; SECTION S-DESCRIPTION OF PROPOSED WORK(check all applicable) New House 0 Addition D Replacement Windows ANeration(s) Q Roofing 0 IN Doors 0 Accessory Bldg. 0 Demolition ❑ New Signs [C] Decks [q Siding(l71 Other[MI Brief Description of Proposed Work; m...ar.I,notroarmounted photo-.makmo„oansy:rzmfor ad.,em1zo N,aM1 aadnev rmsr.,wxxbudding Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet Ito If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other_, b. Number of rooms in each family unit: Number of Bathrooms ,,,,,_ c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance..,........ Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes_No j. Depth of basement or cellar floor below finished grade k, Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT i Alden and Caroline Burgess ,as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) See Attachment Signature of Owner Date t Philippe Rigol laud ,as 9wnorfAuthodzed Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the best of my knowledge and belief. Signed under the pains and penalties of perjury. PHILIPPE RR Print Name y Al�V.'',/ 12/20/2016 Signature of t Date SECTION 6-CONSTRUCTION SERVICES 6,1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder:Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address // Expiration Date M#7a I t/ta+ ' 413-772-8788 Signature Telephone 9,Registered Home Improvement Contractor: . Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative LLC 140077 •Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 SECTION 10-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 0 No C 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 1083,$,I. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home In a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building Permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature ATTACHMENT A AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley Photovoltaics Cooperative,or its designated representative,to obtain required permits for this project on behalf of the Owner,Any photographs or videos of this project may be used by Pioneer Valley Photovoltaics Cooperative for marketing purposes.I am returning this Agreement within 21 days of the Proposal date. } IA3�rp 55 y//2/ //C Printed Name Date i Signature �j Title A(alt �t D`+C)¢V 11 Li E Printed Name Date Signature Title Proposer and Avenel Y 000;7B3 Paye 7e tl0en6 Cutter avyem-November It ;ON A 4:J Ae t(li 0 5 , f i. s - 4 .tt Li:"tat" Office of Consumer Affairs and Business Regulation _ .. 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Coifractor Registration Registration. 140077 Type: Private Caa0ra6on 1 4 ' Expiration: 9/16t2057 M 270458 PIONEER VALLEY PHOTOVOLTAIGSO:- PHILIPPE RIGOLLAUD :I - - 311 WELLS ST SUITES =P -- ----- GREENFIELD, MA 01301 •- _--_ - -- ..-- \\�,� Vii'Ueda&Address and Myra and Mark rose for shop. SCA0 ammo'� ...-. 0 Address 0 Roan' 0 RaP6oyapl 0 Iasi Card 61-7"‘...,,,,nw,..,,ltL`164"""i"`"° C% ORke ofC.omawAmbs&Salem Regoletim I.keaaaregbtraeoo olid torindividdooey T_ 0 ,..� I6�ROYEYF2lT COHmACTOR before the apineon data If fond rebore t : v"Peyakabon 140077 Type. Cilia ofCaanatad d Business Regulation 7 EapaDon. tr4oi] Private Co.poratbn 10 Pah Plaa-Spite 5170 PION -VALLEY Pf ytlIMCs COOP Beaten,MA 02116 RT@rIY RIGCUAOD �,,/. 311 WEUSST SURE a " . L e GREENFIELD,MA 01301 - --- . 4 Uadevaewoe.y Na valid with Massachusetts Department of Public Safety IFt Board of Building Regulations and Standards License: CS-106329 -'' Construction Supervisor MAYA FULFORD 1611 CLARK DRIVE t31ULFORD VT 05301 " , N1 th.—. Expiration: Commissioner 03/14401$ A�a CERTIFICATE OF LIABILITY INSURANCE DATEIMrAIDDNYYT 12/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poiicy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Linda Powers NHON: Webber a Grinnell PHONE (A13)586-0111 ,MX At 16ss)Sao-base 8 North Ring Street ADDREss,1poweraftwebberandgrinne1l.con _ ...............INSURER(S)AFFORDING COVERAGE NNC/ Northampton MA 01060 INSURER A:Peerlese/Liberty INSURED INSURER B:$%Ce1aiOL/Li)Yarty ' 1104$ Pioneer Valley Photovoltaics Cooperative, Inc. NsogaRc Peerless Indemnity/Liberty 18333_ Attn: Kin Pinkham INSURERD:Liberty Mutual Insurance 24198 311 Wells Street, Suite B INSURERE A.I.M. Mutual _ _ Greenfield MA 01301 INSURERF: COVERAGES CERTIFICATE NUMBERWaster Bap 1-1-2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OE INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN5R - TYPE OF INSURANCE ADDENDA KW -PF POLICYE pMnB LTR 11690'W W POUCY NUMBER IMM@a 1 IMM/DD 1 E COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1$ 1,000,000 � {Any ones creme)$ ,. 100, 0 A CLAIMS-MADE X OCCUR Cep837$623 1/1/2016 1/1/2017 FEEM 5,0 0 a Do PERSONAL AADV INJURY _ $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER'. GENERAL AGGREGATE 5 2,000,000 _. E ROLICY! 28-- ._....i LOC PRODUCTS-COMPAS AGG $ 2,000,0000 LINER.: $ COMBINED SINGLE LIMIT AUTOMOBILE LMBIutt (Ea accident) S 1,000,000 ANY AUTO B AUTOS BODILY INJURYP¢rpgaon) $ _ ALL GAI ED I x SCHEDULED BA8372626 1/1/2016 1/2/2017 I BODILY INJURY(Pet-accident. $ -O E HIRED Amos : xi AUTONON-0a'NED PROPERTY D, GE $ _.. I Undednsuren motorist el spit $ 100,000 E UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 3,000.000 G EXCESSUAB CLAIMS-MADE AGGREGATE _ 3 2.000,000 DEO X RETEMKKi$ 10A0D CUS377126 1/1/2016 1/112017 $ WORKERS COMPEHSA1ON _ AND EMPLOYERS'UABIUTY YI NI S ATILLE I ER ANY PROPRIETOWPARTNEWEHEtAITIVE E.L.EACH ACCIDENT $ 1,000e000 OFFICER/MEMBER EXCLUDED? NIA D (MnpatoryinNH) XWS57072202 1/1/2016 1/1/2017 E.L.DISEASE-EA EMPLOYEE $ 1,0001,000 by0 Osscnneurger X11857072282-CT EL DISFSSE,POLICY OMIT $ 1,000,000 DESCRWTIONOF 9FERATION$OBrtlw' DESCRIPTOR OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule.may be audios X Ire space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOL Information Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL SE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMP ,X- -��,c.Ls�� �- `-�D t'�"�""� 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025°mann The Commonwealth of Massachusetts I!_;h& Department of Industrial Accidents =iQI._ 1 Congress Street, Suite 100 =1 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit-.Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 Phone#:413-772-8788 Are you an employer?Cheek the appropriate box: Type of project(required): I. I am a employer with 42_ employees(full and/or Part-time).* 7. ❑New construction 201 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doingall work myself kers'corainsurancerequired.] 9. El Demolition Yse [No workers' pt 4.0 I am a homeowner and will be hirin tractors to conduct all work on m I will 10 [A Building addition g con rpropenr ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions JO I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ]3.❑ROOf repairs These sub-contractors have employees and have workers'comp.insurances Q Other SOLAR PV 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14. 152,I1(4),and we have no employees.Mo workers'comp.insurance required] 'Any applicant that checks box 41 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. [Contractors 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: I.M. Mutual Policy#or Self-ins.Lic.9: XWS 57072282 Expiration Date:01/01/2017 Job Site Address: 108 Emerson Way, City/State/Zip:Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and of perjury that the information provided above is true and correct. Signature: Date: 12/23/2016 Phone k:413-772-8788 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License h Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone ff: BURGESS - Florence (PV)2 PiOneer Valle.Pho♦oVo♦,ic5 El11 ( 8.28 kW DC;Roof Array;(23) # � SunPower SPR-322-360-C-AC. •■ c i NOTE:This is a relatively newly built M —"11 Illllf „'I house. No aerial photo with ..nit ` structure available Owner:Alden and Caroline Burgess Project Site: 108 Emerson Way Florence MA 01062 (718)300-1549 aldentburgess@gmail.com - • Array:(23)Sunpower SPR-X22-360{-AC as 3 sub array in portrait on east,west ands south roofs Mounting: Invisimount Rails on L-Feet on Quickfoot bases Roof Structure: See attached Letter Material:Asphalt :..:....: . . NJ /� \ ❑ n GZ?\ INIMMIZA December 13, 2016 Ms. Madeleine Geschwind Pioneer Valley PhotoVoltaics Cooperative Inc. 311 Wells Street, Suite B Greenfield, MA 01301 Re: Burgess residence, Florence, MA -- - GZA File No.02.0172356.00 T75 PV Squared Project No.11501 • Dear Ms.Geschwind, At your request GZA has reviewed the information PVSquared("you")provided on the roof and supporting structure at the Alden and Caroline Burgess residence at 108 Emerson Way, in Florence, MA.The purpose of this review was to provide an opinion as to the structure's ability • to support a proposed rooftop photovoltaic system. The information you have provided is attached to this letter for reference. The residence is a two story house with gable roof and valley.The house was recently constructed.You have provided design plans and information dated 2014.You are proposing to erect a PV array on three sections of roof:an east facing portion,a south facing portion,and a west facing portion.The south facing and west facing portions intersect at a valley.The roof has a 12/12 pitch(45-degree). The roof is supported by manufactured wood roof trusses at 24" O.C.The design information that you have provided includes manufactured wood roof truss design information from the fabricator, Universal Forest Products.The trusses have 2x4 top chords, 2x4 webs and 2x6 bottom chords.The 2x4 top chords are Machine Stress Rated(MSR) 21ooF,1.8E, species mix SPF. The webs and bottom chords are No.2 SPF.The trusses span approximately 22'between exterior walls.The truss plans call for structural wood sheathing and we assume that the roof was installed with a plywood deck.The roofing material consists of asphalt shingles.From the pictures(provided of the exterior)the roof appears straight,and in good condition. Conclusion: In our opinion the documents you have provided suggest that,the roof,as designed, is adequate to support the dead load of the proposed PV panels.Since this conclusion is predicated on the roof being constructed as designed, construction should be field verified to be in compliance with the design plans prior to installing the PV array. In particular, because truss bracing is an important, but often overlooked detail, installation of all required bracing should be verified. Once the roof is verified to have been constructed as designed,in our opinion, it will be adequate to support the proposed array. Burgess Residence,Florence, MA C File No 02 0122356 00 T-75 12i13/2016 Page 2 . We base this opinion on the information you have provided and the following assumptions.We assume that,owing to their slippery surface,the solar panels will shed snow better than the asphalt shingle roof.We further assume that the panels will be installed parallel to the roof, eliminating any additional wind load.The ground snow load for Florence is 55psf.Based on previous information you have provided on similar projects,we assume that the PV panels weigh approximately 2.6 psf(4.7%of ground snow load). To summarize, in our opinion, roof construction should be field verified to be in accordance with deign.One this is verified; in our opinion,the roof will be structurally adequate to support the additional Dead Load of the proposed roof mounted Photovoltaic System. If we can be of further assistance, please call Jonathan Rugg(603)232-8794 or Carl,Goldknopf (603) 232-8792. Very truly yours, GZA GEOENVIRONMENTAL, INC. cj / 7 Jonathan Rugg, P✓F E.' O Carl Goldknopf, P.E. (,' Project Manager Senior Consultant 1 it CARL L. • STRUCTURAL Bradford W. Roberts, P.E. NO 3196B /. Viti Senior Principal/CR/Division Manager ��C/ ?,�,1"vt 9y /�ii) / Attachments: -Existing house information. I FRAMING NOTES 1.See V FF Baldisdurin.LIZ Piens EM d9/14fp desk on Roof Tns.w TOSS 2.twuurmw OVSA to be Open Splu&ANC Trusses Alto Tur AO3 TOlA 2 Tosses M G Booed and pMn.f M xmGsiu with ` TO) Truss Toss Toss TOZGETO3 EgP.SeETnm Plans Trues T@ O OE ..�...� Array n1111111111111 _I._m :1111:-nil adAlli Miry Ftslters 211 KD SPF ad2 - 11 .:_ ;"�1 P r 1 111 - :::ir ,��_�� .. ElM MIo I �I 001 •I�m / �1 -- Toss OMaillIgSIMBOR j—.MMEMME ED aIMV Tww I A030 I� rs....-9wr Tose TOME-- ._ ns __ . fi PCM SmM Build m Ca • - TmMS Ma Roof -.. �. F2 Jefi ITmss Tuss Type - .. Iqy IFl 1108 Emerson Way Fixeren.MA'_ 0007140800158 T01 COMMON 6 1 Job Reference(opVonal1 '• Unlversat Forest Products - - - ].520 s Ma ek 82014 MitIndustries.Inc. Thu a._07 12:28012014 Page I 1 ID R4 Pi?HpMiGzSun2NlVIOryrJIGLMIIIygVknanCLgMIWPf4RpAgkUypMVPN9UPxby1Fb4� 3-0I_ 5-0-12 - 10-6-0 15-7-0 21-00 223-0 1.IIII 13-0 5-4-12 5-4-12 1-3-0 1 _ 5-1-4 1 5-1-4 .157 444 P :.\\12111a 45\a ri 14 s♦ IP - 1 m 1/ ! . • \-", s u.. 15 _.._14 II - n a 12 441= —FPI 106-021-0-0 I __ 106-0 _.. I 10-6-0 Nate Ousels (Y)-[11:0-4-0,048] LO LSC(psf)0.0 SPADING- 2-0-0 Ca DEFL in (loci I'defl Lid PLATES GRIP (BoorSnow--40.0) Plates Increase 1.15 TO 043 Ven(LL) -90810-11 >999 240 MT20 197/144 TDD- 10.0 Lumber Increase 1.15 BC 959 Verl(TL) -.2210-11 >999 180 BOLL 0.0' Rep Stress Incr YES WB 0.59 Hca(TL) 0.02 10 Na We BCDL 15.0 Cede IRC2009R%20O2 (Mabixa) Wind(LL) 0.01 11 >999 360 Weight:128 b FT=4% LUMBER- BRACING- TOP RACNGTOP CHORD 214 SPF 21O0F IBE TOP CHORD Soucbdalwood sheathng directly applied or EEO oc Purina, except end verecalS- BOT CHORD 2x6 SPF Not BOT CHORD Rigid ceiling directly applied or 1000 cc bracing. WEBS 2x4 SPF No2'Except' WEBS 1 Row at midpt 3-12,]-10 WI:2x6 SPF No.2 MTek recommends that Stabilizers and required cross bracing be installed.. ---1 dung buss erector),in xmtlance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1830/0.58 (min.0-2-9),10=1630/0-5-8 intr.0-2-9) Max HON 12=234(LC 6) Max Upf12=-58(LO 8),10—58(LC 9) FORCES. (Ib)-Max.Comp/Max.Ten.-NI tams 250(b)or less except when shown. TOP CHORD 24---5548,207,3A=119e/247,4.13=1165/250,5-134-100/284,514=1000/284,6-14=1165250,&2=119E242,2A=546202, 2-12=.658,260.8-101260 BOT CHORD 12-15-99/828.15-16=991828,11-16=09/828,11-1]=(I/8]8,12-18=0/828,10-18=0/928 WEBS 5-11=253524,2-11--334/240,3-11-334/240,112=1013/25,]-10=101325 NOTES- 1)Wird:ASCE 7-05:100mph:TCDL=5.0pst BCDL=S.Opsf;h=249 Cat.II:Exp B.enclosed;MWFRS(lowilse)and CC Exena(2)zone:cantilever left and ngP exposed C-C for members and forces 8 MWFRS for reactions shown:Lumber DOL=1.60 plate gip OOL=133 2)TOLL ASCE 7-05;FF-00.0 psf(Sat roof snow):Category II;Exp B;Partially Dip.;CF 1 3)Unbalanced snow loads have been misbered for this design. 4)This truss has been designed for greater of min roof We load of 12.0 psf or 200 ernes flat roof load of 40 psf on overhangs non-concurrent with other he loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handing and erection conditions. It ire responsibility ofthe fabriealor to increase plate sizes to amount for these factors. 6)This truss has been designed for a 10.0 psf bottom thorn ive bad n 1Caianent with any other be loads. 2)'This truss has been designed fora live bad of29opsf on the bottom cord in al areas where a rectangle 3-50 tall by 2JW wide will fit between the bottom clued and any other members,wed BCDL=15.Opsf. 8)Provide mechanical connection(by others)of miss to bearing plate capable of withstanding 100 n uplift at pird(s)12.10. 9)This mss is designed in accordance with be 2009 International Residential Code sectons 8502.111 and R002.102 and referenced standard MNSVTP11. 10)5emiiigid pXctibeaka including heels'Member end fixe model was used in the analysis and design of this Mss LOAD CASE(S) Standard Job True - Truss Type _..- Gb, Phi _ 108 Emerson Way Florence.MA A009 14080015/3 T02 COMMON 6 1 13-0 5-7-12 I"- 520 a 82014 Adak Universal Forest Products - V1 Yl May G-ap MCD U KnvE63p Thu Aug 07 Vnyke 3]2J16 PgFe 1b 10 R6Pi 1644 z5un2.V1YIOryrJIOkud(23-3S HrFnAUnyVpykeDXVY_fwytlFb ll 3.o 5-71so> ,5--44 22-0-0• iia-0 Rah 4 Ina 1 • „m 12 i 43 n / 1 26 3. 4. h I. ..., /a: * > srit 41112 ;Iii _ - ai 11-0-0I 22-0-0 _.__ I • 11-0-0 _.___ 11-0-0 Plate Offsets % 20-2-00-1-1413 P4-o03-115:04-0034],160-2-00.2-01,19:04-,0681 - _ LOPONf 1psl) SPACING 2-0-0 CSL DEFL in (be) Well lid PLATES GRIP TCLL 64.0 Plates l cease 1.15 TC 0.48 Vert(LL) -0.10 410 >999 240 MT20 197/144 (Roof S-00.0) Lumbar Incense 115 BC 067 Ven(TL) -0.26 9-10 >976 180 ]CDL 10.0 Rep Stress lac YES WB O67 Hc2(IL) 0.02 B rya rda BCLL DO' Code IRC269/TPI200atri 7 (Mx-M) 0.02 9 >999 360 Weight'134 lb FT=4% BCDL 150 _. _ Wird(LL) LUMBER- BRACING TOP CHORO 274 SPF 21O0F ISE TOP CHORD 54uccnl wood sheathing dior10-applied or 5-0-0 Soc purlins. except endverticals, BOT CHORD 2x6 SPF Not BOT CHORD Rigid sting directly apple-or-PO00.bSay. WEBS 284 SPF Not-Except* WEBS 1 Row at midst SA,}93-10.58 W1:9e SPF No.2 MITek recommends that Stablizers andrequired cross bracing be installeddump Wss erection.in accordance with Siebilzer Installation guide. REACTIONS. Max(beds) 10=1713/0-SS (mm,o-2.111.8=171310.58 (mm.0zn) Max Nazi@-69((LC 7) I Max Upb110=b9(LC 8),8=595-C 9) FORCES. (b)-Max Comp/1.1ax.Ten.-All fortes 250(Ib)or les except when shown. TOP CHORD 244601219,141>1274282.4-11=1064297,4-12=1064297,5-12=1274262,56-{01219.2-10=702271,68=702271 BOT CHORD 10-13--,104/938.13-14=-104/938,9.14=104938,9-150938,15-16A1/938,8-16 938 WEBS 4-9-264/992.5-0x-157/258 3-9=3571253.3A0-1053/29,58=-1053/29 NOTES- t)Wird:ASCE 7-05:1O0mph:TCO-=50pst,BCOL=5.Opst,h=240.Cat.II Exp B;enclosed,MWFRS(Inwnse)and C-C Et/tenor/2)zone,card ever left and rght exposed:C-C for members and forces 8 M W FRS tar reactions sham:Lumber DOL=1 W pate gnp DOL=1.33 2)TOLL:ASCE 7-05:PF-00.0 per(Kt red snow'):Category II;Exp B;Parti ly Exp.;CP 1 ': 3)Unbalanced snow loads have been considered for this design. Alibis truss has bean designed for greater M min roof live bad of 120 last ort 00 Omes flat roof bad 4409 psi on overhangs non-concurrent with other be loads. 5)As requested.plates have not been designed to provide for placement tolerances or rough handing and erection conditions. Itis the responslbilty of the fabricator to increase plate s¢es to account for these factors. 6)This truss las been designed Ma 10.0 psi bottom chord lye Maid nonwnwment with any other be loads. 7)-This truss has been designed for a Ice bad of 20.Opsf on the bottom chord in al areas where a rectangle 3-180 tall by 2-0-0 wide WI fit between the bottom chord and any other members,with BCDL=15.Opsf. 8)bonds mechanical connepim by fifers)of buss to bearing Plate Capable of withstanding 100 b ugift at pm(s)10 e. 9)ThI5 truss is designed In a:oxdancewi the 2O39 lnte abona Residential Code sections 8502.111 and R802.102 and referenced standard ANSBIPI 1. 10) Semi-rgitl pitchdeaks including heels-Member end fixity model was used'm the analysis and design of this truss. LOAD CASSIS) Standard L_.. 124 - - Tnrss Truss Type py Ply 108 Emerson Way Florence,MA 001& 970-89715-8 TWA ''COMMON 10 1 -- Job Reference loptlqup umrersalForestPmdum ry -h2Aug mIPage 2014 Ins ' ID R4POHpMiGzSun2?VIYIDrJIG2xmMg 5Industries, UVm22?BrtvJ5diNo oeHanW9ygF S]-12 11-0-0 16-4-4 21-7-8 X13-0 5-]-12 5-4-4 I - 544 5-3-4 Sans 5 DM 7 115 9 nmr 11 451 II gI x , -. /.\\I ... . _.. si nes, awinniens= _- 11-0-0 21-7-8 11-0-0 "10-73 Plate Offsets(%Y}f3:0-4-0,0-3.4],[80-4-0,04-8] _..-- LOMNG(psf) SPACNG 2-00 CSL DEFL in (Ino) Vdell Lid -... PLATES GRIP TOLL 00.0 Plates Increase 1]5 TC 0.57 VM(LL) 010 8-9 >999 240 MI20 197/144 (Roof S<00) Lumber Increase 115 BC 0.67 I Ved(TL) -026 8-9 >964 180 MRBHS 197/144 TCD( 10.0 Rep Stress lass YES WB 0.66 Hoa(R) 002 7 Ma Na BOLL 5,0 ' Code IRC2W9?FIHb] BCOL 15.0 (MalnxM) Wind(LL) 0.02 8 >999 397 Weight 13010 FT=4% LUMBER- BRACING- TOP RACNGTOP CHORD 2x4 SPF 2100F 18E TOP CHORD SbwWral wood sheathing directly applied or 60-0 oc WHns, except end vet cab. BOT CHORD 2x6 SPF No. ROT CHORD Rigid wing directly applied or 10-09 cc pacing. WEBS 2x4 SPF No2'Except' WEBS 1 Row at mdpt Sb,38,38,5-7 WI:2xb SPF Not,976:2x4 SPF Na2or 2x0 4 SPF Stud MTek recommends that Stabilizers and required cross bracing be installed REACTIONS. (Ib/size) 9=1696'0.58 (min.0-2-111,]=1540Mchancal dudn9lruss erWim.inamxNarcz with SlaGkxerlreblLation gide._. Max Han 9=2]0(LC]) Max UpM9=-58(LC B),9=26(LC 8) FORCES. (b)-Max Comp/Max.Ten.-All forces 250(Ib)or Mss except when shown. ' TOP CHORD 2J=598/219,3-10=125312]1,4-10=1043/293,4-11=1043(294,511=1255/259,58=391/1422-9=70W271,6-7484/139 BOT CHORD 9-12-129(924,1213=129/924 813=129(924,8-147-60/1597. 7-15=69/897 WEBS 4A=261(967,58=-319/249,38446'253,39=103]/29,5]=1208/92 1)Wind.ASCE 7-05100mph;TCDL=S opse BCOL=S So h=24fl;Cat.II;Exp B;enclosed;MWFRS(low-rise)DO G and C Epenor(2)eme;cantilever left and right expesed;C-C forces for members andes 8 MWFRS forreactors shown,Lumber DOL=160 plate grip 004-=133 2)TOLL:ASCE 7-05:Palo o psi mal snow);Category II;Exp 8:P&fny Exp.:CB- 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed For greater of min roof live bad of 12.0 psf or 200 times bat root bad of 40.0 psf on overhangs rcnymonrenl with other In as rs. 5)to requested,toin please havetnot been account r pmNetfor p9cemerRtdererccs wrough handling and erection conditions. X is the respmsAilRy of the fabricator pfaesM72 pplea¢saeshothemunh iodindfapp@, 6)Th platesusare been designdes otherwise0.0f indicated. shad 8)This truss has been designed for a baMlbmtivoyeL=einonchorrdireall with esmere Ne loads. 8)'Thd W%nyebeenbeed wCb ad o1200mion124 bottom chord in al areazxlwea rectangle 3E0Wby 2-0-0 wide will fit between the bottom Chard torn anyotherfr members,with BCDL=ls.l'4M. 9)Referrtode mechanicafor dussbhio (by onecti)os.f 10)Providemechanicaldesigned in accordance rd(nce wrth eh00truss Inatinaolecapable CseaMlre100bugand i02.I0.]. 12)"SveNnsbtesgrek including hewMember enInternational fixity Residenbal Code sea R502.11.1 aftRbliss.2aM referenced standard 4NSV1PI1. 112j'Semieigg ptichMeaks indWing heels'Member end fnM model was used in the analysis and design of this brass. LOAD CASEIS) Standard iI SunPower' X22-360-C-AC Residential AC Module Series Design-Driven Advantages 022 • a1 module aesthetics and efficiency" Unmatched module fe!iabii°ty-' - SERIES No elect,rlyoc capacitors • 5-year Combine° Power and Product Warranty Maximize Value for Roof • Sze system for roof.. not string inverter Dptimi/e performance of each module Expand Deployment Options Complex roofs and crania:shad-ng Small systems - _ System expandabory Simplify & Speed Installation Optimize System and Installation Efficiency • raccory-integrated mic rotnverter • Robust notble-locki ng AC connector, Soli ower AC Modules wnic i iciu_e a factory inregrated • Design liexibl lty offs to and onsite Surdrower mic•oinver ,to provdea re o, cnary combination of hign • No DC arcing sizing process eftcheu y high eahility.and module-layer DC to AC power conversion- . a ewennstaliatioa septi than competing systems Deslf, en spec fically km use wen Si 0:)Ower r iVoi..rt"and roe I of Ulnae commissioning SunP we'Monitoring System,SurlPower AC Modules enaole rapier into rat nc Oesi-Ul•CLiSC sysnauraeorherrcs and nna tr zurtariry into Component of Complete System Dailtfor use wish Sur'Power: InvisiMDunP" syr tern per to'mance Al ahs comes with-le best Combined Power and the Si nPower Monitoring System an° F ct t Warranty. Super or Systenuel ahllry and aesthetics sunpower.com SUNP WER t. �� ..., Sunflower X22-360-C-ACI Residential AC Module Series Bower Data � SPR#2db0-C-AC Solar Cels 96 Mgnocryxallinp Maxeo��GenIll Nt='nind femur (An0m1 #L)\M oczotoecosoonniLM➢peidglss.VdhanC- -- - K6'ni ease POaerTeleran('2 ,51 023 retie:roe coding Avg.Fane E11¢lencr 22 2% F3,ronmental OUCPOOr rated w _— — Rating Temp.Coef(Power) L130Eo/ C _.. Farre Mawr:- 1 black ano02^3(1)gnev AF VA raan- •Shade`eerance Al en moo I rnaywnum sower Weight 4S.5 US(206 rcg) -� bypass bocrbocce,pointre:king Max. Recommended 1.3 in 33 nm) Module.Sparing AC[letxriCal Data Output Cs 240 V(no mom/max) 2t1;240/26.V Output @ 203 V(min/mum/max) 133/208229 V Operating rrerauenw von nprnAnax) 553/60.0/b0.5 Hz 25 year hmired oowewarranty Warraooes Oct pu:Power Factor(min? 0.9;i • 25;eer 'united product warrantyto AC MaxCn In uus Ou cuncurrent,'D 210 , t A oI t 741 mc urlingy::canpbaace with Ac MaxCa 'mous Om ut Current Or zera v t. IA <330O3hle requironeos of EEE .SI)c,of Eci. 15-7 1 AC MaCont.Cutout Mter 321 PC/AC CEC Con croon Prionci 90 Leh • 4C and ICES 003 Class B Max Ut AS PtA20 A Eh dt UCIM.It 07240,v '2(si<r) c hlraset ' Al:mor le 9yoe 2 Fire Fated Max.Un's Per 20 A Branch,coon eo 206 V 10 fv.tt pile, • UI..2"/03t isfechemof in stalled with Certiecaloo, In;'Si0.9cunt'm Cd Sc A Fire Rate°when installed with e.N's Vount""and when distance between Operating Temp. -403I TO-185'F 404C. ,-ESTI Lhoi solace an bo:ton ofSurPowet Max.Ambient l emp. 2" ((50'C) module frame a:33 (889 cm) Max nod Nord 62 psi.3000 Pa 305 kg foot S hack • Ahemaiti O Curren'(AC)M dt'e esgna:ion Snow: 125 ps(606J ha 6'11 ha, ne 5,,,r3 pAlable(.. rotolla3un in accoruance wph NEC h 25 Mal)d e tial al52 m?n(2 r 906 unpactN2510CKe m5, PI)-Fehr F rentl'i it cedda F'i2dat kr,Ve. 0102411 SBI iii= moo -- It 5 . ( la 1.1 °" .. rn� SUNP WER r k SunPower InvisiMountim Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding Pre-assembled mid and end damps • Levitating mid damp fachtar easy placement et ° z' ,,,,� ,.: • Mid damp width factlitnite5 consistent,even �''�''i`-� module spacing • Simple,predrilled tar splice • UL 2703 Listed integrated grounding Flexible Design - Addresses nearly all sloped residential roofs fit,- • Design in landscape arid portrait • Rads enable easy obstacle management Customer-Preferred Aesthetics -- - -� • #1 meow and#1 mounting aesthetics • Best-in-class system aesthetics Elegant Simplidty • Premium,low-profile design • Black anodized components SunPower- Invi iMountr" is a SunPower-designed • Hidden mid clamps and end damps rail-based mounting system-The InvisiMount system and capped,flush rails addresses residennal sloped roofs and combines faster Part of Superior System installation time, design flexibility, and superior aesthetics- • Built for r.,Ge with sunpower DC and AC modules The InvisiMounfproduct was specifically envisioned and • Best-•iclass system reliably and aesthetics Como fie with SunPower modules and engineered co pair with SunPower modules. The resulting monitoring app system-level approach will amplify the aesthetic and instaliacion benefits for both homeowners and installers- q sunpower.com 0 �tas',eei SUNP WER SunPower" InvisiMountTM Residential Mounting System InviNIMount Component I mages L.._it--Y d ten r Rad fl de rndClarr andFat irld P.4id Clamp End Clamp Pa.6 Fai',591 e r II e >romtly r0Cap 40F INES ellaltabotos _ - trieat rp r 90 40 Fr a 194"R pvnet( r . eSM1t lanpn r — Ild Ir 1 '_RnG11 ?-- .[tar eo¢e Myr BI.UClti ^xir ta ILEI iJS i r'I I ri Ca- anti mm 9 i lY main p •al eta k anon 7 WT nR a re F R r rwarrarly lal`oL Al lun Iy,l n._ S � q'T :1 �S yEarp`C1 d'IUPS It e Cle sr rip a.E Mar fr cry Ai Rut ern �embh £fJ Cap Er ik d(Hd ire tN & e'ti c Roof Attachment Hardware Supported by ,,-.,;..,,m 2a-m !nvisiMmint System Design Tool r.r re -... - as -F .e ( r a . :c tr -n-.r=�� RoofAtiachmen[Hardware Warranties 'pri'ra" e;.1 Ie Y r 1,n.e sdl ( Pie Car C:ner In eJ - i„ Pe 10rc a e 3rd a naiRuftr er_ .cin citt 6i - Document#509506 RevCevC SUNP WER 3/8" - - -I 0 A Lom 46 SERRATIONS o i +_2 cov I. L R1 /16! - 1 7/8' -- - 1 /16' 4.. 3/4' b - 7 R.005 I f R.010 . . - 2XR.O1 ® c 60.00° 2% 3/8"+.002 \ 1 /8' DETAIL A .X = +/- .1 A/ l� 7/8" X 82° SCALE 3:1 .XX = +/- .01 .XXX= +/- .005 289 Harrel Street OA Morrisville, VT 05661 SCL-101 -3 aOrFcoFasten Solar® Toll Free Phone 1.877 859.3947 p 4 , i Toll Free Fax 1.888.766.9994 MATERIAL: 6000 SERIES ALUMINUM O web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 Z QuikFoot, PRODUCT GUIDE Exploded Product View/8.0 M. - 1 Installation Instructions - 2 ." '�' Cut Sheets - 3 ■[ Specifications -4 ins... i il sl i Y r i WI A - EcoFasten Solar tA ; l6 I ( t •e 1� t7 zii t i QuikFoot— Product Guide Exploded Product View, Bill of Materials • I I111 . t . _. 1 't li i Materials Needed for Assembly �l i � a 'I Item No. Description of Material/Part Quantity i. I111 i , Q� �{{ ,r15N;,ll 1 QuikFoot Base Plate 1 11,$ 2 Fastener(Length to be determined) 2 1L ‘.14-' e � ." 3 QuikFoot Flashing 1 1 'r 'I . 4 EPDM Washer 1 1 1 I ci I 61W 5 L-102.3"Bracket*(other options available) 1 ,i) "1 r} 0 6 5/16"EPDM Bonded 18.8 5S Washer 1 t . 7 3/8"Staicless Steel Hex Nut 1 I I° i 1( II U111,! "3"' 61•,. t 1 br,'11 .r Required Tools FL[` , l I, r sr'�t.. t`41j . f © sow. i Y I r 1 jr111i #\ 5i(h f .3 rarli- i4 ld , i I 0 tl1 i :j,v '�^.f � � B Ft t J44 r„ 877-859-3947 EcoFasten Solara All content protected under copyright All rights reserved.10!09/14 11 E oFasten Solar products are protected rAr the folbvnq LLS.Patents'.8 151 522 82 8 153 700 82 8.181 398 B2 8 166 713 B2 8.14 6 299 82 8 209 914 82 8 245 454 B2 8 272.174 82 8 225 557 82 It1Il l .,!irk 11 ail? n t d j QuikFoot— Product Guide Cut Sheets: QF-AL-Base k' 44'4Tli {, i 2X Gi .33in / It at "' , r,'' 8.38rnm Iiirel . 3 t 11 kci a I ct, •o- iii, : pI i , eri N N 1; i o I `ly Soole...<1.1) t6 , - 0'C Ilt . Mta, ; 1.50in , �_ fl9 38.1 Omm �, + -,:if 3/8"-16 Stud Y ' f A Y1I• Y (T 'c C MQF-M : 1 .5'' -,t- is, . S °:_ .,t. OF l 1 .75' t y` 877-859-39*7 EcoFastei So art Nl cQr ent protected undo,c pynght A:lyhtS reserved 101O914 -..... . 31 '. ,' EcoFasten Sour oroeucts are omiected bytefo@owino US.Patents.6151 52282 815378082 8.131,398 828166.713328'4829628298.91462324"x454628272.17482822535782 III i1 , 0,1i ', t ti, , QuikFoot— Product Guide Cut Sheets: QFL-812 Afro 4 H 1 I {''l R.38in 6. .032in ii,i, ,oa lil '. 9.53mm 1 � 1 i 4ui , i; 0.81mm ���� k1 ll S +r 1 ' i ; ld I pd ma, ,i 4-4 t 1 4 �; ,,:r 11l rl"� 12.00in 1 " ''' . L304.80mm , - ", l` i It i , ,, ", `p 1 _ oIII t ! e 3.00in III - 76.20mm 1 `=$1 1 IrIE 'y m oAon B.00in 2.soin 70mm ] 1.---1, .. 203.20mml 891 ; x a .76t s q �..t +,' 877-859-3947 EcoFaslen Solar°All contentprotected under copyright.All rights reserved.10/09/14 32 P EcoFasten Solar protpts are piotecled by the blbvnnq U.S.Patents.8.151522 82 8 153 700 82 8 151998 82 8 196712 62 8.146 299 82 8 209. 14 62 8 245 454 B28272,44 62 8225557 82 ' 4,- Qui kFoot— Product Guide Cut Sheets: Bracket Options-SCL-101-3 (0' i P ��' r �w'1 3/8" - -� fl ,. hl Limmi .l �i :. fit l 1"� 1 tc p ;the � '� 46 SERRATIONS k� fi g�! C It' 9!'1:11 it 3.ai4 u v �� '1 y f 1qc! __t t. 1. ,t� "lip .' /g.. . _ R1 /16.. I , �,:. --1 1 /4 r ao ' ! (r, . 3 �.. -. 111g - ._. r� , ....1 , ci ? R-, 005 8.010 _1 '0. r - 2X k '01 e die 4.212r? 1` 0 c 60.00° 4i Y .r. 3/8 .006 .. 1/8- Pc( > F 3 1/8" 4IE S i / , 7/8X82° OCAEA:1yr } ,sn.. - yy 14 k: V f lit'a r 4!t 877-S59-3947 GccFastc Soap All content protected undo,copynght AA eights reserved 10109/14 _. _. _... _.. _ .. 37 I Eoorasien Solar rnbYIDls are proeced by the 29owrw 0$ Patents'61 522_2815,5 7008281813089281667138281 629 8 209 9'4 82€245454 B2 B 272174$2 2 22557 82 I it i N.:II I 'I QuikFoot— Product Guide Specifications " it .1 I " lyd �p• PART 1 —GENERAL I r E 4p �' 1`;l I 1.1 SUMMARY 1.3 SUBMITTAL A. WORK INCLUDES A. Submit manufacturers written specifications. B. Base plate is 6000 series aluminum with one 1TA) . QuikFoot base plate attachment bracket PEM Type Press-In Stud 18.8 SS. � t �., B. Submit standard product cut sheets ';1Ir IL. l attaches directly to the roof deck C Submit installation instructions C Fasteners to be compatible with chosen roof F jl 1 4ll 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values 1: 1. for the roof systemas shown in load test dataH . . ultimate and allowable load values specific to III II ,V (' B. RELATED SECTIONS ultimate roof deck specified for the project. 0 Counter flashing is 032 gauge aluminum em- f1 section 07600:Flashing and Sheet Metal bossed to accept shape of stainless steel base 1� 1 2 Section 07500 Roofing 1A QUALITY ASSURANCE plate t 3 Division 1 Administrative and Procedural Installer to be experienced in the installation of �* , - rill US Requirements specified roofing material for no less than 5 years in 2.3 FINISH 1 -44 )- 4 Division7 Thermal and Moisture Protection the area of the project. { -1 I 1.2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum y I„ " A. COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base fashing-Black-kynar painted Inspect material upon delivery. Notify manufacturer f 41111401 QuikFoot system consists of aluminum t within 24 hours of any missing or defective items. PART 3 - EXECUTION II r t '11 bracket and base plate with(1)stainless steel Keep material dry,covered,and off the ground until m stud,(1)stainless steel nut,(1) EPDM washer installed. 3.1 EXAMINATION ill d � and(1)bonded stainless steel and EPDM §' 1 M washer. A. Substrate:Inspect structure on which brackets t � PART 2 - PRODUCTS are to be installed and verify that it will with- 1 .=re • 2. Fasteners �' A.To be of metal compatible with QuikFoot stand !• 'li I ,'.,° bracket. 2.1 MANUFACTURER any additional loading that may be incurred. B. Fasteners should be selected for compat- EcoFasten Solar ibility with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies M C Fastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the vwvw_ecofastensolar.com 1 C Verify that roofing material has been installed system.See test data at www.ecofastensolar com 2.2 MATERIALS correctly prior to installing solar attachment I 1 • ! 3. Sealant(if required by roofmanufacturer): A. Attachment Bracket brackets. 6000 Series Aluminum(choose one) to be roof manufacturer approved ( (ArtaPP 3.2 INSTALLATION ; 4. Aluminum counter-Flashin 1.CP-SQ-Slotted t I g 1- A. Complyginewith recommendations for and project 5. Aluminum attachment bracket 2.F-111-A �'(- 1 o- 3.P-3-CSK engineer's C ply wit as for locationwritten of system Comply with Manufacturers written i u 1 �, 8. DESIGN REQUIREMENTS'. 4. L-102-1-3 stallation instructions for installation and layout. n�1 b 1. Bracket spacing to be recommended by 5. L-102-3" project engineer. 6 L-102-6" 2 Install a minimum of two fasteners per 7.7-101 I ' base plate. 8 Comp Slide 1o 3. It is important to design new structures or 8.Custom Qs assess existing structures to make sure that �, they can withstand retained loads. F877-859-3947 EcoFasten Solarw All contentprotected under pynght All rights reserved 10/09/14 41 Ivt EwFasten Solar products are protected by the lolbwlnp U.S.Patents.8.151522828153.700028.181.398828.156.713028.145.299028.209.914 B2 8 205 454 B2 8,272174 B2 8 225 557 02 • t 420" roof -.— - _ t --'- Q-- -- 41.t)Enginnered trusses 4' 333334"array&railing } — 4., 1/9Ade.C/ `a_S EAST ARRAY @ 24" OC } 1 g — — –%' .-� I } B. IAM ROOF R,NE 9 1 sv-.,— 4 N T 42 111/0 _ •_ j - -___ 533/0' array WEST 1 t 129'0 1 ' //77/7X � ARRAY 8 y" k 129/4 117/4" y i 24 9 , Open L feet facingUP onI sourH quickfoot bases attached to clamp range 14•' - I 16 roof structure by(2)i"x 3 1 i• " " - liROOF/ARRAY REFERENCE PLAN e . Array Start Point I i GRK SSD fasteners,staggered See noCe#1 i I INITIAL BILL OF MATERIALS and spaced not more than 48" 204" PARTS MAKE aMooec. Na. roof RAIL INVISIMOUNT STD 18 ti tI BASES OPEN L-FEET ON THE FLAT 54 BLOCKING (3)M4 WOOD ON THE FLAT 6 � • CityO1 Northampton MODULSPLICEES SPRINVMTU0 -AD B HT' �� MODULES X22-360-C-ACWR 23 Building DepaAment PROJECT NOTES: _/ • Plan Review ' 2,12 Main Street 1. EAST ARRAY STAR/POINT CENTERED NW AND OFFSEED • Northampton, MA 01060 SOUTH AND WESTOM RIDGES ARTTH 2. SOUTH AND ARRAY START AT THE CORRESPONDING CORNER OF ROOF 4'AWAY FROM GABLE AND RIDGE AS INDICATED 3. EXCACT LOCATION OF STRUCTURAL MEMBERS TO BE VERIFIED ON SITE 4. SLIDE RAILS ASSEMBLY AS NEEDED TO AVOID ! INTERFERING MIDCLAMPS WITH SPLICES KEEP -Er WI' RAIL ENDS 1' MIN AWAY FROM MIDCLAM PS Array Start Point " " E EAST ARRAY Array Start Point 5. UNLESS OTHERWISE NOTED BASES ARE EVENLY See note#2 See note#2 LOAD I VsrMOUNT MAT RAF/SAN IS IBUTE 72.. L /ISTAGGER MAX RAR SPAN ISR_ 300" roof ^ 1 156•' 6. INVISIMOUNT RAIL CANTILEVER NOT TO EXCEED {'OF PREVIOUS BASES SPAN_MAX RAIL 93/0 wFi� F � " CANTILEVER 24'. trusses @24 OC 4 9• � � 43FPAMINGErypRES MAV BE USEDTO REDVCE 4tt 208 'array& railing k 4„ -' -� 7 ADDITIONAL priiiii ll 30'' FROM END Em . } g _ IN RESPONSE TOACTUAL ECO8PTBASESAS } —_-- --��_—� KAND iII!rT Ell aaa3/' lir 42"117/ �� `a : ELTT- wag�� 11 R �� E DIMS 18C 12. ROOF M3/2 M�� � __ , --- MINIM 19Y Joh: BURGESS �i�9 MERMEN/OH Fl 1m _ i_ o -------- - .0 Open L-feet facing UP on -- un a "��- _ _ _-- -- -�- - 1 -- - I roof ool bases attached to 1 Site 108 EMERSON 10 1 '03/0" 46/0" roof structure by(2)4'x 3 g" 123' S/4 B •." FLORENCE,MA 01062 ti 4Z" 14/' 42" `0 8 [.• staggeredarray It 04%2' and paDedsnotmorehan48' ! ■ TRI ARRAY LAYOUT _ —_�_E� _— array , — -7_ } NO: 11501 I Date. 12/22/2016 191/2" --NINNIMMISIM — -- I- - F�INIE }9/4} ner: DANIEL GOMEZ DeDesisign Tool. INNSIMDUNT DESIGN ASSISTANT Es IFI risEi -i' I Dwg Sle' 1/4'=I'-0"!P t Size n.17 - __ _ 33" 113/0' '— 41:4" 4'' Revision x Dace SHEET..11/11 42" Pa 243/4, ®. A-01 400a93'4` ��®■� 2 -•,- } I Open L-feet on Ecofasten Quikfoot bases pv P. ., U8f0d 124/4'array& railing (2) a 30'114f k .001 3 attached to(3)2%4 blockingwithGRK • P551/4"x3-1/8"fasteners as needed to 311 Wells sued,SLOE B Greenfield.MA 01301 SOUTH ARRAY maintian proper rail cantilever WEST ARRAY 413-772B7B8 demgncNPosquaredroop