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31C-018 (10) 30 FORD CROSSING BP-2017-0575 GIS4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31C-018 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-0575 Project 4 JS-2017-000922 Est.Cost: $26497.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot size-sq. ft.): 105371.64 Owner: FEINLAND JERALD B&JULIE B Zoning: PV(1001/SG b(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 30 FORD CROSSING Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GRE EN F I ELDMA01301 ISSUED ON10/25/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:WIRE ROOF MOUNTED SOLAR, 18 PANELS 5.886 KW 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: FeeTvpe: Date Paid: Amount: Building 10/25/20160:00:00 $75.00 212 Main Street.Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File 4 BP-2017-0575 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 PROPERTY LOCATION 30 FORD CROSSING MAP_l.cl PARCEL 018 001 ZONE PV(100)r/SGb(lQQ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST - ` REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Btti_i�dinv Permit Filled out ,• Fee Paid TypeofConstructioa WIRE ROOF MOUNTED SOLAR, 18 PANELS 5.886 KW 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 INlOR ION PRESENTED: pproved_ 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 molif m�Delay ,.► i1.1!'�� /C7 - ,,�,,5/LC Sia. reofBuidin :*5icia 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 MOL-WA. Contact Office of Planning&: Development for more information. t'1i: kAir-U Department use only C ty of Northampton Status of Permit: OCT 24 2 .Is Building Department Curb CutmrtvewayPermit _-. 212 Main Street Sewer/Septic Availability Room 100 WatermWell AvaNability _ hampton,MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Spedty APPLICATION TO CONSTRUCT,ALTER.REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prpcerty Address: This section to be completed by office 30 Ford Crossing Northampton, MA Map Loc Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 24 Owner of Record: Julie and Jerry Feildand 30 Ford Crossing Northampton,MA 01060 Name(Print) Current Mailing Address: 413-587-0768 See attachment 0,0 Telephone Signature 2.2 Authorized Agent Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield,MA,01301 Name(Print) tor: Current Mailing Address: 413-772-8788 Signature .�_ Telephone • SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars}to be Official Use Only completed by permit applicant 1. Building $26,497 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection ]� 6. Total=(1 +2+3+4+5) $26,497 Check Number 0/62 This Section For Official Use Only Building Permit Number: at Date Signature: Building Commissioner/Inspector of Buildings Data Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Required by Zoning This column to be filled in by __® Building Department 111111.1111111011111111 --- Setbacks Front Side Rear ®--�Bldg.Square Footage Open Space Footage -.1--__ (Lot area mmua bldg&paved 11.1111111111111111.1.11111111111111111.11.11111.1111.11 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO 0 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 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Dr Doors Q Accessory Bldg. ❑ Demolition ❑ New Signs [OI Decks (q Siding[D] Other[in] Brief Description of Proposed Work: I^'°miroaor nwfmows IO-Qmm mowdugvyemn(ueoapvwk m,owerdeoih t Alteration of existing bedroom Yes X No Adding new bedroom Yes __X No - Attached Narrative Renovating unfinished basement Yes x No Plans Attached Rei -Sheet se 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 t of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade.,,,, Ix 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, Julie Feinland ,as Owner f the subject Property —.... hereby authorize Philippe Rigid'laud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Dale Philippe Rigel laud as 9waerfAuthorized 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 RIGOLLAUD Print Name ) 10/19/2016 Signature of .rte ' t Date SECTION 8-CONSTRUCTION SERVICES 8,1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address Expiration Date 81-17 ^ 6/G'I 413-772-8788 Signature Telephone p.Reoiatered Home Improvement Contractor Not Applicable ❑ ,Pioneer Valley Photovoltaics Cooperative,,LLC140077 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 E No Cl 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 10833.1. 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-vear period shall not be considered,*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 buildin>tpermit. 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 Habig 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 AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I 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 pan 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. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. �RIi6 leAnl Printed Name D to • Aa � Sign-t re Title Attachment A Proposal and Agreement p 00011665 Page 7 of 13 Idle and levy Feinland-May 9.2016 A_ ae `tWowvi uoiuuealiA of aaclu demi , y- et_ k_g_ V* Office of Consumer Affairs and Business Regulation _ .. 10 Park Plaza- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration --=:__-- Registration. 140077 i —� Type: Pante Coepdabon Expiration. 9/162017 TM 270458 PIONEER VALLEY PHOTOVOLTAICS# XQ PHILIPPE RIGOLLAUD - — — 311WELLS STSUITE B -- - GREENFIELD.MA 01301 -- _. %-- :-- • v$*te Addrm sad Manard.Mark rose trans. a --- 0 Addrm 0 Reyna! 0 BapMGatrymeat o GCard WA 1cYi`L on e ste fo"/gym: fAi OBkeNCePROVEMaln CONTRACTOR Lkaaorreptinsted.s-MFor indiniter.to Daly 6*ROVEMER{ QNTRACTOR before the apintion darn If fond area 14: RWhtr+Nom ..111777 Type. - OMR of Commie Affairs and Busing Rep/Wien EaprNio _ 'IY1"�9�"l117 private Farah Piro-Boas Sl'!p PIONEER VALLEY PRO-,2.5 ' ICS COOP Bodes.MA 02114 J PHILIPPE RIOOLLAUD _,r 11 bREENFI LD,MA 0 0 - ...tea -.....�,-_ r feRE.'ERFIELD.MA 01301 ..__ 11.de.mercmry Not valid abk Massachusetts Department of Public Safety rip: Board of Budding Regulations and Standards License: CS-106329 -. Construction Supervisor MAYA FULFORD 158 CLARK DRIVE , y T ••, . GIULFORD VT 06301 i.i t 1. Expiration: Commissioner 0311412018 • ACCORD.D® CERTIFICATE OF LIABILITY INSURANCE pgTFIMWoDNmI 1Nr--" 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 policy(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 an this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 4441441. Linda Powers Webber & Grinnell 1,K PHONE (413)586-0121 IFAX mimes-Gun Wiwi ,lp-. ._. tam xOX. 6 North Ring Street ADDOREs ,1powersewebberandgrlIIvell.cam 11 T. ___ INSURERI9)AF0ORDING COVERAGE i MAIC tl _ Northampton NA 03060 INSURER AYe®rleaelLiberty RIMMED INSURER a Excelsior/Liberty _ 11045_ Pioneer Valley PbotoVoltaics Cooperative, Inc. osuRER C:Peerless Indemnity/L betty 18333 _ — _ Pinkli Attn: Kim m Iruuneao YibertyMnGval Insurance _ `24298 _ 311 Wells Street, Suite B INSURER ell.T.N. Mutual I Greenfield MA 01301 ,DSVRER P. i COVERAGES CERTIFICATENUMBERMaeter Exp 1.1-2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF 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.LIMNS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TM9R_,_ TYPE#IM^uURLIM:E __ . .a a MXKYEFF LTA pe0 WW` POLIO'NUMBER I IMWWOIIYYYII LMWVOLICYETP ODNYYY)I LIMAS X 'COMMERCIAL GENERAL LIABILITY r– cM.M 000URREM:E 1S 1.000,000 DAMAGE-TIC)fig REO— 1 A i CWM9#IPDE. 17LJ OCCURI PRENJ,EE.gfrte1101_..$_ 300.090 CHPe348623 2/1/2016 1/1/2010 IMED EXIT MT onepen/GI $ 5,090 PERSONAL a PTV INJURY IS 3 000,090 IGENt —— I— I AGGREGATE fMet APPLIES PER'. ! GENERAL AGGREGATE S 2,000,000 [,8jPOLICYI PRO L ..I I — .IECi LOC PRODUCTS COMPRW AGO 2 2.090,900 (OTHER $ _. AUTOMOBILEUSIUTY I 1 ICCOMBINED ABELELIMR $ 1`009`000 Ira A deuIl _. _. _. n L 1ANY AUTO _8 l IBODILYBWIR (PG peR 1 IS AU.OWNED SCHEDULED W037262636 1/1/2016 1/1/2017 BODILY INJURY(Pers t $ AUTOS AUTOS IX thREnAUFO$ I E„I NONOWNED SII 1FROFERIY DAMAGE f L I VMpu,snpi ma4nst BIGOT $ 100,000 X iNI16RE4tALIAB 1 T OCCUR EACH OCCURRENCE $_ —I '— 3,00011000_ C `EXCESS LIA9 J„_. IOLN615MACE AGGREGATE _ $ _ _.1._0000000 DED X RETENTIONS 10,0001 l CO0177126 1/1/2016 1/1/2011 [ $ WARNERS COMPENSATION PER TE 1 I AND EMPLOYERS'LABILITY YIN I V — ZANY PROPRIF.TP RPA TNEr EXECUILVE 'I NIA EI EACH ACCIDENT P 1,000.1000 D OFFICER/MEMBER EXCLUDED? ' IEManEatoyIInnN))m SW357072282 1/1/2016 1/1/3017 E.T.DISEASE-EAEMPLOYE$$ 1,000,000 Ks. ea DESCRIPTION OF OPFRATIOGS beta„ LI I XWSS7072282-CT I EL.DISEASE-POLICY LIMIT I$ 1a 009,000 111 I 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddWooaI Remarks Schedule,may he attached H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Information Purposes only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATVE Linda Power s/LMP <L –�� °'+� ©11988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025,D,ann r_o The Commonwealth of Massachuscus =WI.- at Department of Industrial Accidents .41Ntai v I Congress Street,Suite 100 0� Boston,MA 02114-2077 .em,a www.mass.gav/did Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Api licapt Information Please Print Legibly Name(Business/OrganizatioMndividual)[PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD,MA 01301 Phone#:413472-8788 —_ Are roe an employer?Check the appropriate her Type of project{required}: 1.0 l am a employer wim 40, employees(full end.'cu pas-time)' 7, 0 New construction 2 I am a sole proprietor or partnership and have no employees working for me in B. ORemodeling any capacity.(No workers'comp,insurance required./ 30 I am a homeowner doing all work myself.Ng workers'temp.isms mooned.]' 9. QDemoG[ion 14.01amahomeowner and will behtnngcontractors toconduct all work onmyproperty. I will 0 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12,0 Plumbing repairs or additions Ro l am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 4.0✓ Other SOLAR PV 6.0 We area corporation and us agleam.have exercised Sir right of exemption per MGI.c. 132,§1(4),and we have no employees.[No workers'comp.insurance required,] *Any applicant that cheeks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit Skating they are doing all work and then hint outside contractors must submit a new affidavit indicating such. 1Contmctors 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. lithe sorb-contracors 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: A.LM. Mutual Policy#or Self-ins.Lie.# XWS 57072282 Expiration Date:01/01/2017 Job Site Address: 30 Ford Crossing City/State/Zip:Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGI c. 152,§25.4 is a criminal violation punishable by a fine up to S1,500.00 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. Ido hereby cam'under the pains andpenalfes of perjury that the information provided above is true and correct Signature: /jyDate: 10/01/2016 Theme#: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# • Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: FEINLAND - Northampton `PV)2 PV Squared n ' —, . - • _- �rrl' . .: y . 11111 Hill Site Address: 30 Ford Crossing, Northampton, MA 01060 Owner Name: Julie and Jerry Feinland Phone Number: 413-587-0768 e-mail: feinland@comcast.net System Size : 5.886 kW DC PV Array: (18) SPR-E20-327 modules in portrait orientation as 2 rows of 9. Mounting: Ironridge racking on L feet on Ecofasten Quickfoot bases. Roof Structure: Engineered trusses. Please see engineering report attached. Roofing Material: Asphalt shingles Mir G> October 28, 2016 Mr. Bill Killough-Hill Pioneer Valley Photovoltaics Cooperative Inc. 311 Wells Street,Suite B Greenfield,MA 01301 Re:Feinland Residence,Northampton,MA GZA File No.02.0172356 oo 163 —. - PV Squared Project No.11369 Dear Mr. Killough-Hill, At your request GZA has reviewed the information PVSquared("you")provided on the roof and supporting structure at the Feinland residence currently under construction at 3o Ford Crossing, in Northampton,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 includes construction plans and manufactured wood roof truss design information.The manufactured wood truss design information bears the seal of a Professional Engineer registered in the Commonwealth of Massachusetts. The information you have provided is attached to this letter for reference. You are proposing to erect PV panels on the south side of the house roof.The house is a two story residence measuring 29'x34'.You report the house is currently under construction.The residence is designed with intersecting gable roofs.The south roof is designed with a glia pitch. The roof trusses are designed with 2x6 top chord and 2x4 webs and bottom chord.The trusses are designed for 24"O.C.spacing.The residence is to have a plywood deck and asphalt shingles. Recommendations: While the design information that you provided suggests that the roof is sufficiently robust to support the additional Dead Load from the proposed PV system,any conclusion to that point is predicated on the assumption that the roof and supporting structure are constructed as designed.Since you report that the house is currently under construction, prior to installing the PV array,proper construction and truss installation, should be field verified. Field verification should include confirming that the trusses are installed in accordance with manufacturer's design,including any required truss bracing. Conclusion: In our opinion the documents you have provided suggest that,as designed,the roof and supporting structure are adequate to support the dead load of the proposed PV panels. Fenland Res Bence, Northampton,MA File No. oe.m72356_oo T-63 m(afl/2m6 Page 2 Construction must be verified to be in compliance with the design plans,including the truss manufacturer's design which may include required bracing.Once construction is verified to conform with design,in our opinion the roof can support the PV array. We base this opinion on the information you have provided and the following assumptions.We assume that the truss designer/fabricator(Universal Forest Products)performed their design with the proper load distribution on the truss(dead,balanced and unbalanced snow loads,etc.). We assume that the roof supporting structure will be constructed as designed and that all required bracing will be installed as required.Installation of truss bracing must be verified prior to erection of the solar array.We also assume that,owing to their slippery surface,the solar panels will shed snow better than the asphalt shingles.We further assume that the panels wilt be installed parallel to the roof,eliminating any additional wind load.The ground snow load for Northampton is 55psf.Based on the information you provided the proposed PV panels weigh 2.6 psf(3.6%of ground snow load). To summarize, in your opinion,when construction is completed in accordance with the building and truss plans,and when the trusses are properly braced,both of which must be confirmed, the roof will be structurally adequate to support the additional Dead Load of the proposed roof mountedPhotovoltaic System. If we can be of further assistance,please call Jonathan Rugg(603)232-8794 or Carl,Goidknopf (6o3)232-8792. Very truly yours, GIA GEOENVIRONMENTAL,INC. • Jonathan Rugg,RE. Carl Goldknopf,P.E. ' Project Manager Senior Consultant - CARO, Bradford W. Roberts, P.E. N0.31968 rl . / Senior Principal/CR/Division Manager `.`�', -rr +, , t: Attachments: -Proposed PV array information and building construction plans. • 11V/2 FEINLAND - NORTHAMPTON PV Squared STRUCTURAL ASSESMENT REPORT 10/13/2016 ii.ava=sarrwa Wwnsi NNrF 1 , : 1 - � r. €. 1.. crypt r lj -3 1 ; Site Address: 30 Ford Crossing,Northampton, MA 01060 Owner Name: Julie and Jerry Feinland Phone Number: 413-587-0768 e-mail: feinland@comcast.net System Size : 5.886 kW DC PV Array: (18) SPR-E20-327 modules in portrait orientation as 2 rows of 9. Mounting: Porridge racking on L feet on Ecofasten Quick€oat bases. Roof Structure: Engineered trusses. Roofing Material: Asphalt shingles DOOR SCHEDULE _._.-._ _ "—�---- ®� =°' : ,w, WINDOW SCHDULF m � Cr .4.71r _ ; I _ rt— —�— --'*—or _ ---r--, .,." , tel —_ sr s 1 ��-��jj1— tv '—r—r I 6 }7 � l _ Th p 1 ` . --/-i,,, --M „ ! `t a---- “..4. _ P PIn'1Na P PIn'1 / j fl/. -- \\L — Tell ! t 10 I 11' - I i , I f Sciie mai 1 g. , A a IFS (v I� . 14 MI IT 1 !/ i. l� 1!` I. ei,] \ L. ark •••I i 7..- ice'^ 1 I � � ( ; l pr��Y lam' i I i ,.SY3�lI0Y ! • -t t I nn � ,� • ik s z o £ a ; o. d r L _ 1 r1 I El X11 -,: 4 _ I �'�_ ,,i ` II L L r_ Lr .ems - .. ic INN. I. Y s er/� odd pl ��_ i.. 7.7)' a — st45 � �,� , - i Ix �.� _ /---Th '..; *;ii {s er 112g .1 1 drF , OwnerA p:, Projed Name an' —tee -ccv ..r . ✓ 1l .,�,r •u4 . ' - 1 Location: "r II I � . _ ._ II —r j if JI —. itti11 1 { I 1+� scale . .. . :'F G i -: . 5 c 41� - Approvals: i( C vi _ - rSheelNo.u.`.Er — — rr„ III •:I ..: :::1:Vi:‘:S',::';t:r',i; I ,, ...< - '-'-‘,. , N. ,- 0.,... % g_- Owners I ! • . 1 , •! I . , , , . _......- l d ? I . . it r , , _s, s 11;i' •r ',{..1. i ll 'li y-_--•C• Project Name d I I ' 1'j• I ., .„,,,, AA amss.asses— k A'TS'TSA: ' ''' nit'•4-1 :-A' •:'71:--:••1 '. ' - s 111 L, .44-A '''''' a - - lessalinn: SI" .-- --,s•• l I. 1 i CAS s-• ' • • II / , mv.-ssis . it1DSle , ' S • , , I -.. i I U A -- 2A-SAA.A;SAL , I i " . ,.. 'Ili . , --:' . I I A r'• • I I -• II Approvals, I .. v ----. A , Sheet No 4, 3of ' ;I f�; iol ID I If. t—n_len Pi lailh 'III iii 77ijy2�jpp ,mu 2 24D' I.F11li F3 'ifi ,ib {� l ,n3tlF 1 IIV" , ie e/�. ,D Iri i ,tg imaa Cannev orYotai uat 'donut 1U628 a J rtk� •.o 0 1 3s°. ; _ .!f: { i0ll, tl 34In V11�p3 HUM 11 .ft= {•F{F551 34 o db In� F yi -- - i OP dah, VU3 1 t,.- : 2 4 jpiiiip _.„11:I t ,.., ......... amm ! ■ 0.4 22 CU mum �- d s De � o _ - . n -. _.._..- ._—_. M 4 1�1 m 4 =DBBE ID p10vMB 4 rta m= ID onOov de of 002 lM bearing�aIon. nr lar t3 v c Fifa Sob —--Ynx -Inas Type ----X-112nd"_ Ford Crossing Northampton,MA 15092448$ TUI COMMON 10 1 Unwesd SinsthSw15 -. b. t5 Ma q)Ma Ns 6121 IDOddyE b50 taut W 1 2a 6-2-10 _ 12-0-0Yry941117.9-1.M$MLIUyErye vN1,WUYM4 Jegp54.0.1) CMOE46YNU610.VOxIFX 1�Y:ka I Gam •_� 3f_6...../.4._._'4 e%0 I go Seek-1442 � � i 7 mIIt5? "'CC'. � �..�\ 5ay5 • \\\\ V 6! 10 12 re 6. 8 15 is I- d 0 1u I 607 Rate often(X VF 12.0-113,011 V0360291,10,1.13,0-14L la0 .1}s9. &1)O .__ LOADP P5) SPACING 244 051. - CfFL . TOLL M.0 I in (Inc)OM'1 v999 Lid MT2O GWP (Roof SMx=M01 %PIsLusterD WL 18 TC' 069 V I(LL) -0.26 by x933 240 M9) 107/144 sOL 60 Reps ss 115 BC 0.60 veddTL). i42 BB 6 Sw So• wEmamg YES xre 0.27 .wmu am 6 oda w-uCIXaiR^ 662607 (A Erni 100 YWxM} Wvq'LL) OSS 4.9 +YA 357 Wept 99 FT=#e LUMBER- _.....BRACING . . _. TOP CHORD 2x4 SPE 2100£18E TOP CHORD SNcWral wood sheathing dIefy arylg1 pL3600 purlln. EDT CHORD 2X4 SPF Not BOT CHORD R cWlling drx9 WEBS 2x4 SPE Not sEsseR' ? Ya[pItMW1060016ao1g. WI:34 SPF NOS or 2E4 SPF Stud REACTORS. (E&sEe) 2,176.10.3B 2-12SE—T 7 036 Om.02.12) Max Harz 2stECtl.0 r) Mmupm2=50706A6ifl(LC 9) FORCES. Ob).Max.Corm/Max.las-All form 250(Ib)mass except wten Miami TOP CHORD 2-11-1611/101 Si t=3564/315,3.18,421:12/329.4-I6s2107/Th.4-17s-210713K 617,-282/329,5.14M504/315.6-14-1611)101 PAT CHORD 012-145'1776'}12-154/2083,918 d13%,1S-1 -.3/1306.14.19-3/138.5.3 415>I54i0S3,1315101776 WEBS 4-8,--I19/984.S "48604,49-110g(M33S85'A4.2105,151&30,11-12-S3I217.1011-96/571.2.11-10311116. 6.1y151A2}y1415-53421)1314415716t5-10311ffi NOTES. j Sn .ASCE C-C,100mpk TODIs S(FJSF BCOL3fbsl readx Catlt,Esse:t*fDOL:MWFRS(WwP Dian CLEM,np(21ame:csekrvr Net OM TOLL ASCE (am Opss atr forma:WFRS for reaxa¢slpxn:Lumber 001=i 60 data NTP DOL=LSf 2)TOLL Abf.'E 10w PFJO.B psf(lat rte snow):CNpay II:Exp B:SANAS E^P:01=/3 3)unbalanced snow W]s Moaftarta of 1Ia Ms{105 i. 41 alasx65 beer designed fa Water N min rodindsegd W 16.0µ4 w 2.00 Wes M roof load W40.0gf On overlaryt naMpnourrem with ether We 5)Pts PAt las deendngrt4h a t00 Est belt=chore We pudesTs.uxrml xffirany Wur Est Utlb. Sr ThS NM NM teendesires for a M wad 0i 2aCcd Es Ne ooama drsd ita MoasMrre a ratans*5SO ta b5'2-04h4dda s4B bedESS IN,t00dn thud Mq any other memtec,wM BCl4-1 tsn dilliCal conneceon(Oysters).of Suss So aplate 1h1MITTs Inns siged In min a 2000 immemadaResidential e sections R502.11.11t cod R80210.2 and ra tn0d standard AN91?PI I. 9)"Semiskjid g4Atrub indMng Flet'Member end Est).model was used in the analysis and design M bus truss. LOAN CASG51 Standard rr� ? *dM RE V �e PREBLEY / Cµ4ML /H bry a p Wq 4't3TE"' EaAafu£r ..m.^ r a rwa etre T m->m sits ..m me=ets w r�..sema rs..m.rrm ..w =....w4 'm Truss Type! —1.q'y I Ford Crossing Northampton,MA 150024488 TOIGE COMMON SUPPORTED GAB 2 t urt.iuml PmNitr _..—_ —.s taw r 0201 �IMwws Its 0i 1812. 121106Pa3 ID':G,JYEymMfIV JJbSMUUm 40NIZB?U Oxxx9CUdbODgalFIOB1FenuAIzfFX2 iRb, 12.024-04 25-Z8 F 1-2-8 1200 .. .�....� ..__., t ...... 1 .2.0 Ilesie.1 45 1 6. w� 7„� / 20 11, \ � i.G . .v... ...' ... . . . .. .s. ..... . : . ....,..'...a ... ... ._ .,11a 3r:1= zo25 W a 21 b Is 2 1e �_'� 24-0-0 Peet i;(Vb:".0903o,P302 .• . bbidadd.W .LdLad to-0-0 ....... LOADING(era) SPACING 200 C&. DEFL. PLATES GRIP TCLL 90.0in (KK) YMI Ltd (RodSows-40Q Plate s0oLN L 115 10 016 Ven(W) 002 1S Nr 90 MIA 19]/140 Ma ISA Sumbae%L 115 BC 009 V R) -002 16 Nr 80 SCLL JO' Res Sens lm 0.91WB 014 tbvT} SOO 19 Na Na SCOL 10.0 Code IRC2rtP12(p7 (MasiWeight lWis FT.4% LUMBER, .... BRACING. TOP CSORD 7x4 SPF 210:oF IbE SDPCfURO SiM1K rrwMf MCMvg deMr(pp(ad or 6Mlocp'earm. SOT CHORD 2x4 SPF No.2 BM CHORD WO wlllros tFt yappiSsIo1680 eabaaI1g OTHERS 2,4 SPF Not or 2x4 SPF Stud REACTIONS. AS beadn9s 2400 (b)-Mm to .2=16e(1.Q) Max Spirt M upP 100 IS or lass alprf95)2,22,21,24,25,20,20.19,II 17.16.14 Max Gras All smssons 2910 or I.ES.S Moi s)21,26.16 exopt 2351(LC 12),22s368:L02)13 a2SILC 2L 24 281(I.0 2), 25.207LC I),20 19'm 3).14329L4 at 19461(LC 3).17.287(w 1).14=3510-C 12) FORCES. (dab)-Ma.Comp/Mos ten.,W frim'250(2)0,lean crmptwnm lio m. WEBS 2-22'+320/70,NQ3-29pO,920-328x10.10.1Y4-28980 NOTES. 'OWN'.ASCE FOS,10Llph:TCDts Wada',sca.a UAth=44ft Cat II.EW S.err-Seed MWERSZWrlselYKu EEe4SZ)z l:c e.c kW and 14111000Sa1 GC for memben and fcgas MWFRS br realpans sbrn:...UMW OCLs160 date gdp WL,1.33 2)Min designed fur x a baro,one W4 este W W ott.Sot satlseW%M to wind(normal*The ba)Mt Standard Industry CAW End Details as aSiskabis,sr *Signer aS pa UTPi 1. 3)10U,ASCE 7— 0µn(iarfsrwv Calgpy n�EmB Pman F'R:rnt.i 4)Unbalanced slew loads hest been mvsIered for Ws design. Y 5)This truss has been designed for greater of nrrvn dam/live load of 160 pet Of 2.00 fine al roof ba4 of 49.0 psfm overharps nanwlnvnex wp1 other live ba JS.. 0)Msloes are t 5x3 SAT20 wWIWodwwse,Ma.d jabs Studs =sinuous syss2d at 0-0oc. bealne. 9)This Nae has been desgnod for a 100paf bosom tlwd tee laid nommnasseIMtlI wry other 1st loads. lermNS Pas has Cees designed fora i*load of 2adesfon thebstionssestst nal yeaswtrre alattapk 3F0M try 240 wttlew0 RIi lw fl thiaGaM1 . dastard ars CYbmaoW9- 11)PmW*mochas*wnrb'[Nn(by odp5)of Tans to beamy State swat*of withstanding 1091b uplift alio-Ms;2,22,2),24.25,26,20 19,18 17.16,14. 12)Thb tats is designed in NYIXCance MN the 2W01nteratad PaddenpW Codesa.WS R502.11.1 and RS02.102 and referenWO standard ANSI/WI 1. 13)Som'rfgd pf ahbeab NAL;dirp heSi Harter ad fixhy mMtl was used In the analyze sod*sir of 0.p puss. LOAD CARESS)SLsniatl PRESLEYp <elwe .mem s.nlwu s Iftr gu,„,. 5 r•.w c1^^ au.nb um Sb m.nminuro u4 OD Job Tnss -- renwType P [Ford ClO551ng NOpWn, A 150924488 1102GE !COMMON SUPPORTED GAB 1 1 uerorw Wcl PaLwis � -y�jom MekvInx1s�M.."#i Inc oaaMa01161✓'•e320i6 Pogel IDGJY[ryrygf1VuJJ11SMLIUybly91M X0611LMIYJKPI[KSp&UflFwT4],1(JJibIFX6 10 ,__ 11-YO 22-4-0 33 10 11.2-0 - 11-2C �.tQ & lS4d 1, , I N mr,z / rt : NI: It e;xR. is 2ti 2B 27 26 25 24 23 22 21 771 10 2.2 17 2.6 1 . _ _.. 224-0 ..... .-i -22-4-0 ""_ ..._ ?a_ie,Osek._�M..r 06EWa 0-381 .- _ .ins _ ._ 1940816190 SPACING 280 C9. SEPL, ) al PLATES GRIP (RtTat 400 PlatOL Gn>D1.15 TC aid VerIl,L) dW in015 OMofr 190 M120 /971144 (�S a) Lumber DOL 1.15 BC OLS Ven(1L) -001 15 Nr 80 WO. 150 Rep Stms Inv YES 2 WB 031 Hrsll) 040 16 Na Na BOLL 0G" Code Ira 9iiRftlG1 i iNttn Wegry4'1ffiII) FT 4% BCD', 10.0 LUMBER- -.... BRACING TOPGglR02x4 SPF No.2 TOPCIORD Sbubrel w(W Neappe 6reas appited ce SAW 2 pules erceq end wlh415. BOT CBORD 2x4 SPF No.2 SOT CHORD r.sraa,&a apex u fttNrcIX8-25 WEBS 206 SPF Not of 2d SPF Stud WEBS Tatem. ZA SPP Not-033 OTHERS 2K4 SPE Not of N SPF SM"Erppl' Fasten(2)0i and leta m narrow Gpe a wins i 1401013113"I nails.Rpm o.c. ST6.ST5.2.K.1 SPE No2 mN 3H minimum imum endduuze. dm91n9tmom xuawet terKxn REACTIONS MHoillop224.. Ob)-max z29llwwi'LO 6) Maxi HorUPI All man 100 lb or less M26210)16,24.252627.2221.19,1&1T)ex.(Mpt 2S -14IXLC 6620�126(L0 7) Mae Gm 4115 LCI 27Ib r ICSM22 723.20.17axp4LR49YLC 12).II. IS27012).24 7,C 21.2524060_C 2). 26'26nLOi}Y7R7W.I),22-AM.ca).21 1Y/LC 3),im2&%NL n.18.270QQ I) FORCES- (18-).Mat.CompArlax.Ta.MI forces 250(Pb)(Ilea except when shown. TOP CHORD 2-29--2831121.74-l23"261.8-9z-1X1261,14.16-283`76. .WEBS 7-2,1=-32f1/55.6.2 -20.91105..922 32855.ID21--2£21WS NOTES. 1)WSM:ASCE 715:100mpn eCOL-S 0pst BCM'htRSsi M124h Cat IL EW 8:6818-061:'MFRS(borne)m4 CC FJIIenM2)Ane:cantilever Marra nglnsass designed* ((members an Mm58 Me nR6-.rc<enNAM.Wmbet DOL-aPOPohe^a ),L=103 2)-PS a¢gned*wail Yb* the pec ofeq wu wary FIX ebNas9aai m rind inmroi to the fa ).sae 5urdeNm3rsryGffiIeEM0e1a15mm applasbS w7-( :P uOTMM budding NSaner as Par ANSV(P11. 3)TCLLL ASCE 1-05-PFJ0.091(MmA dnwL Category II:En.B.ParltPlly Ey.:CACI 1 4)Unbolanced snow loaf s Wive been mnsidesed fa the design. 5)RK Puss has.peers d red or Past CNmn.M Wye keGe160 bait psi a2(kCmes flak. 4W of 40.0.1.n4 or,c......enngs rt-nasavrzN SMn%ter 6.12MI 041105 are 1 52.3 7)GdlbrMo orlc ntinous bottom Mbearing siunless othEowne nbp. 0)Tn 4 to befWy dpmted from one boor senseiy h'a'm aY^wst sisal mwemnn(tea tisgarid webs 101)TT*vsh s oral deBU'v bottom 44 11)•his puss has been pned M a lie badof afmwte�n din ad woes any a rectangle 34-0 ma by 2-0-0 wide will 6t between to bottom m and any alter met.. 1SPdv4'e mechtatal oor.m.clon ryy ceera#(71Nsl¢deam.g Pda meth a ne¢Wdri 100GeyGRal Jan$)10.24.2520.1t22,21.19.10.17 &ItMn 01W 24145,20=126. 13)This ns6dnlyned ln&.mNare with the 2059 Intenatonol Resident?'CadesWVms R502.111 and F002.102 and refermcwd standard ANSI/FPI 1. 14)Sdn,rgi pitclEeeals including Ives"Member end fixity mode was ufad in tie AMrys an rwvgi of 1110 Mss. la WarinP AMrvw celnawot aw stWlry bents bi mm system 9+u W1asnn tIP2ex dedw)ls 14*"Ws rec006. LOAD CASE(S)Standard ? f lingi� M � • sPRESLEY a . (L r� 5 sm's- €p . . - 35tNA coG 3353g figt;; l .m 351513113313€5333 n y .a�era ° iIeaow , s_d: *T. .1n,.�rtr a Jab IVIES Tripe fype FN Ford CroSSing Northampton.MA I 150924488 T713 COMMON t `unneea Forest Produas .. Insxa 6Y112342O1Papp 941VmJSMIJUSAyaLVNe IMSCeAMS1UX?aFJSEPGF1 1.4X— 6412 ( 1TI_I 1 21-7-4 Z1-0 29-04 1-0-129 IN emu AA.-till WO" 5 /F 27I i'l mi �� � 1 1 � 37;31 20 I A Ft 25 m a al 0.0.316 x 4u101 r 943 .. 1&51113 93 tW01fi5 reap SPACING. 2-00 SCA DEFL In TELL d0➢ Pate Ott DOL 1.15 LC 0.77 (1a1 '009WPM LP PLATES GBP (RoNS 0) DSOIL) -03212-14 >999 240 MPA 1971144 ECRL 15P LumM DOL 115 BC 0.61 Verdli) -05112.1a >W 180 MSORS I4flnW SCOL DA RepSitess102 9/ YES 158 0.62 fWi{itt ¢09 10 Nx a'e SCOL 100 CodelRCZCSSAMOS (Mens.-741 Wirpq,) ao214II >yA 3T Weight 14111b 12=45 LUMBER. •. _ BRACING- _ TOPCMYRD G8 SPFNo2 TOPCHORO Stearal wend sheathing SOT 040/20 PA�2107P ISE SOTCORO Asst wawa Seely GIGS aa, 10,2-0 es MIR WEBS 2x44PF Not SAGapl' WI 2s4 SPF NO2 or 2x4 BPF Stud SLIDER Left 2x4SPF SM or No.21-11-12,RIgN h4 SPF SM of N3.21.11.12 REACTIONS. (Mite) 2=22a1N38IMP.63-).10.2.251.0-34 Ben 03$) µu 11ca2-249ILC 01 Max l)pA-850LC B),10x0(LC 9) FORCES. Ob)-Mu.Cumpf4ra Toa.R!>ros2W(t)or Asa Accept when sawn. TOP CHORD 2.5-93010.SI -1022F103-27€}339,4-2aa2518)418,S23-2318/431.5fi+Y215457.. 4>17•227545>,1-24-280W431.8.24a-2518/410,63-2160W339,9-20-102220,10.20=930/0 BOTCMORD 1511-231/1501125-121179.2526-121/2M,1428'121/2050 14-27071416,1321701415, f 32AGOt1415 I24O H41S.12Q9o-12It200,N>T--RLO0t2l-3 l/20 ,1921-I5ti9 WEBS -127-192711568-12=11 ry203814a192/115e 4-14-7101293,2.15.40780.17.184/503, 10.18-284172,2-1099fi9,15-18.•1241/104,3.16-18181291,10-197007pol213280593. 20,22-281172,107299'7,l922 124484,912-1818291 NOTES- 11 WN:ASCE 741,,l Wnph 1COL=5.Opan BCOL=iOpet M24k CaL II,Cyr 8,enobs.c:mWFRR(1. I and CC Evens(2)zone.cantilever left and 2)6440.11_�1M F 400 eVOla12N Awn C&pery nrwpB; aawm;AGy Lumber p}L=1 EOdale gnp MSG 13 na Etat 1 3)Stharancect sem Pads naw Mmmis6kreds arradesign. 4)Tne dt451as been designed for greater et man merits load of 16-0 Peter ZOO Hoare Gamer bad 0140.0 P47343 OVeftan s norraoMmemwel oherhve baa, 5)All dams are M120pubs unless Msrise'staled. 61 Para bus shnsb desGsat v a 100 tbbobn Sod lte toad nomvdl ntwah els other Portals 7) Tr15 nd lly ten dwgrlrl lit a AC load WN,(psl on the baton Tad M allarars Mee a Aeprgb SOStaner N)OwY All fid Glaser the MING dud and any otter mambas,with BC PL=10 001. 8)Provide m,Jesmgn mreco tdan SAM)the num to Cranna PIM rapt*Co yglp%5g 100le waft d800212.10 9)This NVdnea ed M tttaWrre wbn N!}' IMan6lsl Re47eldfaY sedate R502 81 and ROSSIOS act referenced aladagANSISPI I. t11SCNMgbp'ndreale M.MM1 3MJs'Member GAGS mWd was used T to aWpSaMSAGA APB Same LOAD CASES}SMMad - 1a rr w. i' R \\,...1k \ ASi191a ' E4 . ares r ares . �ae4.k, aM .tmaabit.a , w ._,badrnSs lm.,�4434443013144144/333414441433443 . m_ ) - IO GCIVEyrygdnvmAlnS.640 s v 102015 011h /as Type - fly r Di&n,MA I 150924486 T03A COMMON 11 1 i Ern tAswRnN — D6IH J -- "" YGn tt 16 015MiiHA TInc Tse Mar 0 :2252016, 10 7-4422Nllll(Voen9mMwrIEwLSCw01MITr2R1 X �8 144-0 21.74 29 04 amiv E V 4! • • � .../// ',. • 1 � _ 2l; p 443 19-2-13 X900 �....... 9-9. ._...... 4511' 443 1 LOADING L $ACME 200 CEL � DEM- N (1°0 we a PLATES ORP 0 TRS �00 Plain Ger _ 1.15 It 077 'Acta) 03111-13 490 240 MRD 197144 TCDL 170 LIMCCl DCL 115 BC 061 Ven(R) 04111-13 *69 180 MTNMS 1481108 BOLL p.0' Rep0bsss incr YES WE 0.62 Ho*TL) 008 10 Na ala BCe, tOQ, Code IRC2009RP12007 Watn1M) WSILLI OWI?i6 499 yA Wel*1473 FT=4% . LUMBER- BRACING BOP Ntllb CHORD 2x65PF Not TOP CHORD SOu `al wood YxagopgcM or'1-1115 oc poalns C WET CHORD 2x21031,SPE21031,1.8E COT CHORD 144914¢any drxLy yplledor 10-0.0 daor9. WEBS 244 SPE No Rimµ' W1 21/44 SPF Nota 2A4SP Sad SLIDER Leii#4 SPF AMw No 21.11-12,Rioll 2:o1 SPF.Stud x&121-11-12 REACTIONS. Pd5¢e) 2$222\70 944549),1(k2t53'AKK arA`aI 24114-2,200(LC7 Max UpIIf2...651LC 8),10m$7(LO 9) FORC0.4 (Pb)-Max.Como 2w.Ten.. ll fns 2O(4)4r le,except when shown. TOP CHORD 243823V.3 -101aV2O3•t-2/6431946x282 e3t.56=22T745L622+49281#B.P-2Y-2344430 78+,2@5,419. 49=-2)71(440,9-19-1662121.1019..-S53N ROT CHORD 1416-2411750.1623-157/2052,2124-15772152.1324`-157(70,2.13-259I1417.12.25y1417,1236411417,112641n417. 11.27.-158.0157.27-28..,158.2057.202s.158,2057,181-16/746 HESS 6.11..-19. 1163,8-1/.,-116,2°A.6-10....19221146.4-139929..‘-02-t4.lO74R 6.17 4Tq,i .f7-_27911412-17*4 14.17,-1241I179,3-1 T412029210-10-0750.20-21AY46,1421.467/242,10-21=1411%,18-1 n1245200.0.21-4994,.1 NOTED 'Maas ASCE 745.100mptr,TCDL As,, SODL=509st24fl;Cat ll Exp$e ben]/MFRS(mMse0 atc1C-C ExteltitZlealtr.ca tevw$efep4 nnpk erpaad.C.Cior mentos and his B AIWFRS kr r tors shown:Lumber DOL-1•60 pate Op Dot 033 2(ictt.ASCE)Ui:Ph-40.0 pM(fiat rWr show):Callyay II:ESU S:Fatally Exp.:CM 1 3)Unbaarcvl snow bads hove been m9Ncm for nl¢desgn. 4)T±s mass has Doan htirsd for 9rezlNol min Dor aye load of 16.0 pal or 20.1 times/latrine roIor400 par vn oxObrgs nencpwmnt rN ogler 1•01. bl pvartless 6)Ms In= has been designed loin se!Ideated.l 7)FlSNass has Nen de3g1Clur t 00 psiload of 20..0.051 live beamncor in l Wel etaaaoy other imam-rec tls. 9)d4dandnsnnn 0exyrca nbr th lL 10- sfbslmNetaaen choral armLvmaeareMre'e}6U en44DOD 442 HefA 4f efnga Eanpn mm am ay on*,members,as:9Cue=10tbn 9)PrrvM4G: l0ri*l s-NsebaopNs)2 ssjo anmp adaly sea. 9)Provide.m'Mesis dweled in accordance wig,Nwu1 Ieraal,pyRmwlle erode sea s 1mm wlrempny21010. 11) lossp6teksnacWre he ts' bmeld ntamodeI was aala Core analysisadageg and Of the arid referenced standard ANSI/TPI 1. Ii1s&ntagag4ndeaGS lnaWlna beets'Member MaMMmWdwav astir In MeaW'IyslseMaeygn vl6tia W¢. •LOAD CAYNS)54£kara MO \ I ,n'n , JOHN al EY 1 k- /y 431'" m 75 Et'tl' 24• � F`4CN4 EaP m1..,..„, w nso wenn �ae at 0k048saes mo )..ee mrv-a even e.n....rve x RE BUR Bush Type — at 1'S Ford Crossing Northampton,MA 150924488 TO3GE COMMON SUPPORTED GAB 2 1 .. pp unrvaieTPorml Pmil —... .-. �._.. 76e01� „.... a Nov 10 115 wrelf seen.11 Tue Mar fl 10122 J�-10�J 14-43, I06.WYEyryg4tl VmJJhSMMJUytfre9vdO P23i2cSMPn2JTdNW n57rl FHsJ3 Page a 14E ......�.... 14e- 1 14.4-0 pl a-8- 81 e'6o kae-TAX 4 BRIT a61• 44 R SL/ h II iir, ii 35 4tflL m rza 2726 W 24 n W hi SI 2999 .. .. 29-0-0 DIES TTOLLLSn 400 SPACING 24c9 - OEEL. In nal ucSr LV PLATES GRIP IWm(6 -W OLumber1 Nage Rip SAL 15S TO 0.18 Va{LL) -0.01Sr 19 180 MT20 1971194 iCGL 150 Lumber SOL 115 N. OM Ver4T.) 901 19 Sr 83 py 0.0• Aee5M0[s Ina YES WR 021 lbyi'L) 001 20 No Na B ECU 1OR Core NLhYstm037 2R (8wnx) 1 BROS'Kitt Fi=aR LUMBER. BRACING. TOP C'fORDD 28 SPF Na2 TOP GISMO RN4Urtalwood ar*imerky BORER 66A«Wddrc.exp en0etisle. SOT CHOSE SPF2027f8E SOT WEBSEI-CRS PoSrscehv BIBB aMWtla N10 bracers. WEBS SPF No2or t224SPF bbd WEBS TBraw: s SPF W1-10-25,939.732.1136.1323 OTHERS 2N SPE Not BARB' Fele'i(2X)T andrd TSr narrow edge of web NPo:10(1(01713)326,Bn tow ST4323 STz9TI:2.4 SPff NE2 or RA SPF Stud .Mp 3n minimum end distance. REACTIONS. Alt bearings 290.0. &'arertaal6ver92YMwdkeQir. (lb)'Max Hoa35=246(L0 7) Max Uplift M OM 100 lb sr less al]wnSs).20.29,0,31,32 43,26.25,323.22.21 except 3S'-117(LC 6)34-114LC 7) Max Gray AL teMyx52500 a leab. a t(s)28 e+wR32R29ALc 2f.20'67(LC 3f,2Bm37UtC 2),302360,C 21.3”11BC C. 32 2821.c11 33,857(LC 2)..B.R-274(LG162e 3?t LC?E2G:#QLC 3),24-"61(LC 3),232E2LO If 2h25i(LOB,2fo2tyW^ 1) FORCES, {t)•Max.colip/Ma Ten.-All bras 2S0(b)orless ax¢WWvn Awns TOPCORO 2.34a374r113 IA-134'292,,88=18-2989-10^-13N3'tl 10.1t=53SiYO tt-l2...50'29E. 1214=134293 18-20-274472 WEBS 10.23=23W,829-336:$,73,=313112,11.28+33835,13-2&-3101112 NOTES, T)WIFCASCE D,100mpd,em&dbros BCOLFGdeak M24R Cat II:EW BIbeenclosed MINERS hgvp ) l,CR Sne:y(2)mnp m:biner BR and 5101 exposed d t for menLM anti forces 2.MWF4S for reMbrts shorn(Lumber OOLl1 W itoN9np[OL.1]3 2)Trust((salved 11 wind los*h the plane of Me tutu oJy. Buds ea(paM m%Yd(wmaito Meface),xw BUMaitl Industry GNYe End BABE as vr+reb xconsult BARBA RABB FW`Pcrat pdyM:ExpR 3i TCLLl ASCE glow(ajj0a y(Bal,¢wreak I t0-yp;BRE PMNyEmI¢li 4)UnWercM slow loafs hays been considered roof damn. 5)Tlo bass has Mm fmTMl M great,W min rooflAe Iced of 164 p9 orZOO ernes AMmd MW 8400 pet PA oreMary5 nongnparerAwitE aper Fre Reef. CM RAMCUJMI +a4L..w e-... . 7)GMsn regains Auymsdv s mf mumu Ewan chord'hang. )Truq m be cesat 34)0 05one face or securelysecurelybraced aganstlaleal nid .e.6q emenllla9a^ web). 9slut)GaNb slsp;fa at BOB . 19}TNe RashasEl ddgydF a t00REARtl psf REAR rvd We*b mrmKurte't ref RE ER he bale. IC'Thu laws to hemdetbM#elm,laud of 20.0psfan the town trpac al amK.1., i reclayb BBO E by BOOBS,MA R between te Gabor chord ad any ober memboR. 121 COBB nadudwl cmva'n(Ey OtIMR I N YUA m teams Sate capable Of winsbMhq 100lb wlm rt Ants)20.24 SO,31.R.23,,26.25,24.23.22. 21 WwPCIR(BARER yB y:6�-t17,Me114. 14 This flys k«yuks EncefRR the e,sid moddwsdered Code sectlans ERE,:i asf ofthe Inns.2102 and,eMenoed s4n4td*CARR 1. 1 )Sarrlga Tt)Meaa lnaWlag he$^Member MISrM maid was used In the wXNf a d au9,mmeM'a s rewlrac. 15)Warning:Additional LermaW.n and sWllrty bracing fern's yysum NMpErt ofRs wmponenl design)is M OF �� WED CASFeSdad fenal— ' JOHN.1 o .(3M W° m492. e Ms,.. .0 a x. t p xii cer met B s Mamm pia [ 4. ^^.r. .ntan tec a^.,. ern+.+ercm.a a SUN POWER NE3 DURABILITY Y HIGH PERFORMANCE 8.. EXCELLENT 020 hErtfS re la III ` ? a • 20-4%efficiency - _ . . Ideal for roofs where space is at a premium or where future expansion might be E20 327 PANEL needed. • High performance HIGH EFFICIENCY° Delivers excellent performance in real world conditions, such as high temperatures. Generate more energy per square Foot clouds and low light'?3 E-Series residential poneis convert more sunlight to electricity producing 36% more power per panel, and 60% more energy per square foot • Proven value over 25 years'' Designed For residential rooftops, E-Series panels deliver the features, value and HIGH ENERGY PRODUCTION' performance for any borne. Produce more energy per rated watt High year one performance delivers 7-9% more energy per rated watts Phis advantage increases over time, producing 20% more energy over the first 25 years to meet your needs.° — — n' ttOSF More Energy A Ab A 110%110% PerRof{waiMuneSolar Cas:Fundamentally baiter. y 0%10 * `rSuri ..iStiti3etil {�` ; Engineered for performance designed for durcbility o .arc - v �. . 35% ,,,e, 80% r,j year 25 is,Engineered for peace of mind Designed to deliver consistent, trouble-free F �9'r Conventional -, energy over a very long lifetime°t g 61) Designed for durability N sa • ' '"' The SunPower Maxeon Solar Cell is the ° s 0 vas s so 25 only cell built on a solid copper foundation an tax Virtually impervious to the corrosion and i M ' rams High r crocking that degrade Conventional as tR r m Hitemp, sl Panels°s 8' s v ,;u N tghunaoned PHGT°N bofi D god aIIPn #1 Ranked in Frounhofer durability test.1p a H-& Avaroge wen 100% power maintained in Atlas 25" ^g a+ F x sent row-ngbr aria comprehensive PVDI Durability test IE tr..7.c-r"-- Sorsorcil Response s�' Ek .: High Performonce % y:"e Anil Renege%Gloss y Chb www.sunpower.com SUNPOWER SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY ,flSunAasvar ymSRnPmec 8S 5. Traditional Traditional 20> Wanany Woman F u 5 to '5 20 95 0 5 10 15 20 25 lwr Ywa Mare guaranteed power:95%for lirsl 5 years. Combined Power and Product defect 25 year coverage -0.4%/yr.to year 25.5 that includes panel replacement casts.e ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA E20-327 E19-330 Temperature -40"F to+1851(-40`C 10+85°CI Nominal Power14 Otani) 327 W 320 WMax , Wind:50 pal,2400 Pa,245 kg/ma front&bock Power Tolerance +5/-0% +51-0% Snow: 112 psf,5400 Pa,550 kg/m'front Avg.Panel Elficiencyla 20.4% 19.8% Impact resistance I inch 125mm)diameter hail 0152 mph 123 m/sl. Rated Voltage 1Vmpp) 54.7 V 54.7 V Appearance Casa A Rated Current(Impp) 5.98 A 5.66 A Solar Cells 96 Monocrystalline Moxean Gen II OpenCircu'H Voltage(Vac) 64.9 V 64.8 V Tempered Gloss High transmission tempered Anti Reflective ShortCircuit Current 11scl 6.46 A 6.24 A Junction Box IP-65 Rated Max. System Voltage 600 V Ut& 1000 V*C Connectors MC4 Compatible Connectors Frame Class 1 black anodized(highest AAMA raring) Maximum Series Fuse 15 A Weight 41 lbs{18.6 4g) Power Temp Coef. -0.38%/'C Voltage Temp Caef, -176.6 mV/eC TESTS AND CERTIFICATIONS Current Temp Coef, 3.5 mA/°C Standard tests U11703{Type 2 Fire Retinal,IEC 61215,EC 61730 REFERENCES: Quality tests 1509001:2008,ISO 14001:2004 I M comparisons are SPRE20327 vsa represertnave convemaml panel:250W, EHS Compliance RoHS,OHSAS 18001:2007,lead free approx. 1.6 m', 15.3%efficiency. Ammonia test IEC 62716 2 WEduria lobs'SunPowe.Shading Study;Feb 2013, Sok Spray test EC 61701 (passed maximum severity) 3 Typicaly 79%more energy per wan, BEW/DNV Engineering'Surfboat Yield Report Jan 2013. PID test Patentiahlnduced Degradation free: 1000V10 4 Sunflower 0.25%/yr degradation vi. 1.0%/yr corn. panel.Campeau,Z.et at Available listings Ul,CEC,CSA,TUV,JET,KEMCO,MCS,FSEC 'SunPowee Module Dogmdotian Rab,'SunPower white paper,Feb 2013;Jordan, Dirk"SunPower Test Repan;NRE40d 2012 ■��- ' -}__ 5'SunPower Module 40Year Useful tib'SunPower white paper,Feb 2013.Useful �E( lib is 99 out d 100 panels operating at more thou 70%of rated power. - 6 Second highest, atter SunPower XSeries, of over 3,200 silicon soler panels, O, / Photon Module Sunray,Feb 2014. asp P /���������L�)__ 44 n 7 8%mare energy than the average of the top 10 panel companies tested in 2012 ell' [41.1 irl) {151 panels, 102 companisl,Photon International,Feb 2013. ■ 8 Compared with the tap IS manufacturers. SunPower Warranty Review. Feb �', 2013. 9 Some exclusions apply.See womanly for debris -Am. .-""' .. I �..... 10 5 of top 8 panel manufacturers from 2013 repos were tested, 3 additional 46 rrn't ,: (-- -.-. 1559 ntnl-- --+fit silicon solar panels For the 2014. Ferrara, C. et ol. "Frounhder PV Durability 11 8 ir1d 161.4,n) Soave for SakrModslec Pon 2".PhmpwAaia Inferno/heal,77-85. 2014 11 Compared with the nonslresMested control panel Alas 25+ Durability test report,Feb 2013.fram 2013 report wens tested, 3 additional silicon solar panels for the 2014. Ferrara,. C., et al •Freunhoier PV DumbMtty initiative Far Solar Modules:Part 2n.Pholovdbics International,77-85. 2014. 12 Standard Tek Conditions{1000 W/m''irradiance,AM 1.5,25°Cl 13 Based on average of measured power values during production 4•01416//AAA Ampa-..comAom xx more d r..;denobon. For mn..daolh,»...rid.a dan:.F..e Arm Esrw»'.to/mmi+w.wad d y and tnkaos...reea«n keto,e umg thatpodua www.sunpawer.com a0.cembur 2014 Sun?exr Crreaoten.All rgFn revel.SUNPOWEA,IM SUNPOWER(ago,µ4MEON,MORE ENERGY.FOR MIFE.,and SIGNATURE ore ecJwnois or r.teed tmdnmrb a SurPo-nrcwpwmen.S cl&oiions Included in en dabA#4 ere,Irl a atop without wk.. Sammy I 504442 w r/nR.vs /a IRONRIDGE XR100 Rail w' SL- Les( 1tic r i / Length Rad Section Properties Property 1 Value— Total Cross-Sectional Area ----/0.582 in .66 Section Modulus{X-ads) 0.297 h3 L'-'.. \;\) .46 Moment of Inertia;X-axis) 0.390 W f - - Moment of Inertly (Y-axis) O.0&5 in4 Torsional Constant 0.214 in3 • Polar Moment of tnertb 0.126 in 1.99 APPROVED MATERIALS: L 4-1 6005-T6,600SA-Tial. 6105-T5, 6NOI-16 234 {34,000 PSI YIELD STRENGTH MINIMUM) T_ t I ic. 0L' Clear Part Block Pan Description/Length Material Weight Number Number XR-100.132A XR-100-132B XR100, Rail 132"{Il Feet) 7.5n lbs. xk-mo.168A 7UOCT16843 %R100, Rail -S s 168"(I4 Feet) 9.551bs. XR-10 -204A XR-10o-2048 %RI02 RoF 20C 17 feel) Aluminum 11.60 lbs. v1.1 //ir IRONRIDGE XR100 Bonded Splice 0 /� XR-1 00 RAIL x7 ,s za i XR-l00-SPLC-BD 111 KIT, XR100 BONDED SPLICE .ii' 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling 00 1.24 --s- .63 -s- 1. i3 31 ins IIrQi ■Ifilfllli 0.42- As H- 93 #12-14 TYPE"B"THREAD n Property Value Property Value Material 6000 Series Aluminum _ Material 300 Series Stainless Steel Finish MRH Finish Clear vt 0 III f1 +» CI 1 �Igl l ¢k,' ti f QuikFoot— Product Guide Exploded Product View, Bill of Materials "(1 /Air' t r. li ly f �Ir (�� Materials Needed for Assembly YI1 f r i. O Item No. Description of Material/Part Quantity 11 t k t °, I 1II 9� p 1 1 QuikFoot Base Plate 1 1 itI 2 Fastener(Length to be determined) 2 0 QuikFoot Flashing 1 ` 1t-'P "fin ii "' r " 4 EPDM WasherBr1 'fl I "11"�' ,( �� 5 L-102-3"Bracket*(other options available) 1 1-�> _.4 (�. 0 6 5/16"EPDM Bonded 18.8 SS Washer 1 K1 I - r r f , 7 3/r Stainless Steel Hex Nut 1 1k ;' 0 iI' ' I ( Required Tools � ,. , 4 I U - :...1 _ , , r VA - G�\4 S ' tier — 8]9-859-394] EcoFasten Solar All content protected under copyright All rights reserved 10/09/14 1.1 EcoFasten Solar products are protected by me following ll s Patents 8,151.522 B2 8,/53 700 B28.181,398 B2 8.166 713 62 8.146299 B2 8 8.209.014 32 8 205454 62 8,372.194 62 8 225 225.557 B2 y. 41 k11 1�, 1 F. t fit {({(1 11E7 p� I QuikFoot— Product Guide Cut Sheets QF-AL-Base tit ,3 . 1, ,t I' 1Irt i 2X .33in 74 t �o 1T. tl ,i 8,38mm II r,,,,,,IpKit y I , IItI t 1Ar ki i l �i ^Q c c c u pI 0 E.3EN `a v 4 tl,I, cul `� Le) 03 co co` ) ,il µ.3 ' 1 {pIt 1 I T }' lb 1 .50i n 38.10mm I` i .'.4 ? 3/8"-1 6 Stud i v H. _ QF-M 1 .5' y_. —7?-7 ,' , QF-L 1 14f i 877-6593941 PCOFaatenIAll content punder copyright All nghis reserved.10/09/14 3.1 ` r 1 Pcarasten Solarproducts are protected by the following US Patents:8 151 52202 8 153]00 B29,1181398 B28.166,713 B28.146.n9 R2 8 309,914 62 6245 050 B2 8212.1]4 Be 8 225552 B2 1 + i i ,,"%,111,: ' 1.� ,. �,. 4 .11 QuikFoot Product Guide Cut Sheets QFL-81 2 II � 1 I 1 1 /f' Ill V<1 I tel l' i,11 �l( r R.38in r I1 )� TT 9.53mm .032in 1II dil,,, IJ,,y 'd1 . Hi, , 0.81mm1 1 1111 P� 1 a rI . — � '',1I 41y ; 'u + I il4,�1i1 �': I. liPl � +. �{ aAar ] , re i �fPe 4 12.O0In 304.80mm I-1 ll 11 5I 6 t,, ,1 3.00in 111 76 20m =J it .0,:4401111 , 3km bxalke .som 1.-- _ —mollB.00in _ 12.70mm 203.20mm 877-859-3947 EcoFasten Solar All content protected under copyright All rights received 10/09/14 92 EcoFaslen Solar products are proteded by thefollowing U.S.Patents 8,151 527 92 8,153,700 B2 8.181,398 82 8.166 713 B2 8.106299 82 8,209,914 82 8245,454 92 8,272.170 B2 8.225557 B2 144t15 , u 5 tIII F� 1 t1E9� i'�! ` 115 QuikFoot— Product Guide Cut Sheets: Bracket Options SCL-1 01-3 I _ _. +fid 15 154, d {it .` ' t f!II lib It 1 __15, 3/8 - li ,l61 r co A I�I IL iyi`�y�} III a4' I1. r1 46 SERRATIONS I[ � (I ei ,_ I I { Ill 1. '5 / ' 1 } I l , v p I ;4 ,' I 1 1 114 ;4 1,1 '.arpe 1 7/8 Rl/16'. 1 /16 — - aM1 1 1 t :!! R.005 - -.. f t' R.010 I r 2X R.01 ,-fr,� .,??'--'� O 4 60.00° 1t. , � d 3/8. 002 1 /8' v1 It .• _ e +r. L 7/8" X82° DETAILA }t k I. 1 . I SCALE3:1 'III 4 t4 (E,i t :1 p 1 1 -, 877-859-3947 EcoFasten Solar All content protected under copyright.All nghts reserved 10/09)14 31 5 1` Ec0Fasten Solar products are protedBtl by Pe following OS.Patents 8.151522 B2 8153 700 512 8 181.098 B2 a 166 713 62 8.146 299 62 0 209 914 B2 8 245 454 52 0 272.194 B2 8 22559 02 d —o�✓ /� City of Northampton 0� �' �� v ,/(ti / in Department 0 \17— v , Building — — /� Plan Review Open L-feet DOWN on Quikfoot bases / 212 Main Street attached to roof structure with(2)GRK Northampton, MA 01060MINIMMUM RSS 1/4"x3-1/8"fasteners,staggered and Al Array Start Point. See Note#1 spaced not more than 48" \17-- `—' ROOF/ARRAY / Enginnered Trusses @ 24" OC MUM j j j j j j j j j MINIM EUI URE EXPANSION REFERENCE PLANS i roof 432" t INITIAL BILL OF MATERIAL S Rcw,r,rui,e nous nuo, 243/4' PART: MAKE&MODEL: NO.} RAIL IRONRIDGE XR1 W-17' 8 BASES OPEN L-FEET ON ECOFASTEN 36 1 r- array 373%4" 293/4"-a, 9Y4" QUICKFOOT -s 2g/4" SPLICES IRONR DGE g3�" IIIii- — — — — — — — — — — (}+ — -^ — — — — — — 7 — } MODULES SPR E210 327HIW 1481 1;3 PROJECT NOTES: 1. ARRAY START POINT CENTERED E-W AND OFFSET N-S AS INDICATED TO ALLOW FOR 42" FUTURE BALANCED EXPANSION AS REFERENCED C ABOVE. 0 lir _ _ _ 2. EXACT LOCATION OF STRUCTURAL MEMBERS TO j —gg - - — — — -- - - BE VERIFIED ON SITE. J ® ® is — Tir 7. SI IDE RAIZ S ASSEMBLY AS NEEDED TO AVOID h 9�, _- — — — - — — — — — — — — __ — _..array INTERFERING SPLICES WITH BASES OR CLAMPS. LC — [it 0 - �'j 0 23" 8. UNLESS&OTHERWISESTAGGER NOTED BASES ARE EVENLY 00Imo_J' I'JI SPACED STAGGERED AT 48"TO DISTRIBUTE C ,__--rid _ — __- LOAD.IRONRIDGE MAX RAIL SPAN IS 73". ', 9. IRONRIDGE MAX RAIL CANTILEVER 29". a' roof ADDITIONAL BASES MAY BE USED TO REDUCE 42" CANTILEVER FOR ACTUAL FRAMING 234" CONDITIONS. 10. KEEP SPI ICFs 1"MIN AWAY FROM BASES AND MIDCLAMPS. 11. IRONRIDGE SPLICES FO BE WITHIN 1/3 93 ..4,-, — — — — s — _ — — — — } BASE-TO-BASE SPAN OF EITHER RASE - clip range 14".see note #9 12. CLAMP CENTERLINE TO BE BETWEEN 2"AND 16" J FROM THE END OF THE GS MODULE FRAME. 4' rating 376%4" 4' 13. TORQUE IRONRIDGE UFO CLAMPS TO 80 IN-LBS. 14. TORQUE L-FEET-TO-RAIL NUTS TO 250 IN-IRS. 15. MODULE DIMENSIONS ARE 61.34"x 41.18"X 1.81". 86Y4' 16. ROOF MATERIAL IS ASPHALT SHINGLES. i -,,,- Job: FEINLAND Site: 30 FORD CROSSING, NORTHAMPTON,MA 01060 l RO0 O*W RIF ROVE JRR•UY[ Tide: ARRAY LAYOUT NO: 11369 I Date: 10/18/2016 Designer: DANIEL GOMEZ.RP COORDINATOR Design Tool: IRONRIDGE DESIGN TOOL Dwg Scale: 1/4"-1'43"'Print Size: 11x 17 Open L-feet UP on Quikfoot bases — Revision a Date SHEET:(1/11 attached to roof structure with(2)GRK -- --T — /� /�_O RSS 1/4"x3-1/8"fasteners, staggered and spaced not more than 48" , 2 (PV) PVeSquared 311 Wells Street,Suite B Greenfield,MA 01301 413.772.8788 design@pvsquared.coop