Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
38A-148 (6)
21 MOSER ST-BUILD A BP-2017-0131 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A- 148 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 PANELS BUILDING PERMIT Permit It BP-2017-0131 Project# JS-2017-000213 Est. Cost: $41781.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groun PIONEER VALLEY PHOTOVOLTAICS 106329 Lot S1ze(sa t T Owner: TAFT JANET Zoning: PV Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 21 MOSER ST - BUILD A Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation G R E E N F I E L D M A013 01 ISSUED ON:8/1/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR PANELS 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: 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: FeeType: Date Paid: Amount: Building 8/12016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0131 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD01301 (413)772-8788 PROPERTY LOCATION 21 MOSER ST-BUILD A MAP 38A PARCEL 148 001 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid / ,y Building g Permit Filled out 5ro'7 � YD 73 Fee Paid T .eofConstructi.n: INSTALL ROOF MO TED SOLAR PANELS 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 INFOR J TION 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 ANDOR 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 Demolition Delay 7//6( Sigitsireo Buildi ^ �ffsial 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. kg- Department use only REC"1VRD C y of Northampton Status of Permit � B ilding Department Curb Cut/UdvewayPermit AUG 12016 12 Main Street Sewer/Septic Availability Room 100 Waterlwell Availability ort ampton, MA 01060 Two Sets of Structural Plans terror BJLe",}�q"�' 'p1 - :7-1240 Fax 413-587-1272 Plot/Site Plans HORMA4 F lrRJar� Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 21 Moser St, Unit 1A, Northampton MA 01060 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Janet Taft 21 Moser Street,Unit IA Northampton MA 01060 Name(Print) Current Mailing Address: 413-727-3360 See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield, MA, 01301 Name(Print) _/ 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 341,781 (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) $41,781 Check Number i—5G5/ 1175" This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date 4/041 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage °a (Lot area minus bldg&paved parking) tt of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O 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 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 NO 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 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 n Addition ❑ Replacement Windows Alteration(s) n Roofing in Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[0] Other[WI Brief Description of Proposed Work: Installation or rod-,nou mphoia.o[Wc mmmtl^tl.y.mmfor mary,aa,oasouth.,ao of notK roof. 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 6a.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? t 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 Janet Taft ,as Owner of the subject property hereby authorize Philippe Rigollaod to act on my behalf,in all matters relative to work authorized by this building permit application. See attachment (A) iimmilmimilimSignature of Owner Date Philippe Rigollaud ,as Owner/Authorized 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 VV,[ �_ 07/25/2016 Signature of r � t Date SECTION S-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 ;,lo- Expiration Date ,j 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor. Not Applicable 0 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 O+ No ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) 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 108.3.5.1. 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-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 buiidingpermit. 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`Tomeowmer"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 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 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. My photographs or videos of this project may be used by Pioneer Valley PhotoVottaics 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. Printed Name Date 4101 • -4�cttlir Title liture Proposal and Agreement 0 00011452 Page 7 of 13 Janet Taft-February 8,2016 _s. y. `lel iss _ Office of Consumer Affairs and Business Regulation _ _ 10 Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration -_ A c)M CERTIFICATE OF LIABILITY INSURANCE DATE NA M"'YT'T 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(5), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: it the certificate holder is an ADDmONAL INSURED,the poi-myfles)must be endorsed. R 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 endorsemengs). 2M LT PRODUCER NAMERLinda Powers Webber & Grinnell BN (413)586-0113 11 Moiuie)58 -aril 8 North Bing Street ApcREss,1powers8webberandgrinnell.Com INSURER'S)AFFORDING COVERAGE.._ MSCY _Northamp_t_on MA 01060__ _ __inseams Peerless/Liberty MBURED INSURERS E%Celsior/L4berty 11045 Pioneer Valley PhotoValtaics Cooperative, Inc. w stmrRcpeerless Indemnity/Liberty, 18333 Attn: Aim Pinkham INSURERS Liberty Meissel Insurance _ 24198 311 Wells Street, Suite B INSURER A.I.M. Mutual __ _ Greenfield MA 01301 INSURER F: I COVERAGES CERTIFICATENUMBERdaaster Exp 1-1-2017 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. NOTVATHSTANDING 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 AL],, THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INERT _.. TYPE OE ADDY BUMS -_. _ FOLJCY Err POLICY EXP --. U_Is .—. _.......... LER IHSS WED- POUCV MUMMER LMIMPTYYYI IMMIDmMYYp X COMMERCIAL GENERAL LIABILITY ! EACH OCCURRENCE S 1,000,000 -- DAMAGE TOR(;NTED - A 1 )CLAIMS-MADE X OCCUR ( F EM4$AG(En ra) 1 100,000 I C6e0310623 1/1/2018 l 1/1/201? MED EXP(Any me person) 1 5,000 PERSONAL a ADV INJURY S 1,000,000 r GENL AGGREGATE LIMIT APPLES PER. I GENERAL AGGREGATE E 2,000,000 __ I PRO- 2,000,000 PO:,CY I f?ECT 1 Lei -PRpDUCta'-C:JMP.OCOMP/OP 1 -. OTHER $ • COMBINED SIN`U E LIMB AUTOMpRILE WMILJTY I Ida accident: S 1,000,000 B ANY AUTO BODILY INJURY)Per Person) S ALL OWNED j SCHEDULED (AUTOS A AUNC'M ED 8372626 1/1/2016 1/1/2017 BODILY INJURY(Pet accident) S AUTOS ED PROPERTY DAMAGE I XI HIRED ATOS X .AUOS I SPS= CCHNH0 I-- ( - - Uro m $ umei spm Ib 500,000 U E. IX UMBRELLAAM X OCCUR I'. EACH OCCURRENCE ;$ 3,000,000 I EXCESS LOB L. CLAIMSMADE ,AGGREGATE S 2,000,000, DEO X 'RETENTIONS 10,000 0083]7126 1/1/2036 ` 1/1/2011 I i IWDRAEP.SCOMPENSAI - PER _ ' EANDEMPLOYERSLIABILITUT ER Y STATUTE ER ANY A ECUI'IVE .' _E L EACH ACCIDENT 1 1,000,000 OFFICEPJMEMBEXCLUDED? NIA TIN D (Mandatory In Nm ` ' xws57072202 1/1/201.6 1/1/201.7 ELpSEASE-EA EMPLOYEE$ 1 000,000 DESCRIPTIONOFOPERATIONS bRow I/01S57072282-CT EL DISEASE-POLICY LIMIT IS 1,000,000 i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Admgonal Remarks Ramada,may be aMMe1Md B mare spam M r quired) CERTIFICATE HOLDER CANGFI i ATION 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. AUTHORED REPRESENTATIVE f Linda Powers/LMP rte/ c .,.,w.ti,i_ \ ,,tiv�i'i"1 C/1988-2014 ACORD CORPORATION. All tights reserved. ACORD 25(2014/01) The ACORD name and logo am registered marks of ACORD INS025r2nI40n The Commonwealth of Massachusetts It-Tiel Department of Industrial Accidents _ /p_ 1 Congress Street,Suite 100 _•„�;(_ Boston,MA 02114-2077 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING ADTHORIT\. 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 Arc you an employer?Check the appropriate box: Type of project(required): LEI J am a employer with $S employees(full and/or part-time)* 7. ❑ New construction z_❑l am a sole propnctor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doin ll workm if No workers'cora . suranu d 9. El Demolition ga yse P in -mgwc ]' 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 0 El 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.❑Plumbing repairs or additions S.DI am a general contractor and have hired the sub-contractors listed on the attached sheet 13.111ROOf repairs These sub-contractors have employees and base workers'comp.insurance. 14.Q Other SOLAR PV G_❑W e are a corporation and its officers have exercised their right of exemption per MGL c 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box tl I must also fill out the section below showing their workers'compensation policy information. ' 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 or the subcontractors and state whether or not those entities have employees. lithe 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: A.LM. Mutual Policy«or Self-ins.Lie #: XWS 57072282 _. Expiration Date:01/01/2017 Job Site Address: 21 Moser Street 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 MGL e. 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enables of perjury that the information provided above is true and correct. Signature: 1{)” Date: 07/25/2016 Phone#:413-772-8788 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: (PV)2 TAFT - Northampton p,one, • � _ • • .a. fie` ( It M1 wU \�S„sato( PV Array Owner: Janet Taft Address: 21 Moser Street, Unit Al ',,, •z 4 Northampton MA,01060 ,. ` w3 Phone: (413)727 3360 a -t,'? ' - e-mail: jtaft7@gmail.com System Size :8.829 kW DC4 �—_ �1 -- i _. PV Array: (27) SPR 327 ACPV as 3 rows of I`_ " 9 mods in portrait on south roof of residence r . Mounting: Invisimount railing on L-foot . . on Quick foot base. --- Roof Structure: See attached Truss Specs Roofing Material: One layer of Asphalt - - Shingles N O 2 35-00-00 m o x< 0m 5 ma ,. N d 3 _b b a a 6 P3 m Pt g e 6 6 im et 8 8 6 ~O N Sx E$ a a a ea C6 ti a.QO.o-o.. J j i Jam _ y DE s °' a 5 c'i "> Tae(13) ra4A1 .3LO " z c Wn m D m > m 0 0 0 o > 2 co aO O _ cot u • 3$ 24)00 V6 N u Q _z oo V5 0 z.W.G,m. - 4�0 % CD o. 24-00 �Nu E n 0)m soca 0-> I;a ." M r o 2400 �D LC N 2E. o I yE. 2- ao • -1''at N 5° 2 I, ' UI o 2 r"-. o Au 0)a cn IA CO I 01• x b 2-01.00 IC 7N d+Y10 - 2-01.00 03ao o 1-0Y08 V2 -0 24-00 33-00-00 = 0 0 o 9 2 m r• j 2 f Z CD /D I''La b y m a m 0 y la 0 o 0 2,z,.„ 0 N...n N x 2 y �tlQ,Lp CD m fir. 2 Wig - _._ - .. 4 •� I-- r 2.W00 V1 s 3 CD V2 N V3 m IV >S V4 ' CO u mm y o N Go Y'. '�Y1)L1 m Pw o D o 0 m N ' a66 6 6 q.:.8 a '6 A 8 6 o . a E a a 6 6 a+ce:c. L. 3 IE E g-o- _.._ 29-00-00 _b O O 35-00-00 mal z z £a oa fortheI' M N nee TECsp MI 1 The i a s well pe.: ep 1 2a n6 XX be aco ed 4 .— s 3 atrusses unt and fu n 'odica 1 and permanent ' ` I -.. 73 bracingpropertyy h- definedrp cn truct an documensfinsiallaf on cant actor s ha I refer to the nd v dual trUss shop a FBs fo a I structural refry rements of trusser ele: • z� e' butl M 6 N ply 5 & 6� - c tl 4 . m Standardby eupm uenl regardless 6. • mI �r 3 z m - ispo _T / >K N Tec. 2, L n c verifying loadsforNlu Mnotifyingn ig ' i n /owners owne b ed by Truss Eng neer an nay w r e e - wpn r xr,.r,dialled.nr ► H 0 n any way wr r nrctn6Ica ..ng engineeringdocumentsts a am mg.!, p s Job Ties Type - . Oh, Ply UPPER RIDGE BLDG.A NORTHAMPTON,MA Comm 30431 T1GE Common Truss 2 1 I Truss Engineering Corp-Indian OnheN,MA 01151 Job Rereience opllumfl 25 2012 eN Industries.Rl7 Thu Jan RzaBTq egiNs 15 39 2 w4 Pa] 1 elVgRIWn BISOpBZyn4CGz0yIV-1Y25HGgplg2oi019R1]YR2eBTgXe2MsnUWORo+nnN3 13-1-12 -i< 10-10-0 12-0-0-0 24-0-0 44 10104 111�'1 .� 1010-0 1-1-12 ADDITIONAL 7 PSF DL 0x6 : Scale=1:70.1 THIS SIDE FOR PHOTOVOLTAIC ARRAY 04 9 45 p''. 10 6 Ofi 900112 42 2�� 1 PT47 f2 fi 12 41 I O6 2 13 cc 9 0 40 T9 • W . ..- 39 7. 5 • 5 i h 14 50 � A 244 154x6 4x6 38,1 513 4 33 37 Yf4 b'T3 \V 18 51 3 • I1A� 1 bT1 l49 IN 511 )111 N 9 m t. ( >�t 1 II 1��1 Irl h 3152 54 55 56 58 30 53 29 26 27 26252 % 82 63 60 2322 1 2061 19 16 17 65 5x6 I 5x6 5x6 13-1-12 10-10-4 13-010 24-0-0 10.104 -.. 11112 __- 10-10-4 1-1-12 Plate Offsets(XY). p;0-3-0.0-1-128 117 Enge,0-dL P1.0-3-0.0-3-01 LOADING psi) SPACING 2-0.0 C91 DEF. TOLL 305 in pec) weft lid PLATES GRIP (Ground 6now3100 Plates Increase as 1.15 TG 0.67 Vert(LL) -0.03 1-2 nlr 120 MT20 197/144 BOLL 1011 Lumber Increase 1.15 BC 0.31 Ver1(TL) -0.04 1-2 n/r 90 BOLL OD ' Rep Stress Ince NO WB 0.35 Horz(TL) 0.01 17 Na nla BCDL 10.0 Code IRC20094P12007 (Mabix) Weight.15217 FT=10% LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E NOTES (171 BOT CHORD 2%4SPF No.2Stud REME(p19v 1)wind ASCE 7-05 100mph,TCOL=42psf:BCCL=50 Ln=2508,Cat.Il:Ex B WEBS 2%4 SPF Stud All reactions 25017 or less atleint(s)24 except ul Exp la: 2%4SPF Stud'E SPF 25410(LC 5fi41]O01(LL 6126=2304(.61),2I=42](LC 601, enclosed,MWFRSdow-nblend zone end MC-CW Aulomal,c zone:end vertical left 6T5,BT4,W 1;2 X 45PF Not 21 797(LC 58),29 440(LC 558 30=52(LC 6),22276RC 651. and-39750 plategrCL for members and forces&MSS reactions shown,Lumber BRACING 212WILC 66),20-356(LC 6]),19=383(LC 60),15836](LC 69), 2) Trussd plate grip rwind loo TOP CHORD 252]](LC 62).23=2631.0641 2)Truss designed for wind baba in the plane olCa cuss only. For studs exposedable, m Structural wood sheathing directly applied or 6-0-0 oc purling, except end ver6cak. wind(normaltotheface),see neral perANSJry Gable EM Details as applicable.or BOT CHORD FORCES (1b)-Max.Comp/Max,Ten-All forces 250(lb)or less except when shown. consult qualified building P9 designer as perA 1. Rigid ceiling dire*applied or 643-0 oc bracing. TOP CHORD 9-600p81(gCt8round snow)'P1=355 par Mat roof snow/. WEBS 2-310/245, d'-90/32]256,3-30=220@64,5-01=6]256. Category ll;Exp B, loads Exp.,eenc 1 Row al midpt ]-2662],1U22,12-21 8430/4295,6-02= 4)(Unbalanced snow loads have been greater ofred for this design. JOINTS 9013]4,IJ2=6 -381]J3=-02/451. 51 This truss nos 38.5pstsgned lot min roof live load of lfi 0 for 1.00 times SJ3=0/453,0J4=9]1;152,9-04=5/356.9-05=A/35], flat mW load 01psi on overhangsnon-concurrent wall other foe bstls. 1 Brace atJt(sh 32 33,34.35 36 10455-91/351,1048.l t29.1146 -081451 1147=3/377, 6)Nl plates are I fix4 MT20 unless Otherwiselndicated. 124]=90/3]3.12-05=1295 f34�-]9p0] Gable requires continuous bottom chord bearin . REACTIONS All hearings 24-0-0. WEBS 7) 9 (Pb)31= Hoa fi320=26125,5Q5=¢58/94.L29-18 -2 91112-21=-26fi112t 0)Tmss to be fly sheathed from one face or securely braced against lateral movement 31=300(LC ]) 13-208-26316$14-18=263/100.1610=try/195,2533=262/0- Ire.diagonalVerticalgaweb. Max Uplift 33-35=-270/0,23-345-26410,34-368,2]20 9) gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 3-3-0 Al uplift 100 lb or less alloml(s)26,9.2029,22.21, W. I0,19 0(LC 6)1�1fi1(LC 6),1I=31](LG 7,3081961LC 7). • 101 This truss has been designed bra 10.0 PSI bottom Chord INe load nommncurrenl Gray1LC 6) 11) any olnor live beds. MaxMex 1/)'This truss has been designed for a live load of 20.Oesl on the bottom chord in all All reactions 25016 or less al foint(s124 except 318413(LL areas where a rectangle 3-6-0 CO tall by 1-0-0widewill fit between the bottom chord and Continued on page 2 yother members,with BOX 'rmsryce -__-_ an ilii UPPER k@GE BLDG.A NORTHAMPTON,Ma 30431 TiGE Common Truss 2 1 Job Refvence(optional) Truss Engineering Corp„Inion 0 rcna,d MA 01151 79250 x Jan 252012 Mask Industries.Inc Thu Lao 0215:38232010 Page 2 ID:1Vg121Wn_biSgaB?gnliCGz69IV-Wk7q cAve77oKYtL7ben m7MDEsI00m50D4Ytsk2 NOTES (17) I2I,A6 bearings act assumedto be SPF t9o2. 13)Prosscie mech4NCO wnnactm(by ot9srs)of buss to aeaafp plata capable of withstanding 100 lb WWI at pint(s)26,22,26.29,2221,20.19 except Ol=lb)21,161, 17=317,30=396,16.930. 14)This truss is designed in accordanne with the 2009 International Residential CMM sections R502.11.1 and R80?102 and referenced slandard ANSIITPI I. •�-.... 15)This truss hes boon designed for a mnwj9 concenlrated load of50.01E live and 26.00 + deadboated at all mod panels and at atl pass poiints along the Top Chord and Bottum Chard,corcareal vet trey-deedk ds. I6) Semi-rigid C'P.bhleaks with fixed base"Member end(s.y model:vas used in lee analysis end design of this truss • 17)All Plates 20 Gaups Unless Noted LOAD CASEIS) Standard 11 Snow.Lpmiel lNFease=115.Plate lncrcase=I 915 Lanham taazaaaa Vert-1-2-1 II.2$=411.2916=-W.ao-31=zo.2R-36=.60..173-26-2-a.2. -25Jµ1. 22-23=-20,1622=40,17-16=80 doh Huss Truss Type - - Dry Ply UPPER RIDGE SLOG.A NORTHAMPTON,MA 30431 T1 COMMON TRUSS 14 1 Truss EngnneMg Corp..Indian Orchard.MA D1151 Job Reference oVoene� 252012MSek InduAree Inc Wed Nov 06 06 21 17 2013 Pape 1 IO. ]IWn_BiSpOBZgn(iCGZOgIV-h4ypC860h5yICUPIGMY59UIP%bc8DPx4ge0]yM TG 1-0-8 6-0-0 _ 12-0-0 18-0-0 23-10-0 -10-0I 6-0-0 6-0-0 6-0-0- 5-10-0 5x6 Scale=1:68.1 4 • y' ADDITIONAL 7 PSF DL , THIS SIDE FVORIWTOVOLTAICIAR 15 4x6S 8 17 • b 3J)A • • 5 9 '"1 � el" 12,, �.� W4 *4 1 3x6 11 '. ri 3x6 yy V .i../. n Cts.',. 6 2 WJ /� 1eu e9 He W1/ i ( n \: a ry 9111 I..__ BZ _�- 10 19 20 21 9 22 23 24 8 25 26 27 7 • 4x8 3x4 5x9 - 3x6— • 8-0-0 _ _ 16-0-0 23.10-0 8-0-0 8-0-0 - 7-10-0 Plate Offsets(XiV)' [40.11,0.2-Si,180-113p-f'-0I LOADING(psll SPACING 2-0 TOLL 38.5 0 CSI DEFL in (loc) Wel lid PLATES GRIP (Ground Bnow=560) Plates Increase 1.15 TC 0.97 Vert(LL) -024 8-9 +999 240 MT20 1971144 TOOL 100 Lumber Increase 1.15 BC 093 Vert(TL) -037 8-0 x756 180 BCLL 00' Rep Stress Ina NO WB 0.64 Harz(TL) cL5 7 n/a SOUL 100 Code IRC20094P12007 (Matrix-M) na Weight 131 lb FT=10%v UMBER TOP CHORD 2 X 4 SPF 1650E 1,5E 5 Ibis Imes has been designed for a 10.0 psi bottom chord live load nomnncurrent with BOT CHORD 2 X 4SPF Not TOP CHORD any other WEBS 2 X 4 SPF Nc2 2-11=61]/201,513=1672/324,I5-.61461/327, 6) truss loads. BRACHIO 4-04=1434/338.615=1397/338,1516=14211323. are This has been deslgretlforaliesload of 200ps1 on eePe bottom chord mall TOP CHORD 16-17=15851310,517=1620/307,610=-255/13]. areas where a rectangle 3.6-0 tall by 1-0-0 wide will fit between the bottom chord and any oiher mBCD.=10.Ops1. Structural wood sheathing directly applied, except and verticals. 1-10=594/286,6-0,3531151 7)All beanngs are assumed to be SPF No 2. BOT CHORD SOT CHORD Rigid ceiling directly applied or 100.1 oc bracing. t0-1�2291z I.9-22o-8291211,20-21=225/tett 0)Provide withstanding234lb uplift conneotlon(bnd153l)ol.mss to bearing plate capable of WEBS 9-21--225/1211.922=101/941,22-23=101/941, is deb ieat omt 10 and 15316 upltlat 9lnte International 1 Row at muipt 3-10,5-7 23-24=101/941.8-24=-101/941.625=88/115],2526=-26/119, 9TM1is truss is 11.1 and in accordance wind the 20Mlnarratlonal Residential Code 2627=28/1151,]-2]=201115] sedTns ruesR50has.1 and R802.102 r a referenced standard of 1. REACTIONS IlbraiI90 WEBS 10)This truss been designed for a moving concentrated load of 5T 01b live and 10 -513 On 0-3-2) 3.9=-284/243,69=156/675,413=-9751599,3-10=-1]60/53. 250th Chord,ead laconcurrental all mid live and at all panel pOlnb abrg the Top Chord and 7 - 1642/0-3-8 (min.0-2-11) 5q_171518g Bollom with and dead loads. Max Horz 11)-Ssmddlplichbreais with fixed heels'Member end fitly model was used In fie IC = 382(LC ]) NOTES (12) 12)AllPantl design of this le ss. Max Uplift 1)Wind.ASCE 7-05'w-dee)100mph, end 2psl:and C-C 0psi,b45R1 Cat II,Exp BI All Plates 20 Gauge Unless Noted ip = -234(LC 8) enclosed',MWFRS gable and zone and C-C Automatic zone,end vertical left LOAD LASEIS) 7 = -153(L09) end right 6vlosed CC for members and forces&MWER6 for reactions shown.Lumber Standard Max Gray pi TOLL; plate 7'0p OCL=160 1)Snow Lumber Increese=1.15,Plate increase=1.15 10 = 1Wi1LC 13) 0ateor.ASCE7-05,Pr 50.0psf.;Ct1(ground snow'),Pf=385 psf(flat roof snow), Uniform Loads(PM 7 = 17171L018) Category ll:edp a Partially Exp_eenc 3)Unbalanced snow loads have beenconsideredofered for this design 24-2PePu=111.z-0=11L4E=8710-19=z0,1921=fi0,21 22u-20,22-24u-5th FORCES (ID)-Mac Comp./Max.Ten.-All farces 250(lb)or less except when shown. 4)This truss has been designed for greatermin roof live load of 16.0 psf or 100 times 2625"20,2Sz7=LOJ-2]=20 flat roof load 0136,5 psi on ovelnangs non-concurrent with other live loads. Yp ' r a p e SunPower- E20-327-C-ACI Residential AC Module Series Design-Driven Advantages 020 �ulc cls, ; SERIES ,_>.� . Maximize Value for Roof r ngu e'rs r nrad ,ls Expand Deployment Options Simplify &Speed Installation ra�c .ear ro�,'c,'r Onornize System and installar-oo Efficency ttleI;cl� r me:crc Component of Complete System C CI) us sunpower.com ° `a= eeS U N P W E R d3M dNf1S HIHHHIi CI I U I % . . Suo[ ij17ta3Pue e1eQ le�uval3 DY. 4 suoucpuoJ�u�ae�ado Paisdl - - . is ns,rrwv:,en =sn. WeaeOp eleQJPDunal3 30 souas ainpoW Dv Ieinuapisau 3V-D-LEE-O3 ,,aamoduns - �. % � a +Y t b Z Y its SunPower ` InvisiMountTM Residential Mounting System Sirnp!e and Fast installation • it a.; oCul i 3mund1r. . Flexib w '7eaign _ — ' .rear-, . reside r.. roofs ,t tst" Cusmmer-Preferred Aesthetics - • _ ai, ,fl.d E eg,ant Simplicity 'sr a' c lecislMoisPF it aSio..e. --detgeed ati ciainps ,r _rd dar;>s .r�i-re eoTO. Cil :em. The !psis ys;err i r 'r JS , sideC1 ry Cop-CV3orr ^_1 (o—c r es fact' Part of Superior System ,pa all n 2(11C lefigrflay oy, uveri rags ThaS \1v .Lprrdc- sp hail/e'rvsnner, ,L«,rd mr w a;d e t r 3di s,r D H> el r ,, n 5 Tr - ESrrJrsd e app" .ar arr; a _ E seatttrlc arc ns al r oers-trc r„r hot no -_r.Pera and rs«al ers. sunp�owweeer.com 1►' SUNP WER PJM dNRS adeMpAeH ivatu!Pe rpby - looi u$ISJQ walsns 7unow1slAul M Pallo*dos ttexp."eH juaM)€WV{Ooa surnlPJAaa)Puy saliues.Kfp1 lunows)nu} - ,ter c ,.,.5u o?$ugel (I,Q 3uny}y51M±1y ,311e$Q ritauoduD]3uoURWstrut. ::111 **4**41414141ft • r , f sof. n �2 ..%,y. .. ,. sa$ewuuauodWO)lunolyv.4AVl walsAs 2ui4unoW iE!4uapisaa WiaunoV\isrAU.ai „Jannaduns f;.yy$,ts,y' " de e, }.. ,��,d $,� r t ar S fat, "oz r ' s,w Ti �,... }t'%£ 7 § t±"Y*,^'Aro ;T4 K+ , > '4.714;"; .a eF`5 4, ..., �,_ 1-•,•• . . IblIb Quik Foot PRODUCT GUIDE Quik Foot Contents Exploded Product View- Sec. I MISS Installation Instructions'— Sec 2 Bill of Materials—Sec. 3 Cutsheets — Sec.4 { Specifications —Sec.5 Load Test Reports-Sec. 6 I / ' t EcoFasten Solar® corn...d vo the Support of Renavabb Energy "IllO QUIK FOOT " PRODUCT GUIDE { Exploded Product View O 2 7 - 4111m / 0 s O a-r I 0 op diostsitstetr of'41eatertstt ler 'Note, Numbers correspond with B.O.M,Sec.3-I srri-i QUIK FOOT" PRODUCT GUIDE Installctlon Instructions piriii,, ; t ph 00.44,4; Instructions deta led product� ilir 1' * 3, Apply a thin bead of sealant around the base of the threaded stud,** "'� toil 4. Insert the flashing so the top pait'�s under the next row of shin les p ',+ and pushed far enough up slope to prevent water infltratton through HstIacal op inshingles. 5, Install top compression component as shown using EPDM bonded washer and stainless nut ' 1IIIIIII Consult an engineer or go to www.ecofastensolarmm for engineering data. ' I 2 a *EcoFas[en recommends XHD fasteners by OMG. **EcoFasten recommends Geocel 2300, f t 4 , . ,- . . , ....... . . ‘ :t : IMIIIIIIIIMMIll . a .4: ';;4:11:1', :' t 7:. 1 In 3 4 5 A Sec 24 i' QUIK FOOT PRODUCT GUIDE Pl 1 � Bill of Materials Materials Needed for Assembly (see figure I,Sec. I-I) Required Tools /lb ,ii Item No. Description of Material/Part Quantity I 3/8"Stainless Steel Hex Nut I �f�' 2 3/8" EPDM Bonded 18.8 S5 Washer I ' A '`y 3 4-102-3"Bracket* (other options available) I rl i 4 Quik Foot Flashing 5 Quik Foot 6 Fastener (length to be determined) By Others Base Components Needed _ r:k i;f y #I ot #2 , . at) ',:, i- t E Pr m #3 #4 f #5 #6 3 LU t Sec3-1 QUIK FOOT` PRODUCT GUIDE i A ¢F- S 11 A , ra, e__ retidis vii -kwy L_ �i 4 A -, .+ SECTION n-n t 3/8-le 18.8 Lt____ ' ;/,,,. .. .,g, I , ' w C�FOE S RNrp�irn„�. 1 -. opNV4 rs P rye 03P9 scc a-z Y., 1 , ,N< ;;t 4/Q, h ( :C. I illi Y. _FAR' `+LDL_ l \' l - -��'J�1—�— ',r' ��I4. _HI )�_ t f • a 01) .X = +/- .1 .XX = +/- .01 .XXX= +/- .005 289 Harrel Street P-3-CSK '�Fcoasten Solar olar Swww . ecofastensolar . com Morrisville, VT 056 61 ToII Free Phone 1.87 94 7 Toil Free Fax 1.888.768.9994 MATERIAL 2011 Aluminum web www.ecofastensolar.com e-mail info©ecofastensolar.com SCALE 1:1 9/17/2010 SHEET 1 OF 1 QUIK FOOL PRODUCE GUIDE QFL-8(2 Sin • as%; I in _ Sec4-3 QUIK FOOT' PRODUCT GUIDE A n 8;acket Options- L-102-3" 1 ---------_ 4 r �- ..•_ ,r , , i S, A8 • _ City of Norther Building Depart' : int �(�i� q► �'�C)(�/� 7..../../K' Plan Revir' </ / /� Lf UP ni 212MalnSt- ,nt ("--- L-foot o quickfoot bases attached to V Northampton, M:; i1060 roof structure, staggered and spaced not , .ff" Enginnered Trusses @ 24" OC more than 48". see note#2 ..,:-7,. /) / roof 396" / Array Start Point / see notes#1,2 k - array& railing 375%" k ROOF RIDGE ROOF RIDGE ROOF/ARRAY REFERENCE PLAN } -1.,- -N.. F �_ �_ 7 4 PROJECT NOTES: F-•-• 1 O" 1. ARRAY START POINT CENTERED N-S&E-W OF �- ® e e !id ® ® ® ® ® ROOF AS INDICATED MAINTAINING RAILING SPAN & CANTILEVER ALLOWED. )' 48" -f -/--- 24" / / 2. ARRAY LAYOUT OF BASES IN RELATION TO EXACT LOCATION OF STRUCTURAL MEMBERS 5�4 93/4' TO BE VERIFIED ON SITE. 41X4' 3. INVISIMOUNT MAXIMUM RAIL SPAN IS 48". - -- 24" / 48" / 4. INVISIMOUNT MAXIMUM RAIL CANTILEVER 16" S. UNLESS OTHERWISE NOTED BASES ARE EVENLY n SPACED AT 48"TO DISTRIBUTE LOAD. } e ® a ® ® ® ® 6. KEEP SPLICES 1"MIN AWAY FROM BASES. l ! 7. KEEP SPLICES 1"MIN AWAY FROM MID CLAMPS 8. SLIDE RAILS ASSEMBLY AS NEEDED TO AVOID 20411 POSSIBLE SPLICES/BASES CLAMPS CONFLICT 9. RAILS CENTERLINE OF CLIPS MUST BE BETWEEN 2"AND 16"FROM THE END OF THE MODULE -LL,- ® i •11 i _ la et ® FRAME TYPE G5. C 10. MODULE DIMENSIONS ARE 61.39"x 41,18"X o 1.18".FRAME TYPE GS 47. 11. ROOF MATERIAL IS STANDARD ASPHALT 41%4" p SHINGLES IA0 L cNi n nra, � _ _Lills ri .1_, � Job: TAFT Site: 21 MOSER STREET,(UNIT Al 204.1 1 - NORTHAMPTON,MA 01060 _ e BMW ® ® ® . Iii INITIAL BILL OF MATERIALS 13 PART: MAKE&MODEL: NO: 1 293/4" k 129X" 4' 117" / RAIL INVISIMOUNT STANDARD 18 BASES OPEN L-FOOL ON QUICKFOOT 54 41%4" SPLICES INVISIMOUNI STANDARD 12 117" 4' 129X4" r 1291/4" / MODULES SPR E20-327-C-AC 27 i 1-1 (-1l 1i; _ ® ® Title: ARRAY LAYOUT n ® . n NO: 11248 I Date: 7/26/2016 r Designer: Daniel Gomez 10" Design Tool: INVISIMOUNT(PV2 std due tool n/a a dt) - Dwg Scale: 3/8"=1'-0"(Print Size: 11 x 17 1 -).,,-411 } Revision # Date SHEET:(1/1) ROOF DRIP LINE ROOF DRIP LINE 10%4" k 4' array&railing 375%2" t k 101/4 A-0 1 Array Start Point L-foot UP on quickfoot bases attached to 2 see note#1 roof fstructure, staggered and spaced not (pv) PV Squared n worker•owned COOperatsve more than 48".see note#2 311 Wells Street,Suite B Greenfield,MA 01301 — 413-772-8788 design@pvsquared.coop