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05-032 (6) 118 RIVER RD-CRD MECH BP-2019-0445 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 05 -032 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Catelzory: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0445 Proiect# JS-2019-000721 Est. Cost: $247946.00 Fee: $493.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor. License: Use Group: DAVID FITZGERALD 112160 Lot Size(sa. ft.): 134164.80 Owner: EQUINOX PARTNERS LLC Zoning: WPO 22)/GI(117)/SR(5)/IJRA(0)/ Applicant: DAVID FITZGERALD AT. 118 RIVER RD - CRD MECH Applicant Address: Phone: Insurance: 89 HAYDEN ROWE (508)579-1083 WC HOPKINTONMA01748 ISSUED ON.10/12/2018 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 256 SOLAR PANELS ON EXISTING ROOF 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: FeeType: Date Paid: Amount: Building 10/12/2018 0:00:00 $493.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Versionl.7 Commercial Buildin Permit May 15 2000 1 h u�JW )cepa a only RE ��` Gl.l C of Northampton Status of Perrnk: �/ Ll B ilding Department Curb CutlDriveway Permit 12 Main Street Se�apiioAvaileblity .' �� Room 100 WaterlWell Avaiiebillty OCT t ort ampton, MA 01060 Two Sets of Structural Plans phone 3-5 7-1240 Fax 413-587-1272 Plot/Site-Flans- gtSpgf'lild� Other Specify APPL ,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING _ OTHER THAN A ONE OR TWO FAMILY DWELLING t SECTION 1 -SITE INFORMATION c�— I � - ` �J 1.1 Property Address: This section to be completed by office (c4a*I1f FAVF1s (ZD. ham Map /y L, Lot nit 1,4"3MA ? Zone V V Overlay District �loS3 Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT r, 2.1 Owner of Record: u Nox t-�-L t l$ (fit V E2 N).� L.f."S� t1A O J os Name(Print) Current Mailing Address: a ... ny SA�s�cn . Corti Signature Telephone 2.2 Authorized Anent: 'DA-V.(O A . r---rr-a rjeAA D Cc- -(1121140 sg 44 A-r 1w F"OwE -ss`� Hb�tGr Name(Print) Current Mailing Address: C) k Signature ` Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (G�$ -7... (a)Building Permit Fee 2. Electrical q $� (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) —7 00 5.Fire Protection 6. Total=(1 +2+3+4+5) 14 7i4 7 K(. Check Number R 7 Co This Section For Official Use Only Building Permit Number Date Issued Signature: / 161,z/i S Building Commissionedlnspector of Buildings Date 50 /ACi. C 0 Yri �iE.'al ttE Elf#:�,?ilMif�t4Yet,E Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other So Brief Description 'Enter a brief description here. Of Proposed Work: 'FN6 g.,fR .Na 5T2v � SECTION 5-USE GROUP AND CONSTRUCTION TYPE 6^16 t �,S (ZVI �. USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1-1 ❑ 1-2 1-3 ❑ 3B M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use Specify: S SpegefUse ❑ Specify: .. . COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOV DITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existin ex 80 CMR 34):._..... . Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTI N OFFICE USE ONLY Floor Area per Floor(sf) St 1 St 2n 2"d 3r 3rd 4tn 4th Total Area(sf) Total Proposed New Construction(sf) Total Hei (ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone i Outside Flood Zone[] Municipal ❑ On site disposal system[] Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zonin This colu;to in by Building ent Lot Size _. Frontage Setbacks Front Side L: R:i R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minus bldg& ed -kin #of Par Spaces Fill: volume&Location __... 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 © DONT KNOW © YES IF YES: enter Book Page; and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © DONT KNOW © YES Q 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 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO O 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 © NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): e4-�syi N6- A• flw6 _ 57fyv cxt,x4o, Name Area of Responsibility l 1 . oti � q.0 7 .. L-A4/vf- x IA,,b t 0AJ 1''l4 5'Xz� Rr4-G_ Addr s Registration Number q-7 - 1 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction ftop�-rnN © t7't8 ress gt3 'S-A- to Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT C/tf (24 S D V v , OT44—(N4 pf I as Owner of the subject property hereby authorize VA-V ( fl I`�' �" 'T � �..�l � -�-N �i�' to act on my behalf, in all matters relative to work authorized by this building permit application. — ignature of Owner Date I, 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. Signe der the pains and p alti erj i. • Print Name NJ Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: 'DAOV k .� License Number 79x8 c8— (c2 (6 a �[ ess Expiration Date O Signature Telephone SECTION 13-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 No 0 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 1 ( ?/ Qom(VC37- ?-D The debris will be transported by: ( SVA-V-A wAS'TC- The debris will be received by: G EA'L A- Building permit number: Name of Permit Applicant �A'`' A- • 'r�'-ZG�T' Date Signature of Permit Applicant to q -- 2o( 8 SOLEINC-01 CFERGUSON ACORD" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDn'YY1)06/08/2018 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON ACT NAM Provider Group 160 Gould Street,Suite 122 ac°NN.Em):(781)444-0347 (ac,No):((7 81)444-8961 Needham,MA 02494 "polkas,needhamr providerig.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Landmark American Insurance Co INSURED INSURER B:SAFETY Insurance Group Solect,Inc.,Clean Energy Installs LLC,Solect Energy Dev INSURER C:RSUI Indemnity Company LLC 89 Hayden Rowe St.Suite E INSURER D:Hartford Hopkinton,MA 01748 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F—X]OCCUR LHA111474 01/09/2018 o1/O9/2019 DAMAGE TO RENTED $ 50,000 MED EXP(Any oneperson) $ PERSONAL R ADV INJURY 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 lPOLICY❑j C� F LOC PRODUCTS-COMP/OP AGG $ 2,000,000 ix�OTHER:Deductible-55000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO 5900678 01/09/2018 01/09/2019 BODILY INJURY Per rson) $ AURTEOS ONLY WNED X AUUTNOpSULEDp BODILY INJURY Per accident $ X AUTOS ONLY X AUTOS ONS Parr a�ident AMAGE $ C X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5'000'000 EXCESS LIAB CLAIMS-MADE NHAO81844 01/09/2018 01/09/2019 AGGREGATE $ 5'000'000 DED RETENTION$ D WORKERS COMPENSATION X PERTITI EDTH- AND EMPLOYERS'LIABILITY 6S60U6-0G04294-8-16 05/16/2018 05116/2019 1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $ �FFICER/MEMgER EXCLUDED? NIA 1,000,000 AAandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE k)w,/�/1''."' ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations k1FJ 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lesibly Name (Business/Organization/Individual): SOLECT ENERGY DEVELOPMENT, LLC Address: 89 HAYDEN ROWE ST City/State/Zip: HOPKINTON, MA 01748 Phone#: 508-598-3511 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 75 4. I am a general contractor and 1 6. New construction employees (full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp.insurance. required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. ✓ Other SOLAR comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional shat showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: PROVIDER/ HARTFORD Policy#or Self-ins.Lic.#: 6S6OUB-OG04294-8-16 Expiration Date: 5/16/2019 Job Site Address: Wb Y Vf_fle' CZ4>. 1 City/State/Zip: (-.gyp S, t-1--A Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains an� like ofperjury that the information provided above is true and correct Signature: V Date: to S 1 i3 Phone#: SZt� Oficial 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#: 9118/20I8 Details Ligensee Details uemographic Information Full cName: DAVID A FITZGERALD er Name: ense Address in rmation pity: HOPKINTON Ftate: MA pcode: 01748 ounVY: uruted ktates License InTormation -icense No: CS-112160 License Type: Construction Supervisor �rofession: Building Licenses Date of Last Renewal: Issue Date: Expiration Date: 4127/2022 -icense Status: Active Today's Date: 9118/2018 3econdary License Type: Doing Business As: &J�ius Chan ae Ream: License IsjWnce Prerequisite inTormation No Prereouisite Information I Close Wind"j 0 2011 Commonwealth of Massachusetts Site Policies I Contact Us http://efioense.cht.state.rne-us/Vefflmtlon/Deftils.aspx?agency--W=I&lloonse�-id=891226& ill Initial Construction Control Document UlfTo be submitted with the building permit application by a Registered Design Professional for work per the 10edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: C 12-C> f� moi,RAJ C �t.AS 2� Date: Jo Ct - ?O t v Property Address: YC2- (2�0A-D "—r-D S, H A Project: Check(x)one or both as applicable: New constructionExistingConstruction Project description: INSTALL%SOLAR PANELS ON EXISTING ROOF TO GENERATE%KW POWER. I,Elaine A. Huang,MA Registration Number:49029, Expiration date: („-30-11 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural rx Structural Mechanical G Fire Protection c tcal Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. IVi OF Af4S Enter in the space to the right a"wet"or electronic signature anj seELAINE A. u� o HUANG CIVIL y o No.490290 FG � Phone number: 978-406-8921 Email:Elaine@EAHstructural.com 0/ANAL EN Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 I 1 2013 EAH Structural Consulting it Ponybrook Lane .1p Lexington,MA 02421 PHONE 1.978.406.8921 EAH CONSULTING Elaine C5jE.AHstructural.corn September 14th, 2018 To: Solect Energy 89 Hayden Rowe Street Hopkinton, MA 01748 Subject: Structural Certification for Installation of Solar Panels CRD Metalworks Phase II 181 River Street Leeds, MA 01053 To whom it may concern: A design check for the subject building was done on the existing roofing and framing systems for the installation of solar panels over the roof. From the structural drawings and site inspections,the existing roof support structures were observed as follows: Building 1 The roof consists of 24-gage standing seam steel deck with insulation that is supported by 9Z3 cold formed light gage steel purlins that are spaced at 5'-0"o.c.(typ.). The length of the building, 100'-0",is broken into 4 spans of Z-purlins,each with a span length of 25'-0". The thickness of the Z-purlins are measured as approximately 0.1-in (13-gage).The purlins are supported by steel plate girder rigid frames with a slope of 12 degrees. The purlins are butt jointed above the steel rigid frames with gusset plates. The span of the steel rigid frame arch is 100'-0"from wall to wall. Building 2 The roof consists of 24-gage standing seam steel deck with insulation that is supported by 9Z3 cold formed light gage steel purlins that are spaced at 5'-0"o.c. (typ.). The length of the building 200'-0",is divided into 8 spans of Z-purlins,each with a span length of 25'-0". The thickness of the Z-purlins are measured as approximately 0.1-in (13gage). The purlins are supported by steel plate girder rigid frames with a slope of 12 degrees. The purlins are butt jointed above the steel rigid frames with gusset plates. The span of the steel rigid frame arch is 100'-0"from wall to wall. According to IEBC 2015,707.2 Addition or replacement of roofing or replacement of equipment. "Where addition or replacement of roofing or replacement of equipment results in additional dead loads, structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. Exceptions:Structural Elements where the additional dead load from the roofing or the equipment does not increase the force in the element by 5 percent. " 1 EAH Structural Consulting 11 Ponybrook Lane Lexington,MA 02421 4 PHONE 1.975.406.8921 EAHCONSULTING ElainegEAHstructural.com The existing roof framing systems of Building 1 and Building 2 are judged to be adequate to withstand the loadings imposed by the installation of the solar panels,since the added solar dead load is much less than 5% total load that the existing rigid moment frames withstand. The new solar panels will be supported directly by the rigid moment frames at 25'-0"o.c.and will not disturb any light-gauge purlins. I further certify that all applicable loads required by IBC 2015 with Massachusetts amendments were applied to the Unirac Solarmount solar rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan,which is part of this submittal package. Furthermore,I was informed that the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solar for the racking system,and by 5-51 for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. o�SH OF Af4' sgcy g ELAINE A. N Sincerely, o HUANG CIVIL y ,o Elaine A. Huang, P.E. No.490290 FG Structural Engineer 81 NAL EN 2 EAH Structural Consulting 11PonybrookLane f; Lexington,MA 02421 PHONE 1.978.406.8921 EAH CGONSUL.riNs Elaine@EAHstructural.com Project: CRD Metalworks phase II Client: Solect Energy Location: 181 River Road,Leeds,MA 01053 Date: 9/14/2018 Engineer: Elaine A Huang,PE Load and Load Combination: Dead Load: Insulation=2 psf(ASCE-7 Table C3-1) Standing Seam Deck=3 psf(ASCE-7 Table C3-1) Solar Panels=5 psf(Given by Product Catelog) Total Dead Load=3+2+5= 10 psf Snow Load: Ground Snow Load, Pg: Town of Northampton, MA=40 psf(Mass Building Code,780 CMR,9th Ed.) Flat Roof snow load=Pf=0.7 Ce Ct I pg=0.7 x 0.9 x 1.0 x 1.0 x 40 psf=25.2 psf (ASCE-7, Eq.7-1) CQ=exposure factor=0.9, (ASCE-7,Table 7-2),Terrain C,fully exposed Ct=thermal factor= 1.0(ASCE-7,Table 7-3), 1 =importance factor= 1.0(ASCE-7,Table 7-4),occupancy category II Sloped roof snow load PS=C, Pf= 1.0 x Pf=25.2 psf(ASCE-7, Equation 7-2) C,=slope factor= 1.0(ASCE-7 Fig.7-2a),Cold roofs with Ct= 1.0 b Use 35 psf roof snow load per Mass Building Code 9th Ed. Wind Speed: Basic Wind Speed: Town of Northampton, MA= 117 mph (Mass Building Code,780 CMR,9th Ed.) Wind Pressure: Q,=0.00256 Kz Kt Cnet V2(IBC Equation 16-35) Kz=0.81(50' building) (IBC refers to ASCE-7) Kzt= 1.0(IBC refers to ASCE-7) Cnet=0.41 or-1.17 (Components and Cladding,zone 2) (IBC Table1609.6.2) V= 117 mph (Mass building code 9th ed.) Therefore,qz=0.00256 x 0.81 x 1.0 x 0.41 or-1.17 x 1172= 11.6 psf and-33.2 psf(uplift) (IBC Equation 16-35) 3 EAH Structural Consulting 11 Ponybrook Lane Lexington,MA 02421 PHONE 1.978.406.8921 EAH CONSULTING Elaine@EAHstructural.com Seismic Coad Ss=0.171 (Mass Building Code 9th ed.Table 1604.11) S,=0.066(Mass Building Code 9th ed.Table 1601.11) Spectral Response Acceleration coefficients: SMs= Fa Ss= 1.6 x 0.171=0.274(IBC Equation 16-37) Snai= F„S1= 2.4 x 0.066=0.158(IBC Equation 16-38) Design Spectral Response Acceleration Parameters: SDs=2/3 x Sans=2/3 x 0.274=0.182 (IBC Equation 16-39) SD1= 2/3 x Sna=2/3 x 0.158=0.105 (IBC Equation 16-40) According to IBC Table 1613.3.5(1)and (2),the seismic design category is"B" and the calculation can be finished by using ASCE-7 equivalent force procedure. The importance factor, I,for this building is 1.0. The response modification coefficient, R, is 3.25 according to ASCE-7. TL= 6 sec(ASCE Fig 22-15) T=Ct hn"=0.028 x 500'=0.64 sec(ASCE-7 Equation 12.8-7) The seismic response coefficient,C5, is CS=SDs I/R=0.182 x 1.0/3.25=0.0561 The maximum value of CS=SD11/(TR)=0.105 x 1.0/(0.64 x 3.25)=0.0505 The minimum value of CS=0.01 Therefore,CS=0.0505 IEBC Section 707.5 states that the lateral resisting frame structural elements need not comply with Section 807.4 if the alteration does not increase the demand-capacity ratio by more than 10%. In this case,the panels'weight, 5 psf, is extremely small compared to floor live load (125 psf/floor for storage warehouses). Therefore,seismic design should not be considered. Load Combination(ASD): D+S=45 psf 0.61)+0.6W=-14 psf 4 EAH Structural Consulting 11Ponybrook Lane Lexington,MA 02421 41P PHONE 1.978.406.8921 EAH CONSULTING Elaine@EAHstructural.com D+0.75(0.6W)+0.75S=41 psf Roof Structures Building 1 The roof consists of 24-gage standing seam steel deck with insulation that is supported by 9Z3 cold formed light gage steel purlins that are spaced at 5'-0"o.c. (typ.). The length of the building, 100'-0", is broken into 4 spans of Z-purlins, each with a span length of 25'-0". The thickness of the Z-purlins are measured as approximately 0.1-in (13-gage). The purlins are supported by steel plate girder rigid frames with a slope of 12 degrees. The purlins are butt jointed above the steel rigid frames with gusset plates. The span of the steel rigid frame arch is 100'-0"from wall to wall. Building 2 The roof consists of 24-gage standing seam steel deck with insulation that is supported by 9Z3 cold formed light gage steel purlins that are spaced at 5'-0"o.c. (typ.). The length of the building 200'-0", is divided into 8 spans of Z-purlins, each with a span length of 25'-0". The thickness of the Z-purlins are measured as approximately 0.1-in (13gage). The purlins are supported by steel plate girder rigid frames with a slope of 12 degrees. The purlins are butt jointed above the steel rigid frames with gusset plates. The span of the steel rigid frame arch is 100'-0"from wall to wall. Structural Analysis and Calculation According to IEBC 2015, 707.2 Addition or replacement of roofing or replacement of equipment. 'Where addition or replacement of roofing or replacement of equipment results in additional dead loads, structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code." Exceptions:Structural Elements where the additional dead load from the roofing or the equipment does not increase the force in the element by 5 percent. The Dead and Snow Load without the solar array=45 psf x 25 ft=1125 plf Assuming that the solar array is 100 lbs per 5 ft=20 pif The ratio of new total load on the precast roof deck is 1145 psf/1125 psf=101.78%,OK 5 f -�,s o l e d I, Smart Solar. Smart Business. CRD Metalworks LLC-Phase 2(SMART) SYSTEM PURCHASE & INSTALLATION AGREEMENT FOR GOOD AND VALUABLE CONSIDERATION, THiS SYSTEM PURCHASE AND INSTALLATION AGREEMENT (the "Agreement")is entered into by and between Solect Energy Development, LLC ('Solect'), and the Customer named below on the terms and conditions set forth herein as of May 30,2018(the'Effective Date"). BACKGROUND INFORMATION Project Developer: Solect Energy Development,LLC Customer: CRD Metalworks LLC I 8.A HRyden Rowe Street,Gita E '.'*Raver Road Hopkinton, MA 01748 Leeds,MA 01053 Official Contact: James Dumas,COO Chris Duval,Owner Telephone: Office:508-598-3511 Facsimile: E-mail: jdumas@solect.com crdmetalworks@gmail.com PURCHASE INFORMATION r::kt_mer : v......,t.,wrgayo-•su,art tcv'dsigri,,rlSiaii and commission the solar electric System described+n the attached Bill of Materials("Attachment A")and Statement of Work("Attachment 81. Installation Site: 118 River Road,Leads,MA 01053(the Site) PV Unit Pricing: Per Installed Peak Watt Direct Current(i.e.$2.60/Wp DC)including Sales Tax of 6.25% Unit pricing valid through 6130118,dependent upon inverter and PV panel pricing and availability from the manufacturers. ibm "System"Dascriotion PV System Price 1.0 One complete,turn-key 95.2kWp DC roof-mounted,grid-connected,solar electric installation(the*System')to be connected to Customer's existing electric service.The description of the System shall include all references to the System an the Site Plan. intarrnnnert An�+lict+tirr,Ore-lire Diagram,estimated fiaaaciat Yrn-fv'rTia.sequence of events,Structural Affidavit,and Sample Utility Certificate of Completion,all of which documents are incorporated herein by reference and made a part hereof. See Attachments for more detail. $247,946.00 Payment Overview: An initial payment for engineering and permitting,and an initial material order down-payment of $49,589.20 is due upon contract signing provided contingencies have been met. A payment of$123,973.00 shall be invoiced upon delivery of the mounting hardware and panels(i.e.,95.2 kWp DC)at which time title will transfer to the Customer for equipment delivered.A payment of$37,191.90 shall be Invoiced for installation of mounting hardware and panels at which time title will transfer to the Customer for equipment delivered.A payment of$24,794.60 shall be invoiced for delivery of DC- io-AC inverters and balance of system components,panel electrical wiring,and combiner installation. The balance of 1 $12,397.30 shall be invoiced for Inverter and electrical/Balance of System componont installation Mnnilaring"ui;rren+ mstaiied ana upon securing final city/town building and electrical permit inspection approval and the Customer receiving the Commissioning Notice at which time final title transfer will occur for the entire system. All payments are due upon receipt of invoice,after which 1.5%interest per month will be charged on the unpaid balance. interconnection Contingency: This agreement is contingent upon Customer receiving an"approval to construct' authorization from the local utility. Structural Contingency:This agreement is contingent upon Customers roof structure meeting the specification requirements set by the authority having jurisdiction(AHJ). Customer will attempt to correct any issues identified by the structural engineer so long as the repairs are not cost prohibitive to the customer. Financing Contingancy:T.".;s agreement is co,)ii+,ye m upon Customer obraining aaequate$inane ng for the satisfaction of their financial obligations under the terms of this agreement within forty-five(45)days of the Effective Date. If Customer is unable to obtain financing despite a good faith effort to do so on or prior to the expiration of the 45-day period,the contract will expire and the parties will be relieved of their contractual obligations. Project down payment is not due until contingencies(if any)are met. Customer is responsible to pay for services rendered if any of the contingencies are not met. t rd: '\ J Ver.9.7017- � 2 905 System Purchase&Installation Agreement(Page 1 of 9) Initials. q7solect Smart Solar. Smart Business. CRD Metalworks LLC-Phase 2(SMART) ATTACHMENTS Attachment Desg�riotlon A List of Materials Each Attachment is hereby incorporated by reference into and made a part of B Statement of Work this Agreement. All prior agreements,proposals,bid responses,negotiations or C Invoicing&Payment representations regarding and not expressly attached to this Agreement are of no D Terms and Conditions force and effect. This System Purchase&Installation Agreement,and all E Standard Warranties Attachments hereto,shall constitute a binding and enforceable contract between Soiect ana the Customer. IN WITNESS WHEREOF,Solect and an authorized representative of Customer have entered into and agree to be bound by the terms and conditions of this Agreement as of the Effective Date. Solect Customer Solect Energy DeveloprVAnt,t ke CRD Msiepvorks LL Name: James Dumas Name? Chris Duval f I Title: COO Title: Owner Date Signed: t {! 1 Date Signed: �j3��g Ver.9.7 2017-9-05 System Purchase&installation Agreement(Page 2 of 9) Initials: ' / 10/2018 Northampton,MA:Commercial Property Record Card Northampton, MA : Commercial Property Record Card [ Back to Search Results ) [ Start a New Search ][ Help with Printing ] Search For Properties Parcel ID Name Street Name RIVER RD ♦ Search Reset Parcel ID Card Routing No Location Zoning State Class Acres 05 -032-001 1 RIVER RD 403 -n/a 3.080 Living Units 0 Owner Information Property Picture Equinox Partners Llc [ No Picture Available ) Deed Information Book/Page: 12081/251 Deed Date: 2015/09/28 Building Information Building No: 0 Year Built: 0 No of Units: 0 Structure Type: Grade: Identical Units: 0 Valuation Land: $99,560 Building: $0 Total: $99,560 Net Assessment: $0 Sales History Book/Page Date Price Type Validity 12081/251 2015/09/28 $50,000 Land + Bldg T Out Building Information Structure Code Width Lgth/SgFt Year RCNLD Exterior/Interior Information Levels Size Use Type Ext.Walls Const.Type Partitions Heating A/C Plumbing Condition Func. Utility Unadj. RCNLD http:/lwww.northampton.univers-clt.com/view Property_C.php?account_no=05%20-032-001&series_card=1 1/2 1019%2018 Northampton,MA:Commercial Property Record Card Building Sketch D escrintor/Area Notice The information delivered through this on-line database is provided in the spirit of open access to government information and is intended as an enhanced service and convenience for citizens of Northampton, MA. The providers of this database: CLT, Big Room Studios, and Northampton, MA assume no liability for any error or omission in the information provided here. Currently All Values Are Finalized For Fiscal Yr 2017. Comments regarding this service should be directed to: jsarafin northamptonassessor.us BUILT EY bi,R0,®m http://www.northampton.univers-cit.comNiew—Property_C.php?account_no=05%20-032-001&series_card=1 2/2 Mono Multi —Solutions Corner Protection k DUOMAX r � pLus"' TSM-DEG14.40 (II) MODULE v, 5 72 CELL MONOCRYSTALLINE MOOKE , �3135- 3 POWER OUTPUT RA1$GEn Excellent low light performaM- -_ ,M • on cloudy days, mornings and evenings A Back surface field '18 • Monocrystalline cells with advanced Honey surface texturing a60/ol, • Selective emitter MAXIMUM EFFICIENCY — -- - --- Maximize limited space with top-end efficiency • Up to 186 W/mt power density 0/+Sw Low thermal coefficients for greater energy production at high operating temperatures POSITIVE POWER TOLERANCE Improved durability Anti PID Founded in 1997,Trina Solar is the world's leading Reduced soiling due to natural cleaning comprehensive solutions provider for solar energy. — ---- — - ---—--- We believe close cooperation with our partners is Enhanced safety critical to success.Trina Solar now distributes its PV products to over 60 countries all over the word, Fire class A Certified by TUV Rheinland according to Trina Solar is able to provide exceptional service fire test IEC 61730-2/MST 23 to each customer in each market and supplement our innovative,reliable products with the backing of Trina Solar as a strong,bankable partner. Increased value We are committed to building strategic,mutually 1,500 V system voltage reduces BOS costs by increased String length De;,.eficialccilaboraticnwlthinstallers,developers, 30 year inearWarrant distributors and other partners, y y • 0.5%annual degradation Comprehensive Product Certified to withstand challenging And System Certificates environmental conditions IEc61215nEc6n30iul-1703/iEc61701/IEc62716 Module coating resistant to sand,acid,and alkali ISO 9001 Quality Management System 2400 Pa wind load 6014001 Environmental Management System 5400 PO snow OC7Ca 5014064, r,r u„ -asrmissionsVerifieat,on OHSAS18001.Occupational Health and Safety 35 mm hall stones at 97 km/h Management System Trina Solar's DUOMAX M PLUS Linear Performance Warranty F4 [*_g" ' C E ,�'•� A01 111 V i y THnasolar M I r- .N�r.anhdnr,�. i 1 ..ander rl DUOMAX°pLUS" TSM-DEG14.40(11) DIMENSIONS OF PV MODULE TSM-DEG14.40(I1) ELECTRICAL DATA @STC TSM-335 TSM-340 TSM-345 TSM-350 TSM-355 TSM-360 TSM-365 DEG14.401111 DEG14.40111)DEG14.4001)DEG14.40M)DEG14.40III1 DEG14.40(10 DEG14.40(10 (unit:mm) Peak Power Watts-PMAx(Wp)* 335 340 345 350 355 360 365 1 996 EVA EDGE TO EVA EDGE POWerOutput:TOlerance-Pwbr(W) 0/+S 0/+5 0/+5 0/+5 0/+5 0/+S 0/+5 ,o Maximum Power Voltage-Vww(V) 37.9 38.2 38.4 38.5 38.7 38.9 39.1 Maximum Power Current-Iwr(A) 8.84 8.90 9.00 9.09 9.17 9.26 9.35 a ""epla� 8 Open Circuit Voltage-Voc(V) 46.3 46.5 46.7 46.9 47.0 47,2 47.3 w Shorttircuitturcent-Isc(A) 9.36 9A5 9.50 , 9.60 9.69 9.79 9.88 w o Backview o Module Efficiency rim(%) 17.1 17.3 17.6 17.8 18.1 18.3 18.6 ~ (Portrait) 1 � STC Irradiance 1000 W1m2,Cell Temperature 250C,Air Mass AM1.5 w •Measuring tolerance:13% 30 ELECTRICAL DATA@NOCT TSM-335 TSM-340 TSM-345 TSM-350 TSM-355 TSM-360 TSM-365 t DEG14.40(10 DEG14.40(I)I DEG14.4001)DEG14.4o(II)DEG14.4000 DEG14.4001)DEG14.4001) Maximum Power-PMAx(Wp) 250 253 257 261 264 268 272 Maximum Powervoltage-UWP(V) 35.1 35.2 35.5 35.6 35.8 35.9 36.1 MaximumPower Current-Iwv(A) 7.12 7.19 7.25 7.33 7.40 7.47 7.54 6 196 600 196 Open Circuit Voltage-Uoc(V) 43.1 43,2 43.4 43.5 43.7 43.8 43.9 992(GLASS TOGLASS) Short CircuitCurrent-Isc(A) 7.56 7.63 7.67 7.75 7.82 Zee 7.95 996(EVA EDGE TO EVA EDGE) NOCT:Irradiance at 800 W/m7,Ambient Temperature 20-C,Wind Speed 1 m/s. 4 MECHANICAL DATA w Solar Cells Monocrystalline 156.75 x 156.75 mm Cell Orientation 72 cells(6 x 12) W Module Dimensions 1978 x 992 x 6 mm o Back view 1982 x 996 x 6 mm with edge banding (Landscape) g 1984 x 998 x 7.6 mm with corner protector(Std)* 0 Weight ;28.0 kg m 1400310 130 1400:10 Front Glass 2.5 mm,high transparency,AR coated and heat strengthened glass m p Ig 8 EVA White �1 0 Back Glass 2.5 mm,heat strengthened glass Frame Frameless 196 600 196 J-Box IP 67 rated or IP 68 rated 992(GLASS TO GLASS) Cables Photovoltaic Technology Cable 4.0 mm" Portrait.,140/285 mm,Landscape:1400/1400 mm I-V CURVES OF PV MODULE(365W) Connector EUCountries:TS4/UTX,Non-EU Count ries:QC4/TS4 10.0 'Do not combine with slide-in solutions. 9.0 80 70 TEMPERATURE RATINGS MAXIMUM RATINGS 6.0 12 so Nominal Operating Cell 44*C(t2K) Operational Temperature -40to+85*C 4.0 - _ Temperature(NOCT) Maximum System Voltage 1SWVDC(IM z.0 200 N/m= Temperature Coefficient of PMNs 0.39%/K 1000V DC(UL) Temperature Coefficient ofVoc 0.29%/K Max Series Fuse Rating** 15A 0 10 20 30 40 50 Temperature Coefficient of 0.05%/K Mechanical Load* 540OPs Voltage(V) Wind Load* 240OPa P-V CURVES OF PV MODULE(365W) WARRANTY Max.mechanical loading values depend on the mounting method applied and only clamps approved by Trina Solar 400 should be used. 3SO I = 10 year Product Workmanship Warranty ••DO NOT connect fuse in combiner box with two or more strings 300 30 year Linear Performance Warranty in parallel connection 3250 -- -- 600W/-z-_ ---_- (Please refer to product warranty for details) a 3 20o MOREOPTIONS �1 a ISO _.... N 400 zoow>m= PACKAGING CONFIGURATION Compact AR(Antireflective)coating w so Modules per box: 30 pieces POE(Polyolefin Elastomer)foil N 0 10 20 Voltage(30 40 Modules per40'container: 660 pieces r\ CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USINGTHE PRODUCT. Trinasolar m2017TrinaSolarLimited.Allrightsreserved.SpecificationsincludedinthisdataSheetaresubjecttochangewithout notice. www.trinasolar.com SOLECTRIA 3-PH TRANSFORMERLESS A YASKAWA COMPANY STRING INVERTERS PV1 14TL PV1 20TL PV1 23TL 4 Y4'I PV1 28TL PV1 36TL w: 3-PH TRANSFORMERLESS STRING INVERTERS Solectria's PVI 14TL,PVI 20TL,PVI 23TL,PVI 28TL,and PVI 36TL are compact, • ' transformerless three-phase inverters with a dual MPP tracker.These inverters come standard with AC and DC disconnects,user-interactive LCD,and an 8-position • string combiner.Its small,lightweight design makes for quick and easy installation and maintenance.These inverters include an enhanced DSP control,comprehensive protection functions,and advanced thermal design enabling highest reliability and uptime.They also come with a standard 10 year warranty with options for 15 and 20 years.Options include web-based monitoring,shade cover,DC/AC disconnect covers, DC combiners bypass,and roof mount array bracket. c % us �� ry ry O n O ac V r O 0 Absolute Maximum Open Circuit Voltage 600 VDC 1000 VDC " 0 ry Operating Voltage Range(MPPT) 180-580 VDC 260-580 VDC 300.900 VDC 280-950 VDC _ .Q Max Power Input Voltage Range(MPPT) 300-540 VDC 300-550 VDC 480-800 VDC 500-800 VDC 520-800 VDC MPP Trackers 2 with 4-fused inputs per tracker Maximum Operating Input Current 25 A per MPPT(50 A) 35 A per MPPT(70 A) 25 A per MPPT(50 A) 29 A per MPPT(58 A) 34 A per MPPT(68 A) e L Maximum Short Circuit Current 45 A per MPPT(90 A) 45.5 A per MPPT 41 A per MPPT(82 A) 48 A per MPPT(96 A) 60 A per MPPT (91 A) (120 A) m Maximum PV Power(per MPPT) 9.5 kW 13.5 kW 15.5 kW 19 kW 27 kW r Strike Voltage 300 V 330V AC d Output a Nominal Output Voltage 208 VAC,3-Ph 480 VAC,3-Ph " 0 AC Voltage Range(Standard) -12%/+10% Continuous Output Power(VAC) 14 kW 20 kW 23 kW 28 kW 36 kW Maximum Output Current(VAC) 39A 25.5 A 27.7 A 33.7 A 43.3 A a Maximum Backfeed Current 0 A m a Nominal Output Frequency 60 Hz e V Output Frequency Range 59.3-60.5 Hz(adjustable 55-65 Hz) 57-63 Hz Power Factor Unity,)0.99 Unity,)0.99 Unity,)0.99 q (t0.8 adjustable) (t0.9 adjustable) (t0.8 adjustable) > a Total Harmonic Distortion(THD)@ Rated Load (3% Grid Connection Type 30+/N/GND Efficiency Peak Efficiency 96.9% 97.4% 98.6% 98.5% m CEC Efficiency 96.0% 97.0% 98.0% a 0 Tare Loss 4 W 2 W 1 W Integrated String Combiner ■ 15 or30A 8 Fused Positions(4 positions per MPPT) 15 A(fuse by-pass available) (30 A only for combined inputs) Temperature Ambient Temperature Range -13°F to+140°F(-25°C to+60°C) -13°F to+140°F(-25°C to+600C) Derating occurs over+50'C Derating occurs over+45'C Storage Temperature Range -22°F to+158°F -58 of to+158°F (-30°C to+70°C) (-400C to+7000 Relative Humidity(non-condensing) 0-95% Operating Altitude 13,123 ft/4000 in(derating from 6,562 ft/2000 m) Data Optional SolrenView Web-based Monitoring Integrated Optional Revenue Grade Monitoring External External Communication Interface RS-485 Modbus RTU Testing&Certifications Safety Listings&Certifications UL 1741/IEEE 1547,CSA C22.2#107.1,FCC part 15 B Testing Agency ETL i Warranty -. Standard 10 year Optional 15,20 year;extended service agreement Enclosure dBA(Decibel)Rating <50 dBA @ 3 in AC/DC Disconnect Standard,fully-integrated Dimensions(HxWxD) 41.6 in.x21.4in. x8.5 in. 39.4 in.x 23.6 in.x 9.1 in. (1057 mm x 544 mm x 216 mm) (1001 mm x 600 mm x 232 mm) Weight 141 lbs(64 kg) 132 lbs(60 kg) 104 lbs(47.2 kg) 124.5 lbs(56.5kg) Enclosure Rating Type 4 Enclosure Finish Polyesterpowder coated aluminum �SOLECTRIA A YASKAWA COMPANY www.solectria.com I inverters@solectria.com 1 978.683.9700 Snap rack- Series 100 ri Solar Mounting Solutions Metal Roof Solutions $mak The Best Attachment Methods for Metal Roofs roofsPreassembled hardware to The fastest & most secure reduce install time method for mounting on metal Fully sealed & weatherproof Single tool installation using to maintain the integrity of a standard 1/2" socket the • • WONrM !, s RESOURCES snapnrack.com/resources DESIGN snapnrack.com/configurator WHERE TO BUY snapnrack.com/where-to-buy SnapNrack Metal Roof Solutions provide installers with the most intuitive method for mounting Series 100 racking to metal roofs. SnapNrack's products are the most effective way of attaching to standing seam, corrugated metal and trapezoidal roofs. Metal Roof Base • Provides robust, self-sealing mounting base for metal roofs with a flat mounting surface • Seals to the roof with integral EPDM rubber washer and top sealing cap • Completed assembly finishes with L Foot attachment point for mounting Series 100 system Corrugated Straddle Block • Allows attachment directly to a structural member covered with corrugated metal roof • Supports the mounting system without collapsing or crushing the ridge in the metal roof material • Attaches at the peak of corrugation, out of water channel for improved weatherproofing Standing Seam Clamps • Single bolt installation of entire mount and L Foot reduces labor compared to the competition 3 • Available in two models that work with multiple standing seam metal roof configurations t k • Cam-lock attachment provides industry-leading pull out resistance as the clamp tightens more t when being pulled DESCRIPTION: DRAWN BY: SNAPNRACK, STANDARD RAIL D. Ryan REVISION: PART NUMBER(S): 585 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA 232-01067, 232-01068, 232-01069, 232-01070, PHONE(415)580-WOO.FAX(415)580.8902 232-02112 232-02113 THE MOWMTIDN IN THIS DMWING IS CONRDENTU 4 PROPMETMY.MY REPRODUCTION,UGCLOSURE,MUSETHEREOFISPROHMM WITHOUTTHE WRITTEN CONSENT OF SL"M SOUTH ILC. T 1.50 1.06_ f 22 1.08 _ T '22 .15 1.50 07 TYP STANDARD RAIL PROPERTIES 2.50 SKU RAIL LENGTH (X) FINISH 232-01067 122" BLACK 232-01068 122" CLEAR 1.06 232-01069 162" BLACK 1.44 1.08 232-01070 162" CLEAR .22 232-02112 122" MILL 232-02113 162" MILL .15 .11 .22 ALL DIMENSIONS IN INCHES MATERIALS: 6000 SERIES ALUMINUM OPTIONS: DESIGN LOAD (LBS): N/A CLEAR/ BLACK ANODIZED ULTIMATE LOAD (LBS): N/A MILL FINISH TORQUE SPECIFICATION: N/A LB-FT 122" / 162" LENGTHS CERTIFICATION: UL 2703, FILE E359313 BOXES OF 2 / 6 WEIGHT (LBS): 7.65 - 10.16 BUNDLES OF 112 Site Plan - CRD Metalworks - Phase II 95.2 kW DC - 72 kW AC (240kWAC Total) 118 River Road Leeds MA 01053 Utility: National Grid Account#:25595-98026 Meter#:25157000 Utility Meter Pad Mounted Transformer POCC On Load Side of Solar Exterior Utility Fused&Lockable Disconnect Utility Disconnect Switch Located at Grade. Accessible at All Times By Utility Located On Exterior Wall Electrical Room Revenue Grade Production Meter for PV PV Array#238 LG Located In Combiner Panel on Exterior Wall 40OW Panels Existing 168kWAC PV System (2)Solectria PVI 36TL Inverters Mounted On Roof a gUa4bon Ra it SID lectenergy N Pr solect energy` Date:06"2/2018 Developed by: SS Smart Solar.Smart Business. Solea Energy Development LLC. Confidential