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17D-019 (14) 117 STRAW AVE BP-2017-1495 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17D-019 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-2017-1495 Project# JS-2017-002491 Est.Cost: $25840.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: EDMOND BECQUEREL INC 104806 Lot size(so. ft.): 12632.40 Owner: SALLES FELIPE W Zoning: URB(1001/ Applicant: EDMOND BECQUEREL INC AT: 117 STRAW AVE Applicant Address: Phone: Insurance: 11 AMITY ST (413)237-8373 O Liability AMHER5TMA01002 ISSUED ON:6/23/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALLLATION OF 6.21 KW ROOF TOP SOLAR ARRAY - 23 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 i* 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 6/23/2017 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File N BP-2017-1495 APPLICANT/CONTACT PERSON EDMOND BECQUEREL INC ADDRESS/PHONE 1039 EAST MOUNTAIN RD WESTFIELD (413)387-7495 PROPERTY LOCATION 117 STRAW AVE MAP 17D PARCEL 019 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT '76Fee Paid 1 Building Permit Filled out Fee Paid TypeofConstruction: INSTALLLATION OF 6.21 KW ROOF TOP SOLAR ARRAY-23 PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 104806 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO5MATION PRESENTED: /Approved 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 Demolitio De ., z7-022-/?f ? Sign. . '- of Building Official 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. "' / Department use only City of Northampton Status of Perin c'/ Department Curb CuVDmeway Pennd N /( 5 212 Main Street Sewer/Sepfic Avai biIfty t� Building Room 100 Water/Well Availability _ Northampton, MA 01060 Two Sets of SbucturaiPlans -��° y'�^r"-� phone 413-587-1240 Fax 413-587-1272 PIotSite Plans 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 117 Straw Ave Map 170 Lot 010 Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Felipe Salles 117 Straw Ave Florence, MA 01062 Name(Print) Current MailingAddress Felipe Salles Tee hone -8156 Signature 2.2 Authorized Agent: Edmond Becquerel Inc 11 Amity St Amaherst, MA 01002 Name(Print) Current Mailing Address: 413-237-8373 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Offidal Use Only completed by permit applicant 1. Building (a)Building Permit Fee $12,920.00 2. Electrical (b)Estimated Total Cost of $12,920.00 Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection p 6. Total=(1 +2+3+4+5) $25,840.00 Check Number /099 75 This Section For Official Use Only Building Permit Number: Date s D Issued: Signature: Building Commissionerllnspector of Buildings Date . , �. e EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING AU Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column lobe filled in by Building Deperonrnt Lot Size Frontage Setbacks Front Side L: R: (.: R: Rear Building Height Bldg.Square Footage Open Space Footage Its,arca minus bldg&paved parking) N of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW 0 YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW YES O 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 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O' IF YES, describe size, type and location: E. Will the construction activity disturb(Gearing,grading,ex vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YEE O NO 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 Alteraton(s) 1 1 Roofing n Or Doors 0 Accessory Bldg.0 Demolition ❑ New Signs pj Decks C Siding CI Other Id Brief Description of Proposed Work: Roof Top Solar installation Alteration of existing bedroom Yes V No Adding new bedroom Yes V No Attached Narrative Renovating unfinished basement Yes ✓ No Plans Attached Rall -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 roams in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No J. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Felipe Salles ,as Owner of the subject property hereby authorize Edmond Becquerel INC to act on my behalf,in all matters relative to work authorized by this building permit application. Felipe Salles 06/21/17 Signature of Owner Date I, Edmond Becquerel Inc 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. Timoth Lea a Print Name -pr 06/21/17 Signature of Owner/Agent r Date SECTION 8-CONSTRUCTION SERVICES 9.1 Licensed Construction Supervisor: Not Applicable ❑ Name or Li nsa Holder: Timothy Leery CS-104806 License Number 1039 East Mountain Rd Westfield, MA 01085 2/17/18 Address Expiration Date 413-237-8373 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Edmond Becquerel Inc. 186951 Company Name Registration Number 11 Amity St Amherst, MA 01002 2/7/19 Address Expiration Date Telephone 413-237-8373 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L e.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 II No C City of Northampton Massachusetts is., c g V ' . 11 p ' DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street •Municipal Building i Northampton, tlA 01060 Pj, 31C Debris Disposal Affidavit In accordance of the provisions of MGL c 40, 354, 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. The debris from construction work being performed at: 117 Straw Ave (Please print house number and street name) Is to be disposed of at: Edmond Becquerel Inc. 11 Amity St Amherst,MA 01002 (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) • Signature o "' i r er Date If, fo any reaso• ,the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Bu.ding Depar ment as to the location where the debris will be disposed. The Commonwealth of Massachusetts kk21 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 wrvw.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization'lndividual): Edmond Becquerel Inc. Address: 11 Amity St City/State/Zip: Amherst, MA 01002 Phone#: 413-336-2611 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 4. 0 I am a general contractor and I 6. 0 New construction employees(full and/or part-time).' have hired the sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet.: 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working or me in any capacity. workers'comp.insurance. 9. 0 Building addition [No workers'comp.insurance 5. Mdl'We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself.[No workers'comp. c. 152,41(4),and we have no 12.0 Roof repairs insurance required.]° employees.[No workers' 13.ElOmer Solar Installation comp.insurance required.] *Any applicant that checks box MI must also fill out section below showing their workers'compensation policy information. 'I lmneowners 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 tame of the sub-contracturs and their worker.'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance company Name: Atlantic Charter Ins. Co. Policy#or Self-ins.Lit.#:_ W Vf135Q0Q __ Expiration Date: 01/10/2018 Job Site Address: 117 Straw Ave City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 cernfy under the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone q: i to $i k :1'2*.7 k r ` 1 achusetts Department ofi Public Safety of Building Regulations and Standards CS-104806 Supervisor r ir tray , 01085 , 4 r.^ } 3 dm' • • Expiration : 4 � mi stoner 02/17/2018 ARa CERTIFICATE OF LIABILITY INSURANCE DATE INWODN� n 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 WANED,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 cert icate holder In lieu of such endonement(s). PRODUCER CONTACT Christina Barrett NAME: Aquadro d Associates r°y1cNxe E,n. (413)586-7373FAA ryy(41315414-0.859 355 Bridge St., P. O. Box 357 Ea":sl ohristina@aquadroinaurance.ccm INSURERM)AFFORDING COVERAGE NAlCa Northampton 10. 01061 INSURER A:HUDSON SPECIALTY INSURANCE COMPANY 0005 INSURED INSURER B:SCOTTSDALE INSURANCE COMPANY Edaond Becquerel Inc. INSURER C ATLANTIC CHARTER INSURANCE COMPANY 1039 8. Mountain Road INSURER D: INSURER E: Westfield MA 01085 MSURERF: COVERAGES CERTIFICATE NUMBER CL173709014 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. NOTWTHSTANDING 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. (NSR ADDL RR POUCY EFF POLICY EXP FFI LIR TYPE OF INSURANCE AIS& POKY NUMBER ryMMINYYYYI INB.YO#YY1 UNITS X COMMERCIAL GENERAL WOIm EACH OCCURRENCE 1,000,000 RENTED A CLAMSMADE X OCCUR pPREy SETOy occalcal 100,000 BBD10022675 1/5/2017 1/5/2018 MED EXP IMry p'Mom) 5,000 PERSONAL ADV INJURY 1,000,000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 x POLICY I PROT IF I LOC PRODUCTS-CWPKP AGO 1,000,000 (EC OTHER. AUTOMOBILE W&UTF COMBINED SINGLE LMR IF.oxidant) ANY AUTO BODILY INJURY(Pee Person) ALL ONNEO SCHEDULED BODILY INJURY(Ps=went) AUTOS _ AUTOS HIRED PUTO$ NON-OWNED PRCPERTYOMJAGE AUTOS IPM afvWYl X UMBRELLA WB OCCUR EACH OCCURRENCE 1,000,000 B EXCESS UMI CLAMSMADE AGGREGATE 1,000,000 DED RETENTIONS ¶'a0 3/7/2017 3/7/201B WARNERS COMENSATION PLR OTIL AND EMPLOYERS'WMUTY VIM STATUTE ' ER ANY PROPRIETORNARTNEREXECUTIVE E IIIA .EACH ACCDEnT 1,000,000 C OFICERMEMBER EXCLUDED?IMSMatmy In NH) M.W1350000 1/10/2017 1/10/2010 EL OISFAe'-EG EMPLOYEE 1,000,000 11yes Gnat LMv DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY UNIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATION&I VEHICLES(ACORD 101,Additional Remarks Schad"may be s W[Htl N Ma pan Is equine SUNGAGE FINANCIAL, INC. IS AN ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SUNGAGE FINANCIAL, INC. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN 50 FRANRLIN STREET ACCORDANCE WITH THE POLICY PROVISIONS. SUITE 202 --- tt II // BOSTON, MA 02110 AUTh0 Eo ENT E ®1985-2014 ACORD CORPORATOR. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS0251201401J solar oc u., SolarEdge Single Phase Inverters CC For North America W SE3000A-US/ SE3800A-US/ SE5000A-US / SE6000A-US/ SE7600A-US/ SE10000A-US / SE11400A-US z 1?25 • .•j..' 4 4 yi 9 a The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011 69a11 compliance - Rapid shutdown for NEC 2014 690.12 — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket ▪ Built-in module-level monitoring — Internet connection through Ethernet or Wireless ▪ Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.20 YEA-C.-WAN',/ 'T FRANCE-IAEA^ (.IINA AI STRAL A-TME NETMFRIANDS-UII-ISRAEL www.solaredge.us solar - • • - Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US SESWOA-0S SE6000A-US SEJfiOOA-US SF10000AUS SE1I400A U5 OUTPUT Nominal64300AC Power Output 3000 3800 5000 o0 7600 9980 @ 208V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 lOBoo @ 208V 12000 VA 5450 @240v 10950 @240V AC Output Voltage Min.Nom-Max" / ! 183-208-229 Vac I'. AC Output Voltage Min.-Nom.-Max'" ! ! ! ! ! ! V 211-240-264 Vac AC Frequency Min.-Nom.-Max 1 593-60-605 Hz Max.Continuous Output Current H 125 16 24@208V 25 32 48@]08V 475 A 21@240V 42@240V GFDl Threshold 1 A Utility Monitoring,Islandmg Protection,Country Configurable Thresholds Yes Yes INPUT ----- Maximum DC Power(S4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage S00 Vtic Nom.DC Input Voltage 325 @ 208V/350 @ 240V I Vtic Max.Input Current 95 13 165 @ 208V 18 23 33 @ Z➢8V 345 Adc 15.5 @ 240V 305 @240V Max.Input Short Circuit Current 43 Adc Reverse Polarity Protection Yes Ground Fall usolaton Detection 600ku Sensitivity .Maximum l nverter Efficiency 977 982 983 98.3 98 98 98 CEC Weighted Efficiency 9].5 qg 97@208V 1 9].5 975 9]@208V 975 h 98 e 240V 975 @ 240V Nglthme Power Consumption <25 a4 W ADDITIONAL FEATURES Supported Communication interfaces R5485,RS232,Ethernet,Zig Be (optional) Revenue Grade Data,ANSI C12.20 °phonal°'' Rapid Shutdown-NEC 2014690.12 Yes STANDARD COMPLIANCE Safety UL1741,11L1I413A [FE B.UL1998,CSA 22.2 Grid rid Connection Standards IEEE 154 154] r ons FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4 minim urn/16-6 AWG 3/4inure/63 AWG DC incur conduit size/a of Strings/ 3/4••mmlmnm/l zslrngs/166 AWG 3/4-minimum/1-3 strings/ AWG Lange 146 AWG Dimensions with Safety Switch 30.5 125x72/775 x 315 x 180 303 x 125 x 10.5/ in/ (HxWxD) 775x315x260 mm Weight with Safety Switch 51.2/23.2 54 7/24 7 88.4/40.1 lb/kg Natural conection Cooling Natural Convection and internal Fans(user replaceable) Ran(user _. .__.. replaceable) Noise <25 ,.. a 50 _.._.. dBA.._. Mln.Max Operating Temperature -13 to 4140/-25to+60 t 40 to+60 version available') Range Protection Rating NEMA 3R / . +ssn r o 7600w et.sveooA US002NNu<I oo xxa;. -r a 4 RoHS cc solar - • • = w N SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 CL C cc LU O 0 '2510"•3 gooey PV power optimization at the module-level — Up to 25%more energy ▪ Superior efficiency(99.5%) ▪ Mitigates all types of module mismatch tosses,from manufacturing tolerance to partial shading ▪ Flexible system design for maximum space utilization — Fast installation with a single bolt ▪ Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety _.. , D .A I {r l r 1 N .us-r 1.•1` y: ..`r r L. d9A`L rl n , 1 rli:CA iJI CLSIS wwwsolaredge.us solar " • • L SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (for 60-cell modules) (for high-power {for 72&96-cellIcorthin film 60-cell modules) i modules) modules) INPUT Rated Input DC Power"' 300 320 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest emperature) MPPT Operating Ranse 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current)Isc) 10 11 10.1 Adc Maximum DC Input Current 12.5 13.75 12.63 Ado Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltaae CategoryII OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) 1Vdc _... Safety Output Voltage per Power O imlzer L STANDARD COMPLIANCE - - — - - - - EMC FCC Part15 Class B,IEC61000-6-2 IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters I Dimensions(W xLx H) 128x152x27.5/ 128x152x35/ 128x152x50/ mm/In 5 x 5.97 x 1.08 5x 5.97 x 1.37 5x 5.97 x 1.96 Weight(including cables) 630/1.4 750/1.7 845/1.9 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 PV SYSTEM DESIGN USING A SOLAREDGE INVERTER'I SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length 8 10 18 (Power Optimizers) _.,., Maximum String Length 25 25 50 )Power Optimizers) Maximum Power per String5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Ms m...m.no+edmm.wds..e JDWIMe0/P600/r/dO r.one string CE n yisr CanadianSolar . . . . I . . . .• • • QUARTECH ' ' NEW CS6K-270 I 275M • Canadian Solars new Quartech modules have / • significantly raised the standard of module efficiency ' in the solar industry.They introduced innovative , four busbar cell technology,which demonstrates *Black frame higher power output and higher system reliability. • • product can be Worldwide,our customers have embraced this next provided upon generation of modulesfor their excellent performance, j '_-:: request. superior reliability and enhanced value. Zinsurance-backed warranty year, non-cancelable,immediate warranty insurance NEW TECHNOLOGY linear power output warranty •Reduces cell series resistance •Reduces stress between cell interconnectors Improves module conversion efficiency r_ 1Q t product warranty on materials Improves product reliability and workmanship KEY FEATURES MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2008/Quality management system Higher energy yield ISOMS 16949:2009/The automotive industry quality management system t, pffi • Outstanding performance at low irradiance 60[4001:2004/standards for environmental management system — - Maximum energy yield at low NOCr OHSAS 180012007/International standards for occupational health&safety Improved energy production through reduced cell series resistance PRODUCT CERTIFICATES* WC 61215/1EC 61730:VDE/CE/MCS/CEC AU Increased system reliability UL1703/IEC 61215 performance:CPC listed(US) Long-term system reliability with IP67 UL 1703:CSA/IEC 61701 E02:VDE/IEC 62716:VDE/PV CYCLE(EU) junction box �$ / • Enhanced system reliability in extreme ) O@ a` (' B�� wtVu ' g temperature environment with special As there are different requirementscemncationdifferent market,please contact cell level stress release technology your local Canadian Solar sales representativeon uctrmtobecisec certificates applicable to the products in m region in wM1im the productsareto be used Extra value to customers Positive power tolerance up to 5 W CANADIAN SOLAR INC.is committed to providing high quality • Stronger 40 mm robust frame to hold solar products,solar system solutions and services to customers snow load up to 5400 Pa and around the world.As a leading manufacturer of solar modules wind load up to 2400 Pa and PV project developer with about 10 GW of premium quality • Anti-glare project evaluation modules deployed around the world since 2001,Canadian • Salt mist,and ammonia resistance, Solar Inc.(NASDAQ:CSIQ)is one of the most bankable solar apply to seaside,and farm environments companies worldwide. CANADIAN SOLAR(USA)INC. 2420 Camino Ramon,Suite 125 San Ramon,CA,USA 94583-4385,www.canadiansolar.com,sales.us@canadiansolar.com MODULE/ENGINEERING DRAWING(mm) CS6K-270M 1 1-V CURVES Rear View Frame Cross Section A-A 1 ., ____. . . IDI 35 1 .:. I. _ 51.- I IIIa t IIII Mounting Hole s tD [s m CD o s m ss aD Q. i W f > • .c • n • [� °wW,m 55%9 ELECTRICAL DATA/STC' MODULE/MECHANICAL DATA Electrical Data CS6K 270M 275M Specification Data Nominal Max.Power(Pmax) 270W 275W Cell Type Mono-crystalline,6 inch Opt.Operating Voltage(Vino) 31.1 V 31.3 V Cell Arrangement 60(6x10) Opt.Operating Current(Imp) 8.67A 8.80 A Dimensions 1650.992y40 mm(6i0 239.1x1.5]in) Open Circuit voltage(Voc) 38.2 V 38.3 V Weight 18.2 kg(40.1 lbs) ShortCircuit Current(Isc) 9.19 A 9.31 A Front Cover 32 mm tempered glass Module Efficiency 16.50% 16.80% Frame Material Anodized aluminium alloy Operating Temperature -40°C--285°C J-Box IP67,3 diodes Max.System Voltage 1000 V(IEQ or 1000 V(UL) Cable 4mm2(IEC)or4 mm2&12 AWG Module Fire Performance TYPE 1 (UL 1703)or 1000 V(UL),1000mm(39.4 in) CLASS C(IEC 61]301 Connectors Friends PV2a(IEC), Max.Series Fuse Rating 15A Friends PV2b(IEC/UL) Application Classification Class A Standard 26 pieces,520 kg(1146.4 lbs) Power Tolerance 0-+5W Packaging (quantity&weight per pallet) under Standard rest Conditions(STP or irradiance of 1000 W/mk spectrumAM Module Pieces 1.5 and cell temperature of 25°C. per Container 728 pieces(40'HQ) ELECTRICAL DATA/NOCT TEMPERATURE CHARACTERISTICS Electrical Data CS6K 270M 275M Specification Data Nominal Max Power(Pmax) 195 W 199 W Temperature Coefficient(Pmax) -0.41%/°C Opt.Operating Voltage(Vmp) 28.4V 28.5 V Temperature Coefficient(Voc) -0.31%/°C Opt.Operating Current(Imp) 6.87 A 6.95 A Temperature Coefficient(Isc) 0.053%IT Open Circuit voltage(Voc) 35.0 V 35.1 V Nominal Operating Cell Temperature 45±2°C Short Circuit Current(Isc) ].44A 7.54 A d under Nominal Operating Cell Temperature(NOG-D.irradiance of Boo Wfm=. PARTNER SECTION spectrum AM 15,ambient temperature zo°e wind speed I miss PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation,average 96.5%relative efficiency from an irradiance of 1000 W/m2 to 200 W/m'(AM 1.5,25°C). The sp ecbladon and key featuresde:oibed in this datasheet may deviate slightly and are not guaranteed.n on-going innovation,research and product enhancement. dian Solar Inc reserves [ any adjustment the information described any timewithoutnotice.Please obtainalways the most recent version of the datasheet which shall bduly incorporated into the binding contractmade by the partes governing all transactions related to the purchase and f the products describedw heren. cn For profess only.They installation and handling of PV modules requires rofess nal skits and should only be performed by qualified proressionaP. Please read the safety and installation instructions before using the modules. CANADIAN SOLAR(USA)INC.Sep.2015.All rights reserved,PV Module Product Datasheet V5.3_NA ROSS SOLAR GROUP DASSLW.ST OM Desaiption Notes Module Specifications Array Details 6..1NYIIC System System Size wSTC24 23$2144,44S24 sow .Calculator© 20 F Record Low GENERAL ELECTRICAL NOTES.. Notaa. 42 222442 cA.AAAA AAS, I String SO Lod .. ALL.D2 spucEs usE s22022„cs2.au Pass VOW NEC 2014 222,22,2„,I"xr`"a SEeu-De me'ANNAN(922 w.Voltage lzb 312 2 ‘2,22 Sl2 aOV my 2. MODULES ShffiLL OE UNGROUNDED. DISSECTS'S GREASE. n Grp s TA RcuxDED TO 2,2222, a $4 O LV6NRS ICC Fw we Dk. M Cewvaa+lvM imn eeTA 1774A IEA WITH e uunsv�m pm.' Oypumm lM i�aA rs 24 22 4 SAILINGSHALL BE GROUNDED USING GROUNSING LUGS CONDUIT SUPPORTS•QUICKMOUNT WOMCPC A). Ste a epv xES MUST HAVE RI DRAIN HOLES ON e ALN um+ NA OAA 500* IDA Eaanm OF EQUIPMENTSCARRYING CEOSISFER TO NEC 250.07 mwsmEOFeox suss.r YTS uzveoPOS . I aoNo.TO EXISTING-MINIMUM 6'SEPARATION II 4-1(07 ca•SnisC DON 7 VERIFY AND ENSURE °oEco PflRAY WATERwiry METER wiRm BONDING OF 02 1 STRING OF e 1 STRING OF 15 " fMN EXTERIOR w.. l 410 ISMS 7 ROOF ■■ 7 ar DNANANd INVERTER L r DISCONNECT ROOF a ��,, rig we w Cto D NQ 3 al CD � o 1 S MONITOR SENA SR CO icZ CNI �, I N. M R TER HEMP LINE p] C 44 1 Oa A 1 TILL R g co o r sfra Mae Mix.orrs4•04.402awns•esuces L 1.1.4-2•442 21222N " "444.4.4•4442s s's 4511 Cu 14,04Assed 2.242[wow o�'•4 sans DRAWN 44 24 mi lEa a Andy Mannar ouwwPHOTOVOLTAIC ELECTRICAL PLAN SFS NOTE- NI e OATS 041 N201.? ( 1 \ ELECTRICAL ONE LINE DIAGRAM E-1 E7 17,6aeda S 46-Y7Vl / �/ / BOTTOM OF AREA PARTIALLY (15)CANADIAN SOLAR ROSS GR (8)CANADIAN SOLAR ROOF RIDGE CAP SHADED BY CHIMNEY 270W MODULES 270W MODULES SOLAR 384 oo P ._ 16100" mw mm. rv° mm L___ - - rx m yHI. L m mc 171 IRONRIDGE W/ L,FEET ON ' -.-..- .,—.r-..-- -- .- r _ — 4-.. ..— . r— T:1 POWERGRIP .. I �rP -,-.r. [R1 os. .—.—: 117 Straw Avenue IJ Florence-MA-01062 =1r' Canadiansolar ROOF I LAYOUT 2 ROOF 2 LAYOUT PV-I/ SCALE PIC l'O' PV.I SCALCLI6'=IT el wkr,v r A w rn N POWERGRIP y C1 — - CO .) \ IT.. a, ',. w.oe NI . li E _ N :r. ...i« S° alto. „ d TECHNICAL.DATA • •II tl) / f 4� U Q OUTPLR HT ROOF =I6'/ROOF 2=18' -. U" °.,... �� YR - SAWN PITCH 10° p • i r ZOI 4R TPC ROOF MATERIAL EPDM i l Ill wig op • SOLAR MODULE (23)CANADIAN SOLAR CS6K-270M(621 KW) 9U �yDKAv.n.,11111 MODULE DIM_ 39.10"x65.00" �l MO's ARRAY LAVOLT RA'KIN INVERTERSYS IRONRFDERAIL WIL FON POWERGRIP ,,.�,� _�^!_ AND TECHNIC AL DATA WIP300 OPTIMIZERS(x23) _ DATA MOND OWING WEB MONITOR � � AZIMUTH ROOF 1=283°/ROOF 2=I03" - ,- ' nn" PROPOSED ARRAY VIEWS 04/17,2017 PV-I SCALP:♦TS Si"'I"""" 1011111 0 . _ .WV MI NI 1 : .; I . NI PV -1 V o 001110di wi DA.AN AIME ....� :mIM 11111 SUM % � :,.:,. .. V.,:. . .: W.MI , :- ,, A. M,S .. . . u . . M , INA 11.0% . r . > , . COMMA . -. .. MI 1 MINE 05 W(_. ,. 11 1111 GUMMI ,,W., _ VI,1,rv,, v R„°u» ., rv. W. MSS . ,, . ry . , . . . . . w.,R ab M Hortpa^p^^ Building Department Plan Review 212 Main Street Northampton, MA 01060 ROSS SOLAR FRONT ROOT;IRFhRkWFpP GROUP TRUE 2X6 RAPIER(ty 24"0.4'. 8 4XS RIDGE BOARD -'S"PI.Y SI IEATHING W EPDM 6 8 :� 'TRUE 2X6 RAFTER @ 24"0.0 CANADIAN SOI AR 270W MODULE1111.8.)}1en. 4" TRUE 2%6 RATTER 424'0. r tRONRUXE RAIL W FEET ON POWERCRIP 2X4 KNEE WALL 5'9"T&G PLANK SHEATHING - 2X8 RAPIEIL NO o C W FROM yes r `�` XoCU 1STRwft24 0L 411111111111111" 2X6 DO'MI 2`. ...,I a .oAe PLATE ��' W.Se. �eE. "� r DOA'A' n 59.98•. _ ., l6`-4 t- .. r J16r1 .,a S 19 'M. 9639' + 340t' 34116 1969' + 5942' + 2199" _e 145II" A 4059 972Y ca I ROOFS 1&2 SECTION PPI Q ' Cl C4 cu ‘rt o 3 0 0 A .h2o o cep c V, MP AN,rr TPC GMG µWF SECTION VOWCeGip i 1.3.x L.,.. ) _. ( AND OF.TAILS ...... . NMI . ._ T� mme - '7A11 Elie I 44, ar- — I Yti...9«:..m 7 0419:011 WWII , C' FOOTING ASSEMBLY @ ATTIC IMAGES PV-2 cMOUNT SYSTEM P�V� n:9Tar .4re POWERGRIP ROSS (16 ON THIS ROOF) % IRONRIDGE WI POWERGRIP SOLAR RAFTERS L FEET (35 ON THIS ROOF) RAFTERS GROUP ' Fill,"' • x n mm �e ioFOR 2,2(2, IS HP • Iv xn • �� M a �.�E !SSW" . .161.00" I :pool Loo _ _-_y.-_ J -t- 117 Shaw Avenue g p o Flo once-MA 01062 < 1 — —��� �qy ' , �— . — -- VD L� 2W 0" m ken 11 I I I . a.0 CT ROOF 1 LAYOUT 2 ROOF 2 LAYOUT — PV-3 SCALE NTS PV-3 SCALE NIS w TOTAL OF 51 POWERGRIPS 0 TPC l' uxAW Inc n.I.I. FOOTING LAYOUT - ' Gnu 06I 15,2017 nu cc STOW-RANI)POPE 21312211‘n." . u nI R«. .,". .M]5 212.1101 IX, A„ A «. ,w L n., n . n , . .n 11111(.11221(12211121. COVINA,' RP , ,. . ..A,... ,n.. n _. „] P,V-3 • • / / PROPERTY LINE 11171 niTtilIC AI rILITY METER INVERTER ANU -SMT I ,Z AC LOCA FON 1 ACDISC00 i w,'n+Iv:R 1 L-A AAAN 1M6 3 rt ��OF LIT METER t DRIVgWay \ NUMILI It IMTI 14,0J 3)1562 STI. xa.w sit rit Ct. e/ SSS at ail ill 4Walki8: I 2 ARRAY LOCATION SP-I has itr /lArnAt = > I SOLAR 210W Ni1 PIJ b MOW FS 0 3 0 ^,:.,. Iii _ U G:NADWt3 / .tri �' ti C _ _ SOL .SR 2'70W MODULES j� tm 1.. _ _ w iii ___ / _ _ rrc ........G ��,,PROPOSED A BRAY LAYOU MAP VIEW SP-0 urs ...,.. WiI Ii3019 Note: ® SITE PLAN Solar Array (23)Canadian Solar CS6K-270M Modules(6.21kW) SP-, gun rs Cv�_ On IronRidge rails w L feet on Powergrip O Inverter SolarEdge SE6000A-US viii P300 Optimizers(x23) ii LINE SIDE TAP(OUTSIDE)IN.1-BOX BELOW UTILITY METER ROSS (SEE SP-E) SOLAR R MSP LABEL N y it _ - - ' GROUP ' i 'T r ) ii ow A II di I .1' wV � � :4, . , I. a wy ;"tkf I E I N c tad c o 75 z dy. O SS MAIN SERVICE PANEL IN FINISHED --- W NLi. BASEMEN[ 'mac LINE SIDE TAP IPC 4,0-#6 ILSCO °P"°'or. Up To 10 kW on a 100A/200A TPC Service IMF Tap wire max 46 ELECTRICAL LXISFING Insulated Piercing Lug ont 04/182019 SP-C ..---0 :g H-Conduit rum on roans. - • N.<"""�+. ---��_through Immo and down on exterior wall next to gutter, - a' ** UP and earner t)P to Inverter_(Enrages 1.)21 ., rc,.rk u..+x.0 r I °, Inverter,Sol,Meter, I , „,1 rinOP Posed AC Doconneq 7-box on tool f mtd7-box a used I P C 1 undemeath panels I locaiiaa next to ',Mtn Meter_(Image 2) j( vs A / f ,z. nw 117 Straw Avenue Florence-MA-41062 (111 1 ® .p i m = oo „ 2` ()OA Mom Service t,m 7. Pant in bavercnt f -_ — __ ( w It x, 6'4r 0 t 4- sxawnr',SI ,p.., G aura a o j $ • �. .. 13 11.1 e.L} raoro,no n ( CONWITSAN*J EQUtMtF.HT WYE .�. ”' " r unmrr ,u.' LOC %rirwwr`-4 ,., D40'2017 1 SrrE PLANA-Conduit runt on roots amlet:nog 0a WE 'WAFors / arrays.. t SP—E v4 44 .. �.,, .>I I4 n 1n� P WN,.,a..K, M .I4;a., a,-R o �,ru.. m M, MI' ,,� . R, a 1m .. :]r. Danbury,CT asses P:203.612.4600 F:866.27t..mt6 — Ross Solar Date: 3126117R ConEdison Solutions company To: Felipe Sallee 117 Strait/Ave Florence,MA 01062 NOTES'23 Canadian Solar 270wad, Warblk Solar Panels on EDPM Dear. Feliperoofs facing east and west,with an SMA inverter. Orae again we thank you for your interest in working with the Ross Solar Group. We have put together a brief summary of the product components,financials,environmental benefits,and savings pertaining to the installation of your solar electric system. System Details Solar Panel Make and Model Canadian Solar 270watt Quantity of Solar Panels 23 Total System Size in kW 6.21 Inverter Type and Model SolarEdge wl optimizers Mounting System Ironridge dark rail Data Monitoring System Solartog Financial Summary Total System Value $25,840 State tax credit $1,000 30%Federal Income Tax Credit $7,752 10 years of Monthly SRECs $10,433 Totes CostAfier Alf lncentfves $8,655 Monthly SREC payment(to homeowner,from utility} $86.94 Savings and Benefits of Going Solar Your Demonstrated Electrical Need 6,686 isms( Estimated Solar Production 6,646 a nee Your Monthly Electrical Bill Before Going Solar $128 norms Your Monthly Electrical Bill After Going Solar $4 e>ewm Percentage of Annual Electrical Needs Provided by Solar 100%ease Monthly Savings Provided by Solar $124 peewit!, Year 1 Electrical Savings $1,302 Year 1 Return on Your Investment(if not financed) 14.8% Electrical Savings Over 25-year Warrantied Life of the Solar Panels $47,483 MOWN.31911 •-~'~°a-•• Lifetime cost per kWh with Solar(estimated) $ 0.093 wnxmnvek) sm Environmental Impact Metric Torts Of CO2 Offset By Your Solar System 4.59 Cars Off the Road Per Year 0.90 Barrels of Oil Not Burned Per Year 10.68 'This quote assumes shading Is constant. The Ross Solar Group,LLC is fully licensed and Insured.We empaoy a local craw of highly certified and experienced installers.We use Industry leading practices to ensure the highest quality work,We have a NABCEP and licensed PV-1 installer on site throughout the duration of the Installation.Our Inatailarc have over 2000 residential and commercial Installations of experience.We will see the project through until the Very last inspection ha been completed and passed. Customer Initial: I %VECTOR EFIGIFIEERS VSE Project Number:UI850-0314-171 April 26,2017 Ross Solar Group ATTENTION: Roberto Cabral 38 Beaver Brook Rd Danbury.CT 06810 REFERENCE: Felipe Salles Residence: 117 Straw Avenue,Florence, MA 01062 Solar Array Installation To Whom It May Concern: We have reviewed the panel layout and photographs provided by Ross Solar Group relating to the installation of the solar array at the above-referenced site. Based upon our review, it is our conclusion that the installation of the solar array on this existing roof will not adversley affect this structure.It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking (mounts, rails, etc.) is by the manufacturer or contractor. Please note a representative of Vector Structural Engineering has not physically observed the roof framing.Our conclusions are based upon information regarding the existing roof framing provided by Ross Solar group Design Parameters Code: Massachusetts State Residential Code(780 CMR Chapter 51,8th Edition(2009 IBC)) Occupancy Category: II Design wind speed: 100 mph (3-sec gust)per ASCE 7-05 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:true 2x6 rafters @ 24"O.C. Roofing material: membrane Connection to Roof Mounting connection:(1)5/16" lag screw w/min.2"embedment at max.48"O.C. Solar Array Solar panels: (23)Canadian Solar CS6K-270M Racking system:Ironridge Rail WA,Feet Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. Regarding snow loads. because the panels are slippery and unobstructed,effective snow loads will be reduced in the area of the solar array. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www,vectorse.com VSE Project Number: U1850-0314-171 S E C T O R Felipe Salles Residence 4/26/2017 E fl O 1 fl E E R S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. The connections to the existing roof shall be spaced at 48" maximum. Because lateral loads are increasing by less than 10%, the installation of the solar panels meets the requirements in Section 3403.4 of the Massachusetts State Building Code(780 CMR Chapter 16, 8th Edition(2009 IBC))and the structure is permitted to remain Limitations Installation of the solar panels must be performed in accordance with manufacturer recomendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions,site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC ROGER T. `� / (� •- . IVII ' � 1 �yIl\:'. 04/26/2017 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/djf 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com )tt/ EcrcR E n G 1 m E E R S JOB NO.: U1850-0314-171 SUBJECT: WIND PRESSURE PROJECT: Felipe Salles Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-05 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 100 Notes: Exposure Category: C Occupancy Category: II Importance Factor, I: 1.0 ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs T<852T Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 6-11 C (enter largest abs. value) Zone 2 GCp: 1.7 (enter largest abs. value) Zone 3 GCp: 2.6 (enter largest abs. value) a: 9.5 Table 6-2 zp [ft]: 900 Table 6-2 Kh: 0.85 Table 6-3 Kn: 1 Equation 6-3 Kd: 0.85 Table 6-4 Velocity Pressure, qh [psf]: 18.5 Equation 6-15 GCp;: 0 Figure 6-5 (largest abs. value) OUTPUT: p=qh fGCp)- GCp,) Equation 6-4 Zone 1 Pressure, p [psf]: 16.6 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 31.4 psf(1.0 W, End Zones') Zone 3 Pressure, p [psi]: 48.0 psf(1.0 W, Corner Zones*within a) (a= 3 ft) • %VECTORJOB NO.: U1850-0314-171 SUBJECT: CONNECTION E rl G I rl E E R S PROJECT: Felipe Salles Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift Embedment [in]: 2 (1.0 pWind) Spsf) (aft)ng (ftz)Force(Ibs) Grade: SPF(G= 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 16.6 4.0 11.0 183 Number of Screws: 1 2 31.4 4.0 11.0 345 Prying Coefficient: 1.4 3 48.0 3.0 8.3 396 Total Capacity [Ibs]: 469 Demand< Capacity: CONNECTION OKAY �/ E C TO RE m G I rl E E R S JOB NO.: U1850-0314-171 SUBJECT: GRAVITY LOADS PROJECT: Felipe Salles Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original DEAD LOAD (D) pitch loading Roof Pitch/12 I 2.1 Membrane 2.0 1.02 2.0 psf 1/2" Plywood 1.0 1.02 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 psf PV Array DL 3 psf ROOF LIVE LOAD(Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-05.Table 4-1 Roof Live Load With PV Array [psf] 0 w/Solar Panel SNOW LOAD (S): Existing Array Snow Ground Load, pg [psf]: 2.1 2.1 Roof Slope [0]: 10 10 Snow Ground Load, pg [psf]: 40 40 ASCE 7-05, Section 7.2 Terrain Category: C ' C ASCE 7-05,Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-05,Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-05, Table 7-2 Thermal Factor, Ci: 1.1 1:1 ASCE 7-05, Table 7-3 Risk Category: II II ASCE 7-05, Table 1-1 Importance Factor, Is: 1.0 1.0 ASCE 7-05, Table 7-4 Flat Roof Snow Load, p,[psf]: 28 28 ASCE 7-05, Equation 7-1 Minimum Roof Snow Load, pr, [psf]: 20 20 ASCE 7-05, Section 7.34 Unobstructed Slippery Surface? No . Yes ASCE 7-05, Section 7A Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-05, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-05, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 28 28 ASCE 7-05, Equation 7-2 Design Snow Load, S [psf]: 28 28 %VECTOR JOB NO.:U1850-0314-171 SUBJECT:BEAMS E Il G I n E E R S PROJECT: Felipe Salles Residence DESIGN LOADS: Load Types: Scow Live Dead Existing Roof 28 20 7 Proposed PV Array 28 0 10 Label rafters Less than 1.05 OK Length 12.7 Actual Allow Check Deflection Criteria #Plies (1) M(fl-IE) 15764 1504.3 105 Ani..= L/120 Grade SPF#2 BM/HDR V(lb) 455.2 12420 0.4 4uiw? U 240 Size 2x6 Au(in) 05 0.6 0.7 AL.ii—= LI 120 ) C. 1.15 ADL(in) 0.3 1.3 0.2 Co 1.15 aft On) 0.9 1.3 0.7 LOAD CFa 130 m so LL(Ib) Oh(IV Total 70 so Ra 351 136 487 (left side) Rb 351 158 509 (right side) 0 INCLUDE BM SELF WEIGHTS No 0 SHOW ALLOWABLE LOADS ON GRAPHS')YES 0 2 4 6 5 10 12 14 SHEAR(LB) Add Add') 1500 Existo Floor Live Dead moo 9 Roof TM, Wal) Load Load Bm wt Loads Trib(fl) (fl) Trib(ft) (plf) (p10 (pif) (plf) (plf 5W 1 2 0 55 15 p 2 4 a I 12 l4 Addl Deal Lengthf Ara'I Floor Lived Dead Motto of -1mP --Loads Trib Roof Trib Wall Load Load Load 'a' Load wo wok Loads (ft) (ft) Trib(ft) (p10 (PIO (ft) 'b'f8) (flit) (flit) -1�p 2 0 6 2.2 13 0 6 3 0 0 6 2.2 5367 0 6 4 MOMENT(FT-LB) 5 6 1 leW I 1160 I a2 _. a a 1n o u