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HomeMy WebLinkAboutBuilding Permit #519-2016 - 143 PALOMINO DRIVE 10/28/2015 /SNS e-SGI�/�//r/�1� t%ORTy BUILDING PERMIT °F��,Eo '6 6 3r yb',( ..•,t6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION i' Date Received � ArED Permit No#: gSSACHUS���y Date Issued: j� UZ� complete all items on this page i IMPORTANT: Applicant must comp p g LOCATION �u3 Po'� or-'(v nu y' lyc- Print PROPERTY OWNER M M 1L l a z r, Print 100 Year Structure yes no MAP Vi PARCEL: t2 ZONINGDISTRICT: Historic District yes., no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑Addition ❑Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ DemolitionElOther Septic Fl Well _ n Floodplain 0 Wetland's ❑ Watershed'[7istrict 0 Water/Sewer n DESCRIPTION OF WORK TO BE PERFORMED: �Y�SJA 1 L Solar e 1 e c-+ric Pee,rrJs nuked 0A L1 Cl ?5 x W �o b rev n d yJ � s Identification- Pleas Type or Print Clearly OWNER: Name: Phone: a� S�` ���' 9o2b Address: 14S ?a.l o rW%rro _DrtVR_ Phone: V- 2-) 5 3_� Contractor Name: S _ . Email:. Address; CZUOW, war k Supervisor's Construction License: Exp: Date: q1 13/161- Home 3 !G Home Improvement License: 4al12 _Exp. Date: ARCH Phone: , Address: Reg. No. .. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ?;P 000 FEE: $ 3(0 O Check No.:--7-71 44S 1 Receipt No.: ��2 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund p Building Department FThe following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses 4, Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 1 I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ I� TYPE OF SEWERAGE DISPOSAL II Public Sewer ❑ Tanning/Massage/BodyElSwimming pools ElI Art i Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Si qnature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments a Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Os good Street FIRE DEPARTMENT Temp D 1 y sten on S reet, sit esate no r Lo ated at"14 Main Fire Department°s gn�ure/�`'tl to 'A ' � ` j° � � R ',COMMENTS " Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector yes No DARKER.ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10o-$1000 fine NOTES and DATA— (For department use) U Notified for pickup Call Email E Date Time Contact Name Doc.Building Pennit Revised 2014 h Location �D No. 2-6 I jd Date 0 n t`� TOWN OF NORTH ANDOVER ., Certificate of Occupancy $ Building/Frame Permit Fee $ � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ , Check .295 Building Inspector F NORTH oven of � � E , Andover O p+ h , ver, Mass o �„K. > > COCMICMt-CM �• 5 RATEo r?P��,Cy L) BOARD OF HEALTH Food/Kitchen PERM. IT T LD Septic System l ep ; BUILDING INSPECTOR THIS CERTIFIES THAT ...................... .... ... ......L...................... .... ..................................................... ,M ...... ......... Foundation has permission to erect .......................... buil di gs on .. ... .... .. . . (�.�(.X�,��!a.... �..(�4�G Q I V Rough to be occupied as .......... 3 .......... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL-INSPECTOR UNLESS CONSTRUCTIO RTS Rough Service ................................................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. The CoinmonWeallth ojlllamachusetts Deptlrintent oflndustrialAccfdents Office 00mvestigadens ' I Congress Street, Smile 100 Boston,MA 02114-2017 ill W W.tl`taSS.gov1dia Workers`Compensation Insurance Affidavit:Builders/Conttractors/ElectricianslPtumbers Applicant 1Fatormation Please Print Le ibi Ntune (Business/Organiza:ionitndlv9dual): SolarCity Corp. �R Address: 3055 Clearview Way CitystatefZap: San Mateo CA, 94402 phone#.888-765-2489 Are you an employer?Check the appropriate box: 1.01 am a employer with.5,000 4. ElI ani a general contractor and I Type of project(required): employt:8s{full and/or part-time}.' tts have hired the sub-contractors 6• ❑Now construction 2.❑ I ani a sole proprietor or partner- listed on the attached sheet. ?. ❑Remodeling ship and have no employees Theso scab-contractors have g. ❑Demolition working for me in any capacity, employees and have workers' o workers' co corn instuance.t []Building addition � [N tap. insurance p• 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 inybolf. [No workers' comp. 1°ightof excniption Pel-MIGL 12,❑Roof repairs insurance required,)t c. 152,§1(4),and we have no employees.[No workers' 13[a other Solar/PV comp, insurance required.] 'Any applicant that ebccks box#I most also rill out the section below showing their worWs'oomper-sation policy information, t Homeowners who submit this affidavit indicating they are doing all►work and then faire outside contractors must submit a nets ntlldovit indicaiing such. :Contractors that check this box must attached an additional sheet showing Ilse name oftho subcontractors and state whether or not those entities have employees. ]rthe subcontractors have employees,they roust provide their workers'comp policy number. s--a n�•---acini---�-rr� f am an employer that isproviding workers'compensation.insurance for my employees. Below is thepoUcy=and job site information. Insurance Company Name; Zurich American Insurance Company Policy#or Sell-ins.Lic.#: WC0182015-00 Expiration Date: 9/1/2016 Job Site Address;—N..3 P0,[0m 1 City/State/Zip: tl)Qf_ _ PMd"f Attstch a eopyof the workers' compensatiDn polity dteelaratioo page(showing the policy number and expiration date). Faiiare to secure coverage as required under,taction 25A of NGL c, 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one-year imprisonment,as well as ci-it penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00-a day against the violator, Be advised thata copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby ctrl yElie paints and penalties ofperlrtry that the information provided above is true and correct Si atu Date: U / Phone P. Ofricial:.•ss only. Do not writa in this area,to b2 completed by city or Lawn official, City or Town: Perrtsitli:icesrse# Issuing Authority(circle orae): 1.Board ofHralth 2.Iluilding Department 3.City/Town Clerk 4.Electrical/inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#; ACoRV CERTIFICATE OF LIABILITY INSURANCE DATE{12015DIYYYYI oarl7rzQ15 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 poticy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAM9: - - - PHONE FAX" ... .. .... ... .............---__.. 345 CALIFORNIA STREET,SUITE 1340 !Atlillrt.�xtl�......._........... .. ... ... ...:. . . .........i.IA1c,Not:. ......... ......... ................... CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 _Ao�f3gss:. ..... .............. .. ...... .. ........... .... ............. AHn:Shannon Scott 415-743-8334 INSURERLS)AFFORDING COVERAGE NAIL# . . .. ... ............. 99$301-STND-GAWUE-15.16 INSURER.A;Zurich American Insurance Company :16535 INSURED INSURER 8:NIA ;NIA SclarCity Corporation ... +.. .. .... .I. ... 3055 Clearview Way _INSURER C.:NIA 'NIA San Mateo,CA 94402 INSURER.p:American Zurich Insurance Company !40142 INSURER E: INSURER r: COVERAGES CERTIFICATE NUMBER: SEA-002713836.08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN 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. --***-*-T****,-*,****"*",.-*,"..—.......... ............ , . .. .......I........... ...... ...... .................. ...... ...... INSRT TYPE OF INSURANCE TADOLBR T POLSCY EFF . POLICY ExP LIMITS LFR I POLICY NUMBER MM/DDIYYYY , MMIDUt EYY A X COMMERCIAL GENERAL LIABILITY 1GLO0182016-00 09101!2015 0910112016 EACH OCCURRENCE S 3,09D,009 ...- ._.� r..-.-.1 ..... ..._ . .�. ........ ............__..._.._.. CLAIMS-MADE x..J OCCURI RRI MISES aoocu S 3,000,000 X SIR:$256,000 MED EXP(Any one person)..... S_ _ 5,000 . ................................. ............. . . ,............. 3,000,000 { .t ............. ................._............. ........... PERSONAL&ADV INJUR......._."�.. .......... ........._.._ GEN'LAGGREGATE LIMIT APPLIES PER 1 GENERAL AGGREGATE Y S 6.000,000 f..-.., PRO- , F X i POLICY JECT LOC PRODUCTS-COMPIOP AGG :S 6,OD0,000 i OTHER A AUTOMOBILE LIABILITY 'BAP0182017.00 1:0910112015 `0910112016 COMBINED SINGLE LIMIT $ S,DOO,D00 XANY AUTO - w BODILY INJURY(Per person) 3 �.. ..j ..... _._.. _... .. .. .. ...�.. .. .. ......... _ X :ALL OWN ED X SCHEDULED BODILY INJURY(Peraeddentl;S r.. ..i AUTOS r.... AUTOS �. . . . p X ' X NON-OWNED ' PROPERTY DAMAGE HIRED AUTOS AUTOS (Feraccident). .... . ..... .....+.. . 1 r COMPICOLL DED: 55.000 UMBRELLA LIAR OCCUR EACH OCCURRENCE S }......a i.... , it. .........................-.. . .... .... .....+. ........ ........... ......... i EXCESS UAB :CLAIMS-MADE: AGGREGATE $ .... ,.... .r... .........1. ..... ..... _.... ... .. ..1..... ... .............. DED RETENTIONS $ Q I WORKER$COMPENSATION ?WC0162014.00(AOS) :0910112015 0910112016 i X PER 'OTTH- ' SAND EMPLOYERS'LIABILITY A YIN :WC0te2415.00 MA :0910112015 09101!2016 ZANY PROPRIETORIPARTNERIEXECUTIVE { } E.L EACH ACCIDENT $ 1,000,000 OFFFCER/MEMBER EXCLUDED N I A r_....___..._.._.CID N a. . . ;MendetoryIn NH) WC DEDUCTIBLE:$500,000 1,000,000 I I E L DISEASE.EA EMPLOYEF S If yes.describe under ' 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1 $ I I I DESCRIPTION OF OPERATIONS/LOCATIONS]VEHICLES (ACORD 101.Additional Remarks Schedule,may be aftached If more space Is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCily Corporalion SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3056CiearviewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services CharlesMarmolejo �1�--= ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014!01) The ACORD name and logo are registered marks of ACORD i DocuSign Envelope ID:5B304125-9FFF-4F83-8CEB-ADCB219E3EF5 OafCy I PPA Customer Name and Address Installation Location Date Jennifer Kahn 143 Palomino Dr Pole 5-97 9/24/2015 Mark Raizin North Andover,MA 01845 143 Palomino Dr North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement -1,uo—,*" System installation cost Electricity rat^"D^s -` A^ eme^+Tp I Initial herEe �I here DS 1 The SolarCity Promise •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ......................................................................... Initial here •We warrant all of'our roofing work. DS •We restore your roof at the end of the Agreement. .We warrant, insure, maintain and repair the System. .................................................................................................................................................................................................................. Initial here •We fix or pay for any damage we may cause to your property. We provide 24/7 web enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. I .The pricing in this Agreement is valid for 30 days after 9/24/2015. •You are free to cancel any time prior to construction at no charge. D Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: .At certain times,as specified in $o •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 .You can upgrade to a new System with .These options apply during the 20 the latest solar technologyunder . Est.amount due at building inspection a new year term of our Agreement and contract. not beyond that term. $0 --- .You may purchase the System from Est.first year production SolarCity for its fair market value as 11,827 kWh specified in the Agreement. .You may renew this Agreement for up to ten (10)years in two(2)five(5)year increments. 3055 Clearview Way, San Mateo, CA 94402 1888.765.2489 I solarcity.com 1145338 Power Purchase Agreement,version 9.0.3,August 24,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR ❑ ❑ Document generated on 9/24/2015 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved . . DocuSign Envelope ID:5B304125-9FFF-4F83-8CEB-ADCB219E3EF5 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1.THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Jennifer Kahn EXPLANATION OF THIS RIGHT. Docusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: 6700D82753FNE8... IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 9/24/2015_ THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 9/24/2015. Customer's Name: Mark Raizin by: If you don't sign this PPA and return it to us on or prior to DacuSiSigned gnedby: 30 days after 9/24/2015,SolarCity reserves the right to Signature: `L reject this PPA unless you agree to our then current pricing. EC303A214❑77F4A4... Date: 9424/2015 Power Purchase Agreement SolarCity approved rr� Signature: Lyndon Rive, CEO Date: 9/24/2015 ,:,,..,, : . _�. �,(, ver;.or 9.r 3,Augur 2 n s over,u f_}1�3;F IIP.��,-.p i: � _�i'}, _ 1l.A::338 ��V ' Version#49.3 r L I ty. v October 1, 2015 Project/Job#0182794 RE: CERTIFICATION LETTER Project: Kahn Residence 143 Palomino Dr Pole 5-97 North Andover, MA 01845 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load = 50 psf - MP1: Roof DL = 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 35 psf(PV Areas) - MP2: Roof DL = 11 psf, Roof LL/SL = 35 psf(Non-PV Areas), Roof LL/SL= 35 psf(PV Areas) - MP3: Roof DL = 11 psf, Roof LL/SL = 35 psf(Non-PV Areas), Roof LL/SL = 35 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. A y JASON WIL [AM � Z TOMAN Jason W. Toman, P.E. o STRUCTURAL � Professional Engineer 0`511'554 T: 480-553-8115 x58115dST �� ' email: jtoman@solarcity.com �, Jason Toman Date:2 .10.01 20:25:42-07'00' 3055 Ciearview Way San Mateo, CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.corn A ROC- P.C,i!;,71_f3 888!OZ.CO G% t.C�.'r r..,,. ;;; C3C H.l C 7:.MtNc6 s !.. r;1.;.,,, 111 t„T'-ledr'C..'VIA H I C ? HIG 12.k:,Vj,NJ 011 CCE,2.u.9p,RAI L <a.ca iY..I R Vni6.'N CC L;Sn +,...:r:. �wClly.lei 10.01.2015 System Structural o Version#49.3 .cls.,.5olarCty. �! Design ®Rare _ _-f--__- - _ . W PROJECT INFORMATION &TABLf OF CONTENTS* ._._ ___ Project Name; Kahn Residence„ AHJ: —_-_North Andover Re Job Number: 0182794 Building Code: MA s. Code, 8th Edition ------ Name,: Kahn,Jennifer Based On: ,-_ IRC 2009/I_BC 2009 Address: 143 Palomino Dr Pole 5-97 ASCE Code: ASCE 7-05 --�� City/State: _ North,Andover,_ A Rask Category: __________ II Zip Code 01845 Upgrades Req'd? No Latitude77:4i.'628697/Longitude: _ 7L06II796Stamp.Req'd? _ _ _ _ Yes SC Office: Wilmin ton PV Desi ner: Alexander Cochran Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < D 1. 2-MILE VICINITY MAP s 0 114 a w 4 143 Palomino Dr Pole 5-97, North Andover, MA 01845 Latitude:42.628697, Longitude: -71.068796, Exposure Category: C ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND. SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY 1 MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT r�' 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET����� 11 h'm ����'' _ � � PV2 SITE PLAN , PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES � PV5 THREE LINE DIAGRAM • , , �� � � Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION OF THE MA STATE BUILDING CODE. ELEC 1136 MR ` 2. ALL ELECTRICAL WORK SHALL COMPLY WITH 1 THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: AHJ: North Andover REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) NoM * * . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0182794 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KAHN, JENNIFER KAHN RESIDENCE Alexander Cochran BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 143 PALOMINO DR POLE 5-97 11.985 KW PV ARRAY solarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES.. NORTH ANDOVER, MA 01845 TMK OWNER:* THE SALE AND USE OF THE RESPECTIVE (47) TRINA SOLAR # TSM-255PDO5.1824 St.Martin Drive,Building 2,unit„�: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 7 PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 9/8 686-9026 PV 1 10/1/2015 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE1000OA—USOOOSNR2 \ COVER SHEET (888)-SOL-arY(765-2489) www.solarcit.com i ii THE Triftamount MODULE TSM-PD05.18 i Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @STC unit:mm Peak Power Watts-PMAx(Wp) 245 250 255 260 941 - " R o ,D J �Power Output Tolerpnce-PMAx(%) 0-+3 Maximum Power Voltage-VM (V) 29.9 30.3 30.5 30.6 THE VNo&--= I$ NEnoN o Maximum Power Current-1M>r(A) 8.20~ 8.27 8-37 8.50 \d' Nr,Mmurz 11 m Open Circuit Voltage-Voc(V) 5 37.8 38.0 38.1 1 38.2 I n9xu Short Circuit Current-Isc IA) 8.75 8.79 8.88 9.00 Z1A.uJ NOTE - s MODULE t Module Efficiency (Ce 15.0 15.3 15.6 15.9 d STC.Irratliance 1000 W/M'.Cell Temperature 25°C.A r Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. 0 ELECTRICAL DATA @ NOCT Maximum Power-PMAx(Wp) 182 186 _ 190 "193 60 CELLMaximum Power Voltage-V-(V) 27.6 28.0 28.1 28.3 11 1 MULTICRYSTALLINE MODULE Maximum Power Current-IMPP(A) 6.59 6.65 6.74 6.84 € 943 GNOUNDIN6 Hoa: ' A A Open Circuit Voltage(V)-Voc(y) 3511 33.2 35.3 35.4 WITH TRINAMOUNT FRAME DNA NNDEE _ =°�.., '. � Short Circuit Current(A)-Ise(A) 7.07 7.10 7.17 7.27 ' 812 iso NOCT:Irradiance at 800 W/m'.Ambient Temperature 20°C,Wind Speed I m/s. PD05.18 " II I `` 245-260W I' Back View POWER OUTPUT RANGE MECHANICAL DATA Solorcells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution Cel(orientation. 60 cells(6 x 10) ' 'If • - Module dimensions 1650.992 x 40 mm(64.95.39.05 x 1.57 inches) ? - - • �.-_ - .._ - Weight - .21.3 kg(47.0 Ibi) MAXIMUM EFFICIENCY - I !!Glass ;3.2 mm 10.13 inches),High Transmission,AR Coated Tempered Glass A-A j Backsheet White _. l Good aesthetics for residential applications Frame 'Black Anodized Aluminium Alloy with Trinamount Groove IP 65 or IP 67 rated - d - - - - I-V CURVES OF PV MODULE(245W) J'-Boz _ - I 4`°°mom Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches'), �0,." 10.0° 1200 mm(47.2 inches) _ POWER OUTPUT GUARANTEE 90° 00ow/m' _ Fire Rating Type 8° 800W/m2 L Highly reliable due to stringent quality control - • Over 30 in-house tests(UV,TC,HF,and many more? s.. As a leading global manurocturer • In-house testing goes well beyond ceriifcalion requirements i 4.1 -400W/nnTEMPERATURE RATINGS MAXIMUM RATINGS of next1 we hotovoltaic 3° prod tgs we b2lle.�e close z.,A 2oow/m - Nominal Op rating Cell 440C(+20C) Operational Temperature -40-+85°C I) Goopera t on w th our partner$ t - (NOCT) Maximum System IOOOY DC(IEC) o.m s Temperature Coefficient of Pwx -0.41%/oC voltage 1000V DC(UQ is critical to success. With local o.. °0 m to3° 20.. 30. 40.00 "-" r presence around the globe,Trinct is Voltoge(V) Temperature Coefficient of Voc "-0.32%/°C Max Series Fuse Rating _ _ 15A able to provide exceptional serviceI'Temperature"coefficient of Isc 0.05%/°C to each customer in each market '' Certified to withstand challenging environmental -_- - _-_ _ _ and supplement our innovative, conditions reliable products with the backing • 2400 Pa wind load of T^no as a strong,bankadle .. ,- WARRANTY • ^,400 Pa snow load i. partner. We are committed 10 10 yee ar Product Workmanship Warranty - �� to building strategic,mutually benefic,lal collaboration with L?5 year Linear Power Warranty installers,developers,.distributors - (Please refer to product warranty for details) - < and other partners as the I o� _ backbone of our shared suc :'ss`vt l '. CERTIFICATION -' - I ' ' driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION rn - - - 10 Year Product Warranty*25 Year PowerLinear___ Warranty ' `Limiter a SAus Modules per box:26 pieces z 3 Add _______ -Ra.I J Modules per 40'container:728 pieces e >�E Trina Solar Limited � �_-. - L.www.trinas,)Iar.com T,1oa% l 4 nal V�lV }r EU-28 U-28W d 90% T _ °m 7rrna Solnr's fine o ar K'orrQn}y CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. OT04)-4 • (©�r `(''�[[jry{'' `o - + �o r - L�*/'�[('`{y' 02014 Trina Solar Limited.All rights reserved.Specifications included in this datosheet are subjec}to tiQ � lill�I JVt\.11 80% a i Tri uIIi1asolI\..11 change without notice. Smart Energy Together ~ Smart Energy Together `caMPpr°v Years 5 10 I5 20 25 Tnn stanczrd c t '.e•,-: n'+ - 1 � _ S� a�, o ® �` Single Phase Inverters for North America t solal ® SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ S SE7600A-US/SE1000OA-US/SE11400A-US ......................_._.._..................................----._ ......_............_...._..._I._._...._......_................_.. ............ ......... �SE3000A.. . ._US SE3800A-US J SESOOOA US SE6000A-US SE7600A-US SE10000A US SE11400A US OUTPUT 00 1 9980 @_ 1 00 208V iNominal AC Power Output 3000 36000 7600 11400 VA Single Phase Inverters 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North AmericaMin.-Nom.-Max."' 5450@24ov.. ....... . . . . ................ .10950.@240V. .... AC Output Voltage _ r, 183 208-229 Vac ,..,. ... .,. .............. ............................. . .. .. .. .... . ........ . ... . . ... ......... ..... ................. .... .. .. SE3000A-US/SE360OA-US/SE5000A-US/SE600OA-US/ AC Output Voltage Min.-Nom.-Max.(" 211-240-264 Vac ' SE760OA-US/ SE10000A-US/SE1140OA-US _.... ... ......... .. ................ .................. .................. ........... AC Frequency Min:Nom-Max!" 59.3 60 60.5(with HI country setting 57-60-60.5) Hz . . - .... .. .... ................... ..... ...... ...,.. _ - Max.Continuous Output Current 12.5 I 1�6 I 24 @-208V 25 32 48 @ 208V 47 5 A ................ .......... ... .... ...... ... . ... ... . . ...... .... ......... ....... .. ..... ................ _ .... —� -- GFDI Threshold I 1 A Utility Monitoring, onitoring IsIanding Protection,on Count�ConfigurebleThresholds-­----­---­-_ Yes Yes INPUT I erter Maximum OC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Tran fo mer-less Ungrounded ""-"-"-" - -" -" " " " - Yes - ��- �s7 m. MaxslnputVoltage ... ........... ........ .. .... .. . ........... . ... ...500. ...,........ . ........ ... . ..... . ......... ..Vdc. .. .c d t .. .... .. . WaRaR� H Nom.DC Input Voltage .. .. .. ... ....... . ....... .. . ... . . . . . . 325 @ 208V/350 @ 240V. . ... ..... ... .... . ..... ............. f `. _. _, ..... � �•� ,. .. .. . . .. .... .... .... ...... ........ . . ....... ....... .... .16.5 ... . ... .. . ... . . ...33 @ 208V.. .... Max.Input Current"' 9.5 13 15,5 240V 18 23 30.5 240V. 34.5 Adc .. . .. .......... .. .. .... .... .... . . ..... ... ...... ........ ... . . .. . . ... . ... . .. . . .... .... .. ... . . . j Max:Input Short Circuit Current 45 " " I "Adc ....... ... ... .... .. .......... ........ ...... .. .. .. .... ........ ..... .. .. .... .. Reverse Polarity Protection Yes ...... .... .. . .......... .. . .. .. ....... . . . .. .. . .. .. ............ ..... ... . . . I...................................... . ......... ..... . ....... Ground-Fault Isolation Detection 600ku Sensitivity .€ ., .......... . ....... ..... ....... . .. ................ . . .. .... . ... ... .. .... ... .. y Maximum Inverter Efficiency--.. .. ,. 97.7 . . .98.2. .. ,. . . 98.3.. ... ,."98.3. . ,98..., 98-" 98 -.�"" .... ..... .. .. ............. i . ........... . .. . ... ... _ CEC Weighted Efficiency 97.5 I 98 97.5 97.5 97.5 % X98 @ 240V ..975[!°240V e ........... ... .. ................ .. .. .... ........... ... . .. . . . . .. ......... ... .............. . . ...... . . I Nighttime Power Consumption - <2.5 <4 W _ ADDITIONAL fEATURES Supported Communication Interfaces RS485 RS232 Ethernet,ZigBee(optional) ....v. ue .. .-. . ..... ... . ... . .. ... bona .. .. .-......... ...... .... ......... . . ..... ... ..... ..... Revenue Grade Data,ANSI 012.1 ,- Optional(" i _Rapid Shutdown NEC 2014690.12 Functionality enabled when Sol arEdge rapid shutdown kit is installed(4) STANDARD COMPLIANCE . - _ - SafetyUL1741,UL1699B,UL1998 CSA 22.2 ..... .... .. . ..... .... .... .. ..... .. - - E . Gnd Connection Standards IEEE1547 r , Emissions FCC part15 class B INSTALLATION SPECIFICATIONS m _ AC output conduit size/AWG range 3/4'minimum/16,6 AWG, 3/4"minimum/8-3 AWG LAW— i ........... ... .............. - - DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ - 3/4 minimum/1-2 strings/16-6 AWG AWG rang?. ... .. . �... . ............ . .. . ........�........... 14;6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5 x 12.5 x 7.2/775 x 315 x 184 -• :. - ..(fi%WXD). .�................................ .... ........... 775x315x260.................. ..mm WetghtwithSafetySwitch......... ............ .51:?./23:?..... ...... . . ......... ...54.7./24:x... ........ ....... .......... .88.4/.40:1............ lb/.kg. . �. .. �.. Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user " .. . .. <25 .. repaceabe). _....... ..."-..... ... .......... "- "The best choiciefor 5olarEd eenabled Vstems Noise <50 d BA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature 13 to+140/ 25 to+60(-40 to+60 version availablels') 'F/•C Superior efficiency 98% Range p y{ .. Protection Rating NEMA 3R .... .. . .. .. .. ..... ... ............... ............... . .... . ... ................ . Small,lightweight and easy to install on provided bracket � "For other regional settings please contact SularEdge support. re A higher curnt source may be used;the inverter will limit its input current to the values stated Built-in module-level momtDrin ,3iRevenue grade inverter P/N SExxxxAUs000NNR2(for 760DW merterSE7600A-US002NNR2). g. - Rapid shutdown kit P/N SE1000-RSD Sl Internet connection.through Ethernet or Wireless - ' -40version P/N SES A-US000NNU4(for 760OW inverter.SE7600A-US002NNU4). Outdoor and indoor installation �. Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 Sunsc R USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK+ iMP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Properties t San 1 14.64 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof, _ San 3 A 13.88 in.^2 Re-Roof No San 4 SX 21.39 in.^3 PI ood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 17.54 ft TL DefTn Limit 120 Vaulted Ceiling No PV 1 Start 2.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.50 ft Wood Grade #2 Rafter Sloe 270 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summa Roof Pitch 6/12 initial Mich Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 3.0 psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SL1,2 50.0 psf x 0.71 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 1 47.3 psf 1 50.7 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(I0 N; Ce=0.9,Ct=1.1, I5=1.0 Membeir Design Summa 674NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.32 1 1.1 1 1.15 Member Anal sis Results SummarV Maximum Max Demand 0 Location Capacity DCR Load Combo Shear Stress 49 psi ITT 155 psi 0.32 D+ S Bending + Stress 1003 sl 8.4 ft. 1273 psi 0.79 D+S Bending - Stress -22 psi 1.0 ft. -409 psi 0.05 D + S Total Load Deflection, 0.63 in. L 315 8.3 ft. 1.64,;in. I L 120 0.38 D+S I I I I CALCULATIC)IV'OF DESIGN WIND GADS= MP _. _ _ __ Mounting P aneIRFE—kination Roofing Material Comp Roof PV System Type _ _.::_._ _ Solat ill b_'SleekMount'"' dam._ _Spanning Vents No Standoff Attachment.';Hardware ComkMount Type G Roof Slope 270 Rafter Spacing 1=6 O C: FramingType Direction Y-Y Rafters Purliel.Spacing �� -_- _ ,X-X Purlins C?ny Tile Reveal Tile Roofs Only NA _ Tile Attachment,Syst �.r__r.._ _ __.Tile„hoofs 0 y� �_ _ __ Standin Seam ra S acin SM Seam Only NA Wind Design Criteria. ; Wind Design Code _ ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method__ Basic Wind Speed V 100 mph Fig. 66-1 Exsure_Category. C __. _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B dean Roof kiei ht Section 6.2 Wind Pressure Calculation Coefficients Wiz: .;. Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic actor _. K M. .:a__.T , __ 100 Section 6.5.7 _ Wind Directionality Factor Kc, 0 85 Table 6-4 I M. portance:Factor L 1.0 Table 6-1 Velocity Pressure qh qh.= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf re Ext.Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient`=-Down' G 0.45 Fig.6-116/C/D-14A/B Design Wind Pressure P p =qh(G ) Equation 6-22 Wind Pressure UP'- Y$.i1 Pd Wind Pressure Down -Imo Psf _ ALLOWABLE'STANDOFF SPACINGS X-bisection Y-Direction Max Allowable Standoff Spacing_ Landscape Max Ailowabfe Ca%ever Lan-6661)e _:_ ._ 24 NA _ Standoff Confi uration Landscape Staggered Max Standoff.TribuWr' `ria 17 sf _ PV Assembly-Dead Load VU PV 3 0 psf Net Wind.Uplift a#.Standoff. ...::._R ..n T actualX85 lbs _. . .. Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca”` a DCR X- traction Y-Direction Max Allowable Standoff S aaccinq _ Portrait 32" 65" Max AIIovVabl C ri lever...... .. ..�..._.. Opt �. __.--__ -_�—_ m_a , 1� _.�_ - - - �__NA_ Standoff Configuration, Portrait dSta ered Max StanoffTribu ' y rea_..__ _- Tnb� 14"§f PV Assembly Dead Load W-PV 3 0 psf NetWind,Uplift atStandiiff _ ___ actual ti�_. ...�_ _ _ — -237 lbsr Uqlift Capacity of Standoff Tallow 500lbs; Standoff Demand Ca` ci' DCR` STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP2 � Member Properties Summary MP2 Horizontal Member Spans Rafter Pro .sties Overhang 0.99 ft Actual W 1.50" Roof System Properties San 1 15.16 ft Actual D 9.25" Number of S ans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof an 3 A 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.^3 PI ood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 18.13 ft TL DefPn Limit 120 Vaulted.Ceiling No PV 1 Start 4.08 ft WoodSpecies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 16.00 ft Wood Grade #2 Rafter Sloe 270 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Yat Bracing Full PV3 Start E 1400000 psi ` Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member LoadingmarV Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 3.0 psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SLi'2 50:0 psf x 0.7- 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 1 47.3 psf 50.7 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)Pg; Ce=0.9,Ct=1.1, I5=1.0 Member Desi n Summa (per NDS Governing Load Comb CD dI CL I Ct 0, CI: Cr D+S 1.15 1.00 0.31 1.1 1.15 Member Anal sis Results Summa Maximum Max Demand @ Location capacity OCR Load Combo Shear Stress 50 psi 1.0 ft. 155 psi 0.32 D + S Bending + Stress 1072 psi 8.6 ft. 1273 psi 0.84 D+ S Bending - Stress -22 psi 1.0 ft. -395 psi 0.06 D + S Total Load Deflection 0.72 in. 285- 8.6 ft. 1,7 in: 120 „ 0.42 D+ S AL ULATION_OF.DESIGN WIND,LOADS-- M Mountina Plane Information Roofing Material ... Comp Roof PV System Type _ SolarCity_SleekMountT°°� Spanning Vents No Standoff Attachment Hardware Comp Mourit Type C ___ __.. Roof Slope 270 Rafter Spacing..._...._._. __ _ � ...... _ _ ..._.. .:.. _.. ._.16"O.C. Framing Type Direction Y-Y Rafters Purlins Spacing —___.__ X-X,Purlins Only NA_ Tile Reveal Tile Roofs Only NA Tile Attachment System n_ w Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind Design Method __ __ �_ ._� ._ _ Partiall fully,Enclosed Method Basic Wind Speed V 100 mDh Fig. 6-1 Exposure Catego_ry__ _ C_ _ _ _. _Section 65.6.3 RoofStyle v _ Gable Roof Fig 6 116/C/D 14A/B ___� --_ _ _._ Mean°Roof Height h � 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure_ KZ 0.95 Table 6-3 Topo9rap„h„ic Factor_ _ _ K 1 00 Section Wind Directionality Factor Kc, T 0.85 Table 6-4 Im stance Factor i 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind-Pres sure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -18.0 Psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-frecti+tan Y-Direction Max Allowable Standoff Spacing n Landscape —s 64 39..E _..... Max Allowable Cantilever _ ”. _—__ _Landscape _ ___....__ _ 24". n:_ _ _ ._ _ NA. Standoff Configuration Landsca a Staggered Max Standoff,Tributary.Area_ '_ R.Tr►b_..:...._ _ — 17 sf PV Assembly_Dead Load W-PV _ _... _._......_. .._ 3.0 psf Net V1hnd.Uplift at Standoff* __-_._ T-actual ___ " ____---- __ ... 7285 lbs UpliftCapacity of Standoff T-allow _ 500 lbs Standoff Demand Ca acity 56.9%= X-Direction _ Y-Direction Max Allowable Standoff Spacing_ _ Portrait z 32” 65" Max Allowable Cantilever_. —_ _ . NA Standoff Confi urationPortrait Staggered Max Standoff Tributary-Ar ea.- PV Assembly Dead Load q W-PV 3.0 psf _ _ Net Wind Uplift,at Standoff n _,_,,– _ ;...T-actual': ___�___�___. _ __ � _ 237 lbs Uplift CapacityofStandoff w _ �_�_. T-allow 500 lbs Standoff Demand Ca asci DCR 47.41)/b Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021.16 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3812017 ASTRID BLANCO J — 3055 CLEARVIEW WAY --- SAN MATEO, CA 94402 Update Address and return card.Mark reason for change. SCA 1 0 20M-05111 (] Address n Renewal Ej Employment ❑ Lost Card �, ifice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �.. Office of Consumer Affairs and Business Regulation Registration: 168572 TYPE' 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2UNI � -- , IWALBOROUGH,MA 01752 Undersecretary Not valid without signature Office of Consumer Affairs and Business Regulation 10 Park Plaza ` Suite 5170 R` + Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZI 24 ST MARTIN STREET BLD 2UN1T 11 - ---- -- ----.. MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. u . *r:r s Address Renewal E] Employment r_] Lost Card 'vWace of Consumer Affairs&Business Regulation License or registration valid for individul use only ..41«f` SlME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ��: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 g Expiration: 3/8/2017 Supplement C2rd Boston,MA 02116 - SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVIEW WAY t,c• x. .. SAN MATEO,CA 94402 Undersecretary Not valid without signature i fj ` .':: tT:13t`L3•Q*1 Lr=r-t 01 P-L'ohe S �'! liaard of 8uiir Ing Regulatiam ar►d.S:nn�=I t'oa�tructtuo Suljcn W)r Ltce se:CS-101687 F DAM[EL D FONZg-' '-- 15 KELLEY RD = r, Y WJ1JWMGTON.iV1A 0��7, w aQt ` G crr+xiu¢ivat 09113/2016 ;STRUCTURE ANALYSIS°- LOADING SUM=MARY AND MEMBER CHECK- MP3 _ Member Properties Summary' MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties San 1 15.53 It Actual D 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofina Material Comp Roof San 3 A 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 PI ood Sheathing Yes San 5 1 98.93 in.^4 Board Sheathing None Total Rake Span 18.54 ft TL Deffn Limit 120 Vaulted Ceiling No Pv I Start 1.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 16.00 ft Wood Grade #2 Rafter Sloe 270 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 si Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch '' 6/12 Initial Pitch Ad'ust` Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 3.0 psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL I I 47.3 psf 1 0.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)Pg; Ce=0.9,Ct=1.1,I5=1.0 h-Member Desi n Summa (per NDS Governing Load Comb CD CL +` I Cl. - co Cr D+ S 1.15 1:00 1 0.30 1 1.1 1.15 Member Analisis Results Summa Maximum Max Demand @"Location Ca c' a DCR Load Combo Shear Stress 52 psi 1.0 ft. 155 psi 0.34 D + S Bending + Stress 1132 psi 8.8 ft. 1273 psi 0.89 D+S Bending - Stress -22 psi 1.0 ft. -386 psi 0.06 D + S Total Load Deflection 0.8 in. 263 8.8 ft. . 1.74 in. 120 0.46 D+S fCALCUI:ATION,,,OF'OESI N WIND LOADSa- Mounting Plane:Information` Roofing Material Comp Roof PV System TY.pe_ - - .__,.. ___ 5olarCity SleekMountT'" Spanning Vents No Standoff Attachment Hardware Coma Mount Type C Roof Slope 270 Rafter Spacing.�-.,._...,� 16'O.C. ,.....___ _ .. Framing Type Direction Y-Y Rafters Purlin,Spacing �` _X-X-Purlins„Onli+ _ _ _ _ NA_, a. Tile RevealTile Roofs Only NA Tile Attachment System _ Tile Roofs pnly Standin Seam/Trap S acin SM Seam Only NA Wind Design Criteria e Wind Design Code ASCE 7-05 Wind,Design Method m, . _ _ , _;__ _ Partially/Fully Encliised Method Basic Wind SpeedV 100 mph Fig. 6-1 Exposure,Category_ , C Section 6.5.6.3 Roof Style _ _._. Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic_Factor.; _ .___.__..K�c. .:.... .... . . 1.00- Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0' Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.45Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -18.0 psf Wind Pressure Down 10.0 Psf ALLOWABLE $TANDOF SPACINGS X-Direction: Y-Direction Max Allowable Standoff Spacing Landscape .L 64” 39" - _ _. _ W -__ _ W. _-�--- Max_Allowable.Cantilever _ _. .Landscape. _ ___B__ _ _ 24 -_NA_-_®_ ___ . _ . _.__ . Standoff Configuration Landscape Staggered Max Standoff Tributary-Area-, Trio=--_ --.__ - -: X17 sf _ PV Assembly Dead Load - W-PV 3.0 psf _ Npt Wind,Uplift at Standoff,_-- T actUal,.m�_, Uplift Capacityof Standoff_ T-allow 500 Ibss Standoff Demand Ca aci DCR 56.9% 'X-Direction Y-Direction Max WAllowable.Standoff Spacing_- _Portrait _ 32" 65" Max A-16wable.Cantilever -TPortrait._�. _..__._ _ __ _ __ 14" _ _ ___.__ ______NA__-_.__.-._ Standoff Configuration Portrait Staggered Max StandoffTributaryuArea, __ Trib _ _ .....w__.14 sf PV Assembly_DeadLoadW_PV 3.0 psf Net,Wind Uplift at Standoff3i _- -actual_�'n -237 lbs „ Uplift Capacity of Standoff .. T-allow _ 500 lbs Standoff Demand Ca ci DCR 47.4%