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HomeMy WebLinkAbout0128 ELIJAH CHILDS LANE NALDS LN • 4 > . o > , " A. - ,. .. a •• a , DEC 17 201 _ . TOWN OF1ARN9AWLQFB6ILM;1A41T APPLICATION ; , Map Parcel Application # Health'Division Date Issued / /S Conservation Division Application F e _TT Planning Dept. Permit Fee�A I 9 Date Definitive Plan Approved by Planning Board Historic - OKH v _ Preservation/ Hyannis Project Street Address Village Owner rt `� c j,��'�S�. _}��Address U S \« Lyi c Telephone �56A •951 3 V k C3a63;x Permit Request lba_qlc�S rnn o� t L 1 St W. f& 4 ie—. Square feet: 1 st floor: existing ='—proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation tW6 Construction Type Lot Size Grandfathered: ❑Yes ANe, If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing StructureSIT-5 • Historic House: ❑Yes Flo On Old King's Highway: ❑Yes Flo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �— Number of Baths: Full: existing `�- new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other A l Central Air: ❑Yes ❑ No Fireplaces: Existing"—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sikxir Pool: ❑ existing ❑ new size Barn: ❑existing ❑ new siz Attached garage: ❑ existing ❑ new siz& hed: ❑ existing ❑ new sizelTi Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial es d No . If yes, site plan review# Current Use �D�I!//'i �� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam/ k. /145hP44" Telephone Number �� 7 Address � ��� - License # Home Improvement Contractor# �h Email Worker's Compensation # Al_ C TRUCTION DEBRIS Sly: FROM THIS PROJECT WILL TAKEN TO 66 SIGNATUR DATE C r �b(� 3 FOR OFFICIAL USE ONLY r - a APPLICATION # DATE ISSUED MAP/ PARCEL NO. 4 =s ADDRESS VILLAGE k - v OWNER DATE OF INSPECTION: E ' u FOUNDATION FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i ' M�a�enea+tlelo gattr��vKl 01 t'ub�,c 9rtetp @foams of sulomoo Rogtoo one rFuf tal"Wft caner CS-108615 JASON PATRY 821 STEWART DRIVE' Abington MA 02151 C. r r, KdF Office of Commmer Albin&6oeiatu afte"tou HOME IMPROVEMENT CONTRACTOR t Reg> ftg0n: 168572 TYPO*ry EXPImtton: 3lfi017 Sup*mem C SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI 1AkLBOR000K MA 01752 Uederuerchry r ; r X OWNER AUTHORIZATION Job ID: ._OZ(oZ3`7,5 C>p Location: 17-8 jj,4� I�!`cQ� r� ' rha , .t, �- c?63 z ILt��` 7 J/�1COS as Owner of the subject property hereby authorize SolarCity Coro—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signature ofOwner: Date: Tile Commonwealth of?Massachusetts Department o,f Industrial Accident I Congress Stree4 Sane 100 Boston,MA 02114--2017 www.mass.gov/dim Workers'Compensation Insurance hflidavnt:Beii4ers/Contractors/Eleetridow/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Anolicant 1q rmation Please Print L.eeF6W_ NaMe(Titnines&tDrganiealion/(ndividuat): Salami CQrp°rntion Address: 3055 Clearview Way City/State/Zip: San Mateo,CA 94402 phone#: (888)765-2489 Are rowan employer?Check the xpprapriate box: Type of project(required): 1.01 am acmpio}per wigs 15,000oployces(fill l audlorpari titse).x •7. ❑New construction 7�1 am a sole proprietor or partnership mid have no employees working for ntc in 8. ❑Remodeling any empathy.M wotkeo'comp.insutance required] 3.❑1 am a Ixrmco,mcr loin$all work myself INa norkets'comp,insnnuttx required.]t 9. El Demolition 4.01 am a bmtteowner attd will be hiring coftectors to conduct all tvork on my property. i ivitt I fl 0 Building addition ensure that all coraucttus oiti,er have workcq'compensation insurance or are sole I I.❑Electrical repairs or additions proprictots with no employees. 12.0 Plumbing repairs or additions 5.0 1 am a general,compactor and 1 have hired the suh.conimctors listed on the attwjwd sheet. I3❑IZDof repairs These sub-contractors have employees and have wotkc"'comp utswasoo t 6.[j We are a corporation and its offtom have curc4ed their right orexemption per MOL c. 14.pother solar panels I5Z§1(4�and we have no employees.[No workers'canp.insurance required.? *Any apptictatt tire[chocks box 91 toast also 11411 out the section kalow showing their workers'compensation policy information. t•l homeowners who submit this affidavit i"eating they are doing all work and then hire outside.contractors must submit a new aftidavit indicating strait %Coottaetots that check thks box[mast attached an adetitional sheet showing the name of the sub-contractors vAd state whether or not those entities hRvc employees, If the sub-contractors have anptovccs,they most provide their wdrltcrs'cramp.policy aim6er. !ant aft employer flint is providing workers'compensation insarancefor my empttopacs. Belot,Is the paliey and jab site i�rforma#iwr. Insurance Company Name:American Zurich Insurance Company Policy*or Self-ins.Lic.#: WC0182015-00 Expiration Date: 9/1/2016 Job Sita Addrm: 128 Elijah Childs Lane City/State/Zip: Centerville,MA 02632 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment,as wet as civil penalties in the fonn of STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office ofinvestibalions of the DIA ror insurance coverage verification. I do kereby cer' parr w the pubis and penalties ttf perjury tkat the lnforma6p:provided above is true rrtrd correct. (Jason Patr December 15,2015 ' Phone Offtclal use only. Do not write in this area,to be completed by city or tonw of(fldaL City or Town: Peratit/I,icense tg Issuing Apthotrity(chvto one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: pboae#: . L A�CCOR& DATE mrYYy CERTIFICATE OF LIABILITY INSURANCE W,,,120115�15 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 INSURSR(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poliGy(ISS)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 Ifeu of such endorsement(s). MARSHCER CONTACT RISK&INSURANCE SERVICES 0 -----..._._._.._......... ......_... .r pp.._..... . . .--...-. ----—._.—.-- 345 CALFORNIA STREET,SUITE 1300 PHONE _ _.. . . .................... .. ............ ..1!! N . CALIFORNIALIC£NSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 APRR.453}:........:.. .._....._.........._-...---...—.—. _.._-..._._.._ A(Iw Shannon Scott415-74M34 ................ _...........m9URER[5}.AFFORDING COVERAGE-__.. _._,- NAIC# 998301-STND-GM1VUE-15-16 INSURER A;Zurch American Uisurance Company 116636 SolarCa'ty Corporation INSURER 11.NIA WA 3065 CWr Aew Way msuRpR C:NIA San MSlso,CA 94402' INSURER D:American Zurich Insuram Company. V �40142 RfSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-D0271383&48 REVISION NUMBER.-4 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 INrADDLTS�OR "'POLIGYEFF POLICYEXP L I TYPE OF INSURANCE I POLICY NUMBER LIMITS A X 'COMMERCIAL GENERAL LIABILITY GLOD162016-00 09012016 10910112016 EACH OCCURRENCE $ 3.M0,000 1-71 A AGE TO RENTED __.... I ( I. !CLAIM641ADE OCCUR 50i10 X tSIR:$250,ODD 1 MED EXP(Any one.person).... $..... ...........-.--—_ PERSONAL&ADV INJURY S __ 3+W0+= ....... GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE X POLICY f J JET [... 'LOG i PPoODl1GTS-CA94P1oPAGG 5... -,---. - 6.00D,000 OTHER. I A Au omosa.E uAmirf BAP0162D17,•00 0910112015 109101016 COMBINED SINGLE LIMIT $ 5 ODO 000 X ANY AUTO I I BODILY INJURY(Per person) S _ — x ALL OWNED UX SCHEDULED : I BODILYINJURY(Perecddent) S AUTOS AUTOS FpREDAUTOS ALOITNrlVNED I i 1?@�r.@f41i>a!11�AMAGE, S CofnPICOU DED: s SS,DDo UMBRELLALIAB OCCUR ! EACH OCCURRENCE S...........:. EXCESS LIAR CLAIMS-MADE i AGGREGATE S OED RETENTIONS S D WORKERS COMPENSATION ; iWC0182014-M(AOS) 0901IRD15 F09101<a016 X II PER o w AND EMPLOYERS'LJARILITY 1BTATUTE •- A YIN 'WC0,82015-OD MA 091D1f1D15 !09l01I2016 E.L.EACH ACCIDENT S 1,000,OOD ANY PRaPRIETORrpARTNERIEXECUTIVE , ( OFfICERNEWICR pXCLUDEDP N KIA i ............. (Mandatory In NM) NIC DEDUCTIBLE.$500,000 E L.DISEASE-EA EMPLOYE S 1,000.ODO If SC yyeeaa�RIPiIONO desafbe under j E.L. IT DISEASE-POLICY LIMIT S t+`DE OPERATIONS bet" I dBSCRIPTION OF OPERATIONS I L.QCATIONS I VEHICLES IACORD f0f,Addltlonal Remarks Sched"is,may be atkrahod It mom apace la reelulredl EYMence of insurance. CERTIFICATE HOLDER CANCELLATION Sdaf(Ay Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 30MCleavie©Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORMW REPRESENTATWO of Marsh Risk&Insurance Services Charles Marmole)o 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I - Version#53.6-TBD ,45olarCit 9 December 14,2015 �K RE: CERTIFICATION LETTER OF y��A�' Project/Job#0262375 A. Project Address: Santos Residence D 58037 128 Elijah Childs Ln Ift Barnstable, MA 02632 AHJ Barnstable vNAt SC Office Cape Cod Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 10 psf, Roof LL/SL= 21 psf(Ni Areas), Roof LL/SL= 21 psf(PV Areas) - MP3: Roof DL= 20 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL = 10.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D To Whom.It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. William A. Eldredge, P.E. Digltzllysigned by William A. Professional Engineer - Eldredge Jr' T: 888.765.2489 x58636 Date:2e,5.,2.,4,b:e2:2a-05ee email: weldredge@solarcity.com - 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A2 ROC 243171,CA M13866104,.CO Cc 8041,CT HIC M32776,DC HIC 71101486,DO HIS 71101488,M OT 29770.MA HIC 168572.MD MIi1G 1213J48,N.1 73`JF106'.&0600, OR CGD M0,198,PA 07M43,.1X TDLR 2700e,N%A GO-;.SO4ARC'91907..0 2013 SolarCity.All rights rese,vad, Version#53.6-TBD v SolarCit HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 24" 39" NA Staggered 70.0% MP2 64" 24" 39" NA Staggered 70.0% MP3 64" 24" 39" NA Staggered 77.4% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPl 48" 19" 65" NA Staggered 87.3% MP2 48" 19" 65" NA Staggered 87.3% MP3 48" 17" 65" NA Staggered 96.5% Structure Mounting Plane Framing Qu2lification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 250 Member Analysis OK MP2 Stick Frame @ 16 in.O.C. 25e Member Analysis OK MP3 Finished Attic @ 16 in.O.C. 400 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A2 ROC 243771,CA CSL8888104.CO EC 8041.CT H1C 0632778,OC HIC 71101486.OC HI.S 71101488,HI CT-29770.MA HIC Ir,8572,MD MHIC 128948,N.I 13VH0616060i1, OR CC13 180498,PA 077343.Tx TOLL 2700G.WA GOU SOLARC'91907.02013 SolerCrty.All riyhle reserved. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties , Span 1 q gdt 11.90,ft Actual DW, J�3j 5S0 in Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof. _S an 3 , , „__ _ x: A 8.25 in.A2 Re-Roof No Span 4 S. 7.56 in.A3 Plywyood Sheathing Yes San 5 I 20.80 in.A _. Board Sheathing None Total Rake Span 13.95 ft TL Defl'n Limit 120 Vaulted Ceiling = No' PV 1 Start` 2.67 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Slope' I "ate 2500 ,'PV,2 StartY=�=, �' .a� �. Fb �t , C' 875 psi Rafter S'acin 16"O.C. PV 2 End F. 135 psi To Lat Bracing , _ Full a� PV 3 Starta - ti E .. 1400000 psi Rr� Bot Lat Bracing At Supports PV 3 End Emig M 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.10 11.0 psf 11.0 psf PV Dead Load � PV-DL4 3.0 psf ,., .4_ x 1.10 x IT psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snowi,Load•',X� .. :k �4 LL SLID 30.0psf ..., .'x'OJ �•x-0.7 �21.0, sf Total Load(Governing LC I TL 32.0 psf 35.3 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,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.55 1 1.3 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location CapacitV DCR Result Bending + Stress 1304 psi 6.7 ft 1504 psi 0.87 Pass F [CALCULATION'OF DESIGN WIND LOADS-=M P 1 Mounting Plane Information Roofing Material Comp Roof PV.System„Type ' *. - SolarCity SleekMountT" -- - Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 250 Rafter Sp _ _ 16 O.C. Framing Tylx Direction Y-Y Rafters Purlin_Spocing XyX,Purlins Only _ NA _ Tile Reveal J Tile Roofs Only NA Tile Attachment System Tile Roofs Only- � NA st nding Seam/TraiJ Spacing SM Seam Only I NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method_-_- _Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure,Category C `Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B M Roof Height h I • 25 ft Section�6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ 0.95 Table 6-3 Topographic Factor Krt 1.00. ^_ Section 6:5.7 Wind Directionality Factor Kd•---- 7- 0.85 Table 6-4 -. •�, Im' ortance Factor = I °' _ � DO—'` . =1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" M Alowabel _Cantilever` L_andsca NA ZL _ _h Standoff Configuration �Landscape� Staggered Max Standoff,Tributary,Area �,Trib ,� { 17�f PV Assembly Dead Load W-PV 3.0 psf 6 Net Wmd,Uplift at Standoff__,,., Tactual_- -350 Ibs Uplift Capacity of Standoff T allow 500 Ibs Standoff Demand/Capacity DCR 70.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantile_ver Portrait _ 19" NA Standoff Configuration Portrait Staggered Max Stand_off_Tributary., a Are 22 sf 'ax _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff '' -Tactual 436;Ibs .` Uplift Capacity of Standoff T-allow _ 500 Ibs Standoff Demand/Ca aci DCR 87.3% . 4- `Z i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties I ,Span 1 'r , °11.93 ft _w 7 "Actual:D-, " Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material `- rt Comp,Roof a San 3 _ � ., A 8.25 in.A2 Re-Roof No Span 4 SX 7.56 in.A3 Plywood Sheathing Yes San 5 11 20.80 in.A4 Board Sheathing None Total Rake Span 13.98 ft TL Defl'n Limit 120 Vaulted Ceiling �X r °No'% I PV..kStart � f ' '�2.67 ft -Vw "°Wood Species SPFAIL I Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Sloe 250 PV 2 Start - Fb 875 psi,,. Rafter Spacing 16"O.C. PV 2 End F„ •135 psi Top Lat Bracing '„ Full PV 3 Start'' 14 . E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.10 11.0 psf 11.0 psf PV Dead Load PV-DL 7 "30__sf x 1.10 . 3:3 psf 4P, Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load,,, 30.0 psf x 0.7,,, I x O.7,� ,,21.0. sfa ,,;I 21.0 psfb .r Total Load(Governing LC TL 1 32.0 psf 35.3 psf Notes: 1, ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Ce)(CO(IS)py; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD I CL + CL - CF Cr D+S 1.15 1 1.00 1 0.55 1.3 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending + Stress 1310 psi 6.7 ft 1504 psi 0.87 Pass [CALCULATION OF DESIGN WIIW A-D_S-:-MP 2 Mounting Plane Information Roofing Material Y_ Comp Roof PV System Type SoolarCity SleekMountTM Spanning Vents No S _.tando,ndoff Attachment'Hardware) 'IComp,Mount Type C `�'�„� � `iF . '�: Roof Slope 250 Rafter Spacing 16"O-C Framing Type Direction Y-Y Rafters Pujrn Spacing. _X-X.Purlins Only NA Tile Reveal Tile Roofs Only NA Tile,Attachment System Tle Roofs Only � '�� ..NA - -StandingSeam ra Spacing SM Seam 6 niy NA Wind Design Criteria Wind Design Code ASCE 7-05. Wind,Design Method— Partially/Fully Enclosed Method c s Basic Wind Speed V _ 110 mph Fig. 6-1 Exposure Category —_Y C Section 6.5.6.3 —. --- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Y Io Me naMe Roof,Hei lit = h= 7 ,-, a25 ft .a Section 6.2.E Wind Pressure Calculation Coefficients Wind Pressure Exposure - KZ 0.95 Table 6-3 Topographic Factor .— X 7i- i _ 1.00 Section_6.5.7 Wind Directionality Factor Kd 0.85 - �mTable 6-4 Im ortance Factor I, -Ti. Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC a -0.88 Fig.6-11B/C/D-14A/B _.. fi 6 116 C D'14A B Ext�Pressure Coefficient Down m�- GC ` w � °' w�}� �_ ,:' ��0:45 ° :���� � �` &� 9• / / / Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS „ c X-Direction Y-Direction Max Allowable Standoff Spacing Landscape64" 39" Max Allowable Cantilever Landscape _ - _24'` -_ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf *a z xa PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at:Standoff Tactual _ -350 Ibs__ gplift Capacity of Standoff T-allow 500 Ibs Stan ff D and Ca aci DCR 70.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantilever Portrait ;K 19NA_ - - - -- - Standoff Configuration Portrait Staggered _Max Standoff Tributary Area --_ _ - -Trib -22 sf PV Assembly Dead_ Load W-PV 3.0 psf N etnd Wi Uplift at Standoff 1. y- ; T-actual „ ,��,. •�-� -436 Jbs r,. .. �. � _Uplift Capacity of Standoff T-allow 500 Ibs Standoff Fe-miTn—dicapacity DCR 87.3% f STRUCTURE ANALYSIS -.LOADING.SUMMARY AND MEMBER CHECK- MP3: Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Pro erties Span 1 11.44 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A ,._ 10.88 in.A2 Re-Roof No Span 4 S. 13.14 in.A3 PI ood Sheathing Yes San 5 I 11TV 47.63 in.A4 Board Sheathing None Total Rake Span 15.90 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1°Start 1.17 ft Wood Species .. , ' •SPF Ceiling Finish Lath and Plaster PV 1 End 10.58 ft Wood Grade #2 Rafter Sloe ,,.; t x.^ 401 PV.2 Start_.• Fb ':• 4 875 psi ".. a Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing " R Full PV.3 Start`= E. ` 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 20.0 psf x 1.31 26.1 psf 26.1 psf PV Dead Load ' PV-DL 3.0 sf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load 4 k LL SL er 1,2 30.O,psf x 0.65 x 0.35 19.5;psf;i 10.5 sf Total Load Govnin LC TL 45.6 psf 40.5 paA Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Cj(Ct)(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 902 psi 798 psi 0.89 Pass CALCULATION OF DESIGN_WIND LOADS=_NIP3 Mounting Plane Information Roofing Material Comp Roof PV,SystemRType •' _ SolarCity SleekMo_untT"' Spanning.Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing - _- _16'rO.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only_ NA. r Tile Reveal Tile Roofs Only NA _ Tile Attachment_System� Nile Roofs Only_ 4 - NAT,4 - Standin Seam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind Design,Method- i_ Partially/Fully Enclosed Method Basic Wind Speed V 110 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=Hei ht` ° ,f'11,'4nr h 477 7a?_....Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 _ Table 6-3 Topographic Factor_ 'Krt,�� _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)(VA 2)(I) Equation 6-15 24.9 pslf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.641B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLO_WABLE_STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Can tilever_________w Landscape_ _ _ 24" NA_ Standoff Configuration Landscape Staggered Max Standoff_Tributary,Area _ Trib 17 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wmd Up6ft,at_Standoff ;� T-actual *: -387 lbs =°° � P Uplift Capacity of Standoff T-allow 1 500 Ibs Standoff Demand/Ca aci N DCR 1 7777 _� 77.46/. w, ,7' �`' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65_Y_____ Max Allowable,Cantilever Portrait 17" Standoff Configuration Portrait Staggered Max Standoff TribuWrY.Area 22 sf� PV Assembly Dead Load W-PV 3.0 psf Net Wind lift'at' Standoffs�=actual F � -483 Uplift Capacity of Standoff T-allow 500 Ibs Standoff_Demand Ca aci DCR __ ;: 96.5% try- F,t m t L-4 - Btu o M 33C) tS o % • 4-9 r, 6.tp D. — �5 = loot/ CAL-. �Nr\ ��S�cx,�. F=•iT - usE.. r a 3 15 �3•�TTG�.rI L1.QeA� �.� `�--• .. � � .� t"OT,Z.L- 7L::>G-;16 J = 4SS G,P.D. Co 4 FN D• ,:''�L` - 'T-oTA L v,dt L-�( Ft�D�.ti = 33D 6.P.•D. �Z ��\ , � . Pz-i '�DL&T10Li z&-rE "�U 2M i 1J 02 LASS. Y O -ohs ,7A, eta J70 L-icx ZQ- rnct .- �crn, 7Jj.�.iiin � ✓ ,�11�K•-c5s.d Loan+ G'Pv�_ loco lot/. ' Al � '. •4'pp� �-�• fit„t. GAL ':64.7 ' .�v orc.. 5 Sync Lo` �. ; , x 34. -z / wv. 1 -rnw►c GAL. 541 54,3 Pt T A. / WAS+aED PLC:) FI--. P20�t Lti� L bG/S T l D C E NAT FE R V t LA- iZ 43. wo cnt_t- 50' �a`T i=. �r��c�Aq ! CGILT11=-f T14AT TNG V0UN DA,-V10q �-tE.1�c_ba� cc�n.����s �,v1-r� -r�a�: 51�s`.�t►a� �o T G3 SSG• I� ot= T+tG- F'L BtL. 34Z P' U uaT osTEev1L-� a AXAS-i . ANt"�t-1 Gb.►,fT' /�L-�hl M.A LL, rr. C'AA1%4LL wa j. Assessor's offioe (1st floor): ��T iYMEt p ... .. �`i 1EIL MUST Be Assessors ma and lot number .. . .. Board of Health (3rd floor): ' ��+� r• d� °� Se ' a Permit number � �$ g z................ J� Engineering Department (3rd floor): 11 _ snL • ssaa9z 00 House number h., `' � TOON REGULATIONS cYpr APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00-P.M. on y� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO .......................................................... .............................................................. TYPE OF CONSTRUCTION ............ �"�T.c^ cAjC................. . r TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accordin(g� to the following information: Location ...... ...^.. .......... ?...�..' .�'�...... � �'.S? ......��.0 AV%.................... :�� :1 a('.+,.�.�1.`�. ................. Proposed Use .........r.r�. .:1:. . 4�.. d ................................................................. .. ....................................................... t Zoning District ...........................................Fire District ........ Name of Owner .. li`. .....� S...................Address ......�.. .r'.... I... �►. �..... .1!..j.�.fa r... Name of Builder ' ' Y�. �:g-l...... .. '. `r4z. L.........Address / u� � to ➢ t��-y;.. ,` -�..5..�r..(1�....... z.;:Z...... �....� �.....r................ Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................. ...........................................Foundation ......... .>! Y ............................................ Exterior ... !°. �!�� �> a � �.: . y. .................... ................Roofing .........cG,,.S.�... . ..... ............................................... Floors .........t�........................................................................Interior .�.:`. 1� .. \...................................... 1 Heating ........... ... ...............................................................Plumbing ...... .... i �:a......l..ar....P��' ;..L............................ Fireplace ..................................................................................Approximate Cost ...............`. ..:-...4�. .0 Definitive Plan Approved by Planning Board -------------------------------19-------- . Area .. 1 Diagram of Lot and Building with Dimensions Fee /*D-..dz)........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction: Name .. Y-^''J' .;ems,. n n.:........ Construction Supervisor's License ..� .�.�"'t.. E.> .,... I STEFOS, JAMES IN, I No Permit for ..Build Gar age........ ........... .....Single. F.am.i.l.y...D.w.e 1.1.i n.g.......... .. .. .... .. .... Ldccition .... ...... Elijah._.Childs Lane . ........ .....C.4nt.erv.i.11e.............. .. ....... .... .. .. . .. .. 0wher J.4Mq�p.. S t e f o s ................................................. �41 Type-of Construction .......................... ........................................................................... P16t ... ...... ............ Lot ....... .......... Permit Granted ... September 28 88 .................................. ...19 Date of Inspection .........19 I,- D te Completed ......................................19 I Th F Assessor's offioe (1st floor): THE sor's map-and lot number . . b Q of Asses to` Board of Health (3rd floor): p SeWa a Permit number 0 �— $ g ............................. �. ..,............. Z DAUSTLBL i U. Engineering Department (3rd floor): ,(� moo 0a 9. House number ............................. ...�...�............ .. •a' �FpYPYa' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00 2:00 P.M. only TOWN OF BARNSTABLE t BVILDIHG INSPECTOR APPOCATI.ON FOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ............ Gr�`.� ,............................................................................................... 3 ............�.a. ..�. 4'............19.F.r.P. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: cam. Location b .../. .......0 ..� .5......�!`G� VI e C Q ?� .e;��.�.\A Vie..................... .......................... ..-...................... ,Proposed Use ........ .�..� ^....5.... ...................................................................... . ... ZoningDistrictt ....................'�.................................................Fire Distract ..........�f...1.�...................................................... Name of Own .3. .. .. .....f •P�OS Address ...... ..ram.. ... �.l.v. ..... ..!.�.U�... .. Name of Builder ....,M t �.`/1 fn I... �=� .z.>+��A.........Address ._5..4 .. 'C.G►f►.. ....l..j.�!. ..!�.?.:4........... Nameof Architect ............................................................... .Address .................................................................................... •'I*. Numberof- Rooms ................�........................................ Foundation ......... ., 9.c.V................................................:.- Exterior ...!!!!.y. .W.� . �1�1.l .....L�.!P.cX ......Roofing .......... .. ....... Floors ................................:......................................Interior .........SY' �P 20 C�� ...................... .......... ....................................... Heating ............L.�.p c ......:.Plumbing � ...... Fireplace .......................................Approximate Cost .............. G Definitive Plan Approved by Planning Board ---------------------_----------19________ . Area .......l�.....l.;.;).................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH : OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ' construction. Name N `;^�.;)s.... `. ..1. c ......... If Construction Supervisor's License ..�.�-�. .. .�.. ... STEFOS, JAMES A=171-247 No .323.03... Permit for .Build Garage ...... Single,,...Fam ly...... welling ^ Location ...L.o.t... ........................... ...........Childs Lane Centerville Owner .....James Stefos, ................................................ Type of Construction .......Frame........ r ............................................................................... � s Plot .... ............... Lot ................................ Permit Granted .......rS,.Qpt.....U............19 88 Date of Inspection ....................................19 Date Completed ......................................19 Assessor's map.Fand,lot number_ ..r" ' ' .....,.f..r� _ .P... � Hof 7 E ro H Sewage PermitvYh6T er1 *• d�Q �y�g � F } ........ .•............. :•f Z BABHSTABLE, i House number ..........7�......................................................... 9� i63q1639 p . ♦� CEO YPY a- TOWN OF BARNSTABLE BUILDING INSPECTOR _. APPLICATION FOR PERMIT TO ! '� . .................................................................................................... TYPE OF CONSTRUCTION -- � 'n GTJI�...................................................................... ........ . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information- �� Location .... ..... &:: ......L4. 7.�J.� 1.1.::.... /��� >L,S................ ProposedUse .. !/ : ................................................................................................................... ......... ............... f• ZoningDistrict ................................... ..................................Fire District .............................................................................. &, Nameof Owner .`.............................. ..................................Address ............`:<r:-! .................................................... Nameof Builder .........�r .....Address...................................................... .................................................................................... FC cR Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ......{...........................................................Foundation .....d......................,�4e, ..................�............................... Exterior erc cif ................Roofing ....r, :<?'? .`! '` .............................................. Floors ...........................................Interior .... ............................................. Heating �......................................................Plumbing ....� . ��) Fireplace . ...........................7.................................................Approximate Cost ..... � '`.l `J Definitive Plan Approved by Planning Board ________________________________19------- Arear� 0 r Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �IC/ . e r F r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ............................................ Small, Alan E. � Date of Inspection . .................................lg . . � . Dote Completed ..................../.................19 PERMIT R FUSED - � ,— lg � ---~--~--.. ----.--------.. � . � . � —.—~.~...-...— —.—..—.---...---.—.— / ^~''^--- ���..��------- ' '. . ° ~ Approved ---------------- lg � , ' � -------.--.------.--.------~-. � ----.---~--~.------.—.—.—.....—.. ' | . . n TOWN OF BARNSTABLE 2'1 Y`� e Permit No. --------- 1 Building Inspector »STAc Cash g ,ago. -----------�. OCCUPANCY PERMIT Bond ' No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Alan E. 'Small~ Address Centerville Lot 063 128 Elijah Childs Ln.. Centerville Wiring Inspector y. �'� -^s Inspection date -Plumbing Inspecto was , Inspection date Gas Inspector ��r,��:7_ �•.�ti. /� Inspection date 2 9AJ( At %r � Engineering Department ' Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. d Building In"spector t t O x 4, 44o G•P. b.P.D. .. "_:�F.TtG TA�,.ttr = LCQO,r l5G %• _ �i0 � ��,� 00 ' aS,DL_ �1T usE'L-(ocx) C,n4.-. AL L AecA = {50 5;,F. eACA , ll� sF ,c '2.S S-7S ` Gr--f C0L-NTkOQ O&rE t"►u 2M1u' 02 E.-sS. p}r II t 1 tt, it )• FZ 1F ISM ♦ol f} ' v � 'bt}.;„"r9'yk•:KC#yip. v.,.., �. 404e d '°.ter !S cn 'f�a`` •,y ri►� 1�,,. 117T GA:I. .� BOX 54.5, 4epnc t o' 2 j v �'' tu Ta�sti GAL. 54,E .. 1000 4AtP,, LAN s`t� ?ITS A MaL C-a t�T:r t>~t7 pLbT F�L.f�. 2 LOCATIo)--1 GC.AS,L . 1 5C]• T>A"'C'E--' I qJsgt CGtZTii=`-j T�4AT TRC vouNAthe'stOq 5tAOvJQ t-lE:4?t_c�t�l Gca�.�Pt_�<S Wt't't-1 Tt-I�: S�DG.tr1►.l� � I..CJ �T" G3 SC�G . A►�ta �7-Irvn �: �[Qc�t�EMEuTy of TwG F?,C. • K. 43 P,2), 5a'' 9- - - _ _ � � � -�34.;j� A.►J =QST�.tti'�/1L.t.�- -t>.-- l�t��s�i. _- . "( %41 I7t-Aw tr., t_10'T tL,A,GL7 1t.l�r`fLJ:,nC=t.li �ut:�/t `t' x� TtaG UF.�'� F'�, S11ctaJkD APP L-1 C-A."-r -:At i E. .SMAL t-Ir' t'.t U5uo I-C, 1-�,r_'TCv_Mt%J4 L.O' ' t_tNt •, p ...1....�. ..0?7 or's, ma and lot number ...�%,,Q. i Sewage Permit number ..... .....-. ..... .7................ House number .......... .. / /��/y �� t639. ` SEPTIC SYSTEM MUST o wAY w TOWN. 'OF BA° ENVIRONMENTAL CODE AND _ BUILDING o N s fi � I' `R�z�ONS , , ��, _.�•�� ri . APPLICATION FOR PERMIT TO �' G �� �::.4: . .......... .......... ................ ............... r . TYPEOF, CONSTRUCTION -- .............................................................. ................................:......... i � x.. �.............19. � . Wit............ , TO THE INSPECTOR OF BUILDINGS: ` The undersigned hereby applies for a permit acco ing to the following information: �`� J Location .....4,4- .�.. ...... ��7�! ....��. � <1�....t.� �1�' ......:` �Ll .... -��L✓�S................. ProposedUse .A/"Le&... ............................ ............................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner ....................... '``"l..:...................................Address .................................................................................... Gt Nameof Builder ....................................................................Address ...............................................,.................................... Nameof Architect ............... ...........................................Address .................:................................................................... Y! z� 1 Number of Rooms .....�.........................................................Foundation .............................................................................. Exierior .. ...., .< ......................................................Roofing :... �.'f-: ...................::........................ Floors ..............Interior ...: Heating :....'. .............................Plumbing /6 Fireplace ..A roximate Cost �� p ' '',............................................... pP .............,/..................................................... • Definitive Plan Approved by Planning Board ________________________________19________. Area 1..:.<....... �...... Diagram of Lot and Building with Dimensions, Fee ............. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 0/U�/ ' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 7 f Name .................4:.......................................................... Small, Alan E. 31.63.'` Permit for ........one story.... i f .........Single..family..clwe ling. .......... .... r 1 + r Location .................128..Elijrah... uds... ..a ................................CP..aterv.7 l le... i Owner .... .........AX.a'ln..S1T►all............................ Y TYPe,'Yf Co struction ...........fxa».............. f ...::.....;........................................................................ PotA''� .................. .' Lot :...........#63........... e. BermitjGranted ............... June..1...................19 8 i` Ddte o4'Ins ection :......19 Date ompl ted ...............•.y. . ..` ..19 I t _ C;PERMI:T REFUSED E .. ,A :p................................................ I r ............................................................................ y Approve .......................... 19 l 1, ..... . . .....tiS•. i++`............... ABBREVIATIONS ELECTRICAL NOTES JURISDICTION'NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED,VIA A � , t AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER: BLDG BUILDING 2. , THIS SYSTEM HAS NO BATTERIES, ,NO UPS.. ' . :` •F CONC CONCRETE 3. ANATIONALLY—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, 4 t. 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 a GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE.IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART.-210.5: CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL,',". Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97; 250.92(B). fi 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 F (N) NEW RELIEF AT ALL ENTRY INTO 'BOXES AS REQUIRED BY,-. r NEUT NEUTRAL.- , _ UL LISTING. r NTS NOT TO SCALE k 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 41 SCH -SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S . STAINLESS. STEEL _ STC STANDARD TESTING. CONDITIONS TYP TYPICAL 4., 3 Y '' UPS UNINTERRUPTIBLE POWER SUPPLY V . VOLT Vmp VOLTAGE AT MAX POWER ', VICINITY MAP s INDEX Voc VOLTAGE AT OPEN CIRCUIT - W WATT - - 3R NEMA 3R, RAINTIGHT a:' PV1 COVER SHEET-. _ PV2 SITE PLAN: PV3 STRUCTURAL VIEWS • PV4 THREE LINE, DIAGRAM "LICENSE ;_. GENERAL- NOTES shed • Cutsheets Attached , GEN #168572 -1. ALL WORK TO BE DONE TO 'THE 8TH EDITION , ELEC 1136 MR OF THE MA STATE BUILDING CODE. __ 2= ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL.ELECTRIC CODE INCLUDING " MASSACHUSETTS AMENDMENTS. MODULE. GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Barnstable # REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B—O �,� O O PREMISE.OWNER: DESCRIPTION: DESIGN: SANTOS, ALBERT SANTOS RESIDENCE � So�arCit CONTAINED SHALL NOT BE USED FOR THE K1IIlan Madden s BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ELIJAH CHILDS LN 8.84 KW PV ARRAY Comp Mount Type C 128. PART TO OTHERS OUTSIDE THE RECIPIENTS p - ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE MA. 02632 ' THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-260PDO5.18 24 in Drive, i n SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN erg' PAGE NAME:• St:'Mart gh M 01 2,Unit 11 SHEET. - REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: a T: (650)638-1028 R (650)638-1029 SOLAREDGE SE760OA-US002SNR2 _ (508) 364-9563 COVER SHEET PV 1 12/14/2015 (888)-SOL-aTY(765-2489) ,.wsolarcityxon PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH: 126 ARRAY AZIMUTH: 126 MATERIAL: Comp Shingle STORY: 2 Stories ' PITCH: 25 ARRAY PITCH:25 ,1 MP2 AZIMUTH:306 ARRAY AZIMUTH:306 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 . ARRAY PITCH:40 MP3 AZIMUTH:216 ARRAY AZIMUTH: 216 MATERIAL: Comp Shingle STORY: 2 Stories 00 m o. s n (E)DRIVEWAY DE I a _ 1 P Y AC © LEGEND OInv O (E) UTILITY METER & WARNING LABEL D ;i m� INVERTER W/ INTEGRATED DC DISCO == & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC EEEI AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS a 6h QD DISTRIBUTION PANEL & LABELS Front Of House � Us LC , N 5d A LOAD CENTER & WARNING LABELS °F B IF I O DEDICATED PV SYSTEM METER $ WJUJAMA Q STANDOFF LOCATIONS s SU�.ut CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE oNai.�p Q HEAT PRODUCING VENTS ARE RED Digitally signed r,_1 S�p® / by William A._ �_� INTERIOR EQUIPMENT IS DASHED Eldredge Jr. Date:2015.12.14 SITE PLAN 16:02:52-05'00' STAMPED & SIGNED Scale: 3/32" = 1' -FOR STRUCTURAL ONLY 01, 10' 21, 4 s J B-0262375 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE SANTOS, ALBERT SANTOS RESIDENCE. Killian Madden ,;SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � "� NOR MALL IT BE DISCLOSED IN WHOLE OR IN CompMount.T e C 128 ELIJAH CHILDS LN 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE 1 (34) TRINA SOLAR # TSM-260PDO5.18 SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN VERTER: PAGE NAME T.- (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. ISOLAREDGE sE�sooA—usoo2sNR2 (508) 364-9563 SITE PLAN PV 2 12/14/2015 (8B8)-SOL-CITY(765-2469) www.solarcitycom o S1 i' C1 3 �'_ ; 1 1lu (E) LBW (E) LBW A SIDE VIEW OF MPI NTs Y F V I 6 NTS r MPJ' X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24"- STAGGERED - CI - L - - TI EVE G NOTES • S64" NG N 4"M� R CIN F Y CAN 4 LEV R _STAGGERED x. MPZ X X CA Y SPA E PORTRAIT 48" 19". M1 t LANDSCAPE ,E ROOF AZI 126 PITCH 25 PORTRAIT 48"' 19 RAFTER,, 2X6 @ 16 OC: _ .STORIES: 2 -ARRAY AZI 126 PITCH• 25 : ��' ROOF AZI _306 PITCH, ;.25 C.1, .. 2x6 @16' OC Comp Shingle RAFTER 2X6 @ 16 OC 5 STORIES: 2 ARRAY.AZI 306 PITCH' 2 _ 6n O X6 @ 1 C C J 2 .Comp Shingle (E) COLLAR TIE PV MODULE , (E) KNEE WALL 5/16 BOLT WITH"LOCK INSTALLATION ORDER FENDER WASHERS, - . , • LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT oF ZEP ARRAY SKIRT (6) HOLE. S1 (4) (2) SEAL PILOT HOLE WITH ' saDREDWit s0ai7 ZEP COMP MOUNT C _ POLYURETHANE SEALANT. ZEP FLASHING C (3) WR (3) INSERT FLASHING. (E) COMP. SHINGLE Ilk (E) LBw (E) ROOF DECKING V (2) (5) INSTALL LAG BOLT WITH _ 5/16" DIA STAINLESS (5) SEALING WASHER. SIDE VIEW_OF. MP3 STEEL LAG BOLT LOWEST MODULE ..SUBSEQUENT MODULES NTs INSTALL LEVELING FOOT WITH C �STAMPED &•SIGNEi� WITH SEALING WASHER + � - � (6) _ BOLT. WASHERS. s. FOR STRUCTURAL ONLY (2-1/2" EMBED, MIN) , MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED r (E) RAFTER q PORTRAIT 48" ,.17" � : _ t. l DOFF STAN RAFTER 2X8 t7a 16"OC ROOF AZI 216 PITCH 40 STORIES:2 ARRAY AZI 216 PITCH 40 ¢ SCale: C.J. 2x6 @16"OC ` CompShingle . . . .. .� ;. • • PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0262375- OO ALBERT SANTOS RESIDENCE KIIIIOn MOCICI2I1 \\`�s T CONTAINED SHALL NOT BE USED FOR THE SAN.1 OS, �:'.C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: J F- NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 128 ELIJAH CHILDS LN 8.84 KW'PV. ARRAY ; olar �ty PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION.WITH MODULES BARNSTABLE, MA 02632 ` THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TS4-260PD05.18 24 St. Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET-. REV: DAIS: rlb 028 (6h.MA1752 638-1029 PERMISSION of SOLARCITY INC. L (650)6 c. SOLAREDGE # SE7600A—US002SNR2 (508) `364-9563 < ; STRUCTURAL VIEWS PV 3 12/14/2015 (88B)—SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE Panel Number: # # GEN 168572 ` BOND (N) #8 GEC TO TWO (N),GROUND QOB20M100 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE 6' SE760OA-US002SNRZ LABEL: A -04)TRINA SOLAR 25 TSM-260PDO5.18 # RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2235203 Tie-In: Supply Side Connection Inverter; 7 OOW, 240V, 97.5% w Unifed Disco and ZB, RGM, AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 lisc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E3 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING BRYANT CUTLER-HAMMER i Load Center - 100A/2P 4 Disconnect 3 SOLAREDGE Dc+ - ` SE760OA-US002SNR2 Dc_ MP 3,MP 2: 1x2 A 40A/2P B ------------ tGc-------------- ----� A L, zgov r------------- B L2 Dc+ 1 N DC- 1 2 _ (1 F113 (E) LOADS + Zi- ---- GND ---------- ----------- - GEC ---TNGND DC ------------- G MP 1: 1x14 j 1 ---------------♦ 1 L� N I (1)Conduit Kit; 3/4' EMT - ~ o EGC/GEC z � � 1 _ GEC-r_ 1 TO 120/240V 1 1 SINGLE PHASE 1 1 UTILITY SERVICE 1 1 l 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Groygd Rod A (1)CUTLER-HAMMEJ2 BR240 /�C PV �4)SPow�OxEO'tim�er, 300WSH4, DC to DC, ZEP DC 5 ,r x 8, Copper Breaker, 40A 2P, 2 Spaces /-� P -(2)ILSOD /IPC 4/0--#6 -(1)BRYANT#BR24L70FGP (1)AWG�6, Solid Bare Copper Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Load Center; 70A, 120/24OV, NEMA 1, Main Lug, 1 e, 2 Spaces, 4 Circuits, FlshMt nd S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE B (1)CUTLER-HAMMER #DG222URB -(1)Ground Rod; 5/8' x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVoc, Non-Fusible, NEMA 31? (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL -(1)Grad Neutral ER I It;Dso ooA General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#6, THWN-2, Black 1 AWG#8, THWN-2, Black (2)AWG#10, PV Wire, 6DOV, Black Voc* =500 VDC Isc =15 ADC (1)AWG #6, THWN-2, Red O Isl (1)AWG#B, THWN-2, Red T (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.66 ADC . . .(1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 Conduit Kit; 3/4".EMT. . . . . . . . . . . . . . . -(1)AWG#6,.Solid Bare.Copper. GEC, , , -(1)Conduit.Kit;,3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG#8,.1HWN-2,.Green . , EGC/GEC.-(1)Conduit,Kit;.3/4'.EMT_ . . . _ . , , , . (2)AWG 0, PV Wire,600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC (1)Con0uit Kit;.3/4' EMT PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN TDB NUMBER: -J g-0 2 6 2 3 7 5 00 CONTAINED SHALL NOT BE USED FOR THE SANTOS, ALBERT SANTOS RESIDENCE Killian Madden = So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 128 ELIJAH CHILDS LN 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-260PDO5.18 SHEET; REV' DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)_638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER ISOLAREDGE # SE7600A-US002SNR2 (508) 364-9563 THREE LINE DIAGRAM PV 4 12/14/2015 1 (668)-sa-aTY(765-2469) ww..salaraity.a«n I Label Location: Label Location: r -> �• e o am •o o Labe Location: ,.tion. (C)(CB) (AC)(POI) ..:` • i o DC INV ' .. Per Code: Per Code:* .. E Per,Code: A. NEC 690.31.G.3 ° •-° NEC 690.17:E ` - ° •-° NEC 690.35(F) °0 0 0 s Label Location: - o o ° o 0 0 •- TO BE USED WHEN (DC) (INV) o•° ° o• ° e ° INVERTER IS Per Code:, -o o • ° UNGROUNDED . . . NEC 690.14.C.2 ,; •. '��'. Label Location: • . Label Location: o 0 0 -o POI x -o (DC)(INV) o o Per Code: Y V -o -- Per Code: .- e NEC 690.17.4; NEC 690.54", } -e - ° °o e e -e o NEC 690.53 o �' o- y •a` �X7�lS+fAlU.J17►77�1V Label Location. (DC) (INV) '++ a - a S Per Code: • d �. ° ° n NEC 690.5(C.) Label Location:' ' ` n r (POI) t i . - e r Willman Per Code: - NEC 690.64.B.4. „ r r - Label Location: o (DC)(CB) Per Code, o ° r Label Location: 690.17(4) • .� {_ (D) (POI) • o• :o ° n Per Code: • ,• - 0 0 0� o• I�i;l��•o o ° ° NEC 690.64.6.4 . - _ •t.• ,_ •- _ • LabeP�Location` (POI) r Per Code: Label Location. o - e e- NEC 690.64.B:7 (AC)(POI) °0 0 0 r _ (AC): AC Disconnect p O� Per Code: a t` r +' (C): Conduit NEC 690.14.C:2. ° t. .; (CB): Combiner Box ' j" (D):•Distribution Panel , (DC): DC Disconnect,.`'_ Label Location: aDisconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Gl (AC) (POI) _ (LC): Load Center Per Code: (M): Utility Meter r/ NEC 690.54 (POI): Point of Interconnection T Ed CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR fr. ��%14 I 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �. �' San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, • Label Set n� T;(650)638-1028 F:(650)6364029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �I� SolarCity. (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ''^SolarGty ZepSolar Next-Level PV Mounting Technology '--!So1arGty I ZepSolar Next-Level PV Mounting Technology Z Components Zep System `. \� for composition shingle roofs -,Up-roof Leveling Foot Ground Zap leveling Foot Interlock ( ,S;de,horrn) Part No. - ETL listed to UL 467 - ry Zep ComDatiblc PV Module 1 � Zep Groove . . - Roof Attachment _ Army Skirt Comp Mount Part No.850-1382 Listed to UL 2582 a—✓X Mounting Block Listed to UL 2703 cOMPATi a� Description , PV mounting solution for composition shingle roofs FAO Works with all Zep Compatible Modules OMPP Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations - • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolars products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM. 'X solar=oo �] - solar=oo SolarEdge Power Optimizer Module Add-On for North America P300 /.P350 /.P400 SolarEdge Power OptimizerP300 Ix t Module Add-On For North America P35D P400 • .. (for V (fomodules)V (fomodules)V - ID INPUT ., P300 / P350 / P400 Rayed�P��o�Power(') BUD 35D 400 W ....... Absolute Maximum Input Voltage.(Voc at lowest temperature) 48 60 80 Vdc ........ ...M.... .................. ................................. ....... ........ _ _ MPPT.Operating Range...................................................8:.48 8. 60 ...8-80 Vdc... Maximum Short Grcwt Current(Isc) 10 - Adc . V t. ..... .. ......... ..... .. .... .... £ - - - • Maximum DC Input Current •...., 12 5 Adc,... ............. ... 995 .. %.. _ - { ..Weighted Efficiency 988.. % .. Overvoltage Category.............................. .... ... ...... II ... OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)�.. Maximum Output Current 15 Adc - - ..................P.......g... • - .w 60 - - ....Vdc^� . Maximum Output Voltage - t - 'pL .OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF). ' xf{ •— - - Safety Output Voltage per Power Optimizer - - 1 Vdc - ;;_, L.r •, *. .... ......... ......... ... C Part15 Class B IEC61000-6 2.IEC61000:6:3.... ............. s Y `--- STANDARD COMPLIANCE I EMC FC t -,• •: + ,- Safety ................... ......... IEC62309:L(class II safety)..UL1741.............. ........ - .... ... ... .. ....... ... ......... ........ - _ RoHS Yes INSTALLATION SPECIFICATIONS p •. Maximum Allowed System Voltage - -1000 Vdc Dimensions(W xLx H) ` 141x212x40.5/5.55x8.34z1.59 mm/m - Weight(including cables) 950/2.1 gr/Ib +, ........................................................................ ......,....... ........ .. ........ _:............. MC4/Amphenol/.Tyco - 4" Out ut Wire T e Connector henol P Double Insulated;Am YP / P .^ .................................................:...4................................ i3............................r.......2-/-3...... ....... ... . ,., .. '- Output Wire Length.................................................. .....0:95/3:.........�.......................l:Z............................ m/ft e Operating Temperature Range....................... ....... ... .. ..................40.+85/-40 +185.......................... ... ,. Protection Raring....... ..........IP65/NEMA4 .......................... s Relative Humidity......................... ---.:.:..... 0 100 ......... .. ..................... .......... ... ....... ... m mf.a src co 01h.m.e Mo .af.p fo.S%ro....m.aM..now.e - - - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V , PV power optimization at the module-level - - Minimum string Length(Power Optimizers) 8 10- 18 ' ..................................................... Up to 25%more energy - - - Maximum String Length(Power Optimzers) 25 - - 25 50 - ...............g.... ............. .... ..... ..... .. ......................................... _ - Maximum Power per String - 5250 6000 ' 12750� W - --Superior efficiency.(99.5%) .................. ........ .... ................... ........ .... .. .. ........... 1 : Parallel Strin s of Different Lengths or Orientations - Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - ( ". """"""""""""""""......""""""""""" "'"............................................................ """"", - Flexible system design for maximum space utilization - - Fast installation with a single bolt - a - e Next generation maintenance'withmodule-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY ITALY -V FRANCE -;JAPAN CHINA ISRAEL - AUSTRALIA - WWw.501are,dge.uS • � .. o fYu��.wa?euHI�reFJ M1e*vngyid+ '� y THE `Yrinamo.unt MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-PMAx(Wp) 245 1 250 + 255 1 260 O - 941 i Power Output Tolerance-PMAx(%1 0 +3 , Maximum Power Voltage-V-P(V) 29.9 30.3 I 30.5 30.6 THE VNn-E- mount o NA-L I N JUNCTION 'Maximum Power Current-t-(A) 8.20 r 8.27 8.37 r 8.50 i NAMEPLATE Open Circuit Voltage-Voc(V) 37.8 38.0 ` 38.1 38.2 ' o Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 INSTALaNG HOLE - I G MULE I Module Efficiency qm(%) 15.0 f 15.3 15.6 I 15.9 O D U L E STC:Irradiance 1000 W/m',Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. ' Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o � C ELECTRICAL DATA @ NOCT - ® CELL ��� j Maximum Power-PMAx(wp) � 182 ! 186 ! 190 � 193 'Maximum Power Voltage-VMP(V) 27.6 28.0 -28.1 fi 28.3 t MULTICRYSTALLINEMoDULE ss as csounomc HOLe Maximum Power Current-IMPP(A) 6.59 6.65 1 6.74 l 6.84 ,�awNHaLE "- A �Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME I i •Short Circuit Current(A)-Isc(A) I 7.07 7.10 ` 7.17 7.27 . I NOCT:Irradiance at 800 W/m`,Ambient Temperature 20°C,Wind Speed I m/s. 45-w ♦LV�®W PD05.18 stz, ao b/ G/. Back View POWER OUTPUT RANGE MECHANICAL DATA Solar cells ,Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution r G Cell orientation 60 cells(6 x 10) �r • Module dimensions 1 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) up O �I Weight 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY Glass 13.2mm(o.l3 inches),High Transmission,AR Coated Tempered Glass Q" �) A-A I FrameBacksheet WhiteGood aesthetics for residential applications Frame BlackAnodizedAluminiumAlloywifhTrinamoun}Groove J-BoxIIP 65 or IP 67 rated I-V CURVES OF PV MODULE(245W)All �� `'-- Cables Photovoltaic Technology cable 4.0 mm-(0.006 inches'), 10.0° _ 1200 mm(47.2 inches) _ POWER OUTPUT GUARANTEE 9° 1000w"n' fire Rating Type ' Highly reliable due to stringent quality control -bm 800W/m, �"- �. '�Q�� • Over 30 in-house tests(UV,TIC,HE and many more) s.m _ L As a leading global manufacturer ,. �'qr J Inrhouse testing goes well beyond Certification requirements 4'1-409wdm'- TEMPERATURE RATINGS MAXIMUM RATINGS - of next generation photovoltaic �. 3.ro we believe close t 20ow/m� Nominal Operating Cell' Operational Temperature -40-+g5°C products, Temperature(NOCT) {Maximum System 1000V DC(IEC) cooperation with our partners - Temperature Coefficient of PMAx -0.41%/°C Voltage 1000V DC(UL) 11 is critical to success. With local 0.. to.- 20.E 3om 4om 1 presence around the globe,Trina is voltage(v) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 115A able to provide exceptional service to each customer in each market Certified to withstand challenging environmental .Temperaturecaefficlentansa o.os%/°c and supplement our innovative, conditions i reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY .partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial collaboration with 25 year Linear Power warranty Y installers,developers,distributors •(Please refer to product warranty for details) and other partners as the backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m CAL US C Q 10 Year Product Warranty•25.Year Linear Power Warranty �rEB c sAUs Modules per box:26 pieces w Trina Solar Limited I► �Modules per 40'container:728 pieces www.trinasolor.com W00% Atl �t.�I E - tllHonal value fro P w_P E�.,s NEEE COMPLIANT - d90% h7 TdIlO$ol,rs Ilrteor WtTrf CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. t1MP41, o °nty ry0 ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are sub ect to e�p 4rouBmsolar 80% 711 uhasolar change without notice. g -- -- - -- - Smart Energy Together Years s to 15 20 25 Smart Energy Together `aoMPncO .Trina standard "[ Industrystandard I THE Tiinanr bunt MODULE TSM-PD05.18 Mono Multi Solutions - - DIMENSIONS OF PV MODULE - ELECTRICAL DATA @ STC - t; un(t:mm . Peak Power Wafts-PmAz(Wp) � 250 - � 255 ` 260 �.. 265 O • - 941 Power Output Tolerance-PrnAz 0-+3 �. ` , o J F iii Maximum Power Voltage-VMP(V) I 30.3 j 30.5 30.6 30.8 MR-am m,ount ., �AMEPA;E 1 L TH BON Maximum Power Current-IMPP(A) - 627 8.37 8.50 8.61 � Open Circuit Voltage-Voc(V) 1 38.0 38.1 38.2 ( 38.3 0 '. P � ... .. d - '. a..'t: • Y INSTALLING HOLE S ... .. A Short Circuit Cur I A) I 8 f 9.10 MODULE //��►/In� �17�: .. I N.-. - Module Efficiency 0m(9) J 15.3 .. I 15.6 15.9 (.,• .16.2W - •, - d�tl ®� �'r STC Irradiance 1000 W/m-,Cell Temperature 250C,Air Mass AM1.5 according to EN 60904-3. - III/ YY L•7 Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. 1 ELECTRICAL DATA @ NOCT - ® CELL - Maximum Power Volt Voltage -V 18. 8.1' T 193 I 197 li 1 - --. 1 1 Maximum Power Vo -V (V) 28.0 28.1 28.3 28.4 ` _,. Maximum Power Current-lM (A) 6.65 6.74 6.84 ii 6.93 MULTICRYSTALLINE MODULE ba4.3 GROUNDING HOLE l I t ° = �.-, - 'w` Iz-onalN HOLE 'A A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME 1 j:. Short Circuit Current(A)-lsc(A) 7.10 7.17 7.27 7.35 PD05.18 I - - •k' 25 '2 - '• j NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s. - A. Back view MECHANICAL DATA - POWER OUTPUT RANGE # Solar cells 1 Multicrystolline 156 x 156 mm(6 inches) 11 Cell orientation 60 cells(6 x 10) - Fast and simple to install through drop in mounting solution 111 Module dimensions � 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) �j i' - - Y �� -C(9). _ +i - Weight 19.6 kg(43.1216s) t'. ,- f. Glass [3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY _ Backsheet White A-A 4'y Frame Black Anodized Aluminium Alloy - Good aesthetics for residential applications • + (- _ •.'r J-Box '. IP 65 or IP 67 rated fe Cables ^ ` Photovoltaic Technology 4.0 mm'(0.006 inches'). ®~+3 1200 mm(47-2 inches) POSITIVE POWER TOLERANCE I-v cuevl OF PV MODULE t26owl ,P.00 tConnector H4 Amphenot ` r OUDw mi j aoo - Fire Type �UL 1703 Type 2 for Solar City ' Highly reliable due to stringent quality control- - . •OD - • Over 30 in-house tests(UV,TIC,HE and many more) ''0° DDWIRR As a leading global manufacturer O. In-house testing goes well beyond certification requirements ; a G.� sooty m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic pID resistant jt ,Nominal products,we believe close Operating Cell Operational Temperature -40-+85°C Temperature(NOCT) 44°C(±2°C) S a cooperation with our partners .. .? .; _ - i, 3.00 Maximum system } 1000V DC(IEC) . 'i i5 critical t0 SUCCeSS. With IOCOI a .- ,_'.. _ '' ( 2.00 ,' 1 Temperature Coefficient of P- -0.41�/°C Voltage °. 1000V DC(UL) } 11 � t I fi t presence around the globe,Trina Is - - - '0° - Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating {..15A - able to provide exceptional service - 1 Certified to withstand challen in environmental P 2P 30 ,P so TemperatunCoeTcientoflsc 0.o5%/°C 1 to each customer in each market i g g I and supplement our innovative, conditions •ai•PoM reliable products with the backing 2400 Pa wind load } 1 of Trina as a strong,bankable : WARRANTY • 5400 Pa snow load partner. We are committed I r_ 10 year Product Workmanship Warranty to building strategic,mutually f r Ir - CERTIFICATION �I 3 beneficial collaboration with `. ' 25 year Linear Power W arranty -• installers,developers,distributors � c Luus a- ( p y I a _ L= Please refer to roduct warrant for tlelails � and other partners as the °s t backbone of our shared success in i Ezi driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY i lLo EN.0E PACKAGING CONFIGURATION Trina Solar Limited 10 Year Product Warranty•25.Year Linear Power Warranty k, Modules per box:26 pieces w - '- r - �Modules per 40'container:728 pieces ;,l - - www.irinasolaccom ( oose �-----_^-- - ---� - AddlHogal vol e 90% - e�oryT Tilnv SOIc!S llnep!{.yalfrynty. - - CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pOMPATjB ° ° - • 02015,ina Solor Limited.A re Specifications eluded in this datasheet are subject to vg f'1�ry (` /'yF^ � ry (` /yF^ r tl:All nghts served.Specfi ons in 1 ti 4n -rill .11 0 80% "- • .-.,. 'PY onasoI\..11 .change without notice: .. + Smart Energy Together , Smart Energy Together �a m ` Years 5 10 IS 20 25. - MMPP'Cv .1 3 TrtrI standard_ ,.Fa In,9ii;tryitand7 l f 1 4 ` 4 - ` =ooSingle Phase Inverters for North America-US/SE6000A-US Volar - nnnn SE7600A-US/SE10000A-US/SE11400A-US ;. SE3000A-US SE3800A-U5 I SESOOOA-US I SE6000A-US I SE7600A-US SE10000A-US SE11400A-US OUTPUT 9980 @ 208V SolarEdge Single Phase Inverters QC Nominal AC Power Output 3000 3800 so00 6000 7600 100.09.1,240y, 11400 VA f— Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America ... ... ..... ....... .. .. .. ........ .. 5450.@24°y........ . . .... ......... .10950.�240V. ..... ......... ........ AC Output Voltage Min.Nom:Max!3( 183 AC -208-229 Vac - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ....Output......... .Voltage......Min....:N...om:.......Max.(ti...... ................ ..... .......... . ...�................�......... ........�........ . .............. ............................. � � � � SE760OA-US/SE1000OA-US/SE11400A-US 211-24°-264Vac ............... .......................... ................ ................................................ .................................................... ........... country setting 57-60-60.5 Hz AG Frequency Min.Nom;Max:........ ................ ..............59,3:60-60:5(with Hl co.,--ry ,-..-g....-..._,.,..),.....-,.,,-. ,,.,._,--... 0 Max Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 2OSV 47.5 A ...............I............... 2?.C,.240y.... ..................42 @.240V... .......................... . GFDI Threshold 1 A ............... ................. ........ ........ .................................. ...... ........ ... ....... ....... ... a3 ? Utility Monitoring Islanding Protection,Country Configurable Thresholds Yes Yes !' INPUT _ vert`4`" Maximum DC Power(STC) 4050 5100 6750 8100 30250 13500 15350 W ei.. ............................... .... .im................................. ................ ................................................ ................ ......... / .... T`f� n.n5 �. � Transformer-Iess,Ungrounded Yes 500 Vdc ........................................................... .... .. ..... ........................................... .... ... a,�WaRaotY it Nom.DC Input�.. �ati�is�.i,..,. �r `'+ a .. ...............V....o..l..t..a..g.e.................. ........ .......I.. .......... .. ?5:5.(a1.240 .5.I...2.0..8V../..3..5.0..@I..2.40..V..... .- . I V..d.c .. ...... ...:... ................. ........ .......... @ ............. ............... 33@ 208V... .............. a Max Input Current(( 9.5 13 V 18 23 30.5 V 34.5 Adc ... ....... .. ..................... . �. Max.Input Short Circuit Current 45 Adc Reverse Polarity Protection Yes .................................................................................... ........ ................................. . Ground Fault Isolation Detection 600ka Sensitivity 'cienc 97.7 95.2 98 3 98.3 98 98 98 Maximum Inverter Effi y . • . CEC Weighted Efficiency ....97.5......I......98......I.97. �t,24OV:.I......97.5.....I..:..97.5....... 97 @ L.....97.5....... ..../..... Nighttime Power Consumption I <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) ............. .................................................... ......... Revenue Grade Data,ANSI C12.1 Optionall3l ............................... . ........ ........ ........ ................ ...... tt Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) STANDARD COMPLIANCE Safety..,..._ UL3741,UL16998,UL1998,CSA 22.2 ' }' rid.Connection Standards IEEE1547 .. Connection. ........ ................................... ........... Emissions FCC par US class B _ i t INSTALLATION SPECIFICATIONS a `( AC output conduit size/AWG range 3/4"minimum/16-6 AWG .3 4. ..minimum/8..AWG .... RY. ..... .............GF. n .. .. ...... um ,......... ....... . 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........................ 30Sx12.5x7.2/775x315x 184 a Dimensions with Safety Switch 30 5 x 12 5 x 10.5/ m/ 775 x 315 x 260 mm 1 Weight with Safety Switch 51.2/23 2 54.7/24.7 88.4/40.1 Ib/kg i .. .... .... Natural convection - � Cooling Natural Convection and internal Fans(user replaceable) - fan(user The best choice for SolarEdge enabled systems _`eP'a`eab le)...... ............................................ . - Noise .............................�25 <50 deA.... - . ........................................... .............I................ .. 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 available(')) `F/-C ,. ,Protection ........... ..................................... ......... - Superior efficiency .................................................... .............................. .... y Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket For other regional settings please wnta tSolartdgesuppo . Ili A higher current source maybe used,the inverter will limit its input current to the values stated. — Built-in module-level monitoring 01Revenue grade inverter P/N:SExz><xA-US000NNR2(for76DOW inverter.SE7600A-US002NNR2). . I<i Rapid shutdown kit P/N:SE10MRSD-Sl. — Internet connection through Ethernet Or Wireless mA0vmslon P/N:SEn A-US000NNU4(for7600W inverter.SE7600A-U5002NNU4). - - Outdoor and indoor installation I — Fixed voltage inverter,DC/AC conversion only 1 - - Pre-assembled Safety Switch for faster installation — Optional—.revenue grade data,ANSI C12.1 sunsae v USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOIaredge.u5 r r