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0274 WEST WIND CIRCLE
17� �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 Parcel 12:101„0 Z 'BUILDING DEFT Application #ts Health Division DEC 12 2016 Date Issued Conservation Division Application<Ve TOWN OF BARNS TABLE y'' ` Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannisu-fit n/ Project Street Address Z 74 "5T olxlp < Ile psireI/Z�GF� Jj�iSZ OZ G 5S Village *71r e LC� Owner ra" A�. It c',/?.4,y7 e4e&g GLAddress 2 74 ZWsr Al cvD C/,e Telephone "4�Af , Permit Request Square feet: 1 st floor: existing r5"4 iis4 proposed 2nd floor: existing oN1proposed*04'4-Total new 0 Zoning District C Flood Plain Groundwater Overlay Project Valuation Construction Type AooD ?5?0,V'6 Lot Size 3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family IR. Two Family ❑ Multi-Family(# units) Age of Existing Structure /I"XO Historic House: ❑Yes El No On Old King's Highway: ❑Yes A No Basement Type: I Full ❑ Crawl ❑Walkout ❑Other f Basement Finished Area (sq.ft.) 7 Z o Basement Unfinished Area (sq.ft) Y34 Number of Baths: Full: existing 3 new O Half: existing A'ooa t e- new yyG Number of Bedrooms: Z existing —new Total Room Count (not including baths): existing .S new First Floor Room Count s Heat Type and Fuel: Ad-Gas ❑Oil ❑ Electric 60ther Central Air: ❑Yes 9No Fireplaces: Existing New U Existing wood/coal stove: ❑Yes QWNo CD Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ /_9 Attached garage:0-existing U.new size _§bed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes OR(No. If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 11?D46E/17- zr- Aels ra (L7u,/d.9 Telephone Number 7 74%'Z 3 8 - 2 4 32 cs o 3g� g3 Address �45� o�yxi�� ilir9iL 17i1• License # Home Improvement Contractor# Email C71)7Y57-.o<V 4147- Worker's Compensation # A199 ,e ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_ .v� FiCC SIGNATU v �� DATE ,2 r FOR OFFICIAL USE ONLY 'APPLICATION # DATE ISSUED r j MAP/ PARCEL NO. ADDRESS VILLAGE , OWNER DATE OF INSPECTION: , FOUNDATION FRAME - INSULATION FIREPLACE ; ELECTRICAL: ROUGH FINAL r. PLUMBING: ROUGH ` + FINAL , GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. I� . 27w Commo7tweah*afMassadiusetfs Department of rudustrial Acadenft Office of1mwsligadom 600 Wash'urgton Street Baston,AI4 02111 wwnt masmgorldia Workers' Campensatian Insurance Affidavit:Bmlders/Contr actarsMectricianslPlamhers AppUMUt InfarmaisaII Please Print I bIY Dame ahmmm/Grgairatirm hdrvidua o 6 C>z T" 7�1/J U 5 To Ad&ess: �G UomwiE oR/Aft l7R. Citgt tabeP d ✓tGc 026S5 anew' 40 Are you an employer?Qreckthe appra ' te'bo= ' Type of project(required): I-❑ I am a employer with 4. ❑I am a general contractor and I 6_ ❑New consttuctica employees(full andfor parwime)_* have hired the sub-contractors t am a sale gropfiietoff orgattaer- listed on the attached sheet I- ❑Ronode� ship and have no employees These sub-condractas have 9.- Demolition 1 es aadhare workers' wa>�ng forme in any ty. �o 9. ❑Building addition'. INQ iTdda�iS'comp-can rmce comp-snervarxp required-] 5. ❑ We are a corporation and its 14❑Electrical repairs or additions 3-❑ I am a homeowner doing all work of haveexercised their 1 L❑Plumbing repairs or additions. myself [N �-o-woikns' right k of exemption per MGL ?❑Roof repairs , ceq��l� c.152,§1(4h aadweEweao . employees-[No woAcers' 13_ then S!/N G K comp-insurazme require&] #Any apgf<cKmtffstchedmb=ffl Est also filloml*e sec ionbeiowshaning 1heuw=Rere=3pP++aatimpaliicyinfiorm8fiam t Homeowners who submit dds sfiidzvil i g they axe 3aing sIF��ated t�hite outside contxaciars�sohmit a new affidaeR mdi®IIag such tcan nmrstbat chezEtYs box mast attached txa srutinnsl skeet stowingthenmeof the sub-contracto-xss d statewheth"or mot those exdideshsve mp'kYees•Ifthesub•co�shave employee%tfieym srpmvi&theu warke&cmzp.pol�numhez I am an empLapi,thatisprmidhrg worirers'compm- stdfan inmirance for ml'¢nrplo3we& SeIoav is$te policy a>zti job rite informa6m Imsurance company flame: Po-ficy 4 or Self-inns.Lic_4 Expiration Date: { Job Site Address: 2 T o ZGSS' ?4 Gl4cST,Grii�vb �/'2 e�� c�y fstatef2�p: OS t6,e «e�E ."IM.. Attach a copy afthe workers'corapensatioapolicy-dedaration page(showing the policy number and eViration date). FaRrm to sew coverage as required under Section 25A of MQ.a 157 can lead to the imposition of criminaI penalties of a fine up to$l,SOQ00 andfor one-year imprisonrnei�as well as cif penalties.in flee foam of a STOP WORK ORDERand a fine of up to$250_00 a day against the violator. Be advised that a copy of this statement may be fxvmded to the Office of Investigations of the DIA for insurance coverage ved&atim I&hereby tk POIT mid penaWks afyo •urp tJ.*at the fnfnrmafiws prodded abzn a is bare mid correct Date � Phone Ojoidai use anly. Do rtat avrite in thb area,to be campleted by taip artotrn a,ftiat City or Town: PermitfLiceuse:g Issuing Authority(drekOne): L Board of I e2hh 3 Building Department 3.C#ylTo a Clerk 4.Eechried inspector S.Pl a ibbg Inspector 6.Other Contact Person: Phone 9: — — - - 6 i i Taformation and Instructions hfacsa_ch setts CTeheral Laws chapter M rer=es all employees`to provide wa ix&compensation fur their emaployees_ Pursuant-to this sue,an.funpIoy�is defined as`�--evarY person in the service of another under any contact of liar express or implied,oral or written." An eznployer is defined as"air indrvidnal,partaes�,association,c mporation or other legal entity, or an two or more of the R=goi ug engaged is a joint eateaptise,and including the legal of a deceased employer,or 9ie receiver or trustee of an individual,per,association or other Iegal entity,employing employees. However the owner of a dwelling hose having not more the three apartments and who resides therein,or the occupant of the - dweIliag house of another who employs persons to do mace,construction or repair work on such dwelling house or on.the grounds or bm In appurtenant thereto shall not because of such employment be deemed to be an einployea." MGL chapter 152,§25CC6)also states that"every state or local licence agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for rap applicant who has not produced acceptable evidence of compliance with the ks -an ce.coverage required" Additionally,MGI.chapter 152,§25C( )states"Neither the co®mNFm m nor any of ifs political subdivisions shall enter info any contract for the puce ofpublic wad until acceptable evidence of compliance with the insmance. regtirtments of this chapter have beenpreseutedto the confractiag aothai*." Applicants Please fill out the wozlce s'compensation affidavit completely,by cheer the boxes that apply to your sitnation and,if necessary,supply sub-co (s)name(s), address(es)and phone— er(s)along with their certificate(s)of insuuance. I,mmitDdLiabilkyCompanies(LLG)or Limited Liability Partnerships(LIP)withno employees other than the members or partners,are not required to carry waiters'compensation fisnunce. If an LLC or LLP does have employees,a policy is required. B e advised that this affidavit may be sabmTi`ti-,d to the Department of Industrial Accidents for confirmation of msm-duce coverage_-Also be sure to sign and date the affidavit. The affidavit should beretrnned to$e cify or town that the application for the peo=tit or license is being requestA not the Department of TTdI r.stri al Accidents. Should you have any questions regarding the law or ifyou are required in obtain a workers' compensation policy,please call the Department at the number lisind below. Self-insured companies should enter their self-ranee license number as the appropriate line. City or Town Officials t _ Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bott= of the affidavit for you to fill out in the event the Office of Investigations has to coact Yon regarding the applicant Please be rise in fill in the permitllicense number which will be used as a reference number. In addition,an applicant that must Submit multipIe p enn-di icense appiioations in any given year;need only sabmit one affidavit indicating eun-ent policy in�rnatian(if necessary)and under`mob Site A d 1r_ress"tie applicant should wnte"all locations in (c�'or town)-''A copy of the affidavit that has been officially sped or marlted by the city or to may be provided to the applicant as proof that a valid affidavit is on file for fufure'pen its or licenses_ A new affidavrtmvst be filled Out each year.-Where a home owner or citizen is obtaining a license or permit not related to any busin=or commercial vet Cie. a dog license orpermit to bnm,leaves etc.)said person is NOT required to Mete this affidavit The Office of Investigations would like to thank your ja advance for your coop eraiion and should you have any questions, please do not hesitate to give us a call. The DepartmenfS address,telephone and fax numbs. -ft of Massachnsze-tfs ' O:M=of lvestigatio.= 604 woman Tt,-1.4 617 727-4 ext 406 or 1-977-MA.SAFR Fax 617 727 7749. Pevised4-24-07 AWC Guide to jPoad Consfracdorr,in Hi�,lr Wjrid Areas_110 mph Find Zone Massachuseffs Checkbst for CompiianCe Cm a4R 301:2.I.l)' a,=k _ Compliant 1-1 SCOPE•: ..11D mph Wind Spepd•(3-seo -B Wind Exposure Category ..._ ._ -- -----_ ----___-___-_ Wind Exposure category ...............Engineering Requ"usd For Ftt6re Pro)ect----------------....-----__._.._...._C 1.2 APPLICABILITY Number of Stories(a roof whirdt exceeds 8 in 12 siape shall be considered a story) stories s cis orries 12-12 Roof Pitch (Fig 2) - -"-_-- Mean Roof Height _ (Fig2)-- -_-_- -- - - di Builng Width.W Building�9 .L __ _------------ �g 3)- ---_--._ - `MY Building Aspect Ratio(Lll _- Fg 4)-- ------ . :--- `-3=1 Nominal Height of Tallest Dpening7 _ -----(F9 4)- 13 FRAMING CONNECTIONS General cornpbrice with framing connecZons-.-__:-(fable 2)_ _---_-•- 2.1 FOUNDATION Foundation Walls meeting raq gr•ements of 78D CMR 54D4.1 Concret---. -----------•----•------- ---------------------------------------------------------------------------------------- Cancrete Masonry ------ -- -_- - -___._._ 22 ANCHORAGE TO FDUNDATIDN1'3, 51a'Anchor Boltsdmbedded or 5/B-Proprietary Mechanical Anchors as an altemafive in concrete arty Bolt Spacing-general-------------------------------------:gable 4)---------- __.-_ < in. Bolt Spacing from end(oint aF plate--- _(Fig Bolt Embedment-concrete-_- -(Fig 5)--- _-__-- -in.>r Bolt Embedment-mason _-__(Fig --- ?---..-_-_-_ irs_>_15' Plate Washerr-. _.-__-------(Fi9 5)------- -}3`x Y x 3.1 FLOORS - Fioorfiaming member spans checked ---- —(per 7B0 CMR Chapter SS) Mwdrnum FloorO'pening Dimension 6)-------_------------•--__.-ft_1Z' Full Height Wall Skids at Floor Openings bass than T from Exterior Wall Fig 6)--------------------------------------- Mt)drnUm Floor Joist Setbacks SuppDtting Loadbearing Waifs or Shearwall---- i ` Maximum Cantilevered RDor Joists Supporting lls Lnadbearing Waft or Shearwall_-.--(F9 a)-------- -- - ----'--- c FloorB racing at Endwalis-.__-..:___- --------_-(Fig Floor Sheathing Type --- Floor Sheathing Thickness CMR Chapter 55) __ in- Floor Sheathing Fas e:rimg__--------_-_•---- --- -_(fable 2)__d naffs at in edge/-In field 4-1 WALLS - Wall Height Loadbearmg walls__._. --_---------.------Fi910 and Table S) ft 51 D' Non-Loadbearing walls__ (Fig 10 and Table WAII Stud Spacing ___ _-.---=- ----(Fg 10 and Table S) __ -irL_<Z4 n.0 Wall StcxY Offsets __-- --. -- _-(Figs 7&8)- -._---_.___ _ft s d ` 4-2 tDCTERI OR WALLS' Wood Studs - LrradbeariPgvWs-_ ___.___. _ (TaTaie�)__----.__._.__..__.Lk - ft in. _ Non=lnadbearing trans._ _.__--__ --------•-:{Table Gable End VM Bracing' Full Heig Endwal]Studs------- -•-=---�9 10) -_ -- ---- -- WSP-AtSc Floor length ___ (1 tg 11)_--- _-__ - ft z-VO - __�(Fig 11) - ft z 0.9W - . .Uypsusn Ceiling Length Cif YJSP not used)-- ' (F --------------- t- - and 2 x4 C;bnf uous lateral Brace Q B ft.o-c-_(Fi911�---------------------------- ----- or 1 x 3 ceilingfurring strips IT spacing.rtim-wfth Z x 4 blocking @ 4 f-spacing in end joist or truss bays Double Top PIaEe _ --.-(Fig 13 and Table 6) Specs:Length ------ - _ SpEce Connection(no.of 16d Common nags)- (Cable 6)__ -- --•-----• - A TYC guide to Wood Construction in High end Areas: 110 firph ff'rrrd Zone ' Massachusetts Check for Compliance(7so C&1R5301.Z l_1)i Laadbearing Wall Connections - Later-ill(no.of 16d common naffs}______.-. (Tables 7) Non-Lnadbearing Wall Connections Lateral(no_of 16d common nails) ._—(Table B) Load Bearing Wag Openings(record largest opening but check all openings for cm pliance to Table 9) Header Spars _____ __._--(Table 9) _�_ _ft h 5 11, Sill Plate Spans _.._-- -- ---(Table 9)- —_._.�.-__It_in.:<11' Fug Height Studs (no. of'sfiids) ..--(Table 9)_— ---_-_- �. Non-LMd Bearing Wag Openings(record Largest opening but check all openings for compliance to Table 9) Header'Spans,------.—_______- -- ____—(Table 9)--__ _ _It, in.512` Sig Plate Spans--_-- - " _____(Table 9)_ - —ft_irL 51Z Fug Height Studs(no.of studs) _(Table 9)---- _— l5cin or Wall Sheathing to Resist Uprdt and Shea[Simulfaneousv - Wmim rm Burlcgng Dimension,W Nominal Height of Taliest Opening? _._�6`8` j Sheathing Type-- --._-_-_--(note 4)--_—_�_-- -- - Edge Nail Spacing—__ ---(Table 10 or note 4 if Feld Nail Spacing—..._ - _--•(Table 10)_--- _ _—_-- in, Shear Connection (no-of 16d common nails)(Table 10)-. Percent Full-Height Sheathing.-_---_-(Table 10)-,----- _-_._._-_% j 5%Additional Sheathing for Wall with Opening>.6W(Design Concepts) i ' j Maximum Building Dimension,L Nominal Height of Tallest Dperting2—-----------------------_---------------------------------___<6'8` Sheathing Type.__— -------(note 4)--- __--_---- Edge Nail Spacing-__ -_(Table 11 or note 4 if less)-- ---- il:L Feld Nail Spacing-— ___—.__(Table.11)_ ,__ -.._—__ in. Shear Connection(no. of 16d common nails)(fable 11) Percent FuLLHe:ight Sheathing_ (Table 11)__ —% 5%Add-rtionai Sheathing for Wall with-Opening>6'B'(Design Concepts)_ - Wait Cladding _ Rated for Wind Speed? 5_i ROOFS Roof fuming me mber-sparis checked?--_— .(For Rafters use AWC Span To_ol,see BBRS Website) Roof Overhang __--•- __-•-- ---------_-__--(Figure 19)____:_ __-. ft_<smaller of 2'or Lf3 Truss or Rafter Connections at Loadbearing Wails Proprietary Connectors UpuP----._-__. -_ (Table 12)___ U= plf Lateral----_—_-- -.—.----(Table 12) --L= pff Shear_._-- �_ --(Table 12).--. - Ridge Strap.Connections,if collar ties not used per page 21___ (Table 13)_-_-___ .._-_.T= plf Gable Rake Outlooker___------------_--_- .-----(Figure 20)..__... ftssmaner0f2'orL/2 Truss or Rafter Connecfions at Non-Loadbearing Walls Proprietary Conneclnrs - Upfrft�--_--- --__ .(Table 14) — _—U= ib. Lateral(no.of i 6d common nails)--(Table 14)-----------------------.-------,-_-L= . lb. Roof Sheathing Type---_____ (per 7B0 CMR Chapters 58 and 59)---,-------: Roof`Sheathing Thickness—--_- _ __-- _ _in-?71161 WSP Roof Sheathing Fastening___- __-.(fable 2) Notes- -1. . This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of 7BD CMR5301.7-1.1 Item 1. ff the checklist is met in its entirety then the following metal straps and hold downs ara not required per the WFCM i 10 mph Guide: a_ Steel Straps per Figure 5 - b. 2b Cage Straps per Figure 1 f c- Uplift Straps per Figure 14 d_ All Straps per Figure 17 e_ Comer Stud Hold Downs per Figure 1aa and Figure Iab Z 'Exception:Opening heights ofup to 8 ft.shag be permitted when 5%is added to the percent fu"eight sheathing - 'requirerrients shown in Tables 1 D and 11. 3 The bottom sib plate in extirior wails shall be a minrnum 2 In-nominal thickness pressure treated 172-grade. fV AFYC Grcide to Wood Consfruction in I�i�atr ) rrd.4reas: IIO.rnph WhsdZone Massachusetts Checklist for Compliance(7so CrAR 5-01211:1)' 4. _ a. From Tables 1 a and 1 i and location of wall sheathing and Building Aspect Ratio,determine Percent Full--Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shall be Installed strength Em' paraAel to studs. . I All horizontal joints shall occur over and be nailed to framing. uL . On single stD y construction,panels shall be attached to bottom plates and top inember of the double top per• iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at iwftnm of panel Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V.—Horimntal_naM spacing at double top plates, band joists,and girders shall-be a double row of Bd staggered at 3 inches on center per figures below:Verfical and Horizontal Nall gig for Panel Attachment b. Glmdng pratatdon:a)'hew house or horizontal addition—required if ppject•ls i n-Ae or ctoser to shore(generally,south of Rte.28 or north of Rte_6) b)vedt cal-addition—not required unless there'is extensive renovation to the first floor c)replacement w•vidows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWC)websrit TS IDGEREM OH MAU=USEtd WAI5 AT6- - u u K H - rt n11' , r ,r l a t- A �! �a 1 r a a t , a• 1 m rz f1 , [ 1 (r al 11— - 1 - •ES i[ 41 I 1 f Ill I Cr D ,a ll [[ 1 [ ) E� �' 11 11 IL It ) 1 E zu n 11 i 3lflt tt .1 9 t[ r:E .� tl.t/ "s S it 0 It, ii ; rhDFt It Ir 1[J1 ftA>LS�AL1CX` �`� WAX PA7Tl3 i PANEL AUIIBf�HkIHJGESPACM DErAL See Datafl on Next Page Detail Vertical and Horhmnlal NatTing � Vertipl WW Nurizantal Nailing for Panel Attachment for Panel Attachment - t Town of Barnstable Regulatory Services ` IMM Richard V.SmI4 Director 16"3 �`�' Buil&ng Division. Paul Roma,]Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-79M230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize eo B 6R7 T. Al U 57'O to act on my beb4 in all matters relative to work authorized by this bu din Q permit application for. 2 7 &.5-7- AVI) (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner tore4pplicant r R0 Print Name Print Name Date Q:FORMS:OWNERPER nSSIONPOOIS Town of Barnstable - Regulatory Services dF Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 1639. a� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number shEet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures..A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-faunily dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);_provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page- this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 0620/16 C• 2 X 2 SPINDLES 5.25" O.C. +/ TYP. . I 36" oe 000 2 X 10 P.T. JOISTS 16" O.C. c0P 01 000p 2-2x10 PT BEAM /[oo 000 o m a' 000 2"x 4" BRACES 00 v 90" +/- 00�., 6" X 6" P.T. POSTS r CROSS NOTCHED & BOLTED BRACES POST SUPPORTS I Grade POST 10" DIA TUBES " n 48" SUPPORTS 48"'X 42" x 6" CONCRETE PAD 10" DIA x 36" DEEP FOOTINGS (2 PLACES TYPICAL) 20" DIA BIG FOOT or 22" SQUARE FOOTINGS -48" DEEP Specifications:: (3 PLACES TYPICAL) 1 . Attach ledger with Ledgerloks at 7" O.C. staggered pattern. Tension ties shall be 4 each Simpson DTT1 Z using Timberloks into top plate or wall studs(field decision). 2. Attach 4x4 railing posts with lags or Thruloks, & add P_ROP_OSED_REPACEM.EN_T_SUNDECK 14_X_1_6' Simpson DTT2Z if needed. 3. 2x4 PT braces at corner posts 24" down at 45 degrees. 4. Stairs shall have 4 stringers to support PVC treads. OW--N.E.RS: JOAN & ART CORNELL Rise = 7 3/8" +/- Run = 10 3/4" +/-. Provide mid-span Z 7-4 WEST WIND CIRCLE bracing & mount posts to footings. OSTERVILLE, MA 5. Install hurricane ties at beam-to-joist connections. 6. Install continuous handrail at one side of stairs. RQWlI_BY• ROBERT J. MUSTO, BUILDER DATE: 12-7-16 PAGE 1 OF 3 r.. EXISTING SINGLE FAMILY DWELLING Fj DECK JOISTS PARALLEL WITH HOUSE JOISTS �5/4 x 6" PVC DECKING i OVER 2" X 10" P.T. I 4" X 4" POSTS JOISTS 16" O.C. WITH TENSION TIES (TYP.) CONTINUOUS HANDRAIL 4► _10' -9" +/- (ONE SIDE OF STAIRS 171 14' zX 12 TREADS BUILT-UP 2-2"X10" D o 13 RISERS PT GIRDER 0 z �? W/CENTER SPAN BRACING G) x 1 , 4„ ' 6'-8" 6'-8" 16' P_ROP_OSED_R.EP.M.EM.EN_LSUN.DECK =14_X 16' OW__NERS: JOAN & ART CORNELL WEST WIND CIRCLE OSTERVILLE, MA _DRAW_N_B_Y_: ROBERT J. MUSTO, BUILDER DATE: 12-7-16 PAGE 2 OF 3 � I 5/4 X 6" P.T. 2" X 6" P.T. CAP RAIL CAP RAIL Or x 2-5/4 X 4"SUB RAIL 2"X 4"SUB RAIL & BASE RAIL & BASE RAIL 2" X 2" 2"X 2" SQUARE EDGED 36" SQUARE EDGED 3611 P.T BALLUSTERS BALLUSTERS D 5.25"O.C. 5.25"O.C. 4"X 4" POST 4"X 4" POST / I DECK FLOOR TYPICAL RAIL DETAIL TYPICAL RAIL DETAIL OPTION "A" OPTION "B" Scale 1" = 1'-0" Scale 1" = 1'-0" PROROSED-REPAC.EMEN_T_SUN.DECK=14_X-1.6' 9WME.RS: JOAN & ART CORNELL WEST WIND CIRCLE OSTERVILLE, MA RAWINLB_Y_: ROBERT J. MUSTO, BUILDER DATE: 12-7-16 PAGE 3 OF 3 , I I Massachusetts Department of Public Safety Board of Building Regulations and Standards I License:.CS-039693 I Construction Supervisor I d �i,k�i� ,•y f ROBERT J MUSTO Lk I 1 105 BONNIE BRIAR DRi OSTERVILLE MA 01665 l Expiration: I ; Commissioner 12/06/2017 • � C��u irrnutmtarrtarri�l�,sfGY��/�s�artr/rugr,/la ' ac_ Office of Consumer Affairs&Business Regulation II ( gi HOME IMPROVEMENT CONTRACTOR K Registration: 108639 Type, Explratlon `,8120/2018 Individual ROBERT J.MUSTi6. Robert Musto '4f 1 j 105 Bonnie Briar Driwe Osterville,MA 02655 l Undersecretary t p i 1 f /HEREBY CERTIFY THAT TN/S LOT/3 NOT ZocATEO /N FEOEiPAL FCC.000 HA ' ;q"AS SW WN ON THE FERERi4k F400P INSURANCE RATE MAP FOR THE T T x-Ommawry PANES. NO.ps O,0M. i EFFECT/YE GATE' BER MONK, R.L.5 PATE NOTE: NORTH ARROW NOT TO ~O BE USER FOR 504AR PURPOSES. Z Z NN 0 � ...WEST WIND CIQC4E y roa.oo� U a OF _.50 ,LOT. .....__4 9 � ,L..�. _� . �jN � o � 4.5' So y � O cl z•o a.s o I° p a o EKISrING - Z ° § 0 ry FOUNDATION 6 Cn n N y 4 �.• DN � _ r � p � �� i3 a ioo.cao' WN 0� ' p � co THIS R4Or PLAN WAS NOT MADE FROM FOUNDATION 4OCAT/ON PkAN w' AN /NSrmofENT SURVEY ANQ 1,5 FOR THE LOT.,(�(� C �IQ O le. USE OF THE BANK ONL Y. UNDER NO , CIRCUMSTANCES ARE OFFSETS TO BE USED FOR FENCES, WAkkC, HEDGES, arc. OMWEO BY: So. \/AQM0 L)TH NtA .��`V of 414ssq ARRO)V ENGINEERING INC. ROBERT J:•. , 60 EAST fi4d M011TH HIGHWAY t '= PIn�IO trY E.dST F.4�C►MOUTH, AMA. 0�2536 s RAY ! y N0.215t3 i o J CAL kc RATE; SHEET DRAWN BY ChEMEOBY APPR BY: PLAN NO. ,/7;L/ /ZE/Z TM� TOWN OF BARNSTABLE Permit No. ----------2807b------- _Builduig Inspector ,, Cash 1639. 1 - - ----- OCCUPANCY PERMIT' Bond X_ r Issued to Theo Construction Address- lot #49 274 West Wind Circle, Ostervillet ! Wiring Inspector � a���, Inspection date Plumbing Inspector �-� Inspection date Gas Inspector Inspection date �y Engineering Department Inspection date I Board of Health Inspection date _ p THIS PERMIT WILL NOT BE VALID'—ANtrTHE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION�119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. G z l 19_ � ........ _... �, Building Inspector `•hCp • `` �,,�� '�•`ew TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 se8as: S TOWN OFFICE BUILDING � rua i619' HYANNIS, MASS. 02601 MEMO TO- Town Clerk FROM: Building Department DATE: An Occupancy Permit' 'has✓ been issued for the building authorized by Building Permit #_ _.2 � _ .___._................................... .._..._......... issuedto ._.._._................_._....�._._..._.�.....�..__..._........_......._......... ................ ................ ....�..�._.. 4�/: Please release the performance bond. r I • � :4 a I HEREBY CERT/FY THAT TN/S 1.07/J NOT LOCATEO /N F,LOOP HAZARD Zdwe AS SHOWN ON THE F£PERi4.4 Fl.000 INS41RAN0E RATE MAP FOR THE TOWN OF xr T ,�iNMUN/TY PANES, N0.?s'0001't""92 EFFECT/YE OATS 2o-oi-s3 6i�zo/8S BER rONP, R.L.S PATE NOTE: NORTH ARROW NOT TO BE USER FOR 804,49 PURPOSES. � y oox oo � WEST WIND CIQCLEa 100,00 call 1,D_.T _50 ,LO.T__-._,4.9 - ,L.LQT�B__._. o 4.5 �p' e 20.E yea ?•� . �a.s o a FOUNDATION") ' ? o �3.98 4.0 Q ~ ya 'N o . if /00.cam' , (J) oco D *x , o � C5 TH/S Pl or PLAN WAS NOT MAoE mom FOUNPAT/ON 40C4T/ON PkAN AN /NSTi Af rNT SURVEY ANG /S FOR THE �O','- 49 l/SE OF THE BANK ON,G Y. UNDER NO CIRCUMSTANCES ARE OFFSETS MBE f�;)A2 d S TAja L_ E M USER FOR FENCES, WA4k%5, HEPGES, '47C. OiYlVEO BY� 50, VA?-MOUTH MA �LSN OF nfgs AWON ENGINEERING INC. 60 EAST Fi4,L�1011TH H/GHI�f�,4Y RoaER rz E,�sr FA�.MOL/TH RAYPIOND `; ♦ v ��• 0 3 No.2153� , •o •SCALE: DATE SNEE71 DRAWN BY-' CWMEMY. APPP BY: PI,AN NO. ,:� J a� Doz- .f Qss Rsor's map and lot number ........../�./..- . .. ..G. r y-,7 Se*age Permit number ............................... .............. .. • 1; 339Sd9TADLE, i House number . .....:..... ... ...........................:......' y NAG Epp,03q. TOWN ,OF BARNSTABLE , BUILDINS INSPECTOR APPLICATION FOR PERMIT TO ........... ..6 . ......................................................... ............ TYPE OF CONSTRUCTION ..........!.... ..... s:....................................... .................... .....19. � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... f�.. ..... �.FY. ..�I, �.a'D.....4 �i•�r� ........ .rl..T . . ............... ProposedUse ...... .{./..YV.> ............. ......................................................................................................... ZoningDistrict .....................Fj. .......................................Fire District .......................v................................................. Name of Owner .... % j � ��.... Ll��..Address ............ �- .Y .J?�✓�I 11............. Name of Builder .. ,1./. �..��/Tt / /� „��f_�....Address ........... r...... /..T..?`l.f!j �[�•• 1 ............... Nameof Architect ......................................:...........................Address .................................................................................... Number of Rooms .3.15. E ,✓.1. Q�/?�... /.' �C�"vl��.6F..... /���r t L ..T.. ..,.. .. . . Foundation ....... ... Exlerior .......W� .1..1-.C..1t Q.t .. �.>'�,�fi .Raafin9 ......./ J. 1Y1.7......d4616. EFT.... Floors .................. / .�-�.l�L T..:�..............................Interior ............. ky...... J........................... Heating ......./�-O..�.W/7-L.TI.A... •( I......Plumbing ............... ....1 ?.J.............................. .................. ..............................................Approximate. Cost Fireplace pp 3er .. . . ... ............. Definitive Plan Approved by Planning Board -----------_____-_----------- ...............�'.......................... � ,I t�N Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 � t 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 . e !I�....CL��z•• •• • ....... -r7�.�i t Construction Supervisor's License ..., �.�.. f .... THEO CONSTRUCTION f 4 m c� ....+28076.. Permit for ...One St Y.............. Single Family Dwelling.................... Location Lot 49, 274 West Wind Circle Osterville ............................................................................... Owner Theo Construction Frame Type of Construction .......................................... ............................................... ............................... -Plot ............................ Lot ................................ June 26, ermif Granted 19 85 Date,of Ins ection Date Completed • Assessors ma and lot number . ���.p �....; .�..,......... ..+ THE TOE y-17Kf SevYage� O@rmit number ..., d� r� y B,BH TOBLB, i House number :.`.:. '•� J 1 ` r rasa I O 39• �0 0 YPY Av TOWN OF •BARNSTABLE BUILDING INSPECTOR � S APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ................ / !:. ......... . ' :::1 . ��.......................................... I ............... .. ..,._ ......I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. �., �.H/. .... �✓ • 1! '�°n/, �..... ,::/..! C`. ........ 2.:°/,% �r , /.�.. �: .............. ProposedUse ........?.. .. !9 `. -./,: .. .................................................................................................. Zoning District .................... (.:.......................................Fire District .......................V................................................. I Name of Owner .... 4 K'A .�,�.... !���, Address ............„�Q ,ti,. �. .� '� �../.d„ ;!�............. Name of Builder . .f1ge-t' T'�....1.!(����.����,<,'�,��� ...Address ........... '�_ 1..��..�l �� �/� �/• �,�-�............... b Nameof Architect ..................................................................Address .................................................................................... Number of Rooms 3. /� /!/. .�`?�,.. Z . .. Foundation ........ 4"" (/ Exterior ....... Roofing .......` ....... ,A .1 .. .... • � ..............................Interior . ° ......Floors ................... . ....................... . Heating ......14.6...T..!,.MA .C. 4/ /`f .... ..Plumbing ................ ...../.?.f %/` .. ............................ Fireplace /��f".............. ...............................Approximate. Cost S� 7� t` . ..!?� . .. ........... Definitive Plan Approved by Planning Board ------------_______-----------19_______. Area ...... ................ Diagram of Lot and Building with Dimensions Fee pp' SUBJECT TO APPROVAL OF BOARD OF HEALTH j I 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 ..... Construction Supervisor's License ....O.I.K'/'..,,, /.,,. THEO CONSTRUCTION A=121-11-26 No ... Q76... Permit for ....One...Story ............. ...... . . ...... Single Family Dwelling .......... ................... ............................................... Location ...Lot 49, 274 West Wind Circoe ............................................................ Osterville ............................................................................... Owner ............... .Theo Construction ................................................. Type of Construction. .........Frame..... ................................................................................ Plot ............................ Lot................................. Permit Granted ..........Ju.......ne 85 . . .......19............. Date of Inspection ...................................19 Date Comple d ......................................19 10-off _ j 1 TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map 1a Parcel - 6C4.G Application# l Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 6 Historic - OKH v _ Preservation/ Hyannis Project Street Address 07 VJ k It a C�Aca r_ Village n Owner r�� _ - � _ �v,e—\` Address�'� ��� V u j Y j ( �,,,J-e Telephone fylK oy c) DSfZ:5 (-g" tic- , LLA- ��— Permit Request < 1 c k '� 4 • Gmn,ncG�� 1 wrc e�� c �� • � � j �.nc 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed '—Total new Zoning District Flood Plain Groundwater Overlay CIP Project Valuations (7 Construction Type 12 -_-7 Lot Size �— Grandfathered: ❑Yes O-ePdo If yes, attach supporting documentation. Dwelling Type: Single Family )6d, Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ONo On Old King's Highway: 0 Yes ANo Basement Type: ❑ Full ❑.Crawl ❑Walkout ❑ Others 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 AW Central Air: ❑Yes ❑ No Fireplaces: ExistingONew Existing wood/coal stove: 0-Yes ❑ No Detached garage: ❑ existing 0 new sizool: ❑ existing ❑ new size/(1�713arn fO7existing new sizev� Attached garage: ❑ existing ❑ new sizJV ❑ existing ❑ new size / her ' C Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I*o - If yes, site plan review# Current Use L51 de✓!- Proposed Use �h L c) APPLICANT INFORMATION (BUILD OR HOMEOWNER) Name, cc, Telephone Number yb 53 Address Lea- «7` ��-S n o License # �S 1 � t � �Yx\-5 c�G Home Improvement Contractor# 16�5 7oZ Email r-n 5 :!)jDA CT cav" Worker's Compensation # ( _c I S ALA C TRUCTION DEBRIS RESULT G OM THIS PROJECT WILL !,,TAKEN TO �L G�.ta,wPS SIGNATURE DAT t r FOR OFFICIAL USE ONLY APPLICATION # t DATE ISSUED i� MAP/PARCEL NO. ADDRESS VILLAGE OWNER M R DATE OF INSPECTION: FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO. •; SolarCity I AMENDMENT Customer Name and Address Installation Location D,te 2/4/2016 Grant Cornell 274 Westwind Cir OSTERVILLE,MA 026S5 274 Westwind Cir OSTERVILLE,MA 02655 ■ Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.Based on the Information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 4,170 kWh and we estimate that your average first year monthly payments will be$47.60.over the next 20 years we estimate that your System will produce 79,S49 kWh.We also confirm that your electricity rate will be$0.1370 per kWh,(i.e.electricity rate$0.1370 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Nam 7 nt CornejLi Power Purchase Agreement Amendment Signature: Date: 2 ` _ So I a rCity approved Customer's Name: Signature: Signature: Lyndon Rive, CEO Date: Date: 2 1/2016 3055 Clearview Way,San Mateo,CA 94402 i 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 163572/EL-1136MR Document generated on 2/1/2016 1539913 ■ " Sole fat..Y. , l OWNER AUTHORMATION Job Property Address 2-� � ��-�-� �.[� Q�t.�iN'C_� �� 02 6 5S nY 6r- ���� � .�-' 1 �' as Owner of thesubject propert)s hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. I k 4tur. FC�caner: Date: fi i { SOLARCITY.COM Vassatnusetts OwaWmenl of Pubtic Soot soma Of suis "o RpumItio"s Ong lltrauw" trnu CS408815 ' JASON PATRY 821 SMWART DItM Abington MA 0, gz-�. t'p,.41006 c.......,w.., 02(001201e Office of Consumer Albin A Onsinw RegsleNos iHOME IMPROVEMENT CONTRACTOR Rogiet Wan: 1Bt M Typ Expiration: 3f8f017 Supplement SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI kqkLBOROUW, MA 01752 lloQeeietelt�rp An1;�c�>c� ` Office of Consumer Affairs Md Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 CHERYL GRUENSTERN - 24 ST MARTIN STREET BLD 2UNIT 11 - -- --- - -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sca i W 20t+- 01 Address ' Renewal ? ; Employment r_•'• Lost Card '~`-"Orrice of Consumer Affairs&Business Regulation License or registration valid for individul use only 'Z "'—'x' before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR p K =z1 Office of Consumer Affairs and Business Regulation . ;Registration: 168572 Type: 10 Park Plaza-Suite 5170 (•:;F r t' Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN �.. 3055 CLEARVIEW WAY SAN MATEO,CA 94402 _— Undersecretary Not valid without signature 71te Commonwealth of Massachmelts , Departenew of Industrial Accidents 1 Congress Street:Suite 100 ' Boston,MA 02114-2017 www mass.gav/dla Workers'Compensatlon Insurance Affidavit:Builders/Contractors/Electriclans/Plum rers. TO BE FILED WITH THE PERMITTING AUTHORTPY. ppnlicant Inforrpal{on Please Print i.et=_ibiy Name(HuAnmVrgnnlzalioo/tndtviduat): SQIarCity Corporation Address: 3055 Cfearview Way City/State/Zip; San Mateo,CA 94402 phone#: (888)765-2489 Are you an emploW.Check the appropriate bat: Type of project(required): 1.01 arm aemployer with 15 000 amplosrces(lull audhirpart time).• .7. ❑New construction 1n I me a sole proprietor or pmlaership and have no employee;%vod-ireg for nic in ti. 0 Remodeling any capacity.[Na warkas'comp.insurer me required.) 3.[,�Imua4t�eowncrdoirrgallw.kmysell[No workcWcoriv,iusurarraerequhAl+ 1 ❑Demolition 4.[]l am a hanamwner and will be hiring contractors to conduct all%voile our my property. I will 0 Q Building addition own that all>:w t mrs ante%have warim a,compensation tttsurar"or are sole I I.[ Electrical repairs or additions proprietors Mth no cni*yem 12.[]Plumbing repairs or additions 501 am a gcnemi,em►tmaor tuxt i trove hired tkesutKna%actors listed on the attached street Thcsc sub-contrruton have cmptoyces and have aorkcrs•comp.buuranm3 I3.❑Roof repairs G.Q We are a oorpomflm and its officers have cumised their right of excerption per MOL c. 14.00ther solar panels 152.§t(4),and we have soemployces.[No workers'comp.Insurancerequircdl *Any aWlicmlt that d=ks box 91 mast also fill out the-raimi below showing their workers'compsawlion policy information. v I ioeownen utto sWunli this aiRdrwh frAming they are doing all work and area hire outside.cwwartoss min anbarit a new affidavit indicating such tCosuactors that check this box must attached an additional sheet showtag the mane of the stab-contractors and nacre whether or net tkmsc entities have ixaptoyow. if tttc tiub-oontmctots bavo enpfoyns,they mast ovidc their wmkcrs'cramg policy member. am an mgft er that is p ovldmg workers'cenWensardm Insurance for my employ= Below!s the policy and job site li(jormado►; Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lie.#: WC0182015-00 Expiration Matte: 9/1/2016 Job Site Address: 274 West Wind Circle City/gwe�Zip Osterville,MA 02655 Attach a copy of the workers'compensation polley declaration page(showing the policy number and explratlon date). Failure to secure coverage as required under MGL c.152,§25A is a crbuirtal violation punishable by a litre up to S I,S00.00 attd/ar one-year imprisonment,as well as civil paulties in the fonts of STOP WORK ORDER and a fine of tip to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations o f the DIA for insurance coverage vorificatiow ]do hereby cerlamnow the pains and penaltles of jrerjary that the Wformaien provided above is true and correct. Sianat (Jason Pa FebruaLy 9 2016 P Q&kl use only. Do not write in this area,to he completed by city or town q,@7clal. City or Town: Pt naiHLisease# Issuing Apthority(elute one): 1.Board of Health 2.Building Depariment 3.Ctdy/'Town Clerk 4.Electrical Inspector I Plumbing Inspector 6.Otber Contact Person: Phone#: �oRd CERTIFICATE OF LIABILITY INSURANCE oa,no,S°""n`` THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the palicy(les)must be endorsed. H SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Hsu of such endo►sem s. PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES ' —..._.__._._....... ._..._... —..T-- 345 CALIFORNIA STREET.SUITE 1300 PHONE CALIFORNIA LICENSEN0.04371S3 E ............... .. •--...... . SAN FRANCISCO,CA 94104 APRRE>k :........... .._.;.. Aft Slhw=Swt4t5.743.8334 ..__._.. NAICs 998301-STNDGAWUE-151fi wsul:EleA; tnsw.=Company I16535 WSURED INSURERB:.NIA _..... ..._.. .. .__._ ` A SdarCrty Corpmatlon - 3065 Clearvlew Way INSURER C:NIA A San MaIBD,CA 54402' --------------._..__....... ................... ...._.._.._. INSURER D:AmerEan Zurich lrewm=Ca npan y 0142 INSURBt E:.. .-•-•---- INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-00271383848 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 CLANS. TADDL SUNK .. ....................... ......... ..... •'POUCYEFF POUCYEXP —. —.__ ......_.._.._. .............. LTR TYPE OF INSURANCE wvn Pway N LIMITS A F X l'C_0MMERCIAI.GENERAL LIABILITY GLO0182016-00 0910112015 09A1f1M6 EACH OCCURRENCE S._.._.. ._.3•�i000 I ,ICLAIM6.MADE nOCCUR - PREp,I$E,4-,t ells n!C ).,. S._......._—._ 3,000,000 I_X. S._I R$. .5.0,.0_0..0........ ..... .. ..... .... . _. . S _.....-.. ——5— ,00 ... _... 3000000 PERSONALBADVINJURY S GEN'L AGGREGATE UMIT APPLIES PER; OfNF3tAL AGGREGATE S 6.000,000 X POLICY f J jE [... 'LOC PRODUCTS:COdAP�P AGG S 6,000,000 ._ - -- OTHER. S A AUTOMOBILELUWTV IBAP0182D17.00 ONIM15 09)0112D16 ��-•___.._ $ 5,000,000 X ANY AUTO I !OI?LY INJURY(Per person) S ALL OWNEDSCHEDULED •.. ,_ INJURY X_. AUTOS U�x AUTOS i BODILY INJURY(Per acddem) S X NONONNEDS HIRED AUTOSAUTOS I I et�0a!IIl..._. ............ ..... ._....�.... ._...._.._ COMPICOLL DED: S $5 000 UMBRELLA LIM OCCUR i KA2HOCCURRENCE S............. - c EXCNEU UABHCLAJMS4MDEJ ' i i AGGREGATE .-•--.—.......- 5.-_..._................ CEO RETENTION S S D WaUTatscoMPtZI8ATwN ; IwC0182014-00(AOS) 09101015 (0910112016 X T o AND EMPLOYERPLABQ.TTY ( A ANY PROPRIETORIPAR17dER1EffECUTIVE YIN hV=8201&10(MA) 09101015 `0910112rY16 EL EACH ACGDEM S _ -'S.�O.� N MIA —._ _....._ ............. OFFICERAWNIRER INCLUDED? I (Mandatoy In NIT) ; 'WC DEl)UCTI6LE 5500,OOD E L DISEASE-EA EMPLO S• 1�.� ;Ir aesaseeunaer 1,tI6oA� RI ND T10NS aw ElomASE-POUCYLMArr S l i UESCrdMON DF OPERATIONS I LOCATIONS I VSaMg 6 rACORD 10f,Alddlttonal Remarks Sotredute,may be atbwhad U mere apace la re4Wnsdr Evtiencoollnumce. CERTIFICATE HOLDER CANCELLATION SdarCdy Cwpore0en SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CIearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE MATH THE POLICY PROVISIONS. AUTHORMED REPRESENTATIVE of Mamb Risk&Inmrance SerAm ChBrtes Manolejo �1�-.-- 01080-2014 ACORD CORPORATION. All rights reserved. ACORD 2612014101) The ACORD name and logo are registered marks of ACORD r Version#53.6-TBD SolarCity. ... o February 1,2016 �' A RE: CERTIFICATION LETTER ��� JASON WIL IAM Grp TOMAN Project/Job#0262600 v STRUCTURAL Cn Project Address: Cornell Residence NO.51554 274 Westwind Cir 10 p OSTERVILLE, MA 02655 �0,�. FG/ST6P� AHJ Barnstable 'ONAL �G 01/2016 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 - MPl: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19053 < 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. Digitally signed by Jason Toman Date: 2016.02.01 20:18:06 -07'00' .3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSLB 86SI04,CO FC 8U41,CT H;C Of,0�778,DC H!C 71101486,CC HIS 71101488.HI CT-2977"Di,MA HIC 188572,MD MHIC 128948.NJ 1WH06100000. OR CCB IBM$.PA 077343,'rM TOLA 27006.WA GCLI SOL ARO'01907.Q 2013 SQ!w0ty.All nghI5 rawrod, r Version#53.6-TBD ;; Solarcit y 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 MPi 64" 24" 39" NA Staggered 77.0% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 17" 65" NA Staggered 96.0% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 340 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 AZ ROC 243771.CA CSLB 888104,CO EC 8041.CT H1C 0632778.DC HIC 71101486,DC HIS 71101488.HI CT•29770.MA HIC M M.MD MHIC 128948.NJ 13VFI08160600, OR CCB 180499.PA 077343,TX MLR 27006.WA GCL:SOLARC'91907.O 2013 SolaTOty Alt rights,*" Gd. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 12.54 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 15.92 ft TL Def'n Limit 120 Vaulted Ceiling No PV 1 Start 3.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Sloe 340 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 Emio 510000 psi Member Loading Summary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.21 12.7 psf 117 psf PV Dead Load PV-DL 3.0 psf x 1.21 3.6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL SL1,2 1 30.0 psf x 0.7 1 x 0.42 21.0 psf 12.6 psf Total Load Governing LC TL 1 1 33.7 psf 28.9 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf= 0.7(Ce)(CJ(Is)py; CQ=0.9,Cr=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.40 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 802 psi 701 psi 0.87 Pass I C CALCULATION OF DESIGN WIND LOADS MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SSleekMount'"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 340 Rafter.Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only _ __ NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tiile.Roofs Only _ _ _ _ NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only 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 Mean Roof Height h 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 0.85 Table 6-4 Im ortance Factor I 1.0 Table 6-1 i Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient. Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(G ) Equation 6-22 Wind Pressure Up p„ -23.7 psf Wind Pressure Down p down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_Landscape_ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net-Wind UPAIR at Standoff Tactual -385 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca acity DCR 77.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area_- Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff T-actual __480 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 96.0% t 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. _0 (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 n 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. =�- 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL a Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER r 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 P01 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.MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS 28 PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM 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 AHJ: Barnstable } REV BY DATE COMMENTS REV A NAME DATE COMMENTS s s s s UTILITY: NSTAR Electric (Commonwealth Electric) s CONFIDENTIAL— THE INFORMATION HEREIN [IN NUMBER J B-0 2 6 2 6 0 0 O 0 PREMSE OWNER: DESCRIPTION: DESIGN: `\, . CONTAINED SHALL NOT BE USED FOR THE ��}� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TING SYSTEM: CORNELL, GRANT CORNELL RESIDENCE Bertha Paz �, �SO�a� I�� NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 274 WESTWIND CIR 3.57 KW PV ARRAY 'ii: PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 Si Martin Drive,Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE 4) TRINA SOLAR # TSM-255PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE Mariborou¢i,MA 01752 PERMISSION OF SOLARCITY INC TER' T: ( j)63—1028 F: (650)638-1029 LAREDGE SE3000A—USOOOSNR2 (508) 428-0110 COVER SHEET PV 1 2/1/2016 (�� _ (765-2489) wow.sdarai►r•aan, PITCH: 34 ARRAY PITCH:34 MP1 AZIMUTH: 134 ARRAY AZIMUTH: 134 MATERIAL: Comp Shingle STORY: 2 Stories JASON WIL TAM TOMAN © STRUCTURAL c No.51554 Q Front Of House o1YAt /01/2016- Digitally signed by Jason Toman Date:2016.02.01 20:17:53-07'00' � , I LEGEND I AC J Q (E) UTILITY METER & WARNING LABEL © INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS LEM Inv MP1 Q DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS ° 0 LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER A Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r�_ I, `I INTERIOR EQUIPMENT IS DASHED SITE PLAN ti . Scale: 1/8" = 1' 01' 8' 16' s F J B-0 2 6 2 6 0 0 O O PREMISE OWNER. DESCRIPTION: DESIGN CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER ��.,,SOIarClty CONTAINED SHALL NOT BE USED FOR THE CORNELL, GRANT CORNELL RESIDENCE Bertha Paz . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •40 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 274 WESTWIND CIR 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODu�s OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 PACE NAME: SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCTY INC. SOLAREDGE SE3000A—USOOOSNR2 (508) 428-0110 SITE PLAN PV 2 2/i/2016 (8BB)-SOL-Cm(765-2489) ....Warclty.cam S1 A JAS014 WIL IAM L� TOMAN O STRUCTURAL v No.51554 � o Q 12'-6" ,�FS /STD G� � S101VAL� (E) LBW /01/2016- A SIDE VIEW OF MP1 NTS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 1 48" 17" RAFTER 2X8 @ 16"OC ROOF AZI 134 PITCH 34 STORIES: 2 ARRAY AZI 134 PITCH 34 C.I. 2X8 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS ' LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0262600 00 PREMISE OWNER: DESCRIPTION: DESIGN: N k �i� CONTAINED SHALL NOT BE USED FOR THE \���4� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTE►c CORN ELL,, GRANT CORNELL RESIDENCE Bertha Paz -- Solar y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 274 WESTWIND CIR 3.57 KW PV ARRAY 0i,� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES;- OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin N)rhre,Binding 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PD05.18 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN p PAGE NAME SHEET: REV.. DATE Modbomgh.MA 01752 PERMISSION OF SOIARCITY INC. N� 50° 428-0110 PV 3 2 1 2016 T: (650)638-1D28 F: (650)638-1028 • SOLAREDGE SE3000A-US000SNR2 STRUCTURAL VIEWS / / (888)-SOL-CITY(765-2489) —801—ItY-- UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 2 6 0 0 O O PIZf111SE OWNER. DESptIP110N DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ` . SOIarClty. CONTAINED SHALL NOT BE USED FOR THE CORNELL, GRANT CORNELL RESIDENCE Bertha Paz �_ . BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM ,•g NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 274 WESTWIND CIR 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooutFs OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin D6m, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PD05.18 I PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC.- SOLAREDGE SE3000A—USOOOSNR2 (508) 428-0110 UPLIFT CALCULATIONS PV 4 2/1/2016 (888}SOL—CITY(765-2489) ....ealacity.� III �,. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO N GROUND ROD Panel.Number:G2020MB1100 Inv 1: DC Ungrounded ( ) # ## _ GEN #168572 ( ) ( ) Meter Number:43951376 INV 1 — 1 Inverter; 30GOWE 240V 97 5%,�w/UnifedBD LABEL- and ZB,RGM,AFCI —(14) PV Module; 255WM232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR AT PANEL WITH IRREVERSIBLE CRIMP Underground Service.Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER 10OA/2P Disconnect 2 SOLAREDGE SE3000A-USOOOSNR2 (E) LOADS A zao v Li ~ L2 N 1 2OA/ZP ____ GND EGG DC- DC* A ------------------------------------- — GEC ---�� Da --------------- EGDc- ----------------------- MP 1: 1x14 - c- LP --------- ---F� <— I N _j o EGGGEC z Zt5 —l I i I I i GEC---+ TO 120/240V SINGLE PHASE UTILITY SERVICE I I - I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)SIEMENS 8 Q22Q PV BACKFEED BREAKER A (1)CUTLER—HAMMER DG221URB /fj C PV (14)SOLAREDGE�300-2NA4AZS DC Breaker, 20A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R A PowerBox piimizer, 30OW, H4, DC to DC, ZEP —(1)Gro qd KO —0)CUTLER—{1AMMER. DG030N8 Sr8 x 9 Capper Ground sutrd Kit; 30A, General Duty(DG) nd (1)AWG$6, Solid Bare Copper —(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE'MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#10, THWN-2, Black 2 AWG #10, PV Wire, 60OV, Black Voc* 500 VDC Isc =15 ADC Osr(1)AWG#10, THWN-2, Red O (1)AWG J6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC ILL(1)AWG#10, 7HWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (I)qqno4it Kit;.3/4',EMT . .-(1)AW,#8,•THMN-2,•Green . . EGC/GEC•—(1)Conduit•Kit;,3/47•EMT. , . . _ , , • . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCPoPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0262600 00 CORNELL GRANT Bertha Paz CORNELL RESIDENCE ; Q'arCity. S BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w.uc NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 274 WESTWIND CIR 3.57 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODOLEs OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 Si.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV' DATE Marlborough.MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN IN 7a. PAGE NAME T- (650)638-1028 F: (650)638-1029 • PERMISSION OF SOLARCITY INC. SOLAREDGE # SE3000A—US000SNR2 (508) 428-0110 THREE LINE DIAGRAM PV 5 2/1/2016 (8118)-SOL-CITY(765-2489) —.solareity.com- WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: ,• • •n: Label Location: WARNING WARNING ' NEC Per Code: Per Code: Per Code: • ELECTRIC SHOCK HAZARDNEC ELECTRIC SHOCK HAZARD NEC �THE DC CONDUCTORS OF THIS •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEA�ARE TO BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC Code: •_NEC IN THE OPEN POSITION MAY BE ENERGIZED ' DISCONNECTPer .•0 Label Location: Label Location: PHOTOVOLTAIC POINT OF MAXIMUM POWER-_ Per INTERCONNECTIONPer Code: POINTCURRENT(Imp) A 1NARNING: ELECTRIC SHOCK Code: HAZARD. DO NOT TOUCHNEC NEC • 0.54 MAXIMUM POWER- VNEC 690.53BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM_V MAY BE ENERGIZED IN THE OPEN Label Location: VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING ' Per ..- NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED '• NORMALLY GROUNDED Label • - • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: NEC SECOND SOURCE IS . , PHOTOVOLTAIC SYSTEM Label • • WARNING ' Per Code: Label Location: ELECTRICAL SHOCK HAZARDNEC 690.17(4) CAUTION ' '• DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE ANDPer Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••, IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per Code- Label • - • CONNECTIONNEC ' PHOTOVOLTAIC AC (AC): AC Disconne I SCO N N ECTPer Code: THIS ODEV CERRENTConduit NEC 6.0 :. Interior(D): Distribution Panel (DC): DC Disconnect Label Location: (INV): Inverter With Integrated DC Disconnect' ntAxlMUM Ac A '• ..• Center OPERATING CURRENTPer Code: AC V Meter NEC • • • Interconnection OPERATING VOLTAGE :� • 21X0 A aw,91WIMIN 11V I Um[41,wn ro I • San Mateo,CA 94402 • r • ,� r . • .•- . .1 '�SolarCity I ®pSolar Next-Level PV Mounting Technology fSOlarCity I ®pSolar Next-Level PV Mounting Technology Components Zep System for composition shingle roofs C U,pl-roof r Leveling Foot tYaara Zep .�Leveling Foot Interlock (Key Side shown) Part No.850-1172 �,. ETL listed to UL 467 aA t„ Z S Zep compatible Pv Module _ L� rl S Zep Groove -� a Root Attachment Array Skirt - Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 49 �F Descriptiontoo= PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules °pMPPr 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" u` LISTED Specifications Ground Zep V2 DC Wire Clip 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 w^" • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed • Engineered for spans up to 72"and cantilevers u to 2s up to 4" • 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.Zap 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 ZepSolar's 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 solar,=oo solar=ooSolarEdge Power Optimizer Module Add-On for North America p P300 / P350 / P400 SolarEdge Power Optimizer r P300 P350 P400 - Module Add-On For North America (f moduefi PV (forodule PV (f module PV modules) modules)_ _ modules) P300 / P350 / P400 ° INPUT Rated Input DC Power" 300 350 400 W Absolute Maximum InputVoltage lVoc at.lowest temperature).............48.....,.,, ...... ..60.. ....., 80......... Vdc.,.. ........... .. ............ ......... ........... ... ... ... ...... .. .... .. ...... .. ... ... .... MPPT Opereling Ran$ ........................................................a:!4 ....................6.:60.....................a:.80......... ...Vdc..... Maxlmum Short Circuit Current(Isc) SO Adc n Maxlmum DC Input Current 12.5 Adc F L,L L„I F ..Maximum Efficiency.....................................:.......... ................................... 99.5 .................................. ............ L� ....................... ...... ...... .......... ........ `� Weighted Efficency 96.8 % ...............................:................................................................................................................................ ............. Overvoltage Category II :OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ------------------ V r1 Maximum Output Current 15 Adc ....................................................................................60. ...................................... . ' Maximum Output Voltage 0 Vdc n `OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) i t— Safety Output Voltage per Power Optimizer 1 Vdc • �'A` iSTANDARD COMPLIANCE _ i (� •q EMC FCC Part15 Class B IEC61000-6-2,IEC61000-6-3 ".♦] ............................ ................ ................................. ................................ Safety IEC62309 1(class II safety).UL3741 �.' ROHS Yes I INSTALLATION SPECIFICATIONS Maximum Allowed System Vol[age.........................................................................1000 Vdc..... ;- Dimensions(WxLx H) 141.x.212....x40.5/5.55.. .x8.34. . . ..x1.59 mm/in Welght(including,cables.......................................... ......................... .950/2.1............................. 8� Input Connector MC4/Amphenol/Tyco Out ut Wire Type/Connector Double Insulated Am henol P.................................................................... ..,P............................... ..... ........ Output Wire Leng[h..........................................................095/30........I......... 1.2/3.9 m/.. .............................................. ............ ' OPerann�Temperature Range....................................................................:40•+85/-00:+185 'C/•F -- Protection Rann IP65/NEMA4 ............................ ............. Relative Humidity 0.100 % ............................................................................ ..................................... mnnea src oos+m m.maw..mm�neaw w.sx o�raen.ce.no.ca. ,I PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE [INVERTER 208V 480V. i PV power optimization at the module-level •Minimumstring Length(Power optimizers) 8 ••,••„••„•10: .,,IB ...................................... Maximum String Length(Power Optimizers) 25 25 50 - Up to 25%more energy .......................P.........g....................................................................................... ................. Max: ax Power er S[rin 5250 6000 127SO W ................ ................... .................................................................................................................................... Superior efficiency(99.5%) Parallel Strin s of Different. Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """""""""g""" '""'""""""""""'"""""""" `•'•'• - Flexible system design for maximum space utilization ' - Fast installation with a single bolt - - - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us v�u t � naic,+J y� �sp•< rye.¢t(l�3aeX.� Qt,R Q7� h `A Ej•'d� .t d .+I>tYda{y.'.$t�Y ... THE Trinamount MODULE TSM-PD05.18 - Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unft:mm Peak Power wafts-PIA:(Wp) 245 250 255 t 260 941 • Power Output Tolerance-PIA: 0-+3 THE Trinamount N Maximum Power Voltage t-l-O 299 8.27 8.37 ' 8.50 o °OF 30.6 Maximum Power Current-Ilry(A) 8.20 8.27 8.37 8.50 I I """`t^ATE J Open Circuit Voltage-Voc IV) 1 37.8 I 38.0 38.1 38.2 o Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 INTTAELML MlE MOD Module Efficiency gm(%) ,Air 15.3 I 15.9 LE STC:Irradiance 1000 W/m'.Cell Temperature 25°C Air Mass AM1.5 according to EN 60904-34-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o � 'O o t - ELECTRICAL DATA®NOCT j 60 CELL If Maximum Power-PIAx(W p) 182 I 186 190 193 Maximum Power Voltage-V-(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE I ��� � Maximum Power Current-l-(A) 6.59 ( 6.65 6.74 6.84 -0xAnHosE A A Open Circuit Voltage(V)-Vac IV) 35.1 35.2 35.3 35.4 ! WITH TRINAMOUNT FRAME Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 I NOCT:Irradiance at 800 W/m'.Ambient Temperature 20°C.Wind Speed I m/s. 245-26OW I PD05.18 8t2 ISO Back view I POWER OUTPUT RANGE i MECHANICAL DATA Solar cells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution 1 P 9 P g Cell orientation 60 cells(6 x 10) l 15 9/0 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) • ; Weight 21.3 kg(47.0lbs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass 4 A-A Backsheet White (� Good aesthetics for residential applications Frame Y t� Black Anodized Aluminium Alloy with Trinamount Groove E�,. I-V CURVES OF PV MODULE(245W) J-Box IP 65 or IP 67 rated I 0~ ■ 3 o �-� Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches2), j to.00 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE s•_m oBo°/m f Fire Rating Type 2 I 1 a Highly reliable due to stringent quality control BooW/� f __ _,m � 'bm m • Over 30 in-house tests(UV,TIC,HF,and many more) s� As a leading global manufacturer r • In-house testing goes well beyond certification requirements u 4.m eowrm TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic \\\ / 3.°D products,we believe close z.m 200w/m' 44°C(32°C)Nominal Operating Cell Operational Temperature 40-+g5°C y ating cooperation with our partners 1`° Temperature rating Maximum System 1000V DC(IEC) am Temperature Coefficient of P- -0.41%/°C Voltage IOOOV DC(UL) is critical to success. With local om lam 20.m 30m 40.m presence around the globe,Trina is vdloge(v) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service Temperature Tem Coefficient of Isc 0.05%/°C to each customer in each market Certified to withstand challenging environmental p and supplement our innovative, conditions 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 installers,developers,distributors (Please refer to product worronty for details) a1 and other partners as the - backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY r PACKAGING CONFIGURATION m 10 Year Product Warranty•25 Year Linear Power Warranty `,B Few sP x Modules per box:26 pieces z ww Sol lr-w ® f Trina S inas lar limited nited ml00% Modules per 40'container.728 pieces �I olo a Addlflonal value fr f EU•]ewEEE v am rrl wan colwsAen m 90% no Solaps Il o deaf arl/y • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. oaNPA', Trinasolar _ _ Trinasolar C0 2014 hang Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to S l9 80% change without notice. Smart Energy Together Years 5 10 IS 20 25 Smart Energy Together W MMp��`0 . ■Trinastandard 13 Indusirystandard . Single Phase Inverters for North America solar=@@ solar=ee SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US I SESOOOA-US I SE6000A-USSE760OA-US I SE10000A-US I SE1140OA-US OUTPUT 9980 @ 208V SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 10000,a�,240y 11400 VA Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America ......... ...... .... ......... .. ....... ... ....5450@24QY. ......... ... ...... .........1095Q.�°.24QV ......... ................. AC Output Voltage Min:Nom:Max!') 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ...Outp.... ......Min.No .Ma.... ................ ................................................ .................................. ............................. AC Output Voltage Min:Nom:Max!'i v, V .1 v, V v, SE7600A-US/SE10000A-US/SE11400A-US 211:240.264Vac..................... .............. ............ ..... .... .... ................. ... ................ ............. ................ ............ A. Frequency. ....Nom:Max.l'1...... 59.3-60-60.5.(with HI country setting 57-60:60.5) Hz 24 @ 208V - 48 @ 208V Max Continuous Output Current 12.5 I 16 I-.21-@ 240V,,,. 25 32 47.5 A ............... ...... .......42 @.240y... ............................. GFDIThreshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT verte, Maximum DC Power(STC) 4050 5100 6750 8300 10250 13500 15350 W It ......................... ................ ................................................ .................................. ............................. 2J Transformer-less,.Un�rounded......... ...........................................................Yes...................................................................... \2e m t Max.Input Volta a 500 ... m Teats , f &...................... .......................................................................................:............................................. NlartantY Nom:DC Input Volta�e................. ................ ...........................325 @ 208V/.350 @ 240V........................... .....................Vdc.... is reh��•. Max.Input Current') .....9.5......I......13......I. �.240y..I.......18......I......33.......I..3035 @Z24 V..I......34.5..........Adc.... —�-- Max.lnpu[Short Circuit Curre.. ..........................................................45. Adc Reverse-Polarity Protection Yes ...... ........................................................ ry............................................................... Ground-Fault Isolation Detection 600k0 Sensitivi +�--- Maximum Inverter Efficiency.......... .....97.7.... ....98.2.... .....98.3.... .....98.3.... .....98.... ......98..... .....98...... ..%..... ............................... .......... ................................................ ........................Ii........ .. ... .... .. 97.5 @ 208V 97 @ 208V .CEC..Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ........................................... ................ .................98,�a,240V.................. ..................97:5,(al,240y.. ............................. Nighttime Power Consumption I <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ..Revenue Grade Data,.AN51 C12.1 ................... ... ............Optionall.1)..................................................... ..:...... a Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed", STANDARD COMPLIANCE UL1741,UL16998,UL3998,CSA 22.2 ........................................... ..................................................................................................................................... Grid.Connection Standards IEEE1547 ... .................................... ............................................. ............................................................................. - Emissions FCC part15 c_las_s_8 INSTALLATION SPECIFICATIONS ..._..J AC output conduit size/AWG ran a 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/p of strings/ 3/4"minimum/1-2 strings/ � q 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 30.5x12.5x7.2/775x315x184 (HxWzD)........... .75 x 315 x 260 mm i { Wei ht with Safe[ Switch 51.2/23.2 54.7/24.7 88.4/40.1 Ib/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user . The best choice for SolarEdge enabled systems ...................................... ................................................................... ..ipplac a le).................................................. Noise - .............................95 <50...........................dBA.... - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13to+140/-25to+60(-40to+60 version availablelsl) 'F/'C — Superior efficiency(98%) Range,,,,,,,,,,- . . ...................... ..................................................................................................................................... Protection Rating NEMA 3R Y p ..........�:.......gs ........ctSola..e...ppon. ........................................................................................................................... Small,lightweight and eas to install on provided bracket 1')A,romerr pool settings please be inverts SolarEdge rt. m A higher current source may be used;the inverter will limit in input current to the value::toted. — Built-in module-level monitoring 01 Revenue grade Inverter P/N:SE—A-U5000NNR2(Por 760OW Imer1erSE7600A-Us002NNR21. (4)Rapid shutdown kit P/N:SEI000-RSD-51. — Internet connection through Ethernet or Wireless 0)40 version P/N:SE—A-USOOONNtl4(for 760DW IrwerterSE7600A-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 sLlrtsaeRoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL Www.solaredge.us r. r r'