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0041 MCGEE DRIVE
i Town of Barnstable uildi' g n Post This Card So That it is Visible.From the Street Approved Plans Must be Retained on Job and this Card Must be Kept . rwv�rw Permit ! ` Posted Until Final Inspection H,as ,Where a Certificate of Occupancys . . . ,. e ch Buddm shall Not be Occupied until a Final Ins ection has been mad Permit No. B-20-701 Applicant Name: Michael.Maher Approvals Date Issued: 03/05/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 09/05/2020 Foundation:. Location: 41 MCGEE DRIVE, HYANNIS Map/Lot: 271-006-004 Zoning District: RC-1 Sheathing: Owner on Record: WALKER,SYLVIA L&LYNNETTE L TRS Contractor Name" ,MICHAEL MAHER Framing: 1 Address: 60 STRAIGHTWAY NORTH Contractor License: CS7109089 2 HYANNIS, MA 02601 '' Est. Project Cost: $5,600.00 Chimney: fi Description: Air seal and insulate the attic, insulate the common wall,insulate Permit Fee: $85.00 the kneewall,insulate the bulkhead door £ Insulation: Fee Paid:'` $85.00 Project Review Req: . Date: 3/5/2020 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permitPis commenced within six months aftepgMp'e.Official Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which,this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-lawsand codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the,Building and Fire-Officials are;provided on this permit. Electrical Minimum of Five Call Inspections Requi red for All Construction Work: Service: 1.Foundation or Footing : 2.Sheathing Inspection before firest flu lining is installeda Rough: 3.All Fireplaces must be inspected at the throat level .-.__g� .,.._.,_ 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the of the APPLICANT-ISSUED RECIPIENT property D� Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION kl Map 2 I 1 Parcel U O DUI Application # Mq Health Division Date Issued Conservation Division Application Fee '770 X _ Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address a/ c �� �. 1 0 --A -- Owner (S t-e `7 Address Telephone3dc6- 7%7l�! ZD� r� � � µ L, ` Permit Request C y'14 Square feet: 1st floor: existing G 72- proposed 2nd floor: existing proposed _Total new,2 Zoning District Flood Plain Groundwater Overlay Project Valuation % P&z> Construction Type Lot Size /Y. l 7 Grandfathered: ❑Yes ❑ No If es, attach sup porting pporting documentation. Dwelling Type: Single Family V/ Two Family ❑ Multi-Family (# units) Age of Existing Structure 3b A Historic House: ❑Yes L* o On Old King's Highway: ❑Yes �rNo &Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) /V Basement Unfinished Area (sq.ft)_ TC 7 Number of Baths: Full: existling_- new Half: existing Co new Number of Bedrooms: _ existing -4 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 5Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 2<0 Fireplaces: Existing I New Existing wood/coal stove: ❑Yes Zo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: M100xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes. ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name n' f�l �` ..��0 Telephone Number 7-1 2 3 6 Address tv S License # C .S 01, 6 VZ 0.1L-7 Ion Home Improvement Contractor# 457 -71 c� Email _441 a i &VI M CL �•�jL orker's Compensation # v 9`7;?/- $'Z� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3-/J1_ SIGNATURE DATE '/ ,A� �:� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 4 OWNER DATE OF INSPECTION: FOUNDATION FRAME c- ez- IF` INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL E r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 77iz Commorinvealtis ofMassac7usett De�partrffewt qf, 1ndzs-&!al AGGideFd g -- Offire of rmestigations f 600 Waslairtgion Street .:._ Boston,-41A 02711 . rmtx: nasmgo Idia Workers' Cumpensat ianInsuaranceAffidavit Btilder-JCuntracfiur-,,MectriciansrPlumbers Applicant Infmanatiun Please Prim Legibly Name�3usuiessl(7rganiza€ionll,rl�dRa7� ��i fir/�.� �1 j` 1 li i'J. (� Ad&ess: g w o w 4 e f" city/statefZip._ yes , .v �. pv✓I� Uaano, r7"7 q- 2-3 6,` 2— Ares ou an employer?Cfteckthe-appropriate bow: ' Type of project(required): I_ 4- I arts a general contractor and I am a employer u7t1i�_ ❑ 6_ ❑New constcucfiog employees(fall andlor part-lime,* liwe7vredthe sub-coa�Lartom 7.❑ I am a sole proprietor arpartner- listed on the afitached sheet. �- remodeling ship aad harva ao employees. These sub-confractors have g.•❑Demolifion w for In-in an c ci t employees aadhare workers" arlonb Y � fY 9_ ❑Building addition [Na wprloers' comp-insu=. e comp_iusurance-$ required-] 5. ❑ We are a corporation and-its 10'❑Electrical repairs or additions officers have exercised their 3_❑ F aura fiameotic�:er doing all work officers P1umUingrepairs or additions myself[No woilcers'czmg_ Ti;ght of egemplion per MGL 171❑Roof repairs in=ance required-1 i c.152,§1(4)and we have no, employees-[No workers' 13_❑Other comp-insurance required-j *Any WricmMhatcE acksboa rl Est also Moutthe secdambekwshowiag dmir ndee o=pemsd npoTkyiuffanmz—dmL �Sn .�s�rbo subngt dais afdda«in�czting they aze 8gin�slE ua¢Y aa�ta®.l+-se autsd�r_oatacmrs�st sufimit a new a�d�t indicII3iav sack ey �Caa��*,•��t cbecirilxis EraX mmt aRtache3�ffi additional sineet sboumgth�aame of 6le sub-ca�scinzsan3 st�evrlsether armt these eatitiesha�e � e�3o3Res.Iftleesub-caatractnrsha�e emgia�s,tbe}'mustpxo��de their zrnrkexs'•comp.paIitF numIser_ I arr�an e11rpl�r tlecrf;is pra�zdirrg tt�arkets'coQrpe:tsafiatt ftisrtrartce�or rrr}s empTo}�ees. $'etayv is�lte�paTicy:turd jeTa si�a irz�armruwn. Insurance Company Name: 6 Policy Self-ins_I ice_, Ira 1 i i) l ! Gj ` yo 3"'/ '�ppiratiouDate: (er Job SiteAddre= 4V Vdl C C r I'- li w:�' S®GifylSkafe� i /�j�:.y 9i4-1 d4 " S t44,p Attach a copy of the workers'compensation:policy-declara 4'on page(showing the policy number and•expiration date). Failure to secure coverage as requireduader Section 25A of MGL c-1572 can lead to the impasition of crimTral penalties of a fine up to,$15.0D 00 and'ar one yearimprisonfacut as well as civil penalties is the farm of a STOP WORK ORDER-and a free of up to M-00 a clay against the violator. Se advised that a copy of this statement maybe fxwarded to the Office of Ifavesti¢a�of the DIA for Insurance coverage v ed5cation. Ida heraeby s andpw of garjury that Air in�ar9szatimrprm ctrd ago r�rs bar a�rd correct I;rate: % �3'' Z�` �.� • OBWal use only. Do not write in dds Area,to be carnpletad by city ortQrrs official City or Tana: FernatlLicense## Issuing Authority(circle one): L Board of Health I IluTdiag Department I Cliylfown Clerk 4 Electrical Inspector S.Phunbing Inspectmr 6.Other Contact Person: Phone#: — -- -- - 6 laformation and Instmetions Macear husetfs Geacr�Laws chap r 152 req�all employers to provide wmkc&compensation for their employees. Pnrsaant-Ln lhis sty,an�Iaye�is defned as.`�.eQerypersonih.tiie service of another under any co�ract ofhire, egress or mnplied,oral or w3i ' AIL 92VPIoy63_is di--fined as'au mdivaA parfn4,assoCiei oa,corporation or other legal entity,or any two or more of the foregoing engaged in a joint entxprise,andinclnding the legal=Presenfafives of a.deceased employer,or the receiver or tzos'tee of an mdividnal,partnership,association or other leg al entity,employing employees_ However the owner of a dw-DHfiag house havingnot More than three apartments andwho resides th=cin, or the occopmt ofthe - dwcHing house of another who euzpIoys persons to do maintmari ce,construction or repair work on such dwelling house or oa the grounds ar bulldmg apprn�thereto shall not because of such employment be deemed to be an employer" M chapte §r I52, scp also sfafes that-everysfate or local licensing agency shallwithhold the issuance or GL rene-wal of a license or permit to operate a business or-to construct bu ildiEL9 is the Commonwealth for any applicant who has not produced acceptable evidence of c6mplianr-f—Wn the insurance.cover-agerequired-T Additionally,MGL cbaptar 152, §25C(7)states-Neither the corIImonw ealth.nor may afifs poIidcal subdivisions shalt enter into any cou$act for the performance ofpnbh work until acceptable evidence of compliancev,i the incinurtce. rctE=ucuis of this chapterhave been presented.to flit contacti g aLthorzty.>, 4 Applicants _ Please El out the workers'compeosafion affidavit completely,by cherkiog;}rt boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(e)and phone numbers) along with their cerfficate(s)of insrrrance_ L=rtedLiabE -y ComPaces(EL C)orLzmitedLiabi-Hty-Pa-Lammbips(LLP)vidino employees otllerthanthe members or partners,are not regvaed to corny workers' compensation ig sm-ance- Lean LLC or LLP does have employees,a policy is rerjonecl_ B a advised that ibis aff davit maybe submitted to the Depa bnent of ludustdal Accidents for con:ffimation of insurance coverage Also be sure to sigst and date the of idayit The affidavit should be"r-etmned to$e city or town that the application for the paunit or license is being request A not the Depadmeat of to ffia.ct,-i J Accid=_t3. Should you have any gatstions regarding the law or i'you are rcgmred to obtain a workers' compensation policy,please call the Department at the number listed below Self-filmed conl:panies should enter their self-i asuran ce license number on the appropriate Ime. City or Town OfEErJals Please be sore that the affidavit is campletF_-and pried legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office oflnvesdgations has to cox±actyou.regarding the applicant P leas e b e sure to fill in the p erm.>t Ecense number which will be used as a reference numbez In addition,,an applicant that must submit multiple p r mWHcense applications is any g•[ven year,need only submit one affidavit indicating=ent policy ini�=ation(if necesaty)and under"lob Siiz:A d ess"the applicant should yrite"s]I locatiLns in (may or ;own)-"A copy of the-affidavit that has been officially stamped or marked bythe city or towl may be provided the applicant as proof that a valid affidavit is on file for futm 'peu�or IiceuSe$_'A new affidavitmust be filled out each. year-Where a home owner or eiii� is obt ii aing a license or penait not re-Iafn:d to any business or commercial vantz_e. Cie_ EL dog license or peunit to bum leaves etc.)said person is NOT inquired to complet'e iris affidavit The Of of Tnvesfi 9Bffi c would like to ffiank you m advance for your cooperation and should you have any questions, please do not hesitate to give-as a caII. The Depa fineut's address,telephone and faxm=ber. -TILe C.G=MMWe2jtjr of Massar.hnsetts Depa rtramt of ludutdal Aocidenta r Boston,MA D2111 Tf,-1.0 Cl'-' -4 Qxt 4-06 or 1-a MAS AFE Fax#617 727 7M Revised 4-24-D 7 p ma s g gfdi2 ATIT Guide to tWood Construction irc Higli Wind Areas: 110,ntph Wnd Zone Massachusetts Checklist far COMPS 11Ce(780 CIUR5301.?1-1)'. Loadbearing Wall Connections ' Lateral (no.of 16d common nails).._............................(Tables,0--------_-------..--..._..--_--...__.._.-_--- Non4-nadbearing Wail Connections Lateral (no.of 16d common Waits).._..__.._.----•---...-_--(Table e)._......_......._................................. r Load Bearing Wall Openings(mcord largest opening but check all openings for conipfrahce fo Table 9) Header Spans ..... able 9 ... ._. —ft_in.511' Sid Plate Spans _....-----...._.._._......_.__._.___...._.__.(fable 9)..._.-.---.._.................._ft in.511' Full Height Studs (no. of studs).............—..._......_......(Table 9)----------------------------------------------- NonLoad Bearing Wall Openings(record largest opening bUt check all openings for compliance to Table 9) . Header Spans.:............................_..._....:.._.. - - (Table t3}_._........•-------••-•-••-•••.--_ft • in <12' Sill Plate Spans.... ..(Table 9)........___. ..._._.....•.. ft ►n. 12 Full Height SLuds`(no.of studs)..._............_.-------.-.(fable 9).................................------------- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously{. _ Minimum Building Dimension,W Nominal Height of Tallest Openingz .... ...................-......-........................... _----._._..._.._ SheathingType..........................................(note 4)::,................................................... Edge Nail Spacing.......................................(Table 10 or note 4 if less)-------------_.------. in. FeidNail Spacing......................-:_;..-_•-_-....(Table 10)...........................-.......-•-........ in. Shear Connection(no.of 16d common nails)(Table i 0)._.._._---------------------------.................. Percent Full-Height Sheathing.......:_........:...(Table 10)..........................._....................... % 5%Additional Sheathing for Wall with Opening>6'8`(Design Concepts).....-------------- Maximum Building Dimension,L Nominal Height of Tallest 0 enin < SheathingType-----------._..._.................--......(note 4).•---•---•-•---....----............._.....------- Edge Nail Spacing.._......_....._...._...-•-.-__(Table i 1 or note 4 if less)....._.._............. in. Feld Nall Spacing.----_.-...__..._...._.:..._....:..(Table 11).........__..,._._....__..__...:_f....... in. Shear Connection(no.of 16d common naffs)(fable 11)......._................_... ...................._.. o Percent'Fuif-Height Sheathing..--_:------- ---(Table 11)-----_-------_-------- -----•--_-----_°� 5%Additional Sheathing for Wall with Opening>SW(Design Concepts)-.........._..... Wag Cladding Ratedfor wnd Speed7._.._._..._...__..__. __.__..._..__............I.._..........._..... 5.1 PODFS_ - Roof framing member spans checked?.............._......(For Raiiem use AWC Span Tool,see BBRS Websifa) _ Roof Overhang ..................................................(Figure 19).-.-.._...... ft s smaller of 2'-or L13 Truss or Rafter Connections at L:oadbearing Walls Proprii3tary Connectors Uplrft........._......... . .. able 12 .......:.. U= plf Lateral ..(Table 12)....__•--.-----•---_-_--• -..-.._.L= pif - --...... S= .151f ' able 12 Ridge Strap Connections,if collar ties not used per page 21... (fable 13).-_.._.................. T= plf Gable Rake Oudooker.................._....--__._.__.._.(Figure 2 fts D).......;_... smaller of 2'or L12 Truss or RafterConnecHons at Non-Loadbearing Walls' Proprietary Connectors Uplift._...._..:_..... ..:.........._.__......(Table U_ lb. Lateral(no.of 16d common nails)_.(Table 14)......................................L= . lb. Roof Sheathing Type (per T80 CMR Chapters 58 and 59)............ , Roof Sheathing Thickness__.............—...._.__:.....__._......_._......_._...._____.._in.>_HIS W5P Roof Sheathing Fastening..__........_.__._.................(fable 2)_.............._.......... ..,.. :......._...__„____ Notes. •1. - This checklist shall be met in its entirety,excluding the specific ex=epflon noted in 2,to comply with the requfm�ment s of 7B0 CMR.53D1.21.1 Item 1.If the checklist is met in its entirr fy,then the following metal straps and hold downs are:not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 - c Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 1Bb 2. 'Exception:Opening heights of up to 8 it.shaft be permitted when 5%is added to the percent fu&hWght sheathing 'r equkenl6i is shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade; ' AWC-Guide to Wood Construction iriHigh ff"7nd,4reas:JZ0mph Kind Zone Massachusetts Checklist for Comoarice(78o ch-fiz:53ol RIch,=k • Czmplian= 1.1 SCOPE Wind Speed(3-ser,gust)........... .......................................................... ...........110 mph Wind Exposure Category........_...- * Wind Exposure Category................Engineering Required For Entire Project.........................................C . 12 APPtJCA13ILrrY Number DfStcdes(a rDDfwhirh e=eeds 8 ln.12 slope shall be considered a story)_stories �5 2 stories RoofPitch............................................................ (Fig 2) ------- ...................... 51212 Mean Roof Height-__.........._.._....._... ......................:-------(Fig 2)....................... ft 15*33,.- Bulidin Width,W........................................................ 9 . (Fig 3)............................................ BuilifingLength,L ---------- ........................(Fig 3)................................................. I S 80' Building Aspect Ratio(LAW) .:............................................(Fig 4)...........................7-*'---.---. 9 3:1 ......................... Nominal Height of Tallest Dpening2 4)...._._...._..._.............................. 5 6,B* 1.3 FRAMING;CONNECTIONS General compliance with frarfiln'g o6nnections..................(Table 2).:_...._.._................................................. 2-1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .........*........ .................................................. ...................... Lonctate Masonry ------------------------------*......m.......................... . ........... 22 ANCHORAGE TO FOUNDATION',3.. 5/8*Anchor Boltsvimbedded or 518"Proprietary Mechanicil AnchDrs as an alternative in concrete only Solt Spacing-general..................................--:Jable in. Bolt Spacing from endAjoint of plate.._......._...__:._.-.(Fig 5).........------ in.:5 6'-12'. Bolt Ernbedment-concrete.....................................(Fig 5)............................... in. 7- Bolt Embedment-masonry..................:........_............(Fig 5)----------i............................_in- 15' Plate —--------------------(Fig ------------ >3'x 3-x Vt- 3.1 FLOORS Ficorftmigg member spans checked CMR Chapter 55) - Maximum Floor Opening VimenSiDn...............................(Fig 6)............ ft:5 12' ................................... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................... MkldrWM Floor Joist Setbacks SUPP13ifing Loadbearing Waifs or Shearwall.............(Fig 7)................................................ . ft :5d Maximum Cantilevered Floor Joists Supporfinb Loadbeadng Walls'Dr Shearwall.......__(Rg 8)............................... ............... ft :5d Floor.Bracing at Endwalls........................ .................(Fig .......... Floor Sheathing Type. ...................................____(per 780 CMR Chapter 55)................... .......... Floor Sheathing Thickness.................................-:..-(p&r 7aO CMR Chapter in. Floor Sheathing Fast rung................. .-.Jable 2)_ d nails at in edge in field 4.1 WALLS Wag Height Loadbearing (Fig 10 and Table 5) ft 510, 10 and Table Wag Shad Spacing ..............Fig 10 and Table 5).............. Iii5i;24'a. Wall Sbr' offsets (Figs 7&9).... .................. ft S d 42 Wrmmvikie, Wood Studs Loadbearing ft M. Non-Lca*eann,walls In. Gable End Wall Full Height Endwall (Fig 10) WSPAft Floor Length ---'(Fig 11)-- ft;-,,-WI3 'Gypsum Caft Length(rWSP not used)_.:--_:(Fig I ft?!:0.9w and 2 x 4 Cbritinucius Lateral Brabe Q 51 oLm-Fig 11)................................. or 1 x 3 ceffingfizring strips Q I By spacing min,with 2 x 4 blocking @ 4.ft.spacing in end Joist or truss bays_ Double Top Plate Splice Length Fig 13 and Table 6) ft Splice CDnneC:§Dn(no.of 15d common nalls)___Jable 6)............................ n 1 , ti AWC Guide to Wood Coristrtictio a in High H�iizd Areas: IIO rnplr fYrstf Zone Massachusetts Checklist for-Compliance(7so clgR 53ot 2_1A)' 4. a. From Tables 10 and 11 and location of wall sheathing and Bulding Aspect Ratio,determine Perc6rlt Full-Height Sheathing and Nail Spacing requirements ' b.. Wood Structural Panels shag be minimum thickness of 7/16"and be installed as follows: I. . Panels shall be Installed With strength axis parallel to studs. n. All horizontal joints shall occur over and be nailed to framing. lit. On single story construction,panels shall be attached b bottom plates and top member of the double top plate. 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 botinm of panel. Upper atfachment of lower panel shall be made to band joist and lower attachment made to IOWeSt plate at first floor framing. V. Horizontal nag spacing at double top plates, grand joists,and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horimntal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rta.28 or north of Rte.6) b)vertical addition—not required unless there is extenslve renovation to the first•f(oor c)replacement yr dows—needs energy conservatlon compliance only(chap 93) - 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure 8 may be obtained from the Americdn Wood Council (AWC)website. YVFietMM EDGEMsrs ON trsaad r ALS • •AT6�a u It .. 1i t �_ u I 1 11 11 Li • Fi H �. � :E it 11 It r 1 ► 1 d i 1 o iti d a ,l Itit is CI 11 1 CA n 1 1 _ Ld o ;I l l 1 111 I FAr�G�7. •'1 1 I l l``+1 Ad It 11 � 1 1 I �6EMF�1.®LCTE l l 1' 1 U Li 1 J 11 11 it it 11— 1 ` 1 PAl+rH. r PANLED= WUNEMU-M&ES?AC M C1 a L See Detail on Next Page Vertical and Horizontal Nailing Detail ' • for Panel Attachment Vedim and Holtzonial Nailing for Panel AflBchment "EKE Town of Barnstable- Regulatory Services rwh Fzq Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 WWW.town-b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . Owner of the subject property- hereby authorize to act on my behalf, m all matters relative t work authorized b7tbis building permit application for: c� (Address of Job) Pool fences and alarms are the responsibilityof the applicant. Pools are not to be filled or ut zed before fence is "6L�ad all final inspections.are performed and accepted. S�gpature Signs of PzintNanid Print Name . D Q:F0RMS:0WMERPERIMSI0Ie00LS Town of Barnstable Regulatory Services r � Richard V.Seal%Director 4 Building Division t li4,jrjZ'TLRTR s Tom Perry,Building Commissioner r � 4-- ag 200 Main Street Hyannis,MA 02601 i63 � w w town.barnstable.ma_us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNM UCFNSE EXE1l2 MON • YlczscYrint , DATE: JOB LOCATION: nnmbcr s[tcct "HOIv1EOWl�t: ' naa� home phone# work phone fr . T cuRR=MAILING ADDRESS_ _--.• _ city/town sty rip cods 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_ DEF1NMON.OR HOMEOWNER Person(s)who owns a parcel of]and on which he/she resides or mtends+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 submitto the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the budding permit (Section The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,roles and regulations. - The undersigned`•homeowner"cettffies that he/she understands the Town of Bamsfable Building Department minimum inspedion procedures and requirements and treat he/she will comply with said procedures and requnemen s. Signatnrc ofHomwvimar Approval of Balding Official Note: Three-family dwellings containing 35,000 cubic feet or larger willbe required to comply with the State Bm Iding Code Section W.0 Const rac ion Control- EI MEOwNER'S E zTOPI 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 109.11-Licensing of contraction Supervisors);provided that if the homeowner engages a persons)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 Be 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 eusure that the homeowner is fuIIy aware of his/her responsi flities,many communities require,as part of the permit application,that the homeowner certify that he/she nnderstands the responsibiIities of a Supervisor. On the last page of this issue is a form.currently used by several towns. Yon may care t amend and adopt such a form/eerEification for use in your community. Q.XWpFILES70RNEV3m7dmg permitfm=)EH TMS.doo Revised 051313 LLOZ/S0/LL Jauoissiwwo0 :uoi;eJidxj t r .S19Z�0VW 1210d H1f10W21tJA r��' 1S HUNIM 8£ -`ONVIIW V S3WVr Josyuadns mpnJ;suo0 9ti0SL0'SO :a`sua3l] spJepuetS.pue su01;eln6a8 6uippnB�o pie oB /dales :)ilgnd to WawliedaQ sOasnyoesseW 511 Office of Consumer Affairs and Business Requiat o- 10 Park Plaza- Si.ite 5170 Boston, Massachusetts 02116 I Home Improvement Con ktor Registration � _ ` + _V3 Tr# 249001 JAMES A. MILANO - JAMES- MILANO 38 WINTER ST :'- ` YARMOUTHPORT, MA 02675 "� V '`park reason for change. r AddrL- _i -,sue _-_-oyment F1 Lost Card SCAI 0 — f_= Office of Consumer Affairs&Business Regulation License or r'sistration v2fid 1vr iQdi♦idul use only Q�OME IMPROVEMENT CONTRACTOR before the ea ;ration date. If faund return to: e istration: Office of C:e per Affair and Business Regulation lti=��i�-, 9� 158718 Type: � g Expiration: 2/26/2016 Individual 10 P<rk P� -Suite 51 0 P Y`�,%, Boston,_-N€:k Q_1 Ib JAMES A.MILANO. �k JAMES MILANO . y r 38 WINTER ST YARMOUTHPORT,MA 02675 Undersecretary l N �2K'A without signature J TRAVf LERS Jft • WORKERS.COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6HUB-9973L40-3-15) RENEWAL OF (6HUB-9973L40-3-14) iRAVELERS INDEMNITY COMPANY OF AMERICA NCCI CO CODE: 13439 ' = PRODUCER: A EASTERN INS GROUP LLC R=ET 233 W CENTRAL STREET V.-I 02675 NATICK MA 01760 v IS AN INDIVIDUAL j v:k places and identification numbers are shown in the schedule(s) attached. al y period is from 09-26-15 to 09-26-16 12:01 A.M. at the insured's mailing address. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers o-D—nsation Law of the state(s) listed here: f • E EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in =e,•rs 3.A. The limits of our liability under Part Two are: -� Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee r� C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06B O. This policy includes these endorsements and schedules: ` LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE -nrifum for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating off required information is subject to verification and change by audit to be made ANNUALLY. -1._- 1SSUE: 08-24 15 WC ST ASSIGN: MA OFFICE: ORLANDO INDUS AFF 161 r. =R: EASTERN INS GROUP LLC 22MLW ''%!'SolarCi' y Date: November 3, 2015 TO: Barnstable Building Department m ' From: SolarCity Corporation , Cape Cod Warehouse Phone: (508) 640.5397 e FAX: (866) 552-9847 . RE: 41 McGee Drive, Hyannis BP: 201506680 J B-0262034 Note: Attached are the revised plans for our solar installation located at 41 McGee Drive in Hyannis. Since the permits issued, three (3) panels have been removed from MP1 and slightly re-arranged the array, three (3) panels have been added to MP5 and one additional panel has been added to MP6, slightly increasing the system production. We would greatly appreciate the revised plans be added as a modification to our permits. New Size: 27 modules @ 7.02 kw-DC. Please contact me directly with any questions/concerns. Cheryl Gruenstern Permit Coordinator SolarCity Corporation Cape Cod Warehouse (508) 640.5397 cgruenstern@solarcity.com SOLARCITY.COM AZ RCC 2A377vRDC N5450AOC277498,CA LAC0988104,CO E08041,CT HIC 0632772iELC 0125305,DC 471 MIAS&ECC902685,HI CT-2E770,MA HIC 168579 MA EW 136MR.MD MHC 12B948, NJ NJHiC51349i0616060534EB01732700,OR CB!S049&'C5627P81102.PA HICPA077343,TH TECL27006,WA SOLARC'91901,SOL.ARC'9051P.0 2014 SOLAAC11Y CORPORATION.ALL RIGHTS RESERVED. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel DD Application #o;)� ® � �6 Health Division Date Issued /0-/6-/Y- P� Conservation Division Application Fee TT Planning Dept. Permit Fee 6(o.�V Date Definitive Plan �Appproved by Planning Board/�Historic - OKH O _ Preservation / Hyannis Ala Project Street Address Mc. rk u-c� Village annts Owner Address *1 MGG�c IJrwz Telephone D`� . as Q, n 14- dd-(o0 I Permit Request U &-r' n,( oR' e Li Gh U04P rS 1 J E lv t o e e, 5 1(9 LAW Ala Pz"I S Square feet: 1 st floor: existing proposed 2nd floor: existing — proposed Total new— Zoning District Flood Plain —` Groundwater Overlay --__ Project Valuation 6bbbLL Construction Type I�-3 Lot Size Grandfathered: ❑Yes ,ENO If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure o7 Historic House: ❑Yes J&No On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other—AM— 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 Feat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: ExistingAT—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizkAPool: ❑ existing ❑ new size A' Barn: ❑ existing ❑ new sizdw— Attached garage: ❑ existing ❑ new sizaQ Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ P Commercial�❑—Yes � ANo If yes, site plan review# Lon Current Use I'Si S�G�� ✓� u�( Proposed Use -C 4 666 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ���� (�Ul /r� � /7<S 65 Telephone Number Address �a4j License # kkd: OD-6�U Home Improvement Contractor# l Logue 7� Email ✓I �w c Worker's Compensation # ICD I R06 Is`- O y ALL CO TRUCTION DEBRIS RESULTI FROM THIS PROJECT WILL BE TAKEN TO C'c SIGNATURE DATE &U(X� , 01-e 1S FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION FIREPLACE u ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL F GAS: ROUGH FINAL k FINAL BUILDING DATE CLOSED OUT h ASSOCIATION PLAN NO. n O NJ �\ 5 imj � y � L f K .� § Oil � + � . . . ■ § . � a � | i� § 2 `�:. . . , ■ � � . . . . . . . . e � ■� � � _ : ^ � � . . \ . \ § �y- : "Z't�lt!lL�t!� �� Office of Consumer Affairs 6nd Business Regulation { 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement,Contractor Registration Registration' 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION , CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 - --------___-._ ----_-.-.. Update Address and return card.Mark reason for change.+ -,., - Address i' Renewal ! Employment Lost Card '"f/rr. r.'.r'11t Lt/Nlr•rrr�//:r��-/4rr,.,.rt•�/Li,/�1 .. Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ;ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: " Office of Consumer Affairs and Business Regulation x Registration: 168572 Type: t>_ 10 Park Plaza-Suite 5170 Expiration: 3/8l2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402 --- Undersecretary Not valid without signature r - 1 71re Commonwealth of Massachusetts Department of Industrial Accidemty I Cangrsess street,suite 100 Boston,MA 02114 2017 www.massgov/dia Arorkers'Compensation Insurance Affidavit:Beilders/Contractors/Electricians/Plumbem TO BE FILED WITH THE PERMITTING AUTHORITY. i nt Info Wan PI P' t Lam NaMe(Iiuyincs&'Orgmizormn►tndividual): SoiarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo,CA 94402 phone#: (888)785-2489 Are you se employer?Cheek the xpproprhtte box: Type of project(required): 1.01 amaomployer with 12,500 employees(fall andlorpartdime).'r 7. ❑Flew construction 2.01 am a sale proprietor or partnership and have no cmplgces working for etc in 8. ❑Remodeling ars•ca acit . warken'cam .insuta n u"mad. } p Y � D �1 t 3. 1 ama hwT.,anerdoi 'all work ss3C avr�orkeW comp.insamoe uired. t 1 Q BuildiDemong a [] � � tN m r«i 1 Ifl�]Buildinbadtlition 4[]t own lratiimwacr and vein br hiring catraetors to conduct all teak on my propert}•. twill ensure that all cnntracm otther have wo t ers.'aompeention insuralmorare sole 11.❑Electrical repairs of additions proprietors with no eugdoya 12.[]Plumbing repairs or additions 501 am a general,comractor aid t have hired the sub.contmotors listed of the attached sheet. I3.❑Roof repairs These sub-conuactots have anployces and iiave wwrkca'coutp.insursoce t 6.Q We are a corporation and ila officers have curciaed their right of exaniption per MIX c. 14.❑t Other War panels 152,§1(4�and we Lave no employees,[No wodters'wn.fustratice required.) *Any applitaitt that checks box 91 most nlso flit oat the section below skwing their workers'compensation policy infomtatton. •t tomeowam♦dw wbmit this affidavit hwieating they are doing all work and tlirn hire of tside.aintractors mast submit a nine niadavii fiditming Stich tComatsors that check this box must auachad an atktitional sheet sbmft the name of the sub-r ommctors and state whether or not those entities Ime mployees. If the sub-contrnetors have mmft cs,they must provide their wdrkcrs'comp.policy ntm*a. 1 arts air employer that is providing workers'compensation Lisa ante for my e►sployeex Below is the paficy and job site iufarnxrliata. Insurat}ce Company Flame: AmerIcan Zurich Insurance Company Policy#or Self ins.Lic.#: WC0182015-00 Expiration Date: 9/1/2016 41 McGee Drive Hyannis,MA 02601 Job Site Address- City/StaiePZip: Attach s copy of the workers' compensation policy declaration page(shoring the policy number and expiration state). Failure to secure coverage as required under MGL c.152,§23A is a criminal violation punishable by a fine up to$1,500.00 andlar one-year imprisonment,as well as civil penalties its the form ofe STOP WORK ORDER and a tine of up to S250.00 s day againstthe violator.A copy of this statement may be forwarded to the Office of Investigations or the DIA for insurance coverage verification. I do hereby cadfy under the pahis and penalties of perjury that the Ir#ormafion provided alcove is Irue arrd corned anon Pa . October 6,2015 011clal use only. Do not write in this area,to be completed by city or tower o,,ldaL City or Torun! Permit/License# Issuing Aethority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Eleetvical Inspector S.Plumbing Inspector 6.Other Contact person• Phone#• AC R 08/1712D15& CERTIFICATE OF LIABILITY INSURANCE °A�i2016D"""1`' 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 dw certificate holder is an ADDITIONAL INSURED,the poliCy(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 fights to the certificate holder In Hsu of such endo►sement(s). PRODUCER - CONTACT MARSH RISK&INSURANCESER%ACE5 AMIE _:.._.:—.._.._...... .......... Fg1c _.._ _ 345 CALIFORNIA STREET,SUITE 130D ra cONaEo.Exec.,.._...... . . ...... ...... 1t!►ryo}_. CALIFORNIA LICENSE NO.0437153 E rM1L SAN FRANCISCO,CA 94104 aovRa ;.......... .........-_.......___._...—.—.AltrrShannDnSCo04t5-743-8334 1N9URER(S)AfFORDIN000VERABE.•,•. _.:_.- NAICi1 _ 998Ml-STND-GM4AJE-15-16 INBuRER A:Zuridl AMOdCCar,InsurarJce Cmnpany i16535 INSURED INSURER 13.IVA NIA SdaratyCorporation ...... .,.._...... ...... .. .......� 3065 learviewWay INSURER C:NA t(Ip 5 -- anNlelso.CA344 02 --------.._._._......_....... ................... _......._.._.. INSURER D:American Zur ch Insurance CCmpany �40142 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: SEA-1=713636.08 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 NAVE BEEN REDUCED BY PAID CLANS. _..-. ...__ r. _. --- -- INsR; AiS[)LTSUBR ... POLItY[�F POLICY EXP ---—-- _.._.._. ...... ........ L1R, TYPE OF INSURANCE OLICY NUMBER MMlDD MIN! LIMITS A X COMMERCIAL GENERAL LIABILITY GLOMM016-00 D910112D15 09101=6 EACH OCCURRENCE $ 3,D00,000 I-.... . RENTED ._.._.. ._...... AMA F a CLAIMS MADE I.....J OCCUR �° SE$E 3,OSD,800 .. - ' X SIR:E250,00 I MFD 5,000.. PERSONAL&AIYV INJURY GEa'L AGGREGATE LIMIT APPLIES PER I GENERAL AGGREGATE S 6,000,000 POLICY f ]jE a ... LOG ?RODIJGTS:COMPIOP AGG S... _..._ . _ 6.000,000 OTHER. t S _ . A AuromoaaEuasiurt 1BAP0182077-DO 0940112D15 1 DSINGLE L rr S 5,600.000 X ANY AUTO I 101010016 $DOILY INJURY(Per person) S xALL OWNEDSCHEDULED _. AUTOS X AUTOS j 4 BODILY INJURY(Per accident) S X X NON-04NED, 1 PROPERTY DAMAGE S...................._........ WREDAUTOS AUTOS I .dc++ilwl...__ .. ........ ..... ._._.^.... ._...._.._ 4 COFdPICIDLL DIED: 5 $5,0D0 UMBRELLALIABHCLAMADE OCCUR I ! EACH OCCURRENCE 5.............. EXCE88 LIAB HNS- J AGGREGATE S OFD -I RETENTIONS S D VIORKfR4cOr1IPE?iSAT10a jWC0182014-Q0(ADS) 001R015 ;091D112016 X1gETR _ AND EMPLOYERS'LIA6U TTY q Yla 7NCO182015-00 MA 091DU1015 09;O1=6 ANY PROPRIETOR r:xC dFJ'i!E%ECtfnUE { i E.L.EACH ACCIDENT S,\ 1,DOD,DDO OFFx:ER1EtEMaERExCLUDED7 �RlA� —._ .._....._. ............. (Mandatary In 6uT) WC DEDUCTIBLE.$500,000 E L DISEASE-EA EMPLOY S 1,000,OD0 f 11 yea,descr10-wider I ION 1 D IN O OPERATIONS betaw I E.L.DISEASE-POLICY LIMIT $ 1,DD0 000 t DBSRRrPTM CF OPERATIONS J LOCATIONS I VMCLES IACORD 104,Additional Remarks Sche",may be atlaehed U more apace Is requkedl Evidence of 415UTaTICe. CERTIFICATE HOLDER CANCELLATION Sda(►y CoTporelwn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 30%Clemiew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 I ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Se A ces Charles MarmDlejo 01088-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I r u Version#49.3 wAsolarClt o October 5, 2015 Project/Job#0262034 RE: CERTIFICATION LETTER Project: Monahan Residence 41 McGee Dr Barnstable, MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP3: Roof DL= 10.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP4: Roof DL= 10.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP6: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.18757 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. J I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. H OF SKANDA Paymon Eskandanian, P.E. Digitally Signed by RUCTURAL cn Professional Engineer ;4 a51866 Q i E mon skandanan T: 714.274.7823 Pa y 9 � email: .peskandanian@solarcity.com 2015.10.05 22:01:11 -07'00' ONA4� 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY AZ ROC 243774,CA CSLB 888104,CO CC 8041,CT HIC 0632'7M OC HiC 71101486,DC HSS 71101488,HI CT•29770,MA HiC 168572,MO MH1C 128946,NJ 13VH061606w, OR CCB 180498.PA 077343,TX TOLR 27006,WA GCU SOLARC'01907.O 2013 SolarCity.All rights reserved. 10.05.2015 PV System Structural Version#49.3 , SOlarCit °� y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project.Name. v _ Monahan Residence v a AHJ: Barnstable Job Number: 0262034 Building Code: MA Res. Code,8th Edition Customer Name: Monahan;Gregory Based On_ IRC 2009%IBC 2_0.0_9_ Address: 41 McGee Dr ASCE Code: r ASCE 7-05 City,/State: Barnstable,_ -MA "" Risk Category_ 7 � II r F= Zip Code 02601 _ Upgrades Req'd? No Latitude/Longitude 41.663004 �:70.315225 Stamp Req'd? Yes SC Office: Cape Cod PV Designer:, Chris Doan Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757' < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP r i • • • O a • • 28 �y 41 McGee Dr, Barnstable, MA 02601 Latitude:41.663004,longitude: -70.315225,Exposure Category:C 1� I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1. Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties sW ._S an i_. 11.70 ft,. x Actual Dm. : 7.25" ; Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Com Roof San 3 .., _ �A :, •. 10.881n.^2* Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathin °` f 'Yes San 5 1 I x , .:: -- '47.63 in.^4 Board Sheathing None Total Rake Span 14.46 ft TL Defl'n Limit 120 Vaulted Ceiling "No "PV I Start <' "' 1.42 ft Wood Species -SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope 7' 4 - -- "300 " " ''""PV 2 Start 3 Fb p. ., 875 psi,.. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing T "Full "� " PV 3 Start '°x° - �_ � � ., ,E_ 1400000 psi R Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load °_ PV-DLL '3.0' sf - 4 x`1 15 ., 3.5 psf, :u Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Loads~ `" ALL SL12 ' " '`30:0 sf " "° �'k 0.7` J`z 0.47 21.0 psf . ", 14.1 psf Total Load(Governing LC TL 1 33.1 psf 1 29.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1, IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 0.45 1.2' 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 31 psi 0.8 ft. 155 psi 0.20 D+S Bending Stress _ �' "616 si' .6.7 f. 1389 psi, 0.44 D+i S- Bending - Stress -18 psi 0.8 ft. -627 psi 0.03 D+ S Total Load'Deflection 1 '033 in 489 - `6.7 ft.'-' V 1.35 in. 17U.120 ". 0.25a r. ,`u. D+'S I [CALCULATIONOF DESIGN WIND—LOADS NIP1 Mounting Plane Information Roofing Material Comp Roof PV•System Type ` f: ?° - _ ' SolarGity SleekMountT g _MeM^`^ hX .6n 4at M+h3. Spanning Vents No Standoff Attachment Hardware) Comb Mount Tvbe C _ Roof Slope 300 Rafte Spacing k � - .16"O.C. 77, e7, : . Framing Type Direction Y-Y Rafters Purlin Spacings ,A !,. 4� X-X Purlins Only Tile Reveal Tile.Roofs Only NA Tile Attachment System Tile Roofs Only NA` Stan Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 _Wind.Desgn Method- x - Patial /Full 'Enclosed Method h- -y Basic Wind Speed V 110 mph Fig. 6-1 Exposiire.Category , ,,. ,- _ n C Section_6.5.6.3y Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean RooUHei ht h ; 1.« :: —I �a, 15 ft .. Section 6.2... Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic factor41, YT v ip � � -IIN 1.00 0, ' k Section 6.5.7t. Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0, Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure:Coefficient(Down)-,,.. GC - A: � .,.. � _� � 0.88 � � -- ' Fig.6711B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS . X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Maio Allowable:Cahtilever ALandscape „ " .s . < 24 , s a ., ; NA Standoff Configuration Landscape Staggered Max Standoff Tributa Area Trib _ 17 sf k PV Assembly Dead Load W-PV 3.0 psf Net�W d Uplift at Standoff - 'T-actual - -4 _-342;Ibs'�7 :0 , 7 07 7, 77 7 Uplift Capacity of Standoff T-allow 500 Ibs c � Standoff Demand Ca aci k A, ,a, _� . DCR , ___ ., - ,..,. a .68.4%, X-Direction Y-Direction Max Allowable Standoff Spacing. Portrait 48" 65" Max Allowable Cantilever - - _- °Portrait L-4 .f NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area= Trib' m -22 sf _ �. PV Assembly Dead Load W-PV 3.0 psf Net Wind!Uplift at StandoffsT-actual n4 , •_ ,x 426 ibs , . 4 -• . Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci .M 7, w DCRZ _ 85.3%— J STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK - MP3 0 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties w San 1 > ' >k 11.59.ft .Actual.DE a 7.25.!" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material,- .. Comp Roof San 3 , ;'_ ._ ` W ASY' ' * 10.88 in:^2 ' Re-Roof No San 4 S. 13.14 in.^3 PI wood'Sheathin Yes ~'�f ` ,3S an 5 'Yg: ,,, 5,0' ~ I " 4763 in.^4 s_ Board Sheathing None Total Rake Span 16.20 ft TL Defl'n Limit 120 Vaulted Ceiling _§`"4' " Noy" PV 1'Start 7 '°3.92ft Wood Species 'SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Slope 400 PV 2 Start: ;:` Fy 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi ITop Lat Bracing Full - s PV 3 Start;_. E�i, s ,.1.. 1400000psi 4,, Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.31 13.7 psf 13.7 psf PV Dead'Load r .r .m "'PV-DL 3A sf ...w- x 1:31 , w 3.9 sf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SLl'2 w. 30.0 psf `x 0.65 1 x 0.35 19.5 psf 10.5 psf . Total Load(Governing LC TL 33.2 psf 28.1 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 0.40 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 28 psi 0.8 ft. 155 psi 0.18 D+S Bending + Stress 580 psi ,6.6 ft. 1389 psi o0.42 - .D+,S , Bending - Stress -23 psi 0.8 ft. -562 psi 0.04 D+S Total Load Deflection: 0.39 in..j A1463 _ 6.6 ft., ,. t1.51',in. .i 120 - .:�10.26 &,, ��D+S r;Lj CALCULATION OF=DES VG_N4WIND-LOA IDS=MP-1— Mounting Plane Information Roofing Material Comp Roof PV�System.Ty a, Sleekl ountT" . Spanning Vents No Standoff Attachment Hardware .2 -` : '70 Mount Tvoe C : 7 71 Roof Slope 400 Raft Spacing - x , A 16"O.C. z.Ty a Framing Type Direction Y-Y Rafters Purlin SSpacing _XyX Purlins Onlyl ' NA Tile Reveal Tile Roofs Only NA Tile Attachment _System v Tle_Roofs Only NA Standin Seam/Trap Seam/Trap Sp acin �SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method"*, !W � z '°� °' :1' Partially/Fully�Enclosed Methods°^� � Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category- - - - - _Section 6.5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15.ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor. KA 1-00 _ Section 6.5.7_ - Wind Directionality Factor Kd 0.85 Table 6-4 Importance:Factor _. u.. ,. L, _,, . a.: 1.0_ Table 6-1. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down "' GC w" =` '` .u '" 0.88 " " "" Fig`6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up Pful)) -21.3 psf Wind Pressure Down 19.6 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_Tribute Af- 0.Trio z w a 6" W-17 sf 'I ,k PV Assembly Dead Load W-PV 3.0 psf NetW ind Uplif at Standoff' T-actual _ -345;1b�, f," 7, °,, Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci r DCR 69.1 b X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable CantileverR °" Portrait , 77, 5 IQPI NA I - Standoff Configuration Portrait Staggered Max Standoff Tribu_ta Area - Trib "� '-,`22'sf�,_ -' * ry. PV Assembly Dead Load W-PV 3.0 psf _Net Wind Uplift at Standoff T=actual °.; -430 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 86.1% f LSTRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" RoofSystem Properties Spary 11 1(" - ` "`' `11'58 ft"" : Actual D _ >7.25". : Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roo S ._ ,,`;..r v , A 7 `v 10.88 in.^2, Roofing Material;. ... < . � ,,� �Com an 3 Roof. � : �- � � _> �� Re-Roof No San 4 S. 13.14 in.^3 Plywood Sheathing :. Yes• ;., San 5 A , ,•, •r4 0 k� 47.63 in.^4{ Board Sheathing None Total Rake Span 16.19 ft TL Defl'n Limit 120 Vaulted Ceiling, .` . ° V ) °gNo " °� v PV.1 Start, p .r; .3.92.ft a.,i , 4,Wood Species,, _ -- -SPF. - Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Slope., Q, 400 PV 2 Start,,' 'F' sA 875 psi Rafter Spacing 16"O.C. PV 2 End R, m 135 psi Top'Lat Bracing x. .,Full _ .PV 3 Starts : so E „ �, . a,1400000 psi Mot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading manr Roof Pitch 10 12 Initial Pitch Adjust 'NMpd PV Areas Roof Dead Load DL 10.5 sf x 1.31 13.7 psf PV Dead Load x rt -� � . .,,,„ 77 `PV-DL > . ,, A.0. sf..,....& x -1.31 3.9 sf Roof Live Load RLL 20.0 sf x 0.70 Live/Snow Load tt . .,. i z .. =10.5 psf. LL SL 30.0.psf.__ :. „x 0.65 a 1,x;0.35.Total Load Governin LC TL 28.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.91 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 1 0.41 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity. DCR Load Combo Shear Stress 28 psi 0.8 ft. 155 psi 0.18 D+S Bending + Stress -._ 579 psi 4*"'&6 ft4 `'�`°'1389 i _ " ; -0:42 - D+,S Bending - Stress -23 psi 0.8 ft. -563 psi 0.04 D+S Total Load Deflection ;. . « Aila s 0.39 in. �e U464 4� 6, �,6.6 ft 0.26 a' r..t:_`D+.S r. I �t [C --7771 ALCULATION OF DESIGN WIND LOADS=MP4 i Mounting Plane Information Roofing Material Comp Roof t ,. _ SolarCitv SleekMountT" _ Spanning Vents No Standoff Attachment Hardware Comp'Mount Tvpe C Roof Slope 400 Rafter Spacing - r ;< 16OC � n� t"'�Framing Type Direction Y-Y Rafters Purlin Spacing x, W .,. _ �.,. ,. _ $XX`Purlins Only ___ NA Tile Reveal _Tile Roofs Only NA Tile Attachment System '" Tile Roofs Only NA Standin Seam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind DesigmMethod - 6 ;-,: f Partially/Fully:EnclosedA& odn: : " Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category �... :. .. v .0 < w >C T;., ,, —4 T -,- - - , , Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height V I m h Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topo ra hic Factor � � Krt _ " ' 1.00" # Sectiom6.5.7- Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor y 2, 4 I �,, .T , ., : , t: ¢: 1.0 1 . Table 64- Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext Pressure Coefficient Down . <GC l wn . .• _.m n;. _, 0.88. ti. j Fig'6-41B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable'Cantilever` Landscape : ..24" e • NA Standoff Configuration Landscape Staggered _Max Standoff Tributary Area _ •. Tribes _` ' `17 sf '' ' a, PV Assembly Dead Load W-PV 3.0 psf Net Wirid Uplift�at.Standoff T-actual .a ..A --345-Ibs;° Uplift Capacity of Standoff T-allow 500 Ibs �,..� Standoff Demand/Ca aci .. . DCR 69.0%" X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" "� Ma_x'Allowable Cantilever.' = Portrait �� ,0 5 � r . _ -=F 19'u Standoff Configuration Portrait- Staggered Max;Standoff Tributa Area = - ` Tribsf ---.k--.!Y ._. PV Assembly Dead Load W-PV� 3.0 psf Nets V d!Uplift at-Standoff° = °_ T-actual P �- 'I v A uz 430:Ibs Uplift Capacity of Standoff T-allow 500 Ibs andoff:D Stemand Ca aci . .: . DCR_ 86.1% - s °„ 3 - •, ry ,, STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP6', Member Properties Summary MP6 Horizontal Member Spans, Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties San 1" .S. 11.24`ft Actual D w 7.25" :a Number of Spans(w/o Overhang) 1 San 2 _ Nominal Yes Roofing Material x ,,fir Com 'Roofs V S an 3 ` : 9 ,f W-, '' ' _ ` ` 'A` ''"Z '110.88 in.^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathin �NYes,, � San 5i=, � A, h I �,. X'47.63 in.^4 Ate._ Board Sheathing None Total Rake Span 12.43 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.08 ft Wood Grade #2 Rafter Sloe : . R r 1 tt & ,140, _ °4 PV 2 Start .. °' * _. ;fir. 3 Fb V r �I n 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi ,Top Lat Bracing k Full xPV 3 Start :, .a,.,_,. ,-:E art. x, .1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.03 10.8 psf 10.8 psf PV Dead Load,. t� A, w.,. ", s'_-... =PV-DL, .4 3.0 psf sA -sue x'-1.03,4, A 3 r ,11, OM 311 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SL1�2 30.0psf,,. =r_ ..:m x 0.7.,. I.x.OJ _a _a 21.0 psf „ , 21.0 psG7 Total Load(Governing LC TL 31.8 psf 34.9 Dsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.91 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 0.52 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 0.8 ft. 155 psi 0.22 1D+S Bending(+ Stress- e io . . -e641 si. oit 6.4 ft. , o, Wyk Q1389 i,4� % 0.46 Ov,34 k � D+S Bending - Stress -14 psi 0.8 ft. -725 psi 0.02 D+S. Total Load Deflection _ 0.25.in., 549 6.4 ft.w? 1.16 in._l A1120 R 0.22 .:.. M D+mS. , [CALCULATION OF=DESIGN WIND_LOADS=MP6 Mounting Plane Information Roofing Material Comp Roof ,. ., , ., poi a., > SolarCity:SleekMountT"_ - r _ PV System TYP_e Spanning Vents• No Standoff Attachment Hardware _ x. "'Como Mount Tvoe C m Roof Slope 140 RafterrSpacing. Framing Type Direction Y-Y Rafters Purlin_Spacing` ""` i =X-X Purlins.Only; �01 0 t - Tile Reveal Tile Roofs Only NA Tile_Attachment System Tile Roof O lyWIM N�A'�` T Standin S ra Spacinq 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'Catego_ry ,„ ;, - _ 1 .0 Ct Section_6 5.6.3 -- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height �h _157;ft ' Section 6.2 i Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.85 Table 6-3 To Factor ,� Krt_ 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor-77-77777 7 7_7, I 7- : .77 1.0.- :. �n ,ve. Table 671 Velocity Pressure qh . qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient(Up3 GC u -0.88 Fig.6-11B/C/D-14A/B Ext.°Pressure°Coefficient` Down 1 ' ''GC W ,> Al 0.45 .. °A Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 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`St andoff_Tributary_Area� I•- Tribe - !Ev 9 4 4.,,:L .,& 17Esf 4 A . ; PV Assembly Dead Load W-PV 3.0 psf j — -- Net Wmd.Uplift at Standoff Tactual -309'Ibs`' Uplift Capacity of Standoff T-allow 500 Ibs Standoff,Demand/Capacity DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever. Portrait r4 ' 1.9" ,. a 1& s Standoff Configuration Portrait Staggered .. t' V ,.y;�; .. `f ea�•g" his �.r -- Max Standoff Tributary-Area "rTrib" 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ T-actual 386`Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Capaci NDCR Ik, �x°.77.2% : TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel LA-' Application # Health Division Date Issued cl" 3 PF Conservation Division Application Fee Planning Dept. gf t91 F p f Permit Fee ,P {c S�_'6X-) Date Definitive Plan Approved by Planning Board 711 VI T ►�s' Historic - OKH _ Preservation/ Hyannis Project Street Address C 64,e, N/S, Village IA-9 �wk LAI r�n Owner /d�G low/ V1l o lyAh 4-/✓ Address �tI /�Ek3/�il✓w iQV� SCY vr►rr►�� Cf dzi!�3 Telephone R3. - Permit Request ^� cti ►�✓I s �-t ' 6't v� s0 C1'7 Square feet: 1 st floor: existing 1 {ILproposed 11%, 2nd floor: existing 0 proposed �46 Total new a Zoning District rZ - / Flood Plain C Groundwater Overlay Jill' Project Valuation /,'6 oo o Construction Type Win) PIX-4- Lot Size P-I, J R q SF Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2"' Two Family ❑ Multi-Family (# units) Age of Existing Structure 0,YyRS, Historic House: ❑Yes 3<0 On Old King's Highway: ❑ <o Yes Ll Basement Type: U Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �`Y Number of Baths: Full: existing_L",.�3 new Half: existing new Number of Bedrooms: existing I new Total Room Count (not including baths): existing _ new First Floor Room Count Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric LdOther y g/ost w�►( a.� �o�' a a �.�rt�6�xX S�r -'-� Central Air: CJrYes 0'No Fireplaces: Existing O New Existing wpe /coal stave: C l'es'Ll< Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:=G7�existing no size_ Attached gara e: Zexisting 0 new size _Shed: ❑ existing ❑ new size _ Other'I ' l`/x2z. Cove✓4+O C✓3..aa-,& , Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ erg Commercial ❑Yes ®'No If yes, site plan review# Current Use yr 5' Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `Name -�a� i lam t'� Telephone Number L/ 3 g Address 32 Li i-n f-eo Y t License y6, Yam a t'L. Goo•�` t�v►+� b�-6 Home Improvement Contractor# 1,.5.8'7 J$ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /4d;CJwa SA JW,,LJ t�v►y4 :f68- 9SZ-�6(o� SIGNATURE DATE / S- 0-0 1 y F.. FOR OFFICIAL USE ONLY = `� APPLICATION# DATE—ISSUED ; b MAP/PARCEL NO. — 'It ADDRESS VILLAGE OWNER DATE OF INSPECTION: r s OUNRA1J.ON41)MIU [3AH&MOAHrE ; _r s ' - FRAME i� FIREPLACE . ..... ELECTRICAL: .. ROUGH FINAL PLUMBING: ROUGH FINAL GAS:_ ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r: ASSOCIATION PLAN NO. r _ - mie,Commonwealth gfMassachusefts Department of fndustr`d Accidents r Office of Investigations 600 Washucgtan Street Boston,MA 02111 www.mass gov/dia Workers Compensation Insurance Affidavit: Btulders/Contractors/ElectriciansAPIm nbers Applicant Information Please Print Legibly Name(Business/Orga.niiafimon&vidval): J ,e { ice'? �i�► a Address: .S City/State/Zip:.. M 4. Phone#: '7°7 e! 6 Are you an employer? Check the appropriate box: Type of project(required): 4. I am a eral contractor and I 1.❑ I am a employer with ❑ 1' 6. ❑New construction PfffPlDyeeS (fall and/or part-time).* have hind the sub-contractors 2.YI am a sole proprietor or partner- Issued on the attached sheet 7. []Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition. working.fur me m any capacity. employees and have workers' [No workers'comp, insurance comp.insuranoe t 9.. ❑Building addition required.] 5. ❑ We are a corporation and its .10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions o workeLs' c right of exemption per MGL myselfomp• 12.❑Roof repairs insm ace.required.]t a 152, §1(4),and we have no :. employees. [No workers' 13.❑ Other . comp._insurance required.] *Any applicant that cheoks box#1•mnst also fill out the section below showing their workers'compensation policy information. t Ho meowners who submit this affidavit indicating they arc doing an work and then hire oatside contractors mast submit a new affidavit indicating such. xContractws that check this box mast attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-conhwtors have employees,they must provide their workers'comp.policy number.. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#.or Sel€ins.Lic.#: Expiration Date: Job Site Address: �t v+�G �'e o��_ ./5/ ��, •M�t1' City/Stnte/Zip: /'�y����`r" ►Mvr O ,Z(, o .Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one year imprisonment,-as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violatot. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage.verification.. I do'hereby.certify under the pains and penalties of perjury that the information provided above is true and correct -.-Si .Lti e Date: 9 A J— ef-o / Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: PermitlLicense# ' I Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5..Plumbing Inspector fi..Other Contact Person: .w. Phone-#: : Information and Instructions Ir�fassar�iusetfs General Laws chapter 152 requires all employees to provide-workers.' compensation for their employees, . 1'rnsaamtto this statrrte, an employee is defined as"...every person in the service of another under any contractofhira;' express or implied; oral or wrrttem" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more•..' of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing'employees. However the' owner of a dwelling house having not more than three apartments and who resides therein,.or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on.such dwelling house' or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be'an employer." ?YfCrZ chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for$ay applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall meter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." !jpplicants Please EE out the workers' compensation affidavit completely,by cheddag-the boxes that apply to your,sitaatian and, if. necessary,supply sub-contract azr s)name(s),address(es)and phone nnmber(s)along with their certificate(s)of ins trance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no-employees other than the-' members or partners,are not requued to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial' Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be mtu:rned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please.call the Department at the number listed below. Self insu red,companies should enter�ffiei.r self-insu:ante license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant •Please be sure to fill in the permit/license n=ber which will be used as a reference number. In addition,an applicant !I that must submit multiple permit/license applications in any given year,need oaty-submit one affidavit indicating current. policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or. ' town)."A copy of the-affidavit that has.been officially stamped of marked by the city or town may be provided to the applicant as proof that a valid affidavit is an file for future permits or licenses. A new affidavit mdst-be filled out each year. Where a home owner or citizen is obtaining a-license or permit not related to any business or commercial ventrtre (i.e. a dog license or permit to,bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your coaperation and sfiould you have any gaestiOnz,; please do not hesitate to give us a call Chi Department's address,telephone and fax.number I The Commonv"ealth of Massachusetts Departrnmt of Industrial Accidents ' Office of Investigations 600 Washington Street Boston,MA Q2111 . Tel,#617-727-4900 ext 406 or 1-977-MASSAA E Fax 4 617-727-7749 zsed 4 24-D7 www.mass.gov/din ADIr1o►JS p °DtFt"m ©vls P t T MA q1VC Guide-to 11 rrurl("u .`truc boil in H h 11 rnd Ai-eti : //0 inph Wind Zoite Massachusetts Checklist for Compliance (78f1 C MR 5301.2.1.1)' Gr4�� G 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Z Number of Stories ..............................................................(Fig 2)............................ I stories is 2 stories Roof Pitch .............................10-1..f..�.............................(Fig 2) ..........................................LJ 2i/.;L-12:12 MeanRoof Height ................G. 3 .. ................................(Fig 2).... .........................................4�ft <_33' Building Width, W ...................... .. .. (Fig 3)................................................ 2 ft s 80' ..................... .. ....... . BuildingLength. L :5 9 .... .... .........�... (Fig 3).................................................eft 80' Building Aspect Ratio(L/W) ...........2 ....!....I.....................(Fig 4)...........................................'.t2 !1 153:1 Nominal Height of Tallest Opening' .....�.!........................(Fig 4)................................................ <_6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION13 5/8"Anchor Bolts imbedded or 5/8" Proprip1pry Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ............2. .'a..........0......(Table 4).....................................u........ in. Bolt Spacing from end/joint of plate ...(r„�.�.1..?r...........(Fig 5).................................... in. <_6"-12" Bolt Embedment-concrete...................7-7.u...............(Fig 5).................................................-1 in. >_T' Bolt Embedment-masonry.....................".................(Fig 5).................................... ....... . — in. >_ 15" Plate Washer...........................3.x 3.x.!.1..............(Fig 5)............................................... 3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter).................................... Maximum Floor Opening Dimension.....G.�rl%.................(Fig 6)..........................i�ft<_ 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.... ...........(Fig 7 ................... ft <-d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall. ..........:...(Fig 8)....................................................!ft <-d FloorBracing at Endwatls................................... ..............(Fig 9).................................................................... Floor Sheathing Type ....................................... ................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ................................ ....... ........(per 780 CMR Chapter 55)......................:3/+in. Floor Sheathing Fastening....................... ......... ... ...(Table(Table 2).. d nails at tin edge in field 4.1 WALLS Wall Height Loadbearing walls........................ ...$......,.............(Fig 10 and Table 5)...........................�ft 510, Non-Loadbearing walls.................' ...1-2 ................(Fig 10 and Table 5)........................... ft <_20' Wall Stud Spacing ...........I........I................(Fig 10 and Table 5)..................: in. <_24"o.c. WallStory Offsets ........................................................(Figs 7&8)............................................ - ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.............2x�0....(Zx.4...U.P� (Table 5)..............................2x�- ft in. Non-Loadbearing walls.........�/...................................(Table 5)..............................2x4- ft Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11).............................................. ft>_W/3 OF M4SSq Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................Iz ft>0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... MICHELE CUDILO f) -A Top Plate I //__ t o SIRUCTDRAL ice Length + WRl,L,i t0 (Fig 13 and Table 6) N0 sri- ft No.34774 S ice Connection (no of 16d common nails) .(?A (Table 6) o �Q 09 9Fals-f �FFSSIONAIL P°N ' 3D ,A�m1� I�bQrFrc1�? S� 1 /��G� URNIS HA 111 t'f;tride!a 11 i►nd(i►►t.clruclioit in ffig h tt i id A rc us: /!0 mph 11 ilia'/_r►tr � Massachusetts Checklist for Coml)liance (7xo( mi4 ;;t11.2.1.1) 2 Loadbearing Wall Connections 49� S 9JN xocri Lateral(no. of endnailed 16d common nails)............ .(Table 7)........................................................ Non-Loadbearing Wall Connections12 Lateral (no. of endnailed 16d common nails)............ ..(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .....................`.. ......................(Table 9)............................... .. ft — in. <_ 11' Sill Plate Spans G� .,3.�..................(Table 9)................................ram ft=in. _< 11' Full Height Studs (no. of studs) .........(J)...................(Table 9)........................................................ Non-Load Bearing Wall Openings(reco d largest opening but check all openings for compliance to Table -) Header Spans............................ 'd.� ..................(Table 9)........................N�ff._ft_in. <_ 12' Sill Plate Spans...........................r ....0.....................(Table 9).............................. ... ft_in. <_ 12„ Full Height Studs(no. of studs)......... 3).................(Table 9)............................. ... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° I Minimum Building Dimension,W= 24 W- 2 Nominal Height of Tallest Opening2 .-7.�............ / 6�s 6'8'. ... ...................................................... SheathingType................ ............ ................(note 4)...................................................... P Edge Nail Spacing... ...:.. - .... .(Table 10 or note 4 if less)........................ in. Field Nail Spacing.... . ........ 1. 1...4 Table 10).................................................. Zin. Shear Connection(no. 16d co o nails)(Table 10)........................................................ Percent Full-Height Shea�iing. rpt ll.XFA...(Table 10).................................................Zf�/oXIZ=��L�L 5%Additional Sh thing for Wall with Opening>6'8"(Design Concepts)..................... �- Maximum Building Dimension, L- Hi L% 151 1 u Nominal Height of Tallest Opening ... .................................................................. 6,8„ SheathingType..............................................(note 4)......................................................_�P Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing................... ......................(Table 11)................................................. In. Shear Connection no. of 16d commo!�nail Table 11 Pr Percent Full-Height Sheathing., .44. !"b.:5 able 11)....................................................�°°x1S--2 0� 5%Additional Sheat ing for Wall with Opening >6'8"(Design Concepts)..................... Wall Cladding JVf , 2` fo =11,V ok- Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)............k 2ft<_smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Sao 2 1 1 Sttr 1�So Uplift.......................?.'kage ..(Table 12)............................................U= gbg 44I,SA Lateral.............................. ..(Table 12).............................................L=�(o Shear................................ ..(Table 12)............................................S=_� Ridge Strap Connections, if ar not 21..... (Table 13)..............................T=— Gable Rake Outlooker......................................... (Figure 20).N1,4..... — ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)........ ...................................U= — lb. Lateral(no. of 16d common nails)...(Table 14)....... ..............................L= _ lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ........................ .. �.. / V in. >_7/16' W Roof Sheathing Fastening ...........................................(Table 2)...�j.C� ...�. ...Q. .... .�Gj' .. Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold-downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. �oF MAS81,, a bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. � M GV�1�EtP� N o Sj -7 A o ���O�3 N �� A 9OGIS��P C>� q�FFSSIONP�� ad NAI�h i ( �1 i �kNi NG IArTE - I I i 5/6 lN'fF.Rt�A€AIkYE EDGE . ( -3' miry. I $DraS WSP_ ATTACHMENT ty0'f To .g GAL E POP VERT• Ab _AORIZ. > TTACWAMBMOr, NOTES. Wood Structural Panels shall be minimum thickness of 7/IV and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. , ii. All horizontal joints'shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. 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 bottom 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. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment \Noop STgUCjUaA(L P4►SfL (WSP) - s+tEA?+�INCti to � .� q ..I o � d N�►►.� � 12 a�. � It�Z�mEl71�ATti ��AMIIJC� � ''I z� � S � r�ILS C���, << 0,C.. � VER1•. W5 P �ED C��a • -4� CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD r FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation ---- - —--- Extent of header(two braced wall segments) ------- Extent of header(one braced wall segment) -- - __ - Top plate continuity is required per R602.3.2 s q a • �,��� .� �� � ,� '�. s r �� t' . . ;•� � Sheathing filler Mtn net f needed • s �•;•; ---- 2'to 18'(finished width) r n w M.I i 16d sinker nails Fasten sheathing to header with 8d common ;; ;; �« ^ I (0.148"x 3-1/4") nails(0.131"x 2.1/2")in 3"grid pattern as shown i „i in 2 rows @ !.,. ;. and 3"o.c.in all framing(studs and sills)typ' 'All o.c.' 1,000 lb. header-to-jack-stud strap « «•i I 1,000Ib. header- "' on both sides of opening ^' ^'' ,;, ,;,; P 9 I I A. i to-jack-stud strop !„; «,l (install on backside as shown on i:: « ;«,I on both sides Max. ! Side Elevation,Ref.No. LSTA24) -:4 height of opening(Ref. 10' `� No. LSTA24 g Min.(2J 2x4 fyp. I; w ) Braced wall If panel splice is needed it shall •^ A•I «•i segment per ;« r•' occur within 24"of mid-height. R602.10.5 1•;• «« - �•� 3/8"min. Blocking is not required. i; thickness wood .;.i ( ' « ,'"i structural panel Min.width based on 6:1 No of �',^, sheathing height-to-width ratio: For jack studs I; «• l •„t example:16"min.for 8'height, per table I !•'• •1•I 20"for 10'height,etc. R502.5(182) j. ;«•!, «• - Min. 2"x2"x3/16"plate washer ia; ; fi• I ►._ I Anchor bolt per R403.1.6 Typ. -- -- Foundation per code Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. \oic this narrow wall bracer.,segmeni meeia i2e ,n',::ur,u:i; req:irrmeni; for �%Ai bre.atg FIGURE 2 !o.i,i, in Tile pl.n e o. inn X%.i;l? Tit,: i:nldr.:g.lrligner shnul.i d Tern:nr %kh,ii <pe EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(1RC R602.10.5) ,.. c,naik are neiee,ary To prnri.ie.,..ou,l?leir f„si p:;ii��nr.;suig phi,hraccrr ui�iir arunurr _ At corners,connect the ., - - ----- - - 16d nail at 12"o.c. two walls together as outlined in this detail to (� j provide overturningOrientation of stud may vary restraint. Gypsum,when required, j installed in accordance ( with IRC Chapter 7 Wood structural panel i -S,` 6 f GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,f c=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better.. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. lx6@ 16 o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o%: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: , a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 14;`i"} 8.'Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs l6d @ 12"staggered a.All nails shall be common wire nails. i b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. r V l �/t1��4�� ty�i� ��i�lsLfil✓TiPiV W Office of Consume t .affairs and B sess 1Zegulation 10 P 1 laza - Suite 51ln70 Boston„1\�assachusetts b211.G Home Improve'nent Contractor Registration • Registration: 158718 ,. ✓; c N Type: Individual �fi Expiration: 2/26/2014 T4i 221312 a� J JAMES A. MILANO CL JAMESMILANO J 2 - `o a 38 WINTER ST —�. W YARMOUTHPORT, MA 02675 -- Q: !„%" Update Address and return card.Mark reaso�t for change. c O W 1- [] Address ❑ Renewal �� Employment [_� Lost Gard l r DPS-CA1 0 50M-04/04-G101216 V 0 C - .� c _ _ -\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use oiily ! U �' 0= H � J—. HOME IMPROVEMENT CONTRACTOR before the expiration date. If found returnito: c w D _ ; Re istration: + Type: Office of Consumer Affairs and Business Regulation ;1 CE W Z 0 v € Expiration 2/26/2014 Individual 10 Park Plaza=Suite 5170 a ' Boston,MA 02116 '0 } �� JA S A.MILANO ? j a ` JAMES MILANO 38 WINTER ST ®,.. YARMOUTHPORT MA 02675 Undersecretary Not valid without signature DATE: September 1, 2013 SUBJECT: Property at 41 McGee Drive Hyannis, MA 02601 To Whom It May Concern: Please be advised that Jim Milano of J.A. Milano Construction is representing us as our agent/contractor in matters concerning the remodel of above referenced property. Any questions or concerns can be directed to us via email at firefighter1013@yahoo.com, or by phone, at(203)888-5997. ; Thank you for any considerations in this matter. Gregory and Illona Monahan X-PRESS PERMIT ?o[,�'So I �s 160 M - 2013 Town of Barnstable *Permit# tonths fr �bissue date Regulatory Services F TOW ! TABLE MA Thomas F.Geiler,Director � 039. pTfD MA't� Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma us Office: 508-862-4038 Fax:.508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Valid without Red X-Press Imprint Map/parcel Numbe Property Address v C_ � �esidential-!!-Vafue7'of Work-30G Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address V— 1 6 Contractor's Name �� Telephone Number de ) yy' Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I o e proprietor am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors QK-ep-lacement Windows/doors/sliders.U-Value ► a ! (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors.License is required. SIGNATURE: A.xUrDT rr r;c\r nutuc\hn;td;no nermit forms\EXPRESS.doC °F� Tti Town of Barnstable P °^ Regulatory Services ` uxrtsTesr r Thomas F.Geiler,Director rEn ,� Building Division Tom Perry,Building Commissioner. 200 Main Street, Hyannis,MA.02601 www..town.barnstable.m.a.us Office:. 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: l a v l J JOB LOCATION: I v Y \ r 1/� ,. number street village "HOMEOWNER': C, — nam ,Q 1 .wsc home phone# work phone# CURRENT MAILING ADDRESS: 1 'e V\►rS y- 5-1,., 1VN,� C'l U� y tF3 c /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 an that he/she will comply with said procedures and requirements. Signature of Homeowner b, r Approval of Building Official Note: Three-family 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 i 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. d. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner " cehify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community, . + BARNSTABLF 9� 9 ,� Town of Barnstable Aj fp�,I A Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main.Street,' Hyannis,MA 02601 www.town.barnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on,the reverse side. . . QAWPFILESTORMSlbuilding permit formslEXPRESS.doC f The Commonivealth,v,f'Maysachuseft Dqvartlxr mt of Industrial Ae dents wj Office of Investigations 600 Washmgtan Street Boston,.AM L72111 . tyro".-masmgov/dia Workers' Campensafion Insurance Affidavit: BuilderslContractors/EIectric ans/Plnmbers Applicant Information Pease Print Lembl �Name-(Bu tiomgndividmi): T 1 t} C7`YICA V d . /1 Address -CJ CitytS te/Zip:__ Q v, C. rO& q r3 Phone ik 9 Are >rr you a employer. Cher "appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6- ❑New construction employees(Roll and/or part-time)-* have aired the sub-contractors 2.❑ I am a sole pralxie3az or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-can4ractflrs have g- ❑Demolition. working- for me in any capacity. employees and have wc&ers' 9. ❑Building addition IN.o comp.insurance comp.mcmmatue 5. ❑ We are a corporation and its 1G.❑Elo ctrical repA1T2 or additions r d_] . 3.. am a homeowner doing.all work officers have exercised their 11-❑Plumbing repairs or additions myseelf [No workers'comp- right of exemption per hav1Yfe n 12.❑Roof repairs insurance required.]r e. 152,�I{�,and have no 10 o workers' 13.,L1d"tatnner W\ iS ' emp yam.[N comp.msu aznce required.} 'Any appticant thu cheds box#1.mast also$Mont the section below sharing their wale&co penurian policy infunstim— I Homeowners who submit this affidavit indicating tfiey zm&mg an wal and then hire outside contractors unit submit a new afda"mdic w%such. tCoutmamrs that check this bar must attached an addkk a sheet showing the oane of the sub-comtracwn and stare whew of not those earths have employees. If the sub-caatmacirs have empleyeas,they mustpnvide&W markers'romp.policy number. lain all employer that is proviaYng worirers'corsgensadon i surance for my ewplayw= Belson is the policyr and job site inforriradom . Insurance Company Name: Policy 9 or.Seff ins.Lie.# Expiration Date: -- Job Site Address: �1 �C (�-� �v CityfState/Zip: v%. v Q G J Attach a-copy of the workers'compensation policy declaration page(showing the policy nrm er and exImm6an date). Failure to secure coverage as required under Section.2.5A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1560-OG and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$254.GO a day against the violator. Be advised that a copy of this statement may be.forwarded to the Office of im--estigatioins of the DIA for iammuce coyeaage vt caticn- ' I do hereby certr.&under thepuiins a nd pe�natiiss ofpedm71Jrat tie inforiraa#ioon pt�ttpided above is bra nerd correct Date- Phone O,Ulcial xis only. Do not write in ibis area,to be cirmplated by city or totwr officiaL . C-W or Town: PermitfUcense# Issuing Authority(ci rde one): . 1.Board.of Health 3.Budding Department 3.Cityfrown Clerk d.Electrical Inspector 5.Plumbing Inspector 6.Othher.. Phone 9. . w- (Zs, OD � 2,s O I c�T n L,t)`T 15� og 35 CERTIFY THAT THE SHOWN-O'N THIS PLAN IS' CLIENT o� 'PA'►L A. y� OCATED ON THE GROUND 0 LEVY � JOB N0.� AS INDICATED � Na 10617 y DRAY: L r � � CHKD BY:. ' � ISTr.�� i �s,�RyF,;, SHEET-J,0E-J— LEVY �ry � �►�* .t; ;�/,�� ��,� AM t, • -AWSTM D. .:AND:aS . EYo ENGINEERS - LANQSGAPE ARCHITECTS 0 PLANNERS - LAND SURVEYORS N �+ A-rJrJ s, s r R 889 WEST MAIN STREET �j M'4 Y CENTERVILLE, MA. 02632 SCALE : -4--o� DATE: y Assessor•'` office'(lst floor): /(Q�' �/�7/ .Assessor's map and. number ..�...1/.L.�� 0 0 d floor): ` e�Q o Sewage• Permit number ` ........................� .` �.': Z SMUSTULE. i Engineering .Department•(3rd floor) L/ ' O' �` K 3 �00 1"6 9• Housenumber ................ .... .. .. .... ....................../... ...J.. Definitive Plan ,Approved by Planning Board _________ _ _ ______ APPLICATIONS 'PROCESSED •8:30-9:30 A.M. and 1:00 2:00 ,P.M.- only .TOWN �OV •BARNSTABLE F BUILDING . INSPECTOR r r _ C U� Si2 �z°�l�! APPLICATION'FOR PERMIT TO ...:......................... .......... .. ... .r.. .............................................. ...................... TYPE OF CONSTRUCTION .:......''..........................rl" [.../llf► 4,?�,,............ .............................. • ........w TO THE INSPECTOR OF BUILDINGS: The under herebyhereby applies.fa permit according to the.following)information: f•�/ Location ................I.l..........4U.7'.�............:. .d............./a....C. � �du �c.......! /1J�. //..!...�/�............. Proposed Use <n� -t'.......... 'ff� .....` ...... ..... ..... ........ Zoning District ................ r......................................:..........Fire District ...........:.... ............................................... yA,/ Name of Owner " :..Address �( C" ......5 ..... ............... . .(J. S!r 0. lr Name of Builder ..................Address ` Name of Architect.................................:............: ..:................Address ....... ...............:...... .: ...................................................... Number of Rooms ............ ..............:Foundation ............... �• T .. ................... , ,.ter- j ' Exte for ......'.1�".>.e.., .. .� /.r.l......... .:�'r¢ ........Roofing ..............:.`.:/ 'r.: .�/ .....Z:... ... .... Floors ...............Z ...........:.!.. .. ..74_ ..........................Interior ........................ ......... .................. sHeating ...............F4• ..... ..........Plumbin ./....g ............... ,.......��.................... Fireplace .......Approximate Cost ; 'Area ................... ... Diagram .of Lot and Building with Dimensions Fee .... ............. (y 2 j fro-, . Y � OCCUPANCY PERMITS REQUIRED,FOR NEW DWELLINGS ` I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable r g rdin a above construction. Name ............... ....... ....... ............ ..................... .F Construction Supervisor's License .......�..0..( q.��.:....... GREENBRIER CORP. ,F ti* Silo 3 4`49 :Permit for .One StorY.......... r 3 - ^ .t;Single Family. Dwelling........ -� • Loccition . Lot #10 , . 41 McGee -Drive .................. �$ Hyannis Y Greenbrier r r Owner ..... .. .......... .... ..Corp.•' ...t.......... Type of Construction Frame " ..,...-.. . !.� . ...... .. ........ . .. ' i . Permit Granted Novembgr..1.8.......19 88 �- ^ Date of Inspection .....................................19 J, s , r Date Completed � Q' ` `'7 ....19' 9 - ..*. i Xt � Y. TOWN OF BARNSTABLE Permit No. ...3.2 `9..... BUILDING DEPARTMENT 1 a.aan TOWN OFFICE BUILDING Cash I.. aNl HYANNIS,MASS.02601 Bond ....X.......�.. CERTIFICATE OF USE AND OCCUPANCY Issued to Greenbrier Corp. Address r #10 41, No.Gne Drive T4%,;=nr1i s _ Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD 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 AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. January 17, I9.....g�........... ..... ..................... .. .... Building Inspector -TOWN OF BARNSTABLE, MASSACHUSETTS �BUILDING PERMIT DATE 19 ijci PERM I T APPLICANT J.0"ci �icanlev ADDRESS tio�: 403, Cummaquid, NA 02637 0.'.333o IN 0.) (STREET) (CONTR'S LICENSEI NUMBER OF PERMIT TO STORY ft'low —DWELLING UNITS 4• (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) p".)a c L'i, Ui- L DISTRICT— '�k; (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP —BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: b AREA OR 4,OU),uOu PERMIT s 3 '15 Z)o 4, VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. ADDRESS c r 634 By "z THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I OLD Q 2 2 2 00 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER Z4 BOARD OF HEALTH 0*4 9 C740# WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOULIS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. ,'. ;.,, ,:«.isti.',�;'a.f y�,,;.-,+.�,._�:' �+y.'- x r"` 'r _.:.. .;:.r � ,,.trt 9.,;+'rrnf.�l.S�;W'�C•y* ,z,+�.iq:. t:4�. ,. � 1 :}Q� `.+_' �.ys�...._ . •s� w-.�.,._ P-a v( Assessor s office (1st floor): rOVt7J�° THE ,Assessor's map and lot number ./:... w..�.... Q� Boar-d=af=H'ea#w(3rd floor): Sewage Permit number <t!t�....... i BJHd9TADLE, I g _ Engineering Department (3rd floor): v' K J o rasa House number -1 'o t639. 00� ................................................ 0 YPY a\ Definifive FI n Approved by Planning Board --------- -----------19 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Cox-' .. dcltl-2�` TYPE OF CONSTRUCTION //" � ................................... c.,................................................ ......:A...�..vv.... 7l.............19.v.�J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...I..........� ..... ............. ... � � ......_ ..... . ................ � .................. .............................. ProposedUse ................ ............... ....r.i'.'/ ..........�fln `I......................................................................................... t �/ .. 1 Zoning District ..........!\`........................................................Fire District v Name of Owner s s ���...................Address ,��. A.X....... .... :,.......�A- .... ............ ....... Nameof Builder .....................................................................Address<.................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .......................... ..............................Foundation ......................... / !Tf!...,C...d,f'�C�1/�'.�' ,Exlerior ....... ,..... ....... ......Roofing ................./�...; ! ( ..... ..=. . .... r Floors .......... ^.�/1+ ................ .. ..........................Interior ........................5 ���.� ............... Heating ............... . ...." ..... `...... .5..5..........Plumbing ......./....!.!.. ......... .... !. Fireplace ..................................................................................Approximate Cost ................... ..� �...�� - a........... ... 1 Area ..........I�..........s ......... Diagram of Lot and Building with Dimensions Fee r---- y OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg rdin -Ifie above construction. Name .........................................l.............. ...................... Construction Supervisor's License .......b.Q -7 GREENBRIER CORP. A=271-006 . 004' No ..3 449... Permit for .ONe...........Stork .......S.ing.je...,Family...Dwe.1.1 Ing........ Location !Qt....#.I.Q..........4.1...McGe.e...Dr:Lve ..................Ilya alli.9........................................... Owner .....Greenbrier Corp,..................................... .................... Type of Construction ..Frame........................... ............................................................................... Plot ............................ Lot ................................ November 18, Permit Granted ..............I.........................19 88 Date of Inspection ....................................19 Date Completed ......................................19 � � �1� �fo � I To OF 6A ._.. _.._...,.._.._.._....®...., .Ili - 'A_::-n'7 -, t lb I ,�3n® 9S�buyirnr'�tb / r�tJ+.oT► ,d 3:(rn bi >z • r t Q d'irde o,-d a=z4.� B/S Gr -y 8 t I it I.' �; �y'� 4i ✓ .k5 I � h I Lf 1 r n _ - .:.::=-w..+:. --c Yam- M�• —_ rHt: F-2—J E E Dc) kc- w f` oar"`�-• „� �a. 'S _ x 3000 9NIOlU19 Sll3snH0VSSVW HM 0311VISNI 391Snw S►x S' a I SWHVIV 3OIXONOW NOOM . . sod°ntj ..�. VINI11Wli3d 80-4 MOM 3HV s3umVN91S H108: 4 pi l a--j 31V0 LN3WIUVd3a NIA 31d0 ld3 Maims3l9tl1SNad9 03MIAN Sd01 313a`3)NI0 S k� — h 9 8 Ai- { If. rba Rc.�t'l I . y �oi. 41 �o•� Sit' 1t !� /�' IL C. �( f 16t1 T) 1 S.ist ti7s o�b e � �"` .1 Pea I axe s�o� cs - p s >< P P. /roc Sle°4<✓ - .Kin 1 G✓oSS Sect ow h1 b p..x H"C°-.c•a+�w y GPfa �� LC�+ 5:dc EI ' C 040 C✓o ; [7 P T , )c,3 G 1 I �/ I; ^-ytv T%1 s rr"of ri 1 Ti` colic ;J WA ' _—� -.Lc:T>� of 4 �• `� � stJ ;� 4-c ctdl; p ti Gv..�G N'o�� fs`k� i �e p yo F y8"sus 4G, 1 k s� F + G, ;I .vl j J �y I3e i �4e, A,Its I 7q I. V i DvaP C✓°rs SPc'+'��+ e -- ----- 1 4' 410�4-tik. .b h yu,n ;S u�-bLN. 0. hQ i.vld cw..,ro.1,4 rool L°'ov •'�ays..g.J� - — I I f_ Ila _f kW 53 77777. r �� bh t , — - _ } 77 .777 7hh-eIT- — -- — - - b ` 4 s �P/opoStcQ— yy) Sao goo �.: III _ ___ • � � � �. aew�a®�a �o�:► ���� . _. 7 ea/ E jeda+1O-A j ��o P pgt�Q l l j { — ------ - iz ! /�' abc� f�(y'� � �09���3 ��a.00f ✓"�er� ao13 � i iq - IEIIIEM r a o � I f a�� ��R�pG,..3 w', 1y.� �.^ �g Ga„�,,,A. dew i u d D✓Aw! 1��^L S M i oifn 0 i i PERCENTAGE OF LOT COVERAGE LOT AREA 14999t S.F. EXISTING STRUCTURES 10.57. EXISTING PAVEMENT 5.9%. TOTAL COVERAGE 16.4% Z. PROPOSED GARAGE 7.8% McGE " E PROPOSED SHED 1.2% LOCU DRIVE TOTAL NEW COVERAGE 24.4% Z OF 28 r. � S 86°32'3 Z '� E 125.00' ; J LOCUS MAP C) ..•.•..;r.•,., :.___� PLAN REF: 417-5 17.57ft ;,:r•...:>:..-3 DEED REF: 14990-174 O .:' r ; W O ASSESSOR'S MAP: 271/006/004 N N ZONING: RC-1 SETBACKS: 30'-15'-15' LOT 11 —___________ - - _. _ n1 FLOOD ZONE: C PROPOSED' _______ ----- - PANEL NUMBER. 250001 0005 C ADDITION -----__---#41--__ � DATED: 8/19/1985 I ------------_ y� • _ 7 LOT 9 cV 16.35ft EXISTING U LK H EAD !� — DECK TO BE REMOVED o Lo PLOT PLAN 0 LAND CD PROPOSED SUNROOM LOT 10 14999.1. SQ. FT. Lo 1-1- O LOCATED AT: Lo 0.3 ACRES I— v, 41 McGEE DRIVE M EXISTING PROP SEED SH " REMOVED BE HYANNIS, MA 86° 2'36 39.64' S 83°36'27 PREPARED FOR: N/F RICHARD J. & ANN L. ZIEGLER E 82•46' I LLON A M ON AH AN AUGUST 7, 2012 REV: MAY 28 2013 } LOT 7 ®lp"�P���,o__r REV: W g S-1 EPriENJ;a ' REV: GRAPHIC SCALE a YANKEE LAND SURVEY CO, INC. 30 ®® F ,- �_�� 119 ROUTE 149 O ,5 60 �B®9�o�� MARSTONS MILLS, MA TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 30 ft. yankeesurvey®comcast.net www.yankeesurvey.net .. SHEET 1 OF •1 JOB#: 54842 JM w ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA_A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT .ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND - MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. ' CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL - Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER. kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL. BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS . UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINIIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached 1. ALL WORK TO BE DONE TO THE 8TH EDITION h GEN #168572 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 UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE ,J B-0 2 6 2 0 3 4 0 0 ■ MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan `:,;SOIarClty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Cam Mount T e,C 41 MCGEE DR 6.76 KW PV ARRAY r PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive,Building 2,Unit 11 7SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Mcr0 MA PERMISSION OF SOLARCITY INC. INVERTER: � L (650)638-18-1028 28 F: (650)50)636-1029 P� SOLAREDGE SE6000A-USOOOSNR2 (508) 771-1963 COVER SHEET PV 1 10/5/2015 - (888)-SOL—CITY(765-2489) www.solarcitycom PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 185 ARRAY AZIMUTH: 185 MATERIAL: Comp Shingle STORY: 1 Story �N OF /� t 41 McGee Dr ON v' SKANDA PITCH: 40 ARRAY PITCH:40 UCTURAL cn MP3 AZIMUTH:95 ARRAY AZIMUTH:95 -o m51888 Q MATERIAL: Comp Shingle STORY: 1 Story (E)gaTvewAY PITCH: 40 ARRAY PITCH:40 ONAI MP4 AZIMUTH:275 ARRAY AZIMUTH: 275 MATERIAL: Comp Shingle STORY. 1 Story Front Of House Digitally Sign PITCH: 14 ARRAY PITCH:14 Pdyl11011 ESICandaman MP6 AZIMUTH:275 ARRAY AZIMUTH: 275 MATERIAL: Comp Shingle STORY: 1 Story 2015.10.05 22:01 :34 -07'00' (, LEGEND I\ 0 ' Q _ == (E) UTILITY METER & WARNING LABEL. AC © Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS • Inv 1 u © DC DISCONNECT & WARNING LABELS F rc d jqPl O AC AC DISCONNECT & WARNING LABELS L3 _ °i DC JUNCTION/COMBINER BOX & LABELS a A (D DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS D - O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_/J SITE PLAN N Scale: 3/32" = 1' W E 01, 10, 21' S J B-0262034 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER `\`? CONTAINED SHALL NOT BE USED FOR THE - MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan BENEFIT OF AN SolarCity. YONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��, NOR SHALL IT BE DISCLOSED IN WHOLE'OR IN CompMt Type C 41 MCGEE DR 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLE oun H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION MATH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 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 sE6000A—us000sNR2 (508) 771-1963 SITE PLAN PV 2 10/5/2015 (BW)_SOL-CITY(765-2489) ..w.Bolarcityaam v HOF /I ONN S 1 WANDA ^' RUCTURAL y a 51866 FGIS ONAL 0 11'-8" i (E) LBW A SIDE VIEW OF MP1 NTS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 191, RAFTER 2X8 @ 16"OC ROOF AZI 185 PITCH 30 STORIES 1 ARRAY AZI .185 PITCH 30 C.J. 2x8 @16"OC Comp Shingle S1 S1 70 11'-7" i (E) LBW (E) LBW DSIDE VIEW OF MP3 NTs � D SIDE VIEW OF MP4- NTs C MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3ACING X CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED !LANNDSCAPtE (4" 24° STAGGERED PORTRATf 4$" 19" 8" 19" RAFTER 2X8 @ 16 OC ROOF AZI 275 PITCH 40 STORIES: 1 ROOF AZI 95 PITCH 40 ARRAY AZI 275 PITCH 40 RAFTER 2X8 @ 16"OC ARRAY AZI 95 PITCH 40 STORIES: 1 C.J. 2X8 @16"OC Comp Shingle C.J. 2x8 @16"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0262034 00 \\\ ■ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTM MONAHAN, GREGORY l MONAHAN RESIDENCE Chris Doan �.�•a, ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 MCGEE DR 6.76 KW PV ARRAY +,,,SolarC ty. PART TO OTHERS OUTSIDE THE RECIPIENT'S '•'• ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES H YA N N I S, MA. 02601 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive, Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVERTER� j PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SOH 771-1963 _ PV 3 10 5 201 T:-(650)63e-1D28 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 STRUCTURAL VIEWS / / 5 (WB)—SDL—aTY(765—CITY www.solarcR.com OF ON ti g SKANDA UCTURAC cn • _ ;a a 51886 Q • 9 FGIS ��`�k,�' ONAL c i r PV MODULE J 1 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 0 11'-3" ZEP COMP MOUNT C POLYURETHANE SEALANT. (E) LBW ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. SIDE VIEW OF MP6 NTS (1) F (E) ROOF DECKING (2) STALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5)FINSEALING WASHER. MP6 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH LANDSCAPE 64" 24" STAGGERED WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2 EMBED, MIN) PORTRAIT 4811 19" (E) RAFTER ROOF AZI 275 PITCH 14 i STANDOFF RAFTER 2X8 @ 16 OC ARRAY AZI 275 PITCH 14 STORIES: 1 C.J. 2x6 @16" OC Comp Shingle J B=0 2 6 2 0 3 4 0 0 PREMISE OWNER DESCRIPTION: DESIGN:- CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan +; ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 MCGEE DR 6.76 KW PV ARRAY ;,SolarCi PART TO OTHERS OUTSIDE THE RECIPIENTS MooDLEs H YAN N I S, M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PD05.18 SHEET: REV.: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T.- (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 771-1963 STRUCTURAL VIEWS PV- 4 10/5/2015 (888)-SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:G2020MB1100 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE#SE6000A-USOOOSNR2 LABEL: A -(26)TRINA SOLAR # TSM-260PDO5.18 GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:44 D07 284 Tie-In: Supply Side Connection Inverter; 6000W, 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 PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING BRYANT InVel'C21 1 CUTLER-HAMMER Load Center 10OA/2P 4 Disconnect 3 SOLAREDGE A 1 DC+ FrAkW ,MP 4,MP 6: SE6000A-US0OOSNR2 1 11 DC- A 35A/2P g ------ ------------ Ecc 1x13 LO z4ov -------------------- B .L2 DC+ I N DG l 2 (E) LOADS 13) i- ---- GND -------------------------- GEC. - Ecci --- N GND Dc+ _ C MP 1: 1x13 GC .. _ _ N (1)Conduit Kit; 3/4' EMT o EGC/GEC - I I TO 120/240V SINGLE PHASE i UTILITY SERVICE i I I • I I I I I I i I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)Groyid Rod A (I BRYANT#BR24L7ORP n 4n ( (26)SOLAREDGE 300-2NA4AZS D� 5 8 x B, per Load Center, 70A, 120/24OV, NEMA 3R /� PowerBox t imizer, 30OW, H4, DC to DC, ZEP -(2)ILSCO##IPC 4�0-g6 -(1)CUTLER-HAMM BR235 InsulaEion Piercing Connector; Main 4/0-4, Top 6-14 Breaker, 35A 2P, 2 Spaces 1)AWG #6, Solid Bare Copper SCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE B (1)CUTLER-HAMMER III DG222UR8 (1)Ground Rod; 5/8" x W. Copper AS SERVICE EQUIPMENT AND SHALL BERATED PER NEC. Disconnect; 60A, 240Vac, Non-Fusible; NEMA 3R -(1)CUTLEd�NeuMEER #D 0ODNB General Duty(DG) (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#6, THWN-2,Block 1 AWG#8, THWN-2, Black 2 AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC ®krF (1)AWG/6, THWN-2,Red O LPL(1)AWG#8, THWN-2, Red O ; (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC (1)AWG/6, THWN-2, White NEUTRAL Vmp =240 VAC Tmp=25 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp 240 VAC Imp=25 AAC . , .0 ggnduit Kit; 3/4' EMT -(1)AN l¢,•Solid Bare.Copper, GEC• , •_-(1)Conduit•Kit;•3/7•EMT• • • • . , . • , , • • • • , • •-(1)AWG 8,•TFlWN-2,.Green . _ EGC/GEC-(1)Conduit•Kit:•3/4'•EMT. . . . . . . . . , (2 AWG 06 PV Wire, 60OV, Bladc' Voc* =500 VDC Isc =15 ADC (1)AWG Il6 Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC 1)Conduit Kit;.3/4' EMT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . a 1 h CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: I PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-OZ62O34 00 MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan �N`.t, • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .:;,SO�arClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 41 MCGEE DR 6.76 KW. PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES: H YA N N I S M.A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH r i, THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 + 24 St. Martin Drive,Building 2,unit 11 TY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 SOLARG EQ E INVERTER: Ti (650)638-1028 F. (650)638-1029- PERMISSION of soLARaTY INC. SOLAREDGE SE6000A-USOOOSNR2 (508) 771-1963 THREE LINE DIAGRAM PV 5 10/5/2015 (888)-SOL-CITY(765-2489) rww.solaraity.com Label Location: Label Location: „. Label Location: - DC INV (C)(CB) o fyVl n� (AC)(POI) 1 0 t ( )( ) Per Code: U�JL�J Per Code: _ e •-o Per Code: Ruze NEC 690.31.G.3 so 0 0 ° •m NEC 690.17.E e o s o'- •o NEC 690.35(F) Label Location: =o s TO BE USED WHEN o 0 0 (DC) (INV) o e to -o• e o • e INVERTER IS Ip o Per Code: w`- UNGROUNDED © © NEC 690:14.C.2 Label Location: Label Location: e o o �o (POI) -o o e o Per Code: e o.. (DC) (INV) ° U" _ Per Code: -o`o o" o ,M o _; NEC 690.17.4; NEC 690.54 K , • -° NEC 690.53 -o o v o- -o 0 0- o- o - C. o Awn t+ Label Location: ° ` o (DC) (INV) Per Code: • -o o' n o ; NEC 690.5(C) Label Location: o e o- rug7: O (POI) -o 0 0 • o 0 Per Code: 0 0 0III, NEC 690.64.13.4 Label Location: o .. (DC) (CB) _ Per Code: Label Location: o NEC 690.17(4) Tm (D)(POI)_ 0 0 0 0 (( s, _ o :o o Per Code: - mmuo o �.• o NEC 690.64.B.4 o , oe •_ ?- _• Label Location: f 0 7 (POI) Per Code: Label Location: NEC 690.64.B.7 U'W o 0 p p O (AC) (POI) .o e - o (AC): AC Disconnect Per ° (C): Conduit D © :, .e y f NEC 690.14.C.2 ., ";. (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN,CONTAINED SHALL NOT BE USED FOR �r 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 RECIPIENT'S`ORGANIZATION, Label Set - .Sol.�• Tt(650)6 (765-2 89)w)638d029 . EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE It• � ' (888}SOL-CI►,r(765-2489)www.wlarcty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o 1 j ",35oiarCity ZepSolar Next-Level PV Mounting Technology a ^$oiarCity ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs r�..Upl-roof J e r Ground Zep IT intedxk (K¢r,kk rh--1 - - - Leveling Foot a +. ,11 - _ R -` zep canpatlhte w edadu<� ✓..-' -Z Zep Groove Roof Anaehment - Array Skirt OT4P4T/ < Description Fp /�� PV mounting solution for composition shingle roofs cgMPP Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond • 'Zep System has a UL 1703 Class"A"Fire Rating when installed using V� LISTED modules from any manufacturer certified as"Type V or"Type 2 Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850,1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs n 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 1 Zep System grounding products are UL listed to UL 2703 and ETL listed to 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 i ETL listed to UL 467 850-1467 zepsolar.com - zepsolaccom Listed to UL 2703 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 Zap 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. _ responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheel Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 - - t r L solar " 0Xo solar=ooSolarEdge Power Optimizer �+ Module Add-On for North America Q ?, P300 / P350 / P400 SolarEd a Power Optimizer Module Add-On For North America P300 P350 P400 (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P35D / P400 INPUT d Input OC Power 400 W +. ^ . ``,' .` - Absolute Maximum Input Voltage(Voc at lowest temperature) �48 60 Vdc .. ........ ... .................... ......................... .. ..... .. ... .... ... MPPT Operating Range............................. .......8...4......................8-6P .................8-80.. .. .. Vdc ... a....: ............. • ` '/_Y� Maximum Short Grcuit Current(Isc) 10 Adc _. Maximum DC Input Curren[ ......................................12:s ............ ..Adc..... -: Maximum Efficiency ........................................99:5 ...%...... Weighted EfficiencY... ... - ......... .....%..... ..........................I.. ... ............... Overvoltage Category II IOUTPUT.DURING OPERATION(POWEROPTIMIZER CONNECTEDTO OPERATINGINVERTER) , • .. Maximum Output Current .... .. ............. ...................................................15 ...... ........ Adc.... �.. Maximum Output Voltage 60 _ Vdc IOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r— _ Safety Output Voltage per Power Optimizer 1 _ Vdc r. `. iSTANDARD COMPLIANCE +' FCC Part15 Class 8 IEC61000 6 2 IEC61000-6 3 a` _ Safety.. ......... ...... r. .. ,•, - RoHS IE da Yes C62109 1 IINSTALLATION SPECIFICATIONS - . - Maxmum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141x212x40.5/5.55x834x159 mm/in ..........:............. ............ .. ........... .............. 950 2.1 r Ib Weight(including cables) / 6 / „t. Input Connector ................... .................. ........... Wue Type/Connector •„•„ ,... ..Double.Insulated;Amphenol. / ........... ................................................... Output Wue Length 12/3.9 m/ft F,.. Operating Temperature Range.,. ................ .. ... -00-+85/-40 +185................. •C/'F.... IP65...... ............ ........ .... .... - '" Relative Humidity 0 300. % mica src oowc.mmc 10 IS. a+—e -PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE I - - IINVERTER �,- � � � - 208V 480V � f, PV,power optimization at the module-level Minimum sung Length(Power optim+:e s) a 10 18 :. — Up to 25%mot energy - .. - Mai mum Stnng Length(Power Optimuers) ....... .... .25. .... .25.:..... ...... ..50.. ....... Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) .......................................... ......... ........... ............ ...... ...... Parallel Strings 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 - - - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety "e USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.Solaredge.u5 THE r' ememount MODULE TSM-PD05.18 Mono Multi . Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC Y - 1 unit:mm Peak Power Watts-Pmnz wp) 245 ( 250 1 255 1 260 - O941 �Power Output Tolerance-PMnx(%) t� 0- 3 30.6 THE V[�onu_-qmount _ JUNCTION Maximum Power Curree ( 8.20 8.27 8.37 8.50 �Erio � I Maximum Power Current-ImPP(A) .111 8.20 r1 8.27 8.37 8.50 �. . NAME-E - Open Circuit Voltage-Voc(V) 3Z8 I 38.0 38.1 38.2 IZZ"uwc HOES rShort Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 - �.. n I MODULE D $ Module Efficiency qm(Ce - r ,Air i, 15.3 i 15.6 I -15.9 - j STC:trratliance IOOO w/m',Cell Temperature 25"C,Air Mass AMI.S according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. i o � c ELECTRICAL DATA @ NOCT - �® CELL ��tlIIV Maximum Power-Pmr,x(Wp) � 182 I 186 1 190 � - 193 Maximum Power Voltage-VmE(V) 27.6 28.0 28.1 .28.3 MULTICRYSTALLINE MODULE DING aE Maximum Power Current-l-P(A) 6.59 6.65 f 6.74 i 6.84 WITH TRINAMOUNT FRAME �o E A A Open Circuit Voltage(V)-Voc IV) 35.1 35.12 35.3 35.4 1 "''--�,ti - Short Circuit Current(A)-Isc(A). C 7.07 7.10 7.17 7.27 I NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C.Wind Speed 1 m/s. aTz 180 2",,ppttlI��VeP�V����� � PD05.18 Back View POWER OUTPUT RANGE MECHANICAL DATA 11 _ Solar cells C Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution ( b �Cell orientation "60 cells 6 x 10) 1 A%'J (� Mo ule dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) v Weight 21.3 kg(47.0 Ibs) � MAXIMUM EFFICIENCY Glass 13.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A _ Backsheet White - Good aesthetics for residential applications frame 'Black Anodized Aluminium Alloy with Trinamount Groove w IP 65 or IP67 rated i 1-V CURVES OF PV MODULE(245W) J-Box - ®� 3� - (90" - .11 ,Cables 1 Photovoltaic Technology cable4.0 rrlm2(0.006 inches'), lo.O1 11200 mm(47.2 inches) - POWER OUTPUT GUARANTEE 8L. Fire Rating [Type 2 ` Highly reliable due to stringent quality control maw/m i �� 1 • Over 30 in-house tests(UV,TIC,HF,and many more) Sm m As a leading global manufacturer In-house testing goes well beyond certification requirements 5 a.m GGWIm' TEMPERATURE RATINGS MAXIMUM RATINGS Of next generation photovoltaic �/ 3.m 20ow/m2 Nominal O eratin Cell Operational Tem erature 40-+g5°C products;we believe close k 200 p g j as°C(+2°c) p p - Temperature(NOCT) 1 cooperation with our partners °° Maximum System 1000V DC(IEC) is critical to success. With local I am Temperature Coefficient of Pmnx -0.41%/°C i Voltage 1000V DC(UL) { 0.00 to.m 20.m 30.m 40.m ii I presence around the globe,Trina i5 - - - voRage(v) Temperature Coefficient of Voc i-0.32%/°C Max Series Fuse Rating -1 15A able to provide exceptional service r Temperature Coefficient of Isc f 0.05%/°C to each customer in each market Certified to withstand challenging environmental C�. and supplement our innovative, conditions } reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable ' WARRANTY partner. We are committed • 5400 Pa snow load j . P -10 year Product Workmanship Warranty q r to building strategic,mutually 4' . 25r_a in--ar Power Warranty _ beneficial collaboration with 3 �_._._-_�_____._____,___.J__ installers,developers,distributors y (Please refer to product warranty for details) and other partners as the - ' backbone of our shared success in .t CERTIFICATION R driving Smart EnergyTogether. I LINEAR PERFORMANCE WARRANTY a. 1 PACKAGING CONFIGURATION (u(,�,' t 10 Year Product-warranty•,25 Year Linear Power Warranty t ;� �. c�Ue c��•s - Modules per box:26.pieces w Trina Solar Limited - www.trinasolaccom ;,l00% t+' 6� F �i d Ad dltlOq ® Modules per 41I container.728 pieces li l0 90$ '_ at a�OTn Trlrya Sa/Qr's 6n-or N'orra�h, !' r comsPuni+r CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pOr'tP4 rye �Po��solar i aT "_ _ � ° _ a ' r on-asolar 2alg Solar NQ ° t7 ea% change without notice. Smart Energy Together M{ Smart Energy Together < e Years 5 10 15 20 25 epMPP'� -13 Trinastandard ,E3 Industryrtandar<I r THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC un 41 Peak Power Watts-Pmnx(Wp) 250 255 ! 260 265 941 Power Output Tolerance-Pmnx(%) 0-+3 f _ Maximum Power Voltage-V-v) ! 30.3 i 30.5 I 30.6 1 30.8 THE UMM-n-.9mount r eox Maximum Power Current-IMPP(A) = 8.27 8.37 8.50 .8.61 1 "^mEP ' o Open Circuit voltage-Voc(VI ) 38.0 i 38.1 1 38.2 38.3 + - aomno Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 wsrnumc twtE . MODULE n 1 t _ _ s Module Efficiency qm(Ce { ,Air I 15.r 14-3 16.2 - 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 � � � I 0 ELECTRICAL DATA @ NOCT fi ® CELL ��� Maximum Power-Pvax(Wp) � 1 186 r 190 F 193 ( 197 - IMaximum Power Voltage-VmP(VI { 28.0 28.1 t 28.3 -28.4 • __ __,. __ __ _ _.. } Maximum Power C rr n-ImPa A 6.65 6.74 6.84 - 6.93 MULTICRYSTALLINE MODULE `°°' °°"°'"`"°" 4 i ' PD05.18 A A 1 Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME ""°tE ! ( ) ( 1 . �Shnr}('treat}('urgent A-Ian A I 7.10 t 717 f 777 _ 7,3.5 NOCT:Irradiance at 800 w/m=.Ambient Temperature 20'C,wind Speed 1 m/s. B12 i 180 2.50-265W Back view MECHANICAL DATA POWER OUTPUT RANGE Solar cells 1 Multicrystalline 156 x 156 mm(6 inches) Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution Module dimensions ! 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) •/�[�JO weight 19.6 kg 143.12.13 n Grp i Glass 13.2 mm 0 13 inches).High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY A-A f Backsheet LWhite Frame 1 Black Anodized Aluminium Alloy Good aesthetics for residential applications I,-Box IP 65 or IP 67 rated Cables t Photovoltaic Technology cable 4.0 MM2(0.006 inches'), ®/b �� 1200 mm(47.2 inches) , I-v CURVES of Pv MODULE(260w) Connector H4 Amphenol POSITIVE POWER TOLERANCE o.00 eoo s000w m= Fire Type �UL 1703 Type 2-for Solar City - Highly reliable due to stringent,quality control � ���,,� • Over 30 in-house tests(UV,TIC,HF,and many more) 6.W As a leading global manufacturer ' �✓-HJ • In-house testing goes well beyond certification requirements ? 800 cww m TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 1 • PID resistant ' sao Nominal Operating Cell t Operational Temperature -40-+85°c products,we believe close I 4.. Temperature(NOCT) 1 44°C(±2°C) t cooperation with our partners 3.W 1 t Maximum System 1000V DC IEC }I r i5 CfItICOI f0 5UCC2SS. With IOCaI - t - z.00 l Ternperature Coefficient of P- -0.41%/°C t Voltage 1000V DC(UL)1 I. } presence around the globe,Trina i5 00 Temperature Coefficient of Voc 1-0.32%/°C 1 Max Series Fuse Rating �`15A II } able to provide exceptional service' C t 0.o ,° 20 so 4o s° Temperature Coefficient of Ise 0:05%/°c to each customer in each market I /"-�' Certified to withstand challenging environmental , �- ---- -----� } and supplement our innovative; conditions � oM reliable products with the backing • 2400 Pa wind load WARRANTY of Trina as a strong,bankable • 5400 Pa snow load partner. We are committed { CERTIFICATION .10 year Product Workmanship Warranty tt 25 - - to building strategic,mutually. -I year Linear Power Warranty beneficial collaboration with installers,developers,distributors CUS�� °sAU3 (Please refer to product warranty for details) S and other partners as the - Y _ _ _ _ t III backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY l PACKAGING CONFIGURATION o i EU-28 WEEE 10 Year Product Warranty•,25 Year Linear Power Warranty comnu"r Modules per box:26 pieces z Trina Solar limited. Modules per 40'container:728 pieces .www.Trinasolar.com d100% - - t Ad diftional vol oe from"rr/n of s line i! p Cr N'o!lonh, CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. co14PnTB Q - - t' o 6 2015 Trina Solar Limited.All rights reserved.Specifications included in this dotosheet are subject to �i•, wuh- solar ! 7 80% - - - 4PuQn-asolar change without notice. f Smart Energy Together Years 5 10 IS 20 25 Smart Energy Together `PortPn�`0 1 - - `� Trinastandard Indus1tys6ndard„--�^ - r � cs - - Single Phase Inverters for North America s o I a r 0 W . SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ solar e Q SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US _ OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters ........ .................... ............ 10DOD�?40�. -............................ f (E .I"� Max.AC Power Output 3300 4150 @ 6000 8350 12000 VA " �uui For North America AC Output VoltageMi�:Nom:-Max.11:. .............. 5400 208V 10800 208V :. m_, - .ms ..183.208:229 Vac ........... ..... ..50✓24.. ..... ....... ............ ...50✓.24.. .............. ........ ••,54 OV•.-- •• •• 109 SE3000A-US J SE3800A-US/SE5000A-US/SE6000A-US/ Voltage- ..-o................................. .� r AC Output Voltage Min:Nom:Max!11 ✓ �. • t .,'""F..," 211-240-264 Vat J SE7600A-US/SE10000A-US/SE11400A-US ... ....................................... ................ ................................................ . .. .... -t AC Frequency Min:Nom:Maz.ltl 59.3 60-60.5(with HI country setting,57.60-60.5) - ................. -Hz•„•• Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A tr' ........................................... ................I............... ..21, 240V I.. ....... .. ...:-...........I...42. 240V I..................... .... .,,. } ,� GFDI Threshold ......... .... .1... .................................................. .A..... sf' .. ......... .......... ..... .. ..... N '` Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes - ° ' INPUTft Maximum DC Power 4050 5100 6750" 8100 10250 13500 15350 W .................. ......... ..... .............. ........ ......... .... .. ... ... ....... ........ ......... - `• q� `•�;, i �, -i�, Tra..former-Iess,Ungrounded....... ........ . ................... ........... ............ ...... ............... .... ... ........................................:................. --500 ..................................... • Vdc ... IearntY ...,.... Max.Input Voltage ,,,, ,,, ,, ,,,,, ..Nom.DC Input Voltage............... ............ ........... 325 @.20SV/,350@ 240V ... .. ...Vdc ...Max.Input Current(') 9.5 13 ..16.5 @ 208V. ....18 .... 23 3035@ 2240V 34.5 Adc ,.» _ .:� ♦tang .. ... .............. .... .......... ... ... ........................ ......... ................ .... ... ..Max.,Input Short Circuit Current ....................................................... ..... ................ .Adc.... Reverse-Polarity Protection .... ............................................... Yes ..............................................I... ... .. 15,5-Q° 240V @ .. ... .. ........... .. .. .. .. .. .. ...98... ......98... ......98..... .../.. -Ground Fault Isolation Detection k.Se vity ' Maximum Inverter Efficiency 97.7 98.2 98.3 00.98,3nsiti .•••'.•.- .-••-•••• . ;. ,, N. :. .. '" ,,'.•, ........ .. ......... ........... . .97.5 @ 208V.6. ..... ...97 @ 208V... Weighted Efficiency 97.5 98 I 97.5 I 97.5 97.5 % ... ..... ....... .............. .................98,�a1 240V..)................ .............. 97S�•240V.. . ............ .. ... ,.°' Nighttime Power Consumption <2.5 <4..- ...W. ,. J ADDITIONAL FEATURES Supported Communication Interfaces R5485:RS232 Ethernet ZigBee-(optional) .. .... .. ........... ...... .. ...... ....... .... .. ..... Revenue Grade Data,AN51 C12.1 ................. ... Optionalt3l ... ..... ..... ......... _. .. ............ ............. .... . Rapid Shutdown—NEC 2014 690 12 - Functionality enabled when SolarEdge rapid shutdown kit is installed )°1 i STANDARD COMPLIANCE :_..: a. �. <:, Safety . ... ...................................... .................................................... ......... ........ ...... . - .Grid Connection Standards ......................... 16 EEE1547 98 r ...... UL........ .... ............................................. ��;:: .' , .:� .r-v L c ...................................... ............ . 1...FCC art15 class..CS .. ......... UL174 A 22.2 _i1 -• z t;, � ' Emissions P >INSTALLATION SPECIFICATIONS f t + _ 1�'•f ' - _ '- r' i �` 't- : " AC out ut conduit size/AWG ran a 3/4"minimum. 16-6 AWG .. minimum.8..AWG .,.„ _-• „va r .,.. _ .-. �. `z-; - .. ?. .... ... .... .......�.... ........... ... ... .................................................... ...3 4"minimum 1-2 strings ......... DC input conduit size/#of strings/ minimum/1-2 strings/16-6 AWG g .." _ _ i.. .', ,• WG rang?.............. ..... ................................................................................ .... .....14-6 WG .... .. .. Dimensions with Safety Switch 4„ --30.5 x 12.5 x 10.5./.. ..in%. -- lam. . 3,-R, } �•r ;'_. m 3/30.5 x 12.5 x 7.2/775 x 315 x 184 / / ..CH%W%DI...... .......... ...... ...... ................ ............... ........ ......... .. Switch- •.51.2/23.2 ................54.7/24.7- -----.-.788:4/40160,.._,.., Ib/Ii 1 �... .... ..... ...... ..... .. . Natural convection Cooling - Natural Convection and internal Fans(user replaceable)' fan(user replaceable)................................................. The best choice for SolarEdge enabled systems Noise................................... ...............................�.25............................... ... ........................< aA 50 d .... Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature 13"to+140/-25to+60(-4oto+60version availabieisl) 'F/'C Suerior efficiency 98 Rang?................................... ..................................................................................................................................... p ent Y( %) Protection Rating ...................:..................................NEMA 3R _ ........................................... . .....................::............................................ — Small,lightweight and easy to Install on provided bracket For other regional setngs please contact SolarEdge support. used, the inverter will limit its input current to the values stated. — Built-in module-level monitoringlal A A venue grade inverter higher current source may he be ususeA-USOOONNR2(for7600W Inverter.SE]600A-U5002NNR2). - 141 Rapid shutdown kit P/N:SEI000-RSD-S1. — Internet connection through Ethernet.or Wireless - - lsl 40 version P/N:SExxxxA-US000NNU4(for 760OW lnverter:SE7600A-US002NNU4). " — Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only t w — Pre-assembled Safety Switch for faster,installation � � — Optional—revenue grade data,ANSI C12.Y1 r g" su�saec p g 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL t www.solaredge,us ,. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION, NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTER11ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER., BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. . WHERE ALL TERMINALS OF THE DISCONNECTING EMT .ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. i CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). S� Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8: ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING " POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL - UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS 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 . �: _ r REV BY DATE COMMENTS i REV A DOAN I 240CT201 MODULE LAYOUT-CUSTOMER REQUEST UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL- THE INFORMATION HEREIN [IN NUMBER J B-0262034 OO PREMISE OWNER DESCRIPTION: DESI CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NTINc srslral: MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount T e .0 41 MCGEE DR 7.02 KW PV ARRAY 00,E PART TO OTHERS OUTSIDE THE RECIPIENTS ULE P H YAN I I c M A O2C O1 ORGANIZATION, EXCEPT IN CONNECTION WITH IV S, V TMK OWNER: THE SALE AND USE OF THE RESPECTIVE 7) TRINA SOLAR # TSM-260PDO5.18 • * 2a St.Martin Drive, Building 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN RTER' Z PAGE NAME: SHEET: REV DAIS Marlborough, NA 01752 PERMISSION OF SOLARCITY INC. /50$ 771-1963 PV 1 a 10 24 2015 T: (650)636-102B F. (650)638-1029 OLAREDGE SE6000A—USOOOSNR2 \ ) COVER SHEET / / (BBB)-soL-aTY(7ss-lass) www.solaTcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 185 ARRAY AZIMUTH: 185 H OF MATERIAL: Comp Shingle STORY: 1 Story ON v' SKANDA �^ 41 McGee Dr UCTURAL cn PITCH: 40 ARRAY PITCH:40 ;o 0651866 Q MP3 AZIMUTH:95 ARRAY AZIMUTH:95 MATERIAL: Comp Shingle STORY: 1 Story 0 -L 6 PITCH: 40 ARRAY PITCH:40 (E)DRIVEWAY MP4 AZIMUTH:275 ARRAY AZIMUTH:275 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 14 ARRAY PITCH:14 MP5 AZIMUTH:95 ARRAY AZIMUTH:95 Digitally Signed by PdymOn MATERIAL: Comp Shingle STORY: 1 Story Front Of House. ESkdC1C,d111dt1 PITCH: 14 ARRAY PITCH:14 MP6 AZIMUTH:275 ARRAY AZIMUTH: 275 2015.10.25 19:15:59 -07'00' MATERIAL: Comp Shingle STORY: 1 Story !TLC LEGEND D 1 O M E UTILITY METER & WARNING LABEL AC © Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Inv 1 : © DC DISCONNECT & WARNING LABELS P1 O O F% a J% AC © AC. DISCONNECT & WARNING LABELS z�£ A 0% Q DC JUNCTION/COMBINER BOX & LABELS A Q DISTRIBUTION PANEL & LABELS a zu°t Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER D 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR —� CONDUIT RUN ON INTERIOR GATE/FENCE p HEAT PRODUCING VENTS ARE RED %r`I INTERIOR EQUIPMENT IS DASHED - - L_-J SITE PLAN N Scale: 3/32" = 1' w E 01, 10' 21' S JB-0262034 0O PREMISE OWNER: DESCRIPTION: DChri CONFIDENTIAL S - THE INFORMATION HEREIN JOB NUMBER SO�a���t CONTAINED SHALL NOT BE USED FOR THE MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan .._ . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: WAR. y NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 MCGEE DR 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULE �' H YAN N I S, MA 02601 24 sL Martin Drive,Building 2 Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME: SHEET: REV' DATE Marlborough,MA 01752 V SOLARCITY EQUIPMENT, WITHOUT-THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARaTY INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 771-1963 SITE PLAN PV 2 a 10/24/2015 (BBB)-SOL-CITY(765-2489) www.Warcitycom r N OF , S1 ON SKANDA RUCTURAL v� .o 6,51866 ONAL (E) LBW SIDE VIEW OF MP1 NTs MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" RAFTER 2x8 @ 16" OC ROOF AZI 185 PITCH 30 STORIES: 1 ARRAY AZI 185 PITCH 30 C.J. 2x8 @16"OC Comp Shingle S1 S1 (E) LBW F(E) SIDE VIEW OF MP3 NTS D SIDE VIEW OF MP4 NTS - MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24 STAGGERED PORTRAIT1 48" 19" RAFTER 2x8 @ 16"OC ROOF AZI 275 PITCH 40 STORIES: 1 PORTRAIT 48" 19° ARRAY AZI 275 PITCH 40 RAFTER 2x8 @ 16"OC ROOF AZI 95 PITCH 40 STORIES: 1 C.J. 2x8 @16"OC Com Shingle ARRAY AZI 95 PITCH 40 C.J. 2x8 @16"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE ONNER: DESCRIPTION: DESIGN: JB-0262034 00 IQ& CONTAINED SHALL NOT BE USED FOR THE MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan �g>�`a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM .;,;SOIa�CIty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 MCGEE DR 7.02 KW PV .ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULE-: H YAN N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH y 24 St. Martin Drive,Building 2.Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR.# TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHE: REV: DATE: T: (650)8 Marlborough. 01752.)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE600oA—US000SNR2 (508) 771-1963 STRUCTURAL VIEWS PV 3 a 1o/24/2015 (e88)-SDL—CITY(765-2489) wmadaraitYcon, k a } S i � H OF 1 A 3KANDA RUCTURAL cn o.51866 Q 0 11'—3" 70, oNAL (E) LBW E SIDE VIEW OF MP5 NITS MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 6411. 24" STAGGERED PORTRAIT 48" 19,E RAFTER 2X8 @ 16" OC ROOF AZI 95 PITCH 14 STORIES: 1 _ ARRAY AZI' 95 PITCH 14 C.I. 2x6 @16" OC Comp Shingle S 1 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 0 11 -3 ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (E) LBW (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. SIDE VIEW OF MP6 NTS (E) ROOF DECKING � (2) � INSTALL LAG BOLT WITH F 5/16" DIA STAINLESS (5) (5) SEALING WASHER: MP6 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES r STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 2411 STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 4811 1911 ROOF AZI, 275 PITCH 14 I (E) RAFTER. STANDOFF RAFTER 2X8 @ 16" OC STORIES: ARRAY AZI 275 PITCH 14 1 S 1 C.J. 2x6 @ 16" OC Comp Shingle -0 2 6 2 0 3 4 0 O PREMISE OWNER: DESCPoPRON: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B IarCIt CONTAINEDTAINED SHALL NOT BE USED FOR THE MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan S� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: wiat y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 41 MCGEE DR 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES H YAN N I S, M A 02601 24 St. Martin Drive, Building 2,Unit 11' THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV.. DATE Marlborough,MA 01752 T. ( SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: ti50)638-1028 F. (650)ti3B-1029 PERMISSION OF SOLARCITY INC SOLAREDGE sEs000A—us000sNR2 (508) 771-1963 STRUCTURAL VIEWS PV 4 0 10/24/2015 (BBB)—SOL—CITY(765-2489) www.sdarcityaam t GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS LICENSE BOND N 8 GEC TO ONE E GROUND Panel Number:G2020MB1100 Inv 1: DC UngroundedGEN #168572 O # O Meter Number: INV 1 -(1)SOLAREDGE #�!SE6000A-USOOOSNR LABEL: A ��7)TRINA-SOLAR ## TSM-260PD05.18 ROD AND ONE (N) GROUND ROD AT 44 007 284 Tie-In: Supply Side Connection Inverter; 6060W, 240V, 97.5�a w/Unifed. Disco and ZB,RGM,AFCI PV Module; 260W, 236.9W PTC, 40MM, Black F me; H4, ZEP, 1000V ELEC 1136,MR` PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance y INV 2 INV 3 Isc AND Imp ARE SHOWN IN E DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING BRYANT Load Center CUTLER-HAMMER 10OA/2P 4 Disconnect 3 SOLAREDGE A 1 DC+ - MP 3,MP 4,MP 5: A SE6000A-US000SNR2 DC- 1x13 35A/2P 13 - -- -A I L1F14. r -- B - { L 2 .. N C I 2 (E) LOADS c r- ---- GND -------------------------- - GEC ---�N DC- - _ C+ MP 1,MP 6:.1x14d, T 1-I ♦- r- I GND -- EGC--- - -- ------ ------- ---------- -- G ----------------- t"� N I ,� (1).Conduit Kit; 3/4'EMT - . o EGG/GEC , I H - GEC-r- - - - TO 120/240V I ' SINGLE.PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN f s I Voc* = MAX VOC AT MIN TEMP POI MG ro ld Rod q {1)BRYANT BR24L7ORP PV (27)SOLAREDGE Soo-2NA4AZS Sr8 x 8, C per Load Center, 70A 120/240V, NEMA 3R qC PowerBox imizer, 300W, H4, DC to DC, ZEP DC -(2)ILSCO _IPC 4 r6 -(I Load #BR235 Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Breaker, 35A�2P, 2 Spaces Solid Bare Copper nd (1)AWG�6, 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, 24OVac, Non-Fusible, NEMA 311 N ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL -0)CUTLER XMMER .DG100N6 ( ) Ground/Neutral It; 60-100A, General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG/6, THWN-2, Block 1 AWG$6, THWN-2, Black 2 AWG#10, PV Wore, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG/6, THWN-2, Red O (1)AWG#B, THWN-2, Red O co (1)AWG �16, Solid Bare Copper EGC Vmp 350 VDC -Imp=9.53 ADC (1)AWG/6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC .(1 Conduit Kit;.3/4'.EMT -(1)AWG/6,.Solid Bare.Copper. GEC. , . -(1)Condult.Kit:,3/4'.EMT. . . _ . -(1)AWG g8,.TH.WM-2,,Green . _ EGC/GEC, (1)Conduit.Kit;.3/4',EMT. , , . , . _ . {�(2)AWG g10, PV Wire,60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC (1)Conduit Kit:,3/4'.EMT. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0 2 6 2 0 3 4 O O PREMSE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE \�.t� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: MONAHAN, GREGORY MONAHAN RESIDENCE Chris Doan SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 41 MCGEE DR 7.02 KW PV ARRAY wov' PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME SHEET: REV: DATE: T. (650)638 borough F: (650)636-1029 PERMISSION of soLARaTr INC. SOLAREDGE SE6000A-USOOOSNR2 (508') 771-1963 THREE LINE DIAGRAM PV 5 a 10/24/2015 (ee8}soL-cmr ,65-246s • o 0 0 •o o - Label Location: Label Location: w Label Location: -. (C)(CB) o (AC)(POI) a .. . (DC) (INV) Per Code: -- a Per Code: _ .p Per Code: } NEC 690.31.13.3 D 0 0 - o o NEC 690.17.E plan� NEC 690.35(F) Label Location: :o n TO BE USED WHEN o•o o �: - o -o o s • s INVERTER IS (DC)(INV) -o. o M. o ' D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - ° ° !o o '° o CP . (POI) -o - (DC) (INV) o Per Code: ° Per Code, <o o e ism 2 NEC 690.17.4; NEC 690.54 QVIOXEMM-° w NEC 690.53 ° ° - f1�`7.0 0 0�� °• D e. emu ' p Label Location: 0 0 (DC) (INV) Per Code: • ° C NEC 690.5( ) o- -® o o• o Label Location: (POI) n -o io - Per Code: NEC 690.64.B.4 , m Label Location: llll (DC)(CB) o -o Per Code: Label Location: -wad-c o NEC 690.17(4) 1 (D) (POI) Cop:o .• o Per Code: o• o WG�7 _o o ° - °.° ° :. o NEC 690.64.B'.4 0 00 -o s o Label Location: o (POI) Per Code: - - °Label Location: °- NEC 690.64.B.7 O O O (AC)(POI) O ..• CC)CondDit connect e / 1 DO O ( © p Per Code: .o ( ) NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect .. ` (AC)(POI) (LC): Load Center - h Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -��•q�j 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 RECIPIENT'S ORGANIZATION, Label Set %.+�` T.(650)6 (765-2 89)w)63&1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ��� (888}SOL-CIfY(765-2489)wwwsolarcity.com t F SOLARgTY INC. So1arC�t 0 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION 0 . O f Next-Level PV Mounting Technology ,dSoiarGt Ze Solar Next-Level PV Mounting Technology SolarCity ZepSolar 9 9Y Y P Zep System Components for composition shingle roofs ` ~ of OR Interlxk Ground Zep a ,T (K y M&st-1 . Zep campati6ir Pv Wdutc , - ._ .rid Zep rsrowc Roet Anadment . Array skirt OOMP4p/ ti e�,n Description FA j e� PV mounting solution for composition shingle roofs cgMPp4 Works with all Zep Compatible Modules o • Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using U� LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 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 t • Zep System grouriding products are UL listed to UL 2703 and ETL listed to UL 467 All • 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolaccom zepsolar.com Listed to UL 2703 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 - This document does not create any express warranty by Zap 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 Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 0 solar, 0 0 ' o 0 G SolarEdge Power Optimizer solarModule Add On for North America 0 P300 / P350 / P400 SolarEdge Power Optimizer9rcel g Q - - P300 P350 P400 Module Add-On For North America (foroduleI PV (for�2-ceR Pv (forodules PV modules) modules). modules) �\ INPUT , P300 / P350 / P400 1--�' Rated Input DC Power 300 35U 400 W ............. ......... Absolute Mawmum Input Voltage(Voc at lowest temperature) 48 60 80 - Vdc LI ......_.. ....... ......... ................. .................. ... ..............._,....... .. MPPT Operating Range............................................... ......................................8.:60 ........$:............ ..Vdc..... �Y Mawmum Short Grcurt Current(Isc) SO Adc - I�� '^anon, Maximum DC Input Current 12.5 - Adc 1�. ......................................................................... ................................ .. Maximum Efficiency 995 % .-..•�. Weighted Efficiency ........ .. ...................... ..................98:8.. ......... ..... ...- Overvoltage Category II .OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER). _ r1 Maximum Outpu[Curren[ 15 ...,. Adc ••. . Maxi Output Voltage 60 Vdc II rw> OUTPUT DURING STANDBY(POWER OPTIMIZER-DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc ISTANDARD COMPLIANCE - �•(.,����,,`,�,�� Y •g EMC- FCC Part15 Class B,IEC63000 6 2,IEC61000-6 3 cy•,,s Safety ......... .. •..., ... .............IEC62309 1(class ll safety),UL3741 „•. ,,, ROHS Yes INSTALLATION SPECIFICATIONS " -- Maximum Allowed........................ ystem Voltage 1000 .... ........................................ .... V.d..c...... Dimensions(W zlx H) 141x212z405/S.SSx8.34x1.59 mm/m ............................................................... ... ................ .............................................................. ............. --... Weight linduding cables)....................................................... .....................950/2.1 :................................................. ..g�/fib. - Input Connector.. ...........................................................................MC4/Amphenol/.Tyco......................... ............. ' .• f - Output Wue Type/Connector Double Insulated Amphenol ,• .... .... ..................... .................0.9's.'i.......... _ .., Output Wue Length.......... 0.95/3.0 I 12/39 m/ft . ,•„_. - ....... ........................................................................... .. .. Operating Temperature Range ........ ..............:40,+85/40 +185........................... ... ................. ........... IP65/NEMA4 Protection Raging ..Relative Humidity ....................................._......................._................................................ ..100..................................... .....�x....... �w�e src rmuc modem.Moam�afu,fosx vo.m.foi<nom,nwrea. PV SYSTEM DESIGN USING A SOLAREDGE „ '' "� THREE PHASE THREE PHASE - „w•,. ,r_& _ SINGLE PHASE 208V `• 480V INVERTER ,.. - PV power OptlrTllZat1011 at the module-level - Minimum String Length.. ... Optimizers) 8 10 18 .. ........ uT. g gt ( ... P.. ) ........................... ......... Maximum Strin Len h PowerO timizers 25 25 50 Up to 25%more energy - ............................................................................. ........... ................:........ ........... } - Maximum Power per String ...................•..._.5250 .•,.. 6000........ ,......12750.......... ..W..... — Superior efficiency(99.5%) Parallel Strings 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 •�. ''sue '4.�. � - . Next generation maintenance with module-level monitoring - I `'- — Module-level voltage shutdown for installer and firefighter safety - ' - -- USA - GERMANY - ITALY - FRANCE - JAPAN - -CHINA - ISRAEL AUSTRALIA WWW.SOIB fE'dgE.US - {" ros@oNMI! ,awe .3w THE'TPinamount MODULE TSM-PDO5.18 Mono Multi Solutions - DIMENSIONS OF PV MODULE - - ELECTRICAL DATA @ STC _ unit:mm Peak Power Watts-PM (Wp) 245 I 250 I 255 I 260 .. O S 941 {Power Output Tolerance-Pmnx(%) 0-+3 tl Maximum Power Voltage-Vm (V) 29.9 30.3 30.5 1 30.6 THE VNRE- mount ae ET N ox (Maximum Power Current-Imee(A) 8.20 8.27 8.37 ( 8.50 xu^eaTe Open Circuit Voltage-Voc(V) 1 37.8 I 38.0. � 38.1 I � 38.2 nsiuiixc Hove t Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 I I I C - Module Efficiency rim(%) 15.0 15.3 15.6 ( 15.9 . • ,/_MODULE O D U L E _ STC:Irradiance 1000 W/m-,Cell Temperature 250C.Air Mass AM1.5 according to EN 60904-3, ♦♦♦ Typical efficiency reduction of 4.5%at 200 W/m°according to EN 60904-1. ro a 1t p l ELECTRICAL DATA @ NOCT I �® CELL �■L� Maximum Power-PMnx(W p) .) 182 _ � 186 J 190 � 193 - Maximum Power Voltage-VMe(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE ,e,3 DusDINGHDie Maximum Power Current-Imp e(A) I 6.S9 6.65 6.74 6.84 WITH TRINAMOUNT FRAME eIHME A. -A jOpen Circuit Voltage(V)-Voc(V) 3s.1 35.2 35.3 3s.4 Short Circuit.Current(A)-Isc(A) 1 7.07 7.10 l 7.17 7.27 NOCT:Irradiance at 800 W/m-,Ambient Temperature 20°C,Wind Speed I m/s. _ 24 p-2 PD05.18 812 tau - VA 6 o�p�VV+V/ Back view POWER OUTPUT RANGE MECHANICAL DATA Solar cells t Multicrystalline 156 x 156 mm(b inches) Fast and simple to install through drop in mounting solution I Cell orientation 1 60 cells(6 x 10) {b( ��•�� � t 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 f 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A ff 1 White 4 Backsheet i- J`/ Good aesthetics for residential applications Frame I Black Anodized Aluminium Alloy with Trinamount Groove \ - I-V CURVES OF PV MODULE(245W) ,J-Box IP 65 or IP 67 rated /�/ ; \."„_,�!- - - r Photovoltaic Technology cable 4.0 mm'(0.006 inches'). ® _ _ ' Ion Cables 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE - } t{t{ . 9.00 w/m Fire Rating -.. Type 2_. . -.._-•, -____.. __ -,..1 Highly reliable due to stringent quality control a8°° eooWim r 600 m • Over 30 in-house tests(UV,TIC,HE and many more) d 5.� As a leading global manufacturer {'�u In-house testing goes well beyond certification requirements 4°° TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic `,_ 3m 200w/m' Nominal Operating Cell Operational Temperature I-40-+g5°C products,we believe close z.m Temperature(NOCT) 4a°c(±2°c) I cooperation with our partners m Maximum System l000V DC(IEC) 0.- Temperature Coefficient of P-. -0.41%/°C Voltage 1000V DC(UQ f. is critical to success. With local o.W to.- 20.m 3o.m 4D.m I ) t_ presence around the globe,Trina is Voltage(v) Temperature Coefficient of Voc L-0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service ;\ - Temperature Coefficient of Isc 0.05%/°C "1 to each customer in each market Certified to withstand challenging environmental __. _ _ and supplement our innovative, COndItlOnS reliable products with the backing i 2400 Pa wind load 1 WARRANTY of Trina as a strong,bankable __ 5400 Pa snow load ` partner. We are committed 10 year Product Workmanship warranty to building strategic,mutually beneficial collaboration with k 25 year Linear Power warranty installers,developers,distributors (Please refer to product warranty for details) a -and other partners as the backbone of our shared success in w CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m a' . 10 Year Product Warranty•25 Year Linear Power Warranty tatEo D SPA Modules per box:26 pieces w Trina Solar Limited - R ;Modules per 40'container:728 pieces www.trinasolc3r.com W00% 1 " - - _ _- Addlill v aI VOID@rT'OITI co3reLIMT -- _ - --_ ._ 0 90% T/Tlla Sala/S linear N'Cllan CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pe"P4Tj 0 o ty 1 ®2014 Trina Solar Limited.All rights reserved.Specifications included in this dotasheet are subject to tQ 6� _ Trunasolar � -% lz 4�un�solar �BU% 7 -- --- change without notice. Smart Energy Together ears 5 to 15 20 25 Smart Energy Together A°anPP� 0 Trina standard © Industry standard f ar� THE Trhramount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC - - unit:mm Peak Power Watts-Pnva.(Wp) 250 - 1 255 {- 260 .i 265941 - Power Output Tolerance PM (%) 0-+3 { - t. M Maximum Power Voltage V r(V) i 30.3 30.5 30.6 30.8 . ... T Y Y "�� LJ LJ� O '.� o rur+cnou o d#• LLL 3oz 'Maximum Power Current-IMry(A) 8.27 8.37 8.50 8.61 _ i _ - - - ""MEP'^*E o Open Circuit Volfage-Voc'(V) i., 38A �, 38.1 -{.. "38.2 38.3. ae s.0 pShort Circuit Current-Isc(A) 8.79 8.88 • 9.00 9.10 I - - ms.num�c none - - - Module Efficiency nm(%) - J 15.3 - 15.6 ' 15.9- t 16.2 - - MODULE - - - STC:Irradiance 1000 w/m2,Cell Temperature 25°C,Air Mass AMl.5 according to EN 60904-3. -' - Typical efficiency reduction of 4.5%a1200 W/m'according to EN 60904-1. . ELECTRICAL DATA®NOCT - - - . CELL Maximum Power-PM,nx(Wp) �. 186 ,y 190 1. - 193 F 197 ® ( _ _ _ - Maximum Power Voltage-VMr(V), t 28.0 28.1 28.3 28.4 _. Maximum Power Current4mpp(A) 6.65 6J4 p - 6.84 6.93 tt MULTICRYSTALLINE MODULE 6,0saxaanamc noEE - _ A A OpenCircuit Voltage(V)-Voc 35.2 '. 35.3 ! .35.4 355 PDos.ls ,2-maannarE _ 2 WITH TRINAMOUNT FRAME Short CircuitCurrent(n)-lsc(A(V)) 7.10 , 7.17 7.27 j 7'3s f e - 812 180 NOCT,Irradiance 1 BOO W/m Temperature p - d� nce a ',Ambient em erature 20°C Wind Speed 1 m/s 250-265lf llackview MECHANICAL DATA POWER OUTPUT RANGE w Solar cells Multicrystalline 156.15b mm(6 inches) 1 +Cell orientation 60 cells(6•10) - - Fast and simple to install through drop in mounting solution - - Module dimensions 1650.992 x 40mm(64.95=39.05 x 1-57 inches) - .. 4 � 6•C�/ Weight, 19.6 kg(43.121bs) 0 r Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY { AA Backsheet. white - _ Frame {Black Anodized Aluminium Alloy {{ Good aesthetics for residential applications J_Bax IP 65 or 67 rated t y�/./f Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), ®~ / -_.,-,. - t l 1200 mm(47.2 inches) / - I-V CURVES OF PV MODULE(260W) i Connector (H4 Amphenol POSITIVE POWER TOLERANCE to.aa _ . s.w soaow m= Fire Type UL 1703 Type 2 for Solar City _ - Highly reliable due to stringent quality control Uo • Over 30 in=house tests(UV,TC,HF,and many more) ''0°y -? 6'00 Eoow m= TEMPERATURE RATINGS - MAXIMUM RATINGS As a leading global manufacturer �,' • In-house testing goes well beyond.certification requirements generation photovoltaic \ = E s.00 - Of next genera p -� • PID resistant _ Nominal Operating Cell I Operational Temperature 40-+85°C .products,we believe close' - - 1 3 3:00 - '" - Temper ature,(NOCT)a d t 44°C(±2°C) f Maximum System 1000V DC(IEC) - cooperation with our partners" „jj _ is critical to SUCCeSs. With IOCOI - - - 2.W I Temperature Coefficient of Ph 4-0.41%/°C I voltage 1000V DC(UL) presence around the globe,Trina IS - -- - - - 'w - - Temperature Coefficient of Voc .-0.32%/°C Max Series Fuse Rating - �-15A - .. .able to provide exceptional service S - a.ao o ,o zo 3o ao so Temprat Coefficient Is .05 eure coef of F 0 %/°C Y. - to each customer in each market '>, Certified to withstand challenging environmental °a�,m - - --- - ---- -- and supplement our innovative, { conditions reliable products with the backing • 2400 Pa wind load WARRANTY of Trina as a strong,bankable "wy. 5400 Pa Snow load - ` partner. We are committed - - - - 10 year Product workmanship Warranty to buildingstrategic,mutual) CERTIFICATION _ 9 Y ( beneficial collaboration with 125year.LinearPowerwarran_ ".e_ _ I installers,developers,distributors ' VIIiWri CLOUS ®R- (Please refer to product warranty for derails) Q and other partners as the V® n backbone of our shared success in Fool ' t driving Smart Energy Together. LINEAR PERFORMANCE.WARRANTY as PACKAGING CONFIGURATION .. - EU-28WEEE - 10Year Product Warranty 25 Year Linear Power Warranty. aaMolanT Modules per box:26 pieces z . Trina Solar Limited. .. .. . - . . - - - - Modules per 40'container.728 pieces ti www.trinasolar.com - d100%, _._.._.._...._.a _ o. Addltjogal ~ value ho 0 90%. m TNrla SOIor's Ijr,ep!N'aflafity - O _ CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. �QGpMPATie! - a_ �l�t (�tr^ `o ( �tL' 6 2015 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to e; ���YY��OI�A1 - 11 80% u, _._W._..My. ,d ...., "Iron�✓ola change without notice. - g p - 1 __.. ._-._.._ ,. .. N Smart Energy Together Yearn 5 to is 20 zs Smart Energy Together gepO •. . - _ .�Trina standard Ind,istry standard _ - - - i - • $Q I a'"' Mo Single Phase Inverters for North America solar e Q SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USoo / SE7600A US/SE10000A US/SE11400A US { _ I SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US - iOUTPUT SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 100 O.C.) V• 11400 VA SolarEdge Single Phase Inverters av v I u a..y 5400 @ 208V 10800 @ 208V .Max.AC Power Output 3300 4150 5450 je..240V• 6000 8350 10950.Ga1.240V• 12000 VA 1 u u I .. ..... ......... For North America AC Output Voltage Min:Nom.-Mart; - 183-208-229 Vac ✓ .. .............. .. . ...............................I........ ................ ..............................................-.. .............................. .. .. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ .' AC Output Voltage Min:Nom:Max.('i SE760QA-US/SE10000A-US/SE11400A-US 211-240-264Vac ..... .. ....i..... .. ....HZ.... AC Frequency Min.-Nom:Max.t t _ 59.3-60-60.5•(with HI country setting•57••60•,60.5). r - - .......... ....... ......... 4 @ 208 Max.Continuous Output Current •• •-12.5••.•••I...............16 •• 25 32 47.5. A 48 @ 208V GFDI Threshold ............ . ........... .1.................. ................... .A..... - - Y Utility M Country Configurable •Yes Yes -� Monitoring,Islanding Protection,Co ble Thresh f ,g INPUT -- ^^� ^-^�•°---^�-+ 'r .Maximum DC Power STC 4050 5100 6750 8300 10250 13500 15350 W Transformer-less,Ungrounded Yes qG 4 ..Max.In ut Volta.e................ ...... _ ......500..............._......................................... Vdc.... PB ................................... .... ...... . .. .. ..... . ...... Yeats i atrat\� - , , ,v. ,' Nom..DC Input Voltage... ....... ............ ........... ... 325 @ 208V/350 @ 240V....... ......... Vdc.... z , •, ..... D . .....-... ...16.5 @ 208V. ...... . .. ..... ...33 @ 208V... .... �ea2eno�.," Max.Input Current(2) 9.5 13 _ 18 23- •-34.5 •••Adc w 15.5 240V 30.5 240V ............ ...... ........ ... ............... ...................... ................ ......................... ......... ................ .... u M x.Input Short Circuit Current..:.. ....................................................... ....._....... ._...... ....................... .... @.... ...... I .•45 @ •..-:.•,...,.,� ,,., £- , ., ,i ,", Reverse Polarity Protection ..... ..... ...................................... ... ........ ....................... .... ......... " ` '` - " ault Isolation Detection 600k.Sensitivity - , ................. ...•97.7... ...98.2... ....98.3.... ....98.3... .....98..:. .-,..98..... ......98..... ...�..... ..... ..... .. .. Ground F ' Maximum Inverter Efficiency•• •••••,•••. ....-. .. ........................................... ........ ........... ... ............. ............ ..... ...... .............. ......... I.998�,240V..I................ ...... @ V..I........................CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % s :" •z. ,` Nighttime Power Consumption...... <2.5- <4 W 97 @ 208 _ - - • FEATURES $upportledN ommEunication Interfaces ••••••••••.......-•••••••.•...--.•-R5485:R5232,Ethernet.ZigBee(optional)•.•.............•••••••••••••••..•... ........... . Revenue Grade Data,.AN51 C12.1- ••• ••.• optional(') •.•.. •-•••••.. .................. ............. .................. ... ..... ...... .... .--. .... .. .......-.............. ... ................... ..... •Rapid Shutdown-NEC 2014 690.1; Functionality enabled when SolarEdge rapid shutdown kit is Installed(" - ,i ... ,^a "• .:. "'. fetyDA. ......... ............................ ..................... ......... .................................... ......... Sa STANDARD COMPLIANCE 99B,UL19 Grid Conn ..................... .......... ................... IE547 ....-.......................................... ......... 1• FCC artl5 cla 98B ..�.. : ._ - a,;, •.=, -, .'. ,- �"•. "'t:; -•Emissionsecti P , INSTALLATION SPECIFICATIONS_ /AWG range... ........................3/4'•minimum/-16-6 AWG.......................... 3/4"minimum/8-3 AWG ......... conduit size ofstr g ........... minimum - strings �., i - .' ,; '; m/1 2 strings/16 6 AWG 'ni 4-6 AWG x" DC input and - •si- range.......................s.. ................................................................................ .... ..... ........................ s with Safety witch -- -" - Dimension ety Switch 4"minimum mu 0 5 x 12 5 x 10.5./ . ...in/ 3/305x1125x 72/775x315x184 HxWxD)... 3775x315x260..... mm... /.. .. ....3 4. .-Weight with Safety Switch........... ........51.2/23.2..........I............. ..54.7/•24.7 ..........88.4/•40.1.......... ...Ib/.k�... - _ .... .. ..... ..... ...... ..... ..Natural.. ..... ..... .. - �..-.w....,..,,- convection Cooling Natural Convection and internal Fans(user replaceable). " fan(user The best choice for SolarEdge enabled systems Nose..:....... ........................ .......................................................:........ rep(aceanle)..............:.................................. ........................................... ................................25................................ -.......................: 5.............................dBA.... - integrated arc fault protection(Type 1 for NEC 2011 690.11 compliance Min:Max.Operating Temperature I5i g p ( yp � P - :13to+140J.25to+60(-40to+60versionavailable ) F/°C Rang?.........I......................... . ......... T $UperlOf efficiency(98%), - Protection Rating....................... .............................I.........................NEMA 3R..... ......... ............ .......................... — Small,lightweight and easy to install on provided bracket (`)For other regional settings please contact SolarEdge support. RI A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoringp)Revenue grade inverter P/N:ic%%%%A-USONNR2(for 760OW inverter:5E7600A-Us002NNR2). 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