The URL can be used to link to this page

Home My WebLink About0055 NARROWS WAY It"67 Town of Barnstable Build.in Post T:,h�s Car'tl So.That UisibleFrom:the Street Approved„Plans Must�be Retained on lob and;this Card Must'beKept �._sARNl3'i'ABLE, ' >, d s '., r ' f • M Posted Until""Final�llnspection Has Been Made Jo�� Per . ere a Certificate df O,ccu an^, :is Required,such Bu�Idmg shall Not be Occupied u' til a Final nspect[oh°has been made ;:a„ p„ „Y. 1. :<„ .. r: % ,,,,,,. .r.... Permit No. B-19-1520 Applicant Name: Robert'Rostocka Approvals Date Issued: 05/03/2019 'Current Use: - Structure 4' Permit Type:• Building-Insulation-Residential Expiration Date: 11/03/2019 Foundation: Location: *55 NARROWS WAY,COTUIT Map/Lot. 021 003-008 Zoning.District: RF Sheathing: Owner on Record: 6 WEBB,DAVID A& BARBARA C TRS Contractor ame: ROBERT A ROSTOCKA Framing: 1 Address: PO BOX 202 Contrac�to License: 113252 2 ., COTUIT, MA`02635 Est Profect Cost: $.2 985.00 Chimney: Description: Insulation&Air Sealing Permit Fee: $85.00 Insulation: ; Project Review Req: Fee Pal $85.00 Final: Date ' 5/3/2019 r sttl1\ C, , Plumbing/Gas Rough Plumbing: �• Building Official Final Plumbing This permit shalt be deemed abandoned and invalid unless the work authorizedby�this permit is commenced within six monthsfter issuance: All work-authorized by this permit shall conform to the approved application and theapproved construction documents fot which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes, 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 Final Gas: . = work until the completion of the same. K� V z Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmgand kirdlofficials are provided'on this;perm it. Minimum of Five Call Inspections Required for AII Construction Work Service: 1 Foundation or Footing g 2.Sheathing Inspection ;� Roug h: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final. Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION po 3- Map Parcel 00- Application # a '� 02 Health Division Date Issued IL Conservation Division Application Fee // 6- Planning Dept. Permit Fee CU - Date Definitive Plan Approved by Planning Board Historic - OKH WO _ Preservation/ Hyannis D Project Street Address S�J Nc r 1 S Wa.0 Village OwnerA c-bsA&_C• �k)e-6)j7 r. Address Telephone 56 • y}`� ti'36 (��' �'t �.A ( (aL35 Permit Request cnx i S�,v, h0%k k J � n c , h' I S la sk 4/1 )6,W I rl �4V1 t Square feet: 1 st floor: existing proposed — 2nd floor: existing — proposed — Total new '- Zoning District Ir Flood Plain Groundwater Overlay Project Valuation 1\,DDa a_ Construction Type fz,: Lot Size Grandfathered: ❑Yes )d'No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure VS. Historic House: ❑Yes &No On Old King's Highway: ❑Yes fa No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other A[A- Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count .� Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other lf� Central Air: ❑Yes ❑ No Fireplaces: Existing /( New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizff- Nool: ❑ existing ❑ new size ff+Barn: ❑ existing ❑ news sizeA_ o Attached garage: ❑ existing ❑ new siz /►Shed: ❑ existing ❑ new sizeA�ther; CD Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , Commercial ❑Yes $No If yes, site plan review# � cn Current Use t Proposed Use O A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �J �5 ��- Telephone Number Address License # CS ' TL V1 h Home Improvement Contractor# Email Z -kA 1�C.� . ca1� Worker's Compensation #W �I��#_XV�& ALL CON RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL E TAKEN TO 0.�u�,.p�� C, �� i5ak� _ � , D ��-t S SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED , MAP/PARCELNO. c 4 'F E ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. 1 - OWNER AUTHORIZATION Job ID: , OZ (a I�f� Location: 'S wrru 5 ozG35 i U l h as Owner of the subject property hereby authorize_SolarCit� CRM—ffiC 168572 MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract -b �� (, b . 07 2 �0- , SignaRure of Owner. mitocnurt tt4 •Oeoattmrm at`tubs+t Satt t�i 8oaro of Budding 06914040.4 And Slanestea �.:carfla�► CS-198615: JA9DN PATRY 821 SMWART DRIV& AMnBton MA 02�51 • 02MMiO • ' - •iw,+r .Q((�!!Of COMmq•AfWm®[ ItlISS RaalalloO HONE IMPROVEMENT CONTRACTOR � s Rooitmt ec 106572 Y i Explmdm 3l8017 Suppgmert Q: SOLARiC17Y CORPORATION JASON PATRY '94 ST MARTIN STREET BLD ZUNI._Q • �•' j .SOR000H,MA 01752 UcGeacenxssy U l/ F;�.�f,~?'C'!I Office of Consumer Affairs d BusCinress Re ulation fi 10_Park Plaza: Suite 5170 . Boston, Massachusetts 021",16 Home Improvement Contractor Registration Registratioh: 168572 r 1 % Type; Supplement Card " µ r Expiration: 318J2017 SOLAR CITY CORPORATION . N CHERYL GRUENSTERN ' 24 ST MARTIN STREET BLD 2UNIT.11 - MARLBOROUGH, MA 01752 •., .y{ .r A` - - - - - Update Address and.return card.Mark reason for change. sen i a_�sti n ,: f Address >:Y Renewal Employment.1-1 Lost Card l�r `l%r)it H/r/rywp/W e f flice of Consumer Affairs&Business Regulation License or registration'valid For individul arse only w � before the expiration date. If found return to: � ME IMPROVEMENT CONTRACTOR p e' Office of Consumer Affairs and.Business Regulation Registration: 168572 7 yp 10 Park Plaza-Suite 5170. `Ll Expiration: 3I8/2017 Supplement Card H Boston_,MA 02T16 SOLAR CITY CORPORATION CHERYL GRUENSTERN ^--•., " 3055 CLEARVIEW WAY SAN MATEO,CA 94402 �*r. -- — _ Undersecretary Piot,valid without signature . - /. The Cemanonwealth ofAlassacharsetrs Departinent of fndustriul Accidents Office of Investigations .= T Congress Mree4 State 100 Boston,AM 02114-2017 =amgov/din Workers ComPew atkm Eassuranee Aflfidavlt:Builders/Contractors/Ebmtricians/Ptumbers Aotzl€caW Inormatlon Pfcase Print Le,BIhly Name(Barra tiodindivit'htal):_ SdarCity Corporation. Address: 3055 Clearview Drive City/StatelZip: San Mateo CA 9402 Phone#: 888-765-2489 Are you an employer?Check the,approprlaxte b= TypeP of ro ect( 1.® I am a employes with_MWO 4. 0 I am a general contractor aad I 4 )= employees{full arrd/orpart-time).* have hued the wb•coafractors 6. ❑New ovnstraction 2.❑ I am a sole proprieW or partner- listed on the attached sheet. 7. Ruling ship and have no employees, These sub-ooat:utors have B. Q Demlitioa working for me in any capacity. employees and have workers' 9. Bwkft addition [No workers'comp.insurance camP•insurance,; requircd.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeownerdohtg all work officers have exercised their 11.0 Pluarbing repairs or addtioas myself[No workers'comp. right of exemption per MGL 12.(]Roof repairs insurance required.j t c.152,§1(4),and we have no employees.[No workers' Odier solar panels cflmp.insurance rewired. oz � s6mft the woks'WgMMM PAY m da ch k 1 tv SUhetnt who a firs sEEidav@ iad�g they ue doing als work anti rhea hire ot�ide apomramm mast subma a mw a�wit mdsamag atxh. kannamn dm cheek tU box must m ached an admit sheer mmwitfg ft MW of die au CWMMtM end whemw or not dtose asioes have eniployeer U the sub oo�cron have anployees,they r prav&[e theft wo&='gyp.ANY-nfi-. I aunt an employer that is pr Uhig workers compemadon insurance for my employees Below is the polrcy and job site arfosmadom insurance CompanyNxne: Liberty,Mutual Invannce Company' Policy#orSelf-ins.Lic.#: WA766DO66265024 Expiration Data: ' 9/1/2015 . 55 Narrows Way CoWit,MA 02635 Job Site Address: Caty/state/Zipt Attach a copy of the TvorkeW compewation policy declaration page(showhag the potley number and expiration date). Failure to socure coverage as required under Section 25A of MOL c. 152 can lead to tbe imposition of criminal penalties of a fine up to$1,5i10.00 and/or oth-year imprisonment,as well as cavil penalties In f#te form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised drat a copy of this stawment may be forwarded to the Office of Investigations of the DIA for inauaace coverage verification I to hereby cersiTy under ore es ofperjiqy drat the in ermation pnvvhkd above Is hue rind correct Siena July31,2015 Mona#: .3U1581 0 jWd,u=only.Do not write In ds area,to be completed by ury or tort ofilciaL City or Town Permft/License# Issrrg Authority(drde once): i.Board of Bealffi 2.8oilang 1Departmerrt 3.City/Town Clerk 4.lBlectrlcal inspector 5.Pltsmrbmg Inspector 6.Dthw Coentad Perrou: Phone#: �1 o rd CERTIFICATE OF LIABILITY INSURANCE 7M CER'i MAM IS OR=AS A UA7M OF BrOMMM OWY AM OWnn W RWM IIIP N In GotyawAlm MOUE OL Tm tXJR"q=V-OM WT ARWJM MY OR N®AYWRY AHM EUM OR AUM TIE COMAGE AFC W 7W Pa Uf= gELAIAI T IO CBMFMTB OF DMUMNIM OM NOr OONO'f M A COBFRAT Ali TM 111118111111W MOUPUIM AUnmwj d MMYWORPRODUCEIt AND 11HECERFMATEHOLDM WORTAW R>Ba oar0hower Jr,t!R AiNtOplAL1i_Saw on pap"UNK U endorsed It SUBF40 ATKW IS VYPM%addeft w tbo twins and oust crew pdhwr ca am paucim my WMFAd wt YadonmummL A as 1t ewigk ata data ad confin dsW 10 the �pppta adanddig Olilln ofwAQ pl 1�1{I�IRINSIA0I11Y� _ 315t�lIJE'ORtiASIFiffF,SUFEtBBD CALNO AlEDWBa01Etb WM HIJOKWACA 261(K MEOW 89tl�FSF(i@fidlyN>�iMiS lR._LlbedgldoUolq@r6twe0RC�ergr T�gg l R�1�8�+ t�edjc�ial�oeCar�ora�or! q�pq aaomc.VA. awn: OOVERAMM ems: CERTKIMTE NWT: THE IS TO CERFIFY THAT THE POUMSS OF lNSURAWS LIBFF,ti pa OW"RIME amp t$SUID TO THE MUM fVMM AWN fW TILE P'OUCY PERH)D iNOR1►7EQ.1�ANY fiEQUIR> ,Tt W OR CONWWK OF AfffCOii[RACT OR OTMIRt Q=C ff WRFI RESPECT TO V*QCH TMIS Cf3ifM=MAY BE lSBFILD OR MAY PERTAIN,THE 94SURANCE AFFOjWw BY 7W PqIM UESCVj=HERON IS SIl ECT TD ALL TWE 7Bi111Sy MISLUSIM AND CONWWWQF8i1Clt Pam.L16IITSSHOM hKYHAVE OMR91tf M BYFM MABf'.►. tMOROU ORM USES A camoLmauvY 080186i1 B�R4 i umm X CMiWFVALGEN9FALUWKffy W to= Q acm j / Od.«ravaxaarr i tA0QB09 R�IIL1tOG i 6F3dLAGA1EQMUWrAPFMPW PaAEUCO-COMPMAGO y 200 71 pmw R F1 Lac y imam . . ,yr lxx ,;F� AtIM ULAn a MV , s . . . .. ,tt a6olstaw a�A eaie accun - �w s tug Aaaato- s t AND B !► rt; 01 S xpuISOILA1111111" LN MIA O>�1f 4 190l si avOdett y p4�iis ti4C0 �0� E.Laia816E.d► y 1mOA;lO manry i fil. -POUCH. CANCER A v a1DlNAMF�"OFTF��19p1fIDFEpPGLiB:Q1NlGFiR�B I' 9066 '* I ZIM 7NBMF. §M= %U 8E GROOm x �r11�.ty18{1ptACCDRnWKVMVWPIXCYPRM4&VW /MtI1t01®f . dllenRAaRaasYlprs�Qas�#p at116 X"Q ACM W%PORATWN. Ap mmw4t Af AD 96 The ACM nwm and by aft agWimed 0 -dACCM I - Version*18.2 �o9;S01arClt y July 27, 2015 Project/Job#0261554. r, RE: CERTIFICATION LETTER ,. Project: Webb Residence' 55 Narrows Way Barnstable, MA 02635 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from'SolarCit .. 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 - MP1A: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas). - MP1B: Roof DL= it psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP1C: Roof DL= 11 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=0.19312 < 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. 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. K. IUKI V ST UCTURAL No.51933 Digitally signed by Humphrey, 0 Sincerely, �GisTEP`` Kariuki Humphrey Kariuki,P.E. Date:2015.07.28 04:54:37-04'00'� Professional Engineer T: 443.451.3515 email: hkariuki@gmail.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 888104,CQEC 8041,OT HIC 0632778.DO HIC 71101488.OC.HIS 71101486,HI CT-29770,MA.HIC 168572,MO MHIC 128948,NJ 13VF106160600. OR 006 180498,PA 077343,TX.TDL R 27006.WA GCL:SOLARC'919Q7.@ 2013 SolarCily:An rlghte'F"dr V6d. 07.27.2015 SolarCity, PV System Structural Version #48.2 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Webb Residence AHJ: Barnstable Job Number: 0261554 Building Code: MA Res. Code, 8th Edition Customer Name: Webb, David Based On: IRC 2009/IBC 2009 Address: 55 Narrows Way ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.625258 -70.442482 Stamp Req'd? Yes SC Office:I Cape Cod PV Designer: Christopher Houck 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 = 0.19312 < 0.4g and Seismic Design Category (SDQ = B < D AN Lt- o • A • 55 Narrows Way, Barnstable, MA 02635 Latitude: 41.625258, Longitude: -70.442482, Exposure Category: C r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member Spans. Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties a Sean 1 13.35 ft e...., Actual D.A iti.. _19.25"Z°^ Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material c . Como Roof, San 3U x _ A 4 13.88 in^2 Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathing Yes San 5 x ,=I 98.93 in.A4 Board Sheathing None Total S an 14.09 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 4.08 ft, Wood Species SPF .: Ceiling Finish 1/2"Gypsum Board PV 1 End 13.83 ft Wood Grade #2 Rafter Sloe 220 PV 2 Start Fb $75 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full _. _ ,a PV 3 Start" '''E 1400000 si Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 5 12 Initial ' Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.08 11.9 psf 11.9 Psf PV Dead Load T -- PV-DU 3 0' sf -;4, ; .;.x 1.08ul" � -'_." _ _- 3.2 sf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load 3ef, ` LLB SLl'2 RA' 30:0 psfA M x 0.7 &J z70.7 - ,21 0 psfY El,. 21:0 psf- Total Load(Governing LC TL 32.9 psf 1 36.1 psf Notes: 1, ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=0.7(Ca)(Ct)(Is)p9; Ce 0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 1 0.37 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 31 psi 0.7 ft. . 155 psi 0.20 D+S m Bendin + Stress 591 si """7:S ft. 1273 s " °0:46' D+S Bending - Stress -8 psi 0.7 ft, -466 psi 0.02 D+S Total Load Deflection` .x `" 0.28 id.' ,`611 . F ''41A ft.W, ' A4'inr' 4 '120 s�""' ' 0.20 ." _ I +S Y% CALCUI:ATION OF DESIGN'VNIND LO'ADSgMP1A - Mountina Plane Information III Roofing Material Comp Roof PVSystemType' : k SolarGty SleekMountT" ,. 77 Spanning Vents No Standoff Attachment Hardware Como Mount Tye`, 'A. Roof Slope 220 Rafter Spacing- < , . 16"O.C. Rafters Framin Type Direction Y-Y Purlin Spacing _X-X Purlins Only: 'NAB Tile Reveal Tile Roofs Only NA Tile Attachment S stem " Tle� Ro O Y _ _ Y__. - Standin Seam[Trap ra Spacing SM Seam Only NA Wind'Desi n Criteria Wind Design Code ASCE 7-05 Wind Design Method. '' >`° - Partially/Fully Enclosed Methods Basic Wind Speed V 110 moh Fig. 6-1 fExp osure Cate o C- Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height N. h f 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor °; Krt - 1.00 _ Section 6.5.7 Wind Directionality Factor ICd 0.85 Table 6-4 Importance Factor w.Ir 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B EZ'Pressure Coefficient' Down ° GC"'wn °�" 5 "`0.4 °' ` ` Fig.6 11B/C/D'14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure Up p6g)) -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowab -_ � ..Landscape �":, ,. _ -R 24 NA Standoff Configuration Landscape Staggered Max StandoffTrbutary Area t- • Trib .. ,� _17 sf ,_ PV Assembly Dead Load W-PV 3.0 psf Ne.t Wind Uplift_at Standoff _ j actual 352 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca acl DCR 70.30%3' X-Direction Y-Direction Max Allowable Standoff Spacing_- Portrait 48" 66" Ma_x_Allowable Camile e Portrait 19.1 N_A Standoff Configuration Portrait Staggered Max Standoff TributarY`Area '-- Trib W.:22 sf" PV Assembly Dead Load W-PV 3.0 psf Net Wind'Uplift'at Standoff _; _ T-actual °` 440'1bs Uplift Capacity of Standoff T-allow 500 Ibs. Standoff Demand Ca &i J_ �. V ZCRT --X- 88.1%r R Jk, III _ STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP113 Member Properties Summary Horizontal Member Spans Rafter Pro erties MP1B Overhang 0.74 ft Actual W 1.50" Roof System Properties San 1 . 13.35 ft Actual D 9.25 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re-Roof No San 4 S. 21.39 in.^3 Plywood Sheathing. "; , t_Yes,' i �,iPW San 5. t X Va �,. ~iv,I�V 98.9.3-in.'^4- Board Sheathing None Total Span 14.09 ft TL Defl'n Limit 120 Vaulted Ceiling - rNo- h .PV,1°Start �4.08 ft,.' Wood Species SPF" Ceiling Finish 1/2"Gypsum Board PV 1 End 13.83 ft Wood Grade #2 Rafter Sloe 220 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End. F,; 135 psi Top Lat Bracing Full PV 3 Start ry a. IAE fow s 14000001 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas' PV Areas Roof Dead Load DL 11.0 psf x 1.08 11.9 psf 11.9 psf PV Dead Load PV-DL 3.0 psf x 1.08 1 . 1 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 .19.0 psf Live/Snow Load .: R :... ALL SL,,,2 t30.0 sf _ x 0.7J� x.0.7 r21:0 sfA„-, 21.0 b4 a Total Load(Governing LC TL 32.9 psf 36.1 pd Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I,=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1 0.37 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 31 psi 0.7 ft. 155 psi 0.20 D+S Bending + Stress 591'psi °.Ia7.5 ft. 4273 si 0.46`� D:.+S ,Bending - Stress =8 psi 0.7 ft. -466 psi 0.02 D+S Total Load Deflection Tf _ 0.281n.`° 611 • ' 7.4`ft. . J 1:44''in.1 f L 120 V 0.20 WV kfl l)+.S ° .: CALCULATION OF`DESIGN WIND-LOADS=MPIB__ Mounting Plane Information Roofing_Material Comp Roof �� """ISolarGiSSleek'MountT"' P,V System.Ty_pe " ; . � :m; :x bar tY. _._.. Spanning Vents No Standoff Attachment Hardware Como Mount Tvpe C 4> Roof Slope 220 _Raft Spacing Framing Type Direction Y-Y Rafters Purlin;_Spacing._- RT NA= i' Tile.Reveal Tile Roofs Only NA Tile'Attachment System "'"F' Tile'Roofs Only MN Standin Seam/Trap Seam/Trap Spacing �SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Desig U&I rtially/Fully Enclosedri ethod Ire.;. - Pry _— _ _ ��,,. �..t.._ -- Basic Wind\Speed V 110 mph Fig. 6-1 _ry f' -- .;C Section 6�5 6.3 ExposureCatego _ _ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h' 25 ft �Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor " Krt 1.00 Section 6.5.7 - Wind Directionality Factor Kd. 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Dow ' 045 Fig.6-11B/C/D-14A/B Design Wind Pressure p p='qh(GC) Equation 6-22 Wind Pressure U „ -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever� , Landscape 24',, Standoff Configuration Landscape Staggered Max Standoff Trit►utary Areal f Trib"" w; ` G17 sf F„, '4" PV Assembly Dead Load W-PV 3.0 psf Net Wind-UUplift at Standoff T=actual __ -352 1bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR '70.3% X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 66" Ma— Allow able Cantilever, —Rortra Standoff Configuration Portrait Staggered Max Standoff Tributary'Area Trib -_ _22 sf PVPV Assembly Dead Load W-PV 3.0 psf Net WindyUplift-at_Standoff.. Tactual 440 Ibs Uplift Capacity of Standoff T-allow 500 Ibs R Standoff Demand Ca acitV YA. • �DCR�2' 1 7 788.1%�r � ��n mm��,MW � STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK M1P1C Member Properties Summary MPic Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties S an.l 13.35 ft ",Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof a San 3 <_ A 13.88 in.^2 Re-Roof No San 4 S. 21.39 in.A3 Plywood Sheathing1. " . Yes UM m ",° San 5k. x' ,. , 6 .I �.. 98.93'in.- 4 Board Sheathing None Total Span 14.09 ft TL Defl'n Limit 120 Vaulted Ceiling Noy;,J, 0= `" PV 1 gia rt,"b01 4.08fit XWood Species °ryVSPF;` { Ceilina Finish 1/2"Gypsum Board PV 1 End 7.33 ft Wood Grade #2 Rafter Sloe 220 _ PV 2 Start 10.50 ft Fb 875 psi Rafter Spacing 16"O.C. PV 2 End 13.83 ft F„ 135 psi Top Lat Bracing Full. PV 3 Start, E 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„;,, 510000 psi- Member Loading mary Roof Pitch 5 12 Initial Pitch.Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.08 11.9 psf 11.9 psf PV Dead Load PV-DL`. 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL SLi'2 30.0 psf, _ t_ x 0.7 1 x 0.7 ';21.0 psf 21.0 psf 1otal Load(Governing LC TL 1 1 32.9 psf 1 36.1 Dsf Notes: 1. ps=Cs*pf;Cs-roof,Cs"-pV per ASCE 7[Figure 7-2) 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.37 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity, DCR Load Combo Shear Stress 30 psi 0.7 ft. .155 psi 0.20 D+S Bending + Stress 572: sib 7.4 ft. 1273 psi 0.45 `D+S ,Bending - Stress -8 psi 0.7 ft. -466 psi 0.02 D+S Total Load Deflection 0.27 in. I L1630 7.4 ft. t 1:44 in. 120 0.19 D+5 •t s CALCULATION OF-DESIGN WIND LOADS=MPIC Mounting Plane Information Roofing Material Comp Roof PV S st_em T e yp-__�Y SolarCity SIeekMount;M , Spanning Vents No Standoff Attachment Hardware Comn Mount TVDe C Roof Slope 22° Rafter Spacing _ = 16"'O.C. Framing Type Direction Y-Y Rafters Purlin�Spacing, .. ,X X'Purlins;Only ' ,K .w Tile Reveal Tile Roofs Only NA Tile`Attachment System _ Tile"Roofs Only_ Standin Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE7-05 WindWind D iesiesgn Methods _ °> 3 tl '�'7 rF,°Partially%Fully�Enclosed Method : Basic Wind Speed V 110 mph Fig. 6-1 Exposure.Category C _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/BB Mean Roof Height h _25,ft Section 6.2 Wind.Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor a-&A 1.00 t, Sectio6 5 7 Wind Directionality Factor Kd 0.85 Table 6-4 .Importance Factor I '1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC,(Down) _ 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" MaxAlw 24M M NA Standoff Configuration Landscape Staggered _Maz,StandoffTributary,Area j� '' Trib`.a;_ PV Assembly Dead Load W-PV 3.0 psf NetNet Wind.Uplift at Standoff T-actual - __ �352'Ibs Uplift Capacity of Standoff . T-allow 500 Ibs Standoff Demand/Capacity DCR . 70.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66 Max Allowable Cantilevers Portrait 19'' DNA____,_ Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net—VV1qdMp#iftaStaoff LT 440tn_ - 1 -acual Ibs °Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci F � °' DCR r ' 88.NO r• x ��_ �:. Stu TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division fb Date Issued Conservation Division r -�, t" Application Fee Tax Collector Permit Fee 7y •w Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address _�`� /!"��'►��1�L[JS' �//�} S� Villageoe l iG 7UT Owner &LIt`d 1� ��.. Address c Telephone Permit Request -4YlDI.C.P � � L?a-sS>��e� 5 AOVA Square feet: lst floor:existing proposed 2nd floor:existing proposed Total new Zoning District ,[.f Flood Plain /V® Groundwater Overlay Project Valuation'!! Construction Type IZAUXI t: Lot Size Grandfathered: ❑Yes ❑No If yes, attach supportingidocumentation< RI Dwelling Type: Single Family S Two Family ❑ Multi-Family(#units) > Age of Existing Structure 0 Historic House: ❑Yes 3<0 On Old King'-- ing s H1ighway:d_0 Yes` �'No Basement Type: uII ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) C0 " Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing 6-----rrew Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No v Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑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 BUILDER INFORMATION / Name GS.° Telephone Number �� Address " K a License# a r� Home Improvement Contractor# Worker's Compensation# 01V _ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r �-- SIGNATURE DATE r ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f MAP/PARCEL NO. w e ADDRESS VILLAGE OWNER r x G� 1 DATE OF INSPECTION: d FOUNDATIONS tC W o) c-? R^:.t FRAME o (� OHO 0��(I/IS'� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL µ. PLUMBING: ROUGH FINAL " GAS: ROUGH FINAL ` FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. ;s r ,,pp�� The Commonwealth of Massachusetts \ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 UV. www.mass.gov/dia Workers' Compensation Insuranceffi.Affidavit: Builders/Contractors/Electridans/Plumbers Applicant Information Please Print Legibly Dame(Business/Organization/Individual):. Address: City/State/Zip: Phone.#: Are yo employer? Check the appropriate box: "Type of project(required):" I. I am a employer with 4 I am a general contractor and I � � . ❑ 6. ❑New construction . . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity.acit3'• employees and have workers' #. 9.,❑Building addition comp.insurance. [No workers' comp.insurance 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 l l.❑Plumbing repairs or additions myself, [No workers' comp- right of exemption per MGL 12.❑Roof repairs insurance required.)t c. 152, §1(4),and we have no employees. [No workers' . 13.❑ Other comp.insurance required.] , *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ZContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees. Below isike policy and job site f information. Insurance Company Name: Policy#or Self-ins.Lic.M IVg,•-?/,o Z6yy; — Expiration Date: Job Site Address: � .,r City/State/Zip: Attach a copy of the workers' compensation polic eclaration page(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy"of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi the pain ; nd pen Ides of perjury that the information provided above is true and correct Signature: Date: Phone#: Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." 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 bean employer." MGL 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 any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states `Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliatice with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es) and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required 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 returned 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-insured companies should enter their self-insurance 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 number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only 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 or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. be.Commonwealth of Massachusetts Department of Industdal Accidents Office of Investigations 600 Washington Street Boston,MA€12111 Tel. #617-727-4900 ext 4.06 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass.gov1dia c Town-of Barnstable Regulatory Services MAM Thomas F.Geiler,Director p &63 p v t � B11]ZCilII D1V1510II ED MA b Tom Perry,Building Commissioner 200 Main Street, Hyaffiis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, .improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adj agent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. • Type of Work ! ,----� � '" Estimated Cost ®�!V Address of Work: ` Owner's Name: . Oawd Date of Application I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law MJob Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEM12gT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply f r a p 't as the agent of the er: �rL� Date Co actor Nam Registration No. OR Date Owner's Name Q:fmz:aomeaffldav tioF E�� Town of Barnstable Regulatory Services ' e"azv 'XAM a Thomas F.Geiler,Director p 0.19. s` Building Division TED MA4 Tom Ferry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Dust Complete and Sign This Section If Usuag A Builder i, DAL FAD !� , as Owner of the subject property hereby authorize e A. to act on my behalf, in all matters relative to work authorized bythis building permit application for: , d- (Address of Job) . a of Owner D e Print Name Q:FOPm5:0 NFURPEP-MISSION ISSUE DATE 09/12/07 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ,�UCER AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 1vICSHEA INSRUANCE CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE 749 MAIN ST#H AFFORDED BY THE POLICIES BELOW. OSTERVILLE MA 02655 COMPANIES AFFORDING COVERAGE COMPANY A HARTFORD UNDERWRITERS INSURANCE CO LETTER COMPANY B - LETTER - INSURED COMPANY C. GROVER, CAREY DBA GROVER BUILDING AND LETTER COMPANY D REMODELING LETTER .. PO BOX 1080 co"ANY ELETTER COTUIT MA 02635 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS CO TYPE OF INSURANCE POLICY NUMBER POLICY POLICY LIMITS LTR EFFECTIVE DATE EXPIRATION DATE M/DD/YY) MM/DD/YY GENERAL LIABILITY - GENERAL AGGREGATE $ E COMMERCIAL GENERAL LIABILITY - PRODUCTS-COMPbP AGG.. $ PERSONAL&.ADV.INJURY $. E CLADNS MADE E OCCUR. - E OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ E FIRE DAMAGE(Any One Fire) $ MED.EXPENSE(Any one person $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E ANY AUTO - BODILY INJURY E ALL OWNID AUTOS (Per Person) E SCHEDULED AUTOS E HIRED AUTOS BODILY INJURY $ (Per Accident) E NON-OWNED AUTOS E GARAGE LIABH YROPERTYDAMAGE $ SIY E EXCESS LIABILITY E $ E UMBRELLAFORM ACHOCCURRENCE E OTHER THAN UMBRELLA FORM AGGREGATE - $ STATUTORY LIMITS WORKERS'COMPENSATION UB360IB46407 08/31/07 08/31/08 EACH ACCIDENT $100,000 A AND EMPLOYER'S LIABILITY DISEASE-POLICY I Il11TI $500.000 The Sole Pro rielor/Pariner s ecuiiveOfricr s are EXCLUDED DISEASE-EACHEMPLOYEE $100,000 OTHER DIPTIONOFOPERATIONS/LOCATIONSNEMCIYS/SPECIALTYEMS THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR GROVER,CAREY 1 i THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE ,•fit TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIESSE CANCELLED BEFORE_THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDE-AVOR TO MAIL 10 200 MAIN STREET - DAYS WRITTEN NOTICE TO THE CERTIFICATE JkO4ERNAMEZ-'Tb THE LEFT, HYANNIS MA 02601 BUT FAILURE TO MAIL SUCH NOTICE SHALL IlVIPOSE1,NO OBLIGATION OR L� - LIABILITY OF ANY KIND UPON THE COMPANY,ITSr-Q*NTS OR REPRESENTATIVES AUTHORIZED REPRESENTATIVE DIANA JACOBS G - ✓lie �amirrc �1�� Ro.ii'd of 21Mdih 1,46, .uns atiU'SfaiStt'rci'. j r, HOME IMPROVEMENT CONTRACTOR. t Registration 144322 Expiration 9/23/209§ ' TYpe RBA° PROVER BUILDING+REMODELfP1G '` , CAREY GROVER " 56 3OWDOIM!'RD x� MASHPE�;'Dl1A 0 649y Dc`s t Admi 'ict�eta" . - - e�� Cl�� V;Pi)LjlLM2GI$,�L C�✓�LIXd.1fLC67!/.68�i5� -� BOARD OF BUILDING,REGU,LXT10NS c: `iLicense: CONSTRUCTION;SUPtRVISOR L Number;CS 077754 Birthdate';i11/22/1957 ` `AJ Expires,11/22/2007 �r no :8693 0 Restncted; 1 G a CAREY-C GROVER 'PO BOX 1080 COTUIT MA 02635 — — Commissioner so I .,i3•Q. / ZD�E QF ��10 in �� t1 lll Ile P �► 1 56-3 DWELL, �'`'`, \ .( ;.• _Pate bDX � � I I S TANS. \ / aLL 1JI � sA li ' LO ra -. �G•S � '., tom~,p�4 � OfOF PETER axx+�Fo SULLIVAN Iwo id0.29733 CIVIL � c d TOWN OF BARNST.ABLE CERTIFICATE OF OCCUPANCY PARCEL ID 021 003 008 GEOBASE ID 36684 ADDRESS 55 NARROWS WAY PHONE (508)428-4364 Cotuit ZIP 02635— LOT 24 & 24 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT t r PERMIT 23211 DESCRIPTION SINGLE FAM. DWELLING(PMT.# 17839 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: °. BOND $.00 .,' THE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P'a*1'ET" * c; * 1AMSPABM # MAS& OWNER WEBB, DAVID & BARBARA 1639. A�O� ADDRESS EpMp►l ,� 53 SANTUIT ROAD COTUIT, MA BUILDING DIVISION,j BY //_ �'✓ DAT2 ISSUED 05/20/1997 EXPIRATION DATE _�' i� ..�, ,. .ww. .. - i.iX:'..:. ... 3 .:l'4 i 1+..w« �. YN►1iE141�i ;:�"" .yi �' '^ TOWN OF BARNSTABLE i BUILDING PERMIT GEUBASF ID 36084 ;, � ("8 `PkONL� (508)428-4?, 0 PARCEL 11D 02_ � � � 02635— ADDRESS 55 NARROWS WAY ZIP cutuit BLOCK LOT SIZE -' LOT 2 & ' ,,, DISTRICT CT DOA u DEVELOPMENT ,.,, r y D'u1ELI,ING ,�,5'L'W_PI;T .#9:i—d`5 16{ �M C,RIP`L ION SINGLE ,FAMI: PERMIT nr (tTi n TITLE NEW RESIDENTIAL BLDG PM EH�^.IT TYx S B 1 p.�_ E.JH GROV R Department of Health, Safet CCNTKACTO and Environmental Services A.FE: IT TEC TS: ,.�.. $6£2.00 C''TAL I+Fr _ $_0G $220,000-00 Qi► idSTRUCTiO"'! t-�C-�1.� PRIVATE P * • 101 SINGLE F.+'AM HOME DETACHED 1 MASS. b39• iti,T ,BB, DA J ID &. BARBARL Mlr►�. :.0L E..,; ' i SAN'1 i1IT ROAD BUII'D} ' G)T 111T, Y DA'i:�', I, :UE:1 09;'12 j 199C EXPIR E. ATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS • THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET jWLDING I PECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS err 1 P`f 'A( �y 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH O 1 OTHER: SITE PLAbi REVIEW APPROVAL J �\ WORK SHALL NOT MOCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS 'STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-TION. NOTED ABOVE. TION. Engineering Dept. (3rd floor) Map al Parcel ��. �®Ormit# 3 ' House# Date Issued / m Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) - — Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) H43 ALL PL5,a,m ?Ject Plan Approved by Planning Board '�7 19 TOWN OF BARNSTABL �� y Building Permit Application et Address G7.Cp-aG� 1. : ...'t'=, tw, ;�` 4 Village Owner ll�,J�-c ��;�- Address Telephone Permit Request {First Floor square feet Second Floor / square feet Construction Type &J"--ok Estimated Project Cost $ C; ? Zoning District � Flood Plain Water Protection Lot Size �.3,Slo/ Grandfathered ❑Yes ❑No Dwelling Type: Single Family �wo Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes QIO On Old King's Highway ❑Yes a.? o Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft;) 10141y Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New oZ Half: Existing New % No.of Bedrooms: Existing New 13 Total Room Count(not including baths): Existing---1=t-`—New First Floor Room Count �J Heat Type and Fuel: 9das ❑Oil ❑Electric ❑Other Central Air ❑Yes Fireplaces: Existing New V- Existing wood/coal stove ❑Yes Garage: ❑�Detad(size) Other Detached Structures: ❑Pool(size) (size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal#„ + .,, Recorded❑ Commercial ❑Yes Leo If yes, site plan review;# t Current Use Proposed Use .� Builder Information Name Telephone Number Address License# �jzzl;0'3 a2l�� lek, Home Improvement Contractor# A61 T j Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE BUILDING PERMIT DE D FOR THE FOLLOWING REASON(S) ! y.�,.�tt w.i�,M'��k r1•, /A f 2- t f Li , k l ' . 1'1 ♦ y' t - ----•1^-•vim--�-.•rl.'.•ti..,•_y......a:.,f .. ... .. T � � . ,... ,... ... .. .• r -r' - . r.�. -•.,..ti.,.n-v.rr*.,. .._� .-s The Town of Barnstable o� BARNSTABLE. Department of Health Safety and Environmental Services MASS. i6yy' �0 RFD 39. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection `1V _ Location Ae(1&6 AS +6J Permit Number Owner j Builder L " One notice to remain on jobsite, one notice on file in Building Department. �4 The following items need correcting: IAOU 9V- ogx Y r Please call: 508-790-6227 for re-inspection. Inspected by Date `oF,ae►�,,�� The Town of Barnstable BARB.MASS. Department of Health Safety and Environmental Services ibyy' Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection � � aR,$15 (2:� t �Sj l C v Location —S aMAMA, '� Permit Number 1 1(3 Owner . Builder One notice to remain on jobsite, one notice on file in Building Department. . The following items need correcting: �--�-- V �D2 N of f� -�c� ►�cam ,�. , rk-� y - .u.to�t tt�L Please call: 508--790-6227 for reeinspection. Inspected by v Date , TOY" TIME DATE/ �.:, "a '� :� ..� RE"I��T. l UkGENT! ❑Telephoned M :� -- ❑ Returned• ❑(aped to your coil see you OF PlBase ❑Y�nMs�o see PHONE / ` ❑ 1Nllica[! ❑ You'll I �gota .know MESSAGE C/ OPERATOR: 7 23-024-400 SETS 23-027-200 SETS .. _ =.:+..r .C:.. .�. . -��:3"g' - .. ,... . _.. � 'r' ''Y. -S.c.iii:1:"gig i<ri.^•e�:="KLi✓!IIi`i�9", .l,%'sxw+S _ +1��i�.�;':.r``��''Y�. The Town of Barnstable O� a""MARCL Department of Health Safety and Environmental Services t619- QED +s�0 Building Division 367 Main Street,Hyannis, MA 02601 Oitice: 508-790-6227 Ralph Crosses Fax: 508-790-6230 Building Commissioner s� Inspection Correction Notice Type of Inspection Irk Location W� ��i Permit Number l Owner ��'� } Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: —22 f2 u d = Spa rc_ k ZA rTl-';" G Y1- Please call: 508-790-6227 for reeinspection. Inspected by Date i The Town of Barnstable BA LE. MAS& • Department of Health Safety and Environmental Services 7 ASS �► � +es .� .0 'CEO ru. Building Division 367 Main Street,Hyannis, MA 02601 a Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection �_ C W ram_ Location S �` (c S Permit Number ( 2 �"3 9' Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: � ( I ^ r . CI IS N / Please call: 508-790-6227 fore-inspection. Inspected by Date r r < `T ._.HOME IMPROVEMENT CONTRACTOR �' • Registration 1104854 F;Type� r INDIVIDUALS; �rw`fl;; "Ezpirataon10/20/96 ` GROVER & McELNENY BUILDERS McELHENY to90 BOX 1058/523 MAIN Si - ADMINISTRATOR COTUIT`�MA,02635 ✓�e �azzzana�za ca�l� o/�lad,rac1 a<W; .� Restricted To: 16 DEPARTMENT OF PUBLIC SAFETY e ) CONSTRUCTION SUPERVISOR, LICENSE 00 - None Number: Expires: 8irthi t. : IA - Masonry only . CS O4103 09/23/1997 O9123/195.3 ID - 1 & 2 Family Heroes Restricted To: 1G STEVEN P MCEIHENY Failure toPosarSO-1grrr"t PO BOX 282 wassachuzxgffz.;.`^_ Pvip/!,, ; Code Is COTUIT MA 02635 ara-r ��::r�vacattor. • ri S%•G I - 50,1`�7 0 { 6 . �A ✓E l 1 � 1 56-3 � �•� � ��r�� , Patf� Sox � � TAQL. 72 u- LI i _ SS•& N f c�� d•3 i �� i �rH• � �� e4r,,OF PETER SULLIVAN l > R N0.29733CA CIVIL a� The Commonweal th of Massachase& := PP 'Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers'Compensation insurance Affidavit INIF me: IQCatrcin• Cif h orc ❑ I am a homeowner performing all work thyself. Q I am a sole proprietor and have no one working in any capacity ❑ I am an employer providing workers'compensation for my employees working on this job. r& 2anx names, t { .Q (l/• insuiaAeern• ��(�24lf�ili�-�-,!•:'�..ylsd.�l� •�� ''�'��5®�'Z�� polie4# i ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: LL1m➢ttnv namt:_ add[ecS: "tv' hobcN= lnst)rariceco. ptilicyH �mnanv name• ' addres cih~ QlionT g inyuran C all'II 1 main= mom Failure to secure coverage as required tiudtr Section ISA of NGI.152 can lead to the imposition of criminal penalties of a flue up to SI,500A0 andlor one years'imprisonment ax well as civil penaltit:s in the form of a STOP WORK ORDER and a tme of$100.00 a day agnisat toe. I anderstand that s copy of this statement may be forwarded to the tMee of JavestiRatinuc Of The D1A for coverage verification. I do hereby certMmZer"i pains and enfwd o perjary that the i gforma*on provided above is true and eosrct� Signature Print numc 9494QUI---� Phcnc# CnfriciufDoty do not wnte in this arcs to be completed by city or town official: permiNiccnac it Building Department �1,kensing Hoard mmediate reapome is required OScltettatn's Office OHcafth nepartment on- phnae p; _ -Other inner go freviud zt9s r]A% V/� 4 N wl P 63?0 0 Z4-a� ° m OF QCHARS A. DAXrS d� cE,�Ti�iEo v�oT o�,a,v LOG!_1TIOA-1 �oTU/T T,UAT T�/� F�v�,�r�a� ANC SETBA Cf� P.LAit! .2E�E.2E�CE- ,r�EQvieE�-lE�c/rs of 7-,4/� ToW�t/DF /S 1075 ;U 1 2¢ '4 GATE. . 7'f�//S PL9.:!//S if/oT Bf�SEO t /Aif/ i2EG/STE.2E0 L�WO SU.21�EYa� /it/ST,2lU�1E�/T s'!/.2YEY€ Th�� GL�TE.21i/.GL�a �QSS. Dom, SETS Sh��I•��YSh�vLI� SOT 8� .4�i�� /Ci4/�� Z7Av,D LV F.5 l/SE1� 7251 a ."I41-ol 1t1_pf 121_pl LSI of " �I-4 51-q1 b1-91 I rya I ' I •I I. 1 I MIGGIcDW I L � - J o __. ♦281T L' I � I I ♦Ig1T � � ' �1 e I - -- ——— ---- Llr- =19 -N . • � I I ruw I I m •. I q' , . ( I -CFor Tor Or rl•Ivft`I 7b1 U I LII-41 - - - •� � - - �. � I �F.I cw►Toi�rnwrNort�. I e ' IwCCF6cN I .I - tLOiT ..�. L I- LwV iT 61LL W I - 1 ----- --y • I I a '1aPOP PN� -_-- I I N • I I e 6�LGW o�GFi.CG '.�NIrOINc.rq TLY.LL i I INb W K4y I I s. I I IF I - f41-pl 1�1_0l A .141-p1 2VI-pl Y11-pl v91-ol I I - _ y i�-O GI-o I o-Gu �_GI 'I III � i I I ale ;. iJ .QJIMw1i•!�w to I I Pu.e._wc.d. � •a - p 6 e II N I _ bININly_ _ KI'TLM6,J _ 1 B�W.ST - II Ff�MIIY , N Y _ Pdb zti LIP,J sj-ol 1 b .. SI' � �. P 'I I. .SUHr+oan jl � I �va`i+ -T 0 I - 2••6 0,_� - it ,,.,rwr t°•ro _�4p.,o,,;•c.,,er.,µ�o� �r----- — . I I II W-LI LI :0-10 41-81 yll_IQI I LI Q IV II I L I-(s)14.eb I.1 WI.•DI I � _Q Poach --+'•e^or�c,..w.os xc,c I ._ �- i -.. - - q_g I I -(a�Z.lO DatV - L•coHc,.•. .. .. ... 1 i 0 A C 1 it G I 71-LI G-Io yl-fO1 e1-61 zi—I A4 - • „I-ol G_q.l 71_81 141-01 ILI-oi A^I-41 I71_OI �-LI � I I I 41. __ •9SI_gl 141 I I I . I G I I � 11II -7 m " t..�w.-ram) I ceor�ecxirl BL I I >� J -� roc N �' � � M9TIe. BEORGYj1•�1 ..L -O�. _ 41_tl 61-11 I I 1 2I-9 I O - I I I I 1 ISI- 1 -4 O-4 eJ ok uPPG1�MnLL P Hp�biA f- � LI-ol p Y°•4� � �HDu4 O pa?N LYlIA cC-T�L=G _� - - - . W'L 121-01 V �•IQ�— bl-10 I- of-z�� I ' c I I I I r -cur-rrEir - - ----------- / I I - � � l i O �I' I I� 91_0l wyl it I 6_L I 51_ZI LI 101-41 D 121-01 fol-ol i I SECOND FLOOR PLAN 1/4" I ------------------- ---__ — EEO ISM ? n. LLJITTI ,= - -- - -° M1FEEFMI EIN�� -- _ - _ - 71 _ - ------------`t ------- FRONT ELEVATION 1/4" = 1'-0" a 'I 11—E..ems. 0� L 1x4 GeslNv -- 1- Z-- 11 -i?L ..GUTr.P -- ' - 'GOIJN6POLIT - -lxS�tx(o"GOFNF#6RC. � _I Z-J.G.SHIH<vL..E's . I i i j j j I _ � I I I ------ --=1 rL--------------------� ------- ------� ------ 4-------�, RIGHT SIDE ELEVATION IIN' V 9, F FFH LEEI - --� REAR ELEVATION 1/4"= 1'-0" 199> — '<N<3 s .10 W t — U O N ® — - Z V Z _ W > _ 3 Q _ - — w 3 J oe ; .m z O °U C4 L W a w S job no:: 9v 17 date --'-- ------- — ----- " --- --'--- --i--'-'r--'-- --- ---- —' scale 't, — I I ---- --� rev. - I I I I I I I I i I LEFT SIDE ELEVATION -----_— •� ___ __---- A-4 1/4"=F-Oy - L�Iz iwe ' .. zftz zlcve . II oN Wsu..bc:ow j -ASPFV+LT SHIrIiLE .1x�srls.Prmu I -Ti 1z Iclaxc I ry. P�CGWFD I .v m -s�rLI�NT - 2 .�K'7 o.c.W .. ra O Z 'solo 6LGbKPILa I -rz�ix91'L i...iL r.l I - ' -be.sp B1sp. _iX TKAPPIIJC � .i I I .Svl ecn.rto, i , I r 3k'P13 INSUL. _ _ IF HTE `=1 Ir I I Ur�OIN9�� I 'blucO�G� 9Yz'LAu-Y cOL. - ' �I+pX�xt2 7-i �- Ej ` T�/� PGCJrT✓W KeY I i � I SECTION .� 2n12 r�lovs ' AS PNALT 5F11w:(�LBS - '-'ASPHALT SHiN!LES I �� 2 dse t[o"Q�p _Z/105xCP' I oroc `� 12 -'gabs N1UM'eee. �4 z Z� 6IHILs•.Ie _TJ 12 FIIX-TE �`\ n • _-Irb sTRAPPIN!> 4 GL X 8 COA Rp.------------------\ S KYL.ICcf+T )I � m 1 _:!2)1:Arx9k.L L t-IOR. :_W1t TTyy4 rUrP COp ✓ V '- �i, ---p.4 ='�OLIp pLL�GKINC - U. _qxe FIl�eUM� N 2+4s Ctv l�o.c. .'.. I. - -.. ate 1 Pa INsuL. 1 rba �LYt-mop �.-� 1 z.t�c'i�f�l c ✓�Lr I� (,.�'I II ' tz Gen Pwl.,+oo0 55 { -2rtakew aG.w _ Q - _ avLZLe ONI/onlOcoNG. t • GP,�.FGYYI-I�:G � - r' PcrJTRi W K-eY r - . ' .. 41 Go1�IG.SLAB - 9 CONG.9L.A6 SECTION Z^ SECTION 1' O 3 ` 1 1/4 - -0 Znio eelmE if �`\ I'' I ASPHAL-T SNmIC LES \ ' I i GxBIs0lm�o.G. I I �. I o 1z ) I I 0-w zl - 11 11 H nm G F 1x3�rw�.Prt�e.- _ JT� W14-3I s L.eM.W _ -� 4 �_ .-•4e Yi-w orLGF-Ic.Rvr s �. � 1 I A SECTION 4 SECTION s • - �.�LT rrl-+irIGL�S_ � 1z �:� cox PLYucvD i `— Zxl�K�DC+E —1—zxa�elv''o� ZniZ"ALLEY � i �1 Zx105��UII O.C. >s,cox PLYhIc�D .II i I I Gv B�eP IU^O.G. i I- � 9rRG N9LIL �_ i•D � 1 � I Y4 Td4 PLYI-1GL'p - -H/4 9tr PLYIJOOo - s 9 1010 1U I -I121_pl i oo SOLID- .vLV i 1..S STfu•PPINca � '. - NpIPG.Ga�/v.Oo.�.leC LJilo:E1 STL.grt.L.y •. i i �_ _^•- ,._ i. � i _ -2KU NNLBK B>LTCp �p - _ - ..lD TOP rLJ�NC-6 u4 I i � jf =4n U FOEf�p6YOND� •. ly �I�� _=.�14 �rs ri_YL+c17G . 'Lxio'e lal qG.W I 1 1 SOu pLcraclN4 91 GONG.SL a SLOPED I I i !ol F WGIJL. 41 Y/-TO O.H . —ZI-OI.CoI-L.-F—C4 l i 17 SILL IV '"'Usl Pill-lace TS 'Pm'-o1 czc. —ppcONc.r"I�IYL+LL � - oNiv*1q RiWiINGY W KG^( AJ IUn10 GONG. m ' FOGTN4 W KEY 1 ' SECTION s 1 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. CONC 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. 1 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 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION x 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 � « k UTILITY: NSTAR Electric (Commonwealth Electric) • ' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0261554 0o PREMISE OWNER: DESCRIPTION: DESIGN: F24 CONTAINED SHALL NOT BE USED FOR THE WEBB, DAVID WEBB RESIDENCE Christopher HouckBEN ;SolarCity.NOREFIT OF SHALL IT BEE"E EXCEPT DISCLOSED N WHRCITY OLE ORCIN MOUNTING SYSTEM: 55 NARROWS WAY 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type CORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02635 TMK OWNER:THE SALE AND USE OF THE RESPECTIVE 17 Hanwha Q—Cells Q.PRO G4 SC 260 M * St. Martin Drive,Building 2, Unit 11 SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN ( ) # / QrVQ PACE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER' SOU42U4364 PV 7 27 2015 T: (650)638-1028 F:j650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 COVER SHEET / / (888)-SOL-CITY(765-2489 www.sdorcity.com PITCH: 22 ARRAY PITCH:22 MP1 AZIMUTH:298 ARRAY AZIMUTH:298 MATERIAL: Comp Shingle STORY: 2 Stories T 3 (E)DRIVEWAY LO Ln ' z snz A � D K. STRUCTURE— _ o ocTu LEGEND CHANGE n .51933 B s 6s' Q (E) UTILITY METER & WARNING LABEL INVERTER. W/ INTEGRATED DC DISCO 3 STAMPED & SIGNED ins & WARNING LABELS W FOR STRUCTURAL ONLY FRI " © DC DISCONNECT & WARNING LABELS S RUCTU - - - - Front Of House TANGF Ac AC DISCONNECT & WARNING LABELS C Digitally signed by C Humphrey Kariuki 0 DC JUNCTION/COMBINER BOX & LABELS Date:2015.07.28 04:55:08 04'00` Q DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS ,Inv,' /-\ „ AC Op DEDICATED PV SYSTEM METER i 0 Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED L ;j INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' • 01, 10, 21' s CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \� 1 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE B—O 2 6 14 O O �`� ■ WEBB, DAVID WEBB RESIDENCE Christopher Houck „SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: as NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 55 NARROWS WAY 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE BARNSTABLE MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells # Q.PRO G4/SC 260 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCnY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: E (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOo0SNR2 5084284364 SITE PLAN PV 2 7/27/2015 (888)-SOL-CITY(765-2489) www.solarcity.com F � S1 O o S 1 E 2x12 u,. (E) 2x4. t N0 519 rJ ST 33 �FGISTE�O STAMPED &"SIGNED . 13'-401. FOR STRUCTURAL ONLY (E) LBW 7 (E) LBW (E) LBW SIDE VIEW' OF MP1A NTS Digitally signed byHumphrey SIDE VIEW OF MP16 NTs A Kariuki - B MP 1A X-SPACING X-CANTILEVER Y.-SPACING'l'_CANTILEVER NOTES Date:2015:07:28 04:54:57-04'OO' MP1B X-SPACING. X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64„ 24„ STAGGERED. ,� LANDSCAPE 64 24 STAGGERED PORTRAIT 48" 1911 48" 19" „ ROOF AZI 298 PITCH 22. . PORTRAIT' RAFTER 2X10 @ 16 OC ARRAY AZI 298' PITCH.22 STORIES:..2, RAFTER 2X10- 16"-.00.; ROOF AZI 298 PITCH 22 -STORIES:,2 C.J. 2X10 @16" OC Corn Shingle .' @ 8 PITCH 22 P 9 C.], 2x10 @16" OC 29 Comp Shingle' ARRAY AZI. PV MODULE 16" BO S1 k mm 5/ LT.WITH .LOCK INSTALLATION ORDER &.FENDER WASHERS TER, MARK HOLE' t LOCATION, AND DRILL PILOT ZEP LEVELING ;FOOT .. LOCAT . . ZEP ARRAY SKIRT (6) HOLE. C MOUNT w. ZEP COMP M0 C. SEAL PILOT HOLE WI POLYURETHANE .SEALANT. ZEP. FLASHING'C (3) ; (3) 'm ` . INSERT FLASHING: _ 13—4 - - (E� _LBW (4) PLACE MOUNT. (E) COMP: SHINGLE. SIDENIEW OF MPIC 'NTs (E) ROOF DECKING a . .C ` 5/16" DIA STAINLESS (5)' SEAL G'WASHER. . .. _ STEEL LAG.BOLT ;LOWEST MODULE SUBSEQUENT MODULES : WITH SEALING WASHER MP1C X-SPACING- X=CANTILEVER' Y-SPACING Y-CANTILEVER NOTES STABOLT &LWASHERS. �" :'. LANDSCAPE 64" - 24" STAGGERED - BE,D, MIN) (2. 1/2 EM PORTRAIT 48" _. 19 (E) RAFTER ,� ROOF AZI 298 PITCH 22 RAFTER 2X10 @ 16 OC STORIES: 2 51 * STANDOFF - ARRAY AZI 298 : PITCH 22 .: Scale: 1.1/2 - 1. C.J. 2x10 @16"OC - Comp.Shiligle � CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: — PREMISE OWNER: DESCRIPTION: DESIGN:. JB 026.1554 00 WEBB, .DAVID WEBB RESIDENCE Christopher Houck �� , CONTAINED SHALL NOT BE USED FOR THE �."fs ,Lo" 81 BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: �;�d S0.1NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount.T e C 55 NARROWS WAY 4,42 KW PV: ARRAY, lk `"yqPl T ART TO OTHERS OUTSIDE THE RE EN S P a r ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02635 THE SALE AND USE OF THE RESPECTIVE (17)'HonWho Q—CeIIs # Q.PRO G4/SC 260 Martin Drive, MABuil 01752 llnit.11 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME: 2 St atl 2 • � Eµ ATE. 4 Marlborough,MA 0175 PERMISSION OF SOLARCITY INC. IN�FR7ER T:,(650)638-1028 F: (650)638-1029 SHEET R D SOLAREDGE SE5000A-US000SNR2 . 5084284364 STRUCTURAL VIEWS. . . PV 3 . 7/27/2015 (eB8)-SQL-an(765-2489) ..SelercltYcon, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number.CH42B200K Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE #�SSE5000A—USOOOSNR LABEL: A —(17)Hanwha Q—Cells # Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43939970 Inverter; 5000W, 24OV, 97.5%a w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.7W PTC, 40mm, Blk Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30,46 ! INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 2 SOLAREDGE SE5000A—USOOOSNR2 (E) LOADS41— � zaov L1 . . - ,.. L2 N 1 30A/2P _-_- GND EGC/ DC- Dc.c- M JA --————————-—————————————————————————— — GEC ---� DC- Dc MP 1: 1x17 I GND EGC-—-—-------- ---------- EGC-----=-------------♦J 0 N I _ c EGC/GEC _ GEC _T_ TO 120/240V SINGLE PHASE i I. UTILITY SERVICE _. PHOTOSYSTEM EQUIPPED WITH ID w VOLTAIC RAP SHUTDOWN _ Voc* = MAX VOC AT MIN TEMP OTT (1)CUTLER—HAMMER9CH230 PVBACKFEEDBREAKER e (I)CUTLER—HAMMER DG221URB \, (17)SOLAREDGE 300-2NA4AZS 1 Breaker, 30A 2P, 2 Spaces, Tan Handle ^ Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R AC Y PowerBox Optimizer, 30OW, H4,DC to DC, ZEP DC —(2)Ground Rod; 5/8' x 8', Copper. —(1)CUTLER-�IAMMER A DG030N8 Ground/Neutral Kit 30A, General Duty(DG) rid (1)AWG�6, Solid Bare Copper —(1)Ground Rod; 5/8'x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0: 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1)AWG#10, THWN-2, Black.. (2)AWG#10, PV Wire, 60OV, Black Voc* =500, VDC .Isc =15 ADC _ = O I41—(1)AWG#10, THWN-2, Red: ORE (1)AWG#6, Solid.Bare Copper EGO. Vmp 350 VDC Imp 12 46 ADC. L LL(1)AWG#10,THWN-2. White NEUTRAL Vmp =240 VAC ImP=21 AAC . . . . . . .. (I Conduit Kit;,3/4':PVC, Sch. 8.0. . . ... . . ... . . . . . . . . . . . . .. . . . . . .. .-(1)AWG g8,.TI•iWN-2,.Green . . EGC/GEC-(1)conduit.Kit;.3/4'.PVC..Sch: 80. . . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—0 2 615 5 4 00 ��,, ■ CONTAINED SHALL NOT BE USED FOR THE WEBB DAVID WEBB RESIDENCE Christopher Houck � ,,SO�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTPIG SYSTEM: ' �..8 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 55 NARROWS WAY 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaouLES $ARNSTABLE MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells # Q.PRO G4/SC 260 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVERTER: L (650)638-1028 F. (650)638-1029 PERMISSION of soLARarr INC. SOLAREDGE SE5000A-US0o0SNR2 5084284364 THREE LINE DIAGRAM PV 4 7/27/2015 (888)-SOL-CITY(765-2489) www.sdarcityr WARNING:PHOTOVOLTAIC POWER SOURCE --- --_— _— -- WARNING WARNING • ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD ' DO NOT TOUCH TERMINALS ' THE DC CONDUCTORS OF THIS ' ..- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC DISCONNECT IN THE OPEN POSITION MAY BE ENERGIZED • "' •_ PHOTOVOLTAIC POINT OF • MAXIMUMPOWER- INTERCONNECTION _ POINT CURRENT(Imp) A WARNING: ELECTRIC SHOCK W •' ••- HAZARD. DO NOT TOUCH ' � • � MAXIMUM POWER- ®V •.� TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM_V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE A SHORT-CIRCUIT_ DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC •- • • OPERATING VOLTAGE_ V WARNING ' ELECTRIC SHOCK HAZARD IF AGROUND FAULT IS INDICATED ' NORMALLY GROUNDED .•- • s CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCE - ••- SECOND SOURCE IS •. •, , PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD _ DO NOT TOUCH TERMINALS •' CAUTION ' •- •• . • TERMINALS ON BOTH LINE AND •• LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••, IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING INVERTER.OUTPUT ''- • • CONNECTION '• ' PHOTOVOLTAIC AC DO NOT RELOCATE • DISCONNECT •'" THIS ODEVICERRENT • MAXINIUM AC A ' • OPERATING CURRENT ••_ •.. MAXIMUM AC OPERATING VOLTAGE ® V 1 1 1' 1 1• 1 1 1 1• i San Mateo,CA 94402 1 1 1 1' l 1 • 1 1 1• 1 1 7' 1 1 1' rLabel 1 1 : 1638-1029 I • « 1 1 7 / 7 \.1 1 1 •• ® Next-Level PV Mounting Technology r SoiarCit Z Solar Next-Level PV Mounting Technology SolarCity I ZepSolar 9 9Y y � p Zep System Components for composition shingle roofs p-goof iro cumpat®ac nv U*&A, n UPG _ ;t:awb ,r Description - •�O•W PV mounting solution for composition.shingle roofs cdntPak`0 Works with all Zep Compatible Modules • =Zep System UL 1703 Class A Fire Rating for Type.1 and Type 2 modules x Auto bonding UL-listed hardware creates structual and electrical bond Interlock Leveling Foot - € V € _ Comp Mount LISTE L D O P 7 art No.850-139 .. Part No 850-1345 Part No.850-1388 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications -Mounting Block to UL 2703 ' 0 c' Designed for pitched roofs Installs in portrait and landscape orientations •. Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 — • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 ' Zep System bondingproducts 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. zepsolar.com zepsolaccom 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 Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the vei@�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. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 - - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 _ . } solar=@@ solar ' • • SolarEdge Power Optimizer Module Add-On for North America P30 0/ P350 / P.400 SolarEdge Power Optimizer • � ' "- P300 �>P350 � P400 -•� Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV • modules) modules) modules) j - • )INPUT. + P300 / P350 / P400 - - - Rated Input DC Power!`L......,... - 3DD - 350 .400...... - .Absolute Maxmum Input Voltage(Voc at lowest temperature) 48 60 80 .........P eratin Ran. g....ga 848 ........................................ ... ....................... MPPTO ..... ................ ...................... - - .'..,....... ,; ,;,....•.............8 60 8-80 " .......................... ........................ v • .. Maximum Short Grcuit Current(Isc)..... ......... 10 _ .,........ Adc Maximum DC Input Current 12.5 Adc - ,,,o.. Max mum Efficiency.. .. .... 99 9 % «ro y - .,,n,,,x .., ,. Weighted.'Effiaency t. 988- ..�D..... _ • ............. . ...................... ...... .... ... .... .... ... .. ... ..... ..... , .. Overvoltage Category {OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)-. •: - - Maximum Output Curren[ - ........... .. 15 .. ....................................... .... ......: ... ...... - Maximum Output Voltage 60 _ Vdc • - - 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ` - Safety Output Voltage per Power Optimizer 1 Vdc 1 STANDARD COMPLIANCE - fN"'- ' A .. EMC - ................ .... .. .. ..FCC Pa.rt15 Class B,IEC6 1000 6 2 IE C6..1000 6.3 ...... IE.. 09 (claesII safe.t'y)'jUL.17.4. .. Safety • .... - RoHS - Yes INSTALLATION SPECIFICATIONS - .. _ ,y Maximum Allowed System Voltage - -1000 DimensionsIWxLz HI .. 143x212x40.5/5.55x834x159 - 11 mm/in - ). .Weight(including cables) .... - - 950/2:1 - - gr/lb - I - .Input Connector ... ... ....... ....MC4/Amphenol/Tyco................ .. .. . .. : _.. . ..,.............. .....: . "- - - - Output Wire Type/Connector - - Double Insulated;Amphenol - .. Output Wire Length 0.95/3'o ...I... 1.2/3.9.................... ... .%.k..., _. ........ ........ .......................... ......... .. .. ... " .Operating Temperature Range r 40 +85/40 185 ......... C/ ..... r _ .. .................................... ........ ............. . ................... .. Protectwn Rating •...................IP65/NEMA4 .. ....... ........................ ........ ................. ........... ' - Relative Humidity - 0-100. % ......... .. ...................................... .. .. ..................................... ... ..... �n area src w•••e•oeme moa�a.moamemeow sx oo.enaeaKe enowea _ _ - - PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE ] . . . . II INVERTER x.,... . . . ._ -208V 480V 111 PV power optimization at the module-level .. ...... ...... , -Minimum String length(Power Optimizers) 8 SO 18 .: - Maximum String Length(Power Optimizers) 25 25'..., ,-... ...so - .. -. Up to 25%more energy '. - - ......... ............... .... .... . - - Maximum Power per String 5250 6000 12750 W .-.Superior efficiency(99.5%) .. ....... ... ... ............. ... - - `Parallel Strings ofDifferent Lengths...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 - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA ISRAEL - AUSTRALIA www.solaredge.u5 4 I Single Phase Inverters for North America s o I a r • • ' SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ solar - • ■ SE7600A-USfSE10000A-US/SE11400A-US ' _ - SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE30000A-US SE11400A,U5 - - ._. - - .OUTPUT" x• .z - - Nommal AC Power Output - 3000 3800 y 5000 6000 7600 9980 @ 208V _ 11400 VA - -SolarEdge Single Phase Inverters ....... . ...... .... .iODDD@24DV .... ....... ....... For.North America Max.AC Power Output 3300 4150 - 6000 8350 - -12000 VA- - . . ........ . ....... ...... ... ....... ...... .......... .. .......... ..... .... 5400 @ 208V' 10800 @ 208V - 5450 @240V � - 30950 @240V - .- . .. ... AC Output Voltage Min.Nom.-Max.*. SE3000A-US/SE380OA-US/SE5000A-U.S/SE6000A-US/ ACOutpu Voltage _ AC Output Voltage Min:Nom:Max.* SE7600A-US/SE1000OA-US/SE1140OA-US . 23i-24o 26ava..... .1.-240. AC Frequency Mm Nom Max.* 59 3 60 60 5(with HI country setting57 60 60.5).. .... Hz @ 20 8 @ 208V ., Max Continuous Output Current - .12 5 116. •� 24 8V 25 32 4 47.5 - A ........ ....................... . . .. ... 21 @ 240V 42 @ 240V Utility Monitoring,IslandIng...... ........................................ ........ ...... ....... ... - `' Yes _ -:. •: *. ,, «,M:.«:,y:. -..' :,,� � Protection,Country or C try Configurable � Thresholds 6 .- •. :''`. - ' i ..P ":' ! .fE3 '� •ts:;T.' .. .' � .:$•, ;f,,. #`wl(,:z"r... rz,.,.�?- ,•,r,. .,. � a�: feats I Recommended Max. Power* 3750 � 4750 6250 7500 9500 12400 14250 w. , Recomme d d M DC ....... .. .... .. ... ... .... ._ ... _ ...... t;.: ...... :. . Transformer less,Ungrounded s- Yes - z �afien° ... ',',.-: ., � '• .' -. ..... _ Max.Input Voltage , .. 500- Vdc - 325 @ 208V/350 @ 240V ............_... Vdc + •', ., - .z",.'- , c ..x.._.- ..... •*•' 16.5@208V� 33@208V... Max.Input Current 9 5 13 18 23 34 5. Adc . .............::.......,..................... .....I:: ..I.15.5 -I 3 V I . ,,..3..._�.'�,,.a:�+_-_•�. .,+:.Fr,..,.... @ 240V - . 5 @ 240 Input Short Circuit Current .30 45 �° Adc• _ w ............. . ................. .. .. .. _ -• +,':- - Reverse-Polarity Protection .. Yes .... �' .................. .....-.. ...:... .. - .: _ i""" •• *' a Ground Fault Isolation Detection 600koSensltiwty. e� . �s Maximum Inverter Efficency .. 97 7 98.2•.. 98.3 98 3 _. 98... 98 98 %•... . . : .s.,. ,.-.. :>.•., ,'. ...... .. .... 97.5@208V - 97@208V � CEC Weighted Efficiency 97.5 98 98 @.240V SITS 97 5 97.5 @ 240V. ._. 97 5 % - " , - NlghttimePower Consumption - <25 <4 W :ARDITIONALFEATURESC�.; s , TM Supported Communication Interfaces. - R5485;RS232,Ethernet.ZigBee.(op...... " ... .. .. ... .... ... ......... ... .... ...... Revenue Grade Data AN51 C12.1 Optional - - ., F M •4:eee., : r;,i. ""'e+1 1 ph '» ESTANDARD COMPLIANCE; n,..s t , ., „P_ .«,. ^YJ T.:= I ,,.,., J.. y l x,. z..^:& -: - ,• T' - Sa - UL1741 ULi6996UL1998,CSA 22.2 •. •• .... Grid Connection Standards IEEE1547' �. part15 class.. - . Emissions ' FCC - v VINSTALLATIONSPECIFICATIONS.91'V. -,• -. - AC output conduit size/AWG range 3/4 minimum./2..6 AWG - 3/4 minimum/.8 3 G ..... .. . ..... .. .DC input conduit size If of strings/. - 5 - ' .AWG range : 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1 2 tangs/14 6 AWG „. -r..:.. _ •f, .,,,w. '.. ,..,.,,, .fy..�. r'•,»,€ - ?DimensionswithAC/DC Safety 30.5x12.5x7/ _ :30:5x125x7.5/ iri/ li ra i,m ..t a%.` , _ k a„ 305x125x105/775x.315x260 •.,_ �.: ,.,» '•_ .,,at,�_,.w. x, ..Switch.(WxWxD�...... ..: ..,:.. .775 x 315 x 172..: .:....775 x 315 x 191 ....... .. . .......... min nw3� , ,«,.,.... >WeightwithAC/DC SafetySwi[ch ` ' S1.2/23.2 - 54.7/24.7 884/401�' - Ib/kg. - - r y: o-- _a. .. ..... ...... ..... .. ...... ......... .. . .. ...... h ,. ... Cooling. .. ,.N..,r I convection.;.. ...Fans user.. lace...... ,.. •« ,.- E. ,•,.. w...r. ..Noise <25. ..<50. .d.. bled s stems,: - The;best choice for Solarfd a ens -2.... ,. ,. *. g y _ " ., .: ' . . .: i:: - � Min.-Max.Operating Temperature ._+ 'GlNversion'**•'-40to+60... r� '.'F tC. ..'. - -. � .. . .,=...n ,..t.„•,"". '. a. .. ,. .. �-13 to+140/-25 to 60( ) / .. .w „. « _ Ran e e .. .. .... ..... % ,,Inte rated arc fault rotection T e.L for NEC' 2011 690.11 compliance. ..........................:.... .. ...::.............. ..... .......................................... g *,. protection(.yP,,• ,I - aw: .. NEMA3R - - s.. . .. .... " Superioreffictenc /98/0 A ea:ecdnta�twlartdesu pt. .y - - ) r ••c .a« r :.;�" .- .r' ,3: r•Foroted regional125%or locations P g. PP »� - - - - =w ,: ,,..- ,`, "• tin Limited to 125%for ld<aeons where the yearlyavers a high temperature is above 77'F/25'C and to 135%for locations where it rs below 77'F/25'C. - - A . Small-li htwei ht and eas .to install on provided bracket: g r g Y p = a For aeeaiiea,ntarmanon,refer to nno"/i •— ola a ei loaf:r�*n r a a rl:m id.odf � � a'.A "-- �. �-��. �. 3�"� - � •••Ahigher current source may be used;the inverter will limit rtstnpu[current to the values stated. Built-in module-level monitoring ', ,•. T �-- - ,.. ' - : � i3 "•CAN P/Ns am eligible for the Ontario FIT andmicroFlT(microFlT en.SE11400A-US-CAN). , Internet connectionthrou h.Ethernet.orWireless g.. Outdoor and indoor installationwin ' ,` .. r . I :� .. . - Fixed voltage inverter,DC/AC conversion-only r r. Pre*assembled AC DC SafetySwitch forfaster installations, " Optional=revenue grade"data,ANSI C12.1 R oHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.US t ro� MECHANICAL SPECIFICATION -• - in x 3.57 in(including frame) "- Format j 1 65.7in x 39.4 IF (1670 min x 1000 _ _ - r _...g __min x 40 min) 1 •. - - ., .' ,, 1 Weigbl 44.091b(20.0 kg) __ _ - - - Froal Cover 0 13 in(3.2 mm)thermally pre-stressed glass-� with_antl-reflection technology - - Back Cover- Composite film Black anodized ZEP compatible frame-+� - ,•e-`'� ,S-'.« x (line solar cells Frame Cell 6 1 ell .-- '11uWi°o boi Protection class IP67,with bypass diodes - - +•-,,,,,r-'"'"• '' Cable 4 mina Solar cable;(+)z47 2A in�(1200 min),(-)z47 2A in(1200 min). ,��ar o .. I _ •- - Connector Amphenol,Helios H4(IP68) " it �' • ELECTRICAL CHARACTERISTICS a PERFORMANCE AT STANDARD TEST CONDITIONS(STC.1000 W/mr,25-C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-O W) IW] 255 260 265 - - - Nominal Power, -.w....,,..:....�..... . _._..Pit re .[W] 255 - 260 Short Circuit Current is [].- 9.07 t^ .r ....M,._.-9.15 9?23 Open Circuit Voltage V0C [V] 37.54 - 37.77 38.01 _ . _ Current at P_ I n [A] _8.45 8.53 8.62 Voltage at P v-•-_ - V_ s[VI .....�..._. _,.. 30.18 .�� - 30.46 30.75. 1 The new Q.PRO-G4/SC is the reliable evergreen for all applications,with --- - Efficiency(Nominal Power) IT" 1%] z15.3 2-156 a15:9 a black Zep Compatible frame design for improved aesthetics, opti- _ *3'C.AMI.5GSPECTRUMY UI - m n ra- POWER CLASS(+5 W/0w)OPERATING CELL TEMPERATURE(NO CT:800 W/m'as 255' ' � 260 ' . 265 _ mlzed materla[usage and increased safety.The 4 solar module gee _ _ _ w T _. � . ._ . .- ..-�_ -_ __• .tion from Q CELLS has been optimised across the board: im roved out ut Nominal Power P n [wr` 18B.3 19z o 195.7 field, higher operating reliability and durability, quicker installation and. snen clrend Current I c [Al 7.31 7.38 7.44. y g P gOpen Circuit Voltage V. - M - 34.95 - -- 35.16 35.38 more intelligent design. cnrre�atPo, " _. .�INM ":(Al �"`�.z 6.6r 6.65-" -�._.. _` 6.75. - tloRage at P1Pe_ ' -: V.,, M -. -- 28.48 -28.75 29.01 'Measurement tolerances STC:x3/(P-„);x10%(lu,V,�,I - ------->-- - - -_ ,V-Po) 'Measurement tolerances NOCT:.t 5%(P p);t 10%0I,V-,Imo.V_,) .. INNOVATIVE ALL-WEATHER TECHNOLOGY .. PROFIT-INCREASING GLASS TECHNOLOGY. Eu PERFORMANCE ':' '• t eFORMANCE AT LOW IRRADIANCE � ._�... ■Maximum yields with excellent low-light. •Reduction of.light reflection by 50%,; At least 97%'of nominal powerdoring and temperature behaviour. plus long-term corrosion resistance due W first year.Thereafter max.0.6%dega- . . . _:_____� elation per year. - W Certified fully-resistant to level 5 salt fog to high-quality �a At least 92%of nominal power after •Sol-Gel roller coating processing._ ., - 10 years. At least 83%'of nominal power after ENDURING HIGH PERFORMANCE 25years. - ■Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. . _ Full warranties in accordance with the r r- 1 • varran terms of the Q CELLS sales 'IRRADIANCE IWAn'l PID Technology,,Hot-Spot Protect, Investment security due to 1'2-year '. y` ty _ .:.. - .. organisation your p [ country. 0 'm Sao a ,sun sw . or an' of ou res'ec five co ntry. and Traceable Quality Tra.QTM. product Warranty and 25-year linear - - -- - t „ s z b The typical change in module efficiency at an irradiance of•200 W/mr in relation z _to 1000 w/m'(both a[25"C and AM 1.5G spectrum)is-2%(relative). _ - •'Long-term stability due to VDE Quality performance warranty. °" Tested-the strictest test program: y- _ ___- - - TEMPERATURE COEFFICIENTS(AT 1000w/M2,25°C,AM 1.5G SPECTRUM) • - - - .,. Q CELL$ : Temperature Coefficient of I„ a [%/Kl - +0.04 Temperature Contrmie°t of Y,r. . �..,[�/K] -0.30, - - �. :.. .. .. .. a ...._-_ TOP-BRAND"W .��r - - Temfceratnre Coefficient of Pn, .. `�`V [%/Kl - -0.41 NOCT~•� --T ['F1 ��-T`�"•113 t 5.4(45.t 3°C) SAFE ELECTRONICS. +Protection against short circuits and ' L t i. .. .' +` thermallyInduced'power losses due to. 2075 sa: II r ,._ t maximum System Voltage V,R M 1000'(IEC)/1000(UL) ,. breathable junction box'and welded n a mum series Fuse hating [A ocl 4 zo Fire Rating c/TYPE,1 Cables. - - : - Mas Lead(ULY �• `� [Ihs/tt'] 50(2400 Pa) Permitted module tempevahue -40"F up to+185°F - 0o wuOnoaus dory (-40°C up to+85°C) Phntnn Rating(UU' [Ibs/N'] _ 50(2400 Pal 2 see installation manual • .e" Quality Teatea v v, in CELLS - QUALIFICATIONS AND CERTIFICATES INFORMATION ■ _ elar 13 UL 1703:'VDE Quality Tested;CE-compliant; - Number of Modules per Pallet 26 . . v Baela P I,.l.20 na... m °'°"°'-"`m"`° �' t• 730(Ed.l)application class. ... - IEC 61215(Ed.2):IEC 61 O THE IDEAL SOLUTION FOR_ ID.4GG32587 - 9 Number of Pallets per 40 per 57 Container, 2z_ r Rooftop arrays onP®. .. - Container' _,•._..��z. 6 s - - ®residential buildings �QGOMPA TZe Ei C E c�us j m Pagel Dimensions[L z W z H) 68.7 in x 45.0 m x 46.0 m _ - -, !F �O• _ (1745x1145x1170mm)- PatlelWengtd - 1254 lb(569 kg); o FOv - NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of ' APT test cofiditions:Cells at-1000V against grounded,,with conductive metal foil covered module surface, - COMPP'�� this product.Warranty void if non-ZEPcertified hardware is attached to groove in module frame. g �. . - 25°C,168h - , .. a See data sheet on rear for further information: - Hanwha OCELLS USA Corp. - - - 390 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL.+1 949 748.59 961 EMAIL gcells-usa®q-cells.com 1 WEB www.gcells.us O CELLS Engineered in Germany. O CIELLS - - Engineered in Germany - BENCH 8 YOND BENCH � � r � ..., AZEK RISERS NEW SQUARE PVC W N LATTICE 00 W o► -) AR ELEVATION SIDE E L EVATI C IU 4'.0" 8'-0" 4'-U' 4'-0" 8'-0" 4'-0 4a4 A SEE DETAIL FOR 12"DIA. CONCRETE Al BENCH CONSTRUCTION t SONOTUBES TO 4'0" je ) BELOW GRADE, PROCELL 1"x 5.5"SLATE GREY Al SIIMPSON AB 44 USE U CRUSHED STONE DECKING, DIAGONAL INSTALLATION 2-P.T.2 x 12's POST BASE BENCH b b b b 81-� 8-O� 4 2-P.T.2x 12's w z Ld x o z z a - - - - - - m co co 0o EXIST. DECK TO I 1-0 P.T.2 x 10's @ 15'o.c. BE REMOVED I ? I N W!JOISTS HANGERS N �? 2-P.T.2x 12'szo U I I NEW DECK ► ' EXIST. FOUND. W WALLS rT �' I F� EXIST. EXIST. EXIST, .. , EXIST. t �! A EXIST. P.T.2 x 10 LEDGER"BOARD LAG BOLTED TO HOUSEBASEMENT p A A SOLID BLOCKING W/(2)LEDGERLOK BOLTS Al ENT Al 16"o.c.W/JOISTS HANGERS AT BOTH ENDS .. W FLO. OR PLAN— FOOTING PLANol P.T.2 x 10 LEDGER BOARD LAG BOLTED TO - 2.25" PROCELL BENCH TOP SOLID BLOCKING W/(1)LEDGERLOK BOLTS 5,5"PROCELL BENCH TOP m STAGGERED EVERY 15'o.c.W/JOIST HANGERS AT BOTH ENDS 1 1-q-1 2 x 4 BLOCKING PROCELL SLATE GREY 1"x 5.5"DECKING 6.5"PROCELL SIDE PIECES SEE DETAIL to �----1 -1 AZEK CASING OF VERTICAL SUPPORTS P.T.2 x 10's @ 16"O.c, P.T.2 x 10's Q 16"'o.c. AZEK RISERS 2-2 x 12 SUPPORTS BLACKED LAG BOLTED TO DECK FRAME SCALE : 7. 2-P.T.2x 12's I DECK FRAME / 1 -- �f �n 1'�Ou NOTES: c /� 1. CONTRACTOR T BENCH DETAIL DATE : ) O IS O VERIFY ALL EXISTING CONDITIONS THE DESIGNER SHALL BE NOTIFIED IF ANY 9/25/2007 & DIMENSIONS IN THE FIELD SCALE: 1/2" = T-0" ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF NEW 12"DIA.SONOTUBES 2•) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS CONSTRUCTION.THE BUILDING CONTRACTOR TO 4'0"BELOW GRADE STATE BUILDING CODE: SIXTH EDITION WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. : IN THESE DRAWINGS IF CONSTRUCTION 3.) USE PROCELL SLATE GREY MATERIAL V x 5.5" FOR DECKING & BENCHES COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. A B U I L E CTI O N , NEW DECK 4.). INSTALL BLOCKING FOR & LAG BOLT BENCH SUPPORTS AS REQUIRED THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF 5-)- SET DECK HEIGHT FOR THREE EQUAL RISERS FROM FLOOR TO GRADE THESE DRAWINGS REQUIRES THE WRITTEN USE AZEK 1 x 8 RISERS - CONSENT OF THE DESIGNER,THESE DRAWINGS ARE_PROTECTED UNDER THE ARCHITECTIIRAL --