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0040 BAYBERRY LANE
Z^ n 0 ' 4 :i �t I { j i A--J , � �w •'�. aa4 m » w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map \� Parcel ��a Application* Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee �%ZJ Date Definitive Plan Approved by Planning Board Historic - OKH t o _ Preservation/ Hyannis Project Street Address c ram. Village Owner - Lv�c�S { .J`c�c.� ec.rc��. Address Telephone 0b+L,+-, II\k A- o-R-6 3 S` Permit Request N \A SLA -r roof- 0,1P c 115 � �` Sz f,�,�'� a - t alc s Gc �n s i uv To b t c -flc ed vkne_�3 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed ^Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes 1-+No If yes, attach supporting documentation. Dwelling Type: Single Family ,C — Two Family 0 Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ,6No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new I Total Room Count (not including baths): existing new ^First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other A/A_ C Central Air: ❑Yes ❑ No Fireplaces: Existing A New Existing wood/coal stove: Owes 0,No o m Detached garage: ❑ existing ❑ new siz Pool: ❑ existing ❑ new sizeQ Barn: ❑ existing ❑ never size'& cc rJ Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new size AMO-ther: � N Q Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ D cr Commercial es ANo If yes, site plan review# W Current Use 5 tAe-A- c Proposed Use an APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name414 LOY-091i�dnlLfAISVn Telephone Number • b �(� 'S 3�� Address a2 a �e SKv License # C6 " 1 L)�?(n (S 15 Home Improvement Contractor# Email ,----] A76NJ N&XltG C Worker's Compensation # (Jco1OCYLJ1S ALL CON RUCTION DEBRIS RESULTING OM THIS PROJECT WI BE TAKEN TO Q G�v.►v�DS SIGNATURE DATES t vK I FOR OFFICIAL USE ONLY s APPLICATION # DATE ISSUED t MAP/ PARCEL NO. 4 . ADDRESS. VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r R. FRAME Y INSULATION FIREPLACE w. '3 ;ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH. FINAL f I 'GAS: ROUGH FINAL FINAL BUILDING O ,Sbohu DATE CLOSED OUT ASSOCIATION PLAN NO. moo;; olarCity. OWNER AUTHORIZATION Job#: 3�. Q0 Property Address: 4 y�cR ay sty, e,& as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. G z-Z�IS Signature of Owner: Date: I SOLARCITY.COM AZ fi5�213'TBit'�C�4�F,2LRCt��77G?3.;a1�t�C�yt..J,B�F:�Sa'.�T H;II OC.?4'77�E1J�Ct2a?ua,�•71 t�iGC��"4�`ra,H]�T"ad7:�NA H:C 1�34<)2bf.�A Ei-ttu`-.'�'f2.!'9 ti'!�i';1E�:�iII NJ MMi:II6t3YFDE�i1Fi3::3�'�iT.';�TIi C�.�A�®5:�.�2':�IF31l��.FAH:He A477��i.TX iEt.�^%��r,N:A`3HLAit�'�I!#�1'�_:IAAR^'SFi3?.O�IA£€S1.AfiC3gV�9H1'O:�dAi(4?J AFL RSF;tiYS fi�.ff'�Vt�.. r Snare of sumbnq Regisaboea.n0 siandanft to�Uo CS-108615 JASOX PATRV 82l SMWART DRIVE' Abin"MA 11Z35! >,.............., 02/o8/Z018 . ORioeotCo�saamAibirs&f2osicmBe@d�tlno HOME RAPROVENENTCONTRACTOR } Regbj&o on: 1ggb72 Typos Eepbatma: W=17 Suppf=m SOLAR CITY CORPORATION JASON PATRV 24 S��T�M�A�RTIN STREET OLD 2UN1 M ��►�-. ' UZOROUGH.MA 01752 UnAermrebry ! The Common wealth of Maswckumft Deparbnent of IndustrhiiAcchletds I Congrren Street;Suite 100 Boston,MA 02114--2017 www.mass.gov/din Workers'Compensation Insurance Afflda%*-Benders/ContmetordEledriclaas/I umbers. TO BE FILED WITH THE t'BRMOTING AUTHORITY. A,ppllcant Infor lion Please p-t'ipt Igaft Nam(Buslnc%/0rganimlion/I",iidu4: SVIEWCity Corporation Address: 3055 Cfearview Way City/Stale/Zip: San Mateo,CA 94402 Phone#: (8118)765-24$9 Are route employer?Check the appropriate box: Type of project(required): I.©I am aempta}a wft 15,000etnployces(foil mmyorpaxt.ti.).• .7. ❑New=tstruction 201 am a sole propitiator pednenhip and hero no aWloyax working for in ti. El Remodeling any Cewy,[No wades'comp,ittsutanca t*IMd.] 3.J1amahomeaw.doirgallwarkmyrrh.lNeworkeWcamp.insarmwere"h tt.Jr 1 QDemolition 4.a an l am a honzowm d will be ld tg cunhatdoa to coadad all w ev t>�• work on I will 0 Q Building addition aware that all effla a ms aid=have wurkw campawbon tnsunmee or are sole 11.0 EletVml malts or additions Pr0pidas Wbk no cvt*Y`= 12.E]Plumbing repairs or additions So I on a gerazW.emmactor and t tmvc hind ft soh-aairactom lided an the attached smelt. 13.❑Roof repairs Thm=b4=w=ozs have employees and have%mkas'cw*buunmee i b.Q We area awpora lon and its o ram have csercisa&Jr rigid of exenVim per MGI.c. 14.pOt}t�solar panels 15Z§t(41 mar we beve na employtes,[No workers'camp.lasts m=ngoircd.l *Any npgllm d dish chcob box A mast also MI oat the sedioa below showing Oeir wake&cart policy wm=tlon. t I lomt wmms An saluoii ibis affidavii bWk tting they y are dokg all work and then hue wtshk conuntan mist submit a nm awidavit bwkaft such fora that check ft box=31 attaclad on a&KtwW sheet showing the am of ft sub-oonttadors and gam whedw or that rime e"1108lave employea. If the V&C�fs have enp!ayces,they most provide thcir wdrkete comp.policy mmtber. I am as oq tsyer that is prt Witt workers'compeasotiom hm. ranee for my emRpfoytm S dofo is the paltry and jab site fnjor�ora+ Insurance Company Name:American Zurich Insurance Company Policy*or Self-tits.Licw#: WC0182DI5-00 Expiration Date: 911/2016 Job Site Add; 40 Bayberry Lane citylstowzip: Cotuit, MA 02635 Attach a copy of the workers'compewatice policy declaration page(showing the policy anmber and expiration date). Failure to secure coverage as required under MOL c, 152,WA is a criminal.violation phmishable by a fine up to S 1.500.00 and/or one-year impr anment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office otlnvestigations of the DIA ror insurance coverage vorifecation. 1 do hereby c the pains and penalties ttf perjury drat the Informadon provided above is flue and correct. (Jason Pa . December 22, 2015 Ehhone l7kba1 use only. Do not wife is this ova,robe conWided by city or lawn 6,07 A City or Town: PermiULiceese d Ia oing Apthosrity(ckvfc one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Meettrtcal inspector S.Plumbing Inspector 6.t)t[ner Contact Person: Pbone 9: A`CQRL7� LULTE(12rr�oIYYrYy CERTIFICATE OF LIABILITY INSURANCE �,„�15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the CeMfICa%holder Is an ADDITIONAL INSURED,the poNcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endorsement A statement on this certificate does not confer rights to the ceMficata holder In Hsu of such endorsement( . PROMXMR COWACY MARSIRISK&INSURANCE SERVICES —..._._—._._._.... ......... TTFF..qq_11cc..... . . ._..._. _....—..T-- 345 CALFORNIA STREET.SUITE 1300 PFtoRE 1i+!�_ CALIFORNIALMNSEN0.0437153 E4AAIL _.._.. . . ..._.............. .. .__...... . No. SAN FRANCISM CA 94104 --- Ath:Shwvw Scott4tr743-M34 998301-STND-GAWUE4546 INSURER A:ZWCh American U-rdnCe Ca P"17 116535 Sdwci Cmmrdtlun wsuRlae li:. A _ ._...._..... ..._.. .. .- - Nl - 3055 Clem*w way, INSURER C:NIA NIA San Msleo,CA 94402' -------------..-..__....... ..._.............. _ _..._.._.._. nR--SURER D:American bM&IlsWM CW4MrT 142 INSIIREt E MISURE R F COVERAGES CERTIFICATE NUMBER. SEA-MI383" REVISION NUMBER_4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ TYPE OFWSURANCE '-..._ _..._.rAB�L% .. ...............•.Nam... ...- -POIIGY�F POLICY P —.L ....._._.._ ....,,........ SM A X COMMERCIAL IAL.GENERAL LIABRJTY GLOM82016OD 09A1/2015 001=6 EACH OCCURRENCE $ 3.000,000 _.._.. . .... .0 ` T ED rCl/UMlSMADE F1 PREWPFEP�eRL !?r!s)... §._....._.—._ 3000,OD0 E X SIRi250,000 I MEDEXP are.... 5,000 _. ._ . .. ............ ..... .. _.._..._.IFFY_. .P�+)... 5.... PER&aNAL&ADV INURY_ 5 _ 3,000,E GEIfL AGGREGATE LHMT APPLIES PER: OENERALAGGREGATE S x POLICY I--]JEC7 Lac PRODUCTS;COMP/OPAGG 5-.- _--_--._ 6.000_000 OTHER. a A AuromomLELumirY BAP01BM7.00 ONUM5 6 COMBINED SING LOUR i 5.000000 X ANY AUTO I I 900LY W L RY(PM P...)ALL S X_. AUTOS OWNED HXX AUTOS I HOD&Y WJURY(Par awdent) S X NINNOAWEDHItREDAUTOS AUTOS COMPiCOI.L DED: 5 tfbfeR91A LIAB EACH OCCURRENCE CURRENCE S EXCESS LIAR CWAfS-AffADE I AGGREGATE ...__._.......- 5-------•.............. OED ON SS D WORKERS COMPENSATION jwC01820'14-00(A(M 091D1fwI5 1090D1R016 X R OTIb AND EMPLOYERS!LJA LTfY _. ATuTl; __.fiR A YIN '%W8201&W(MA) %01f1015 '0&'01f1016 EL EACH ACCIDENT s 1.000,fl00 AwvPROpRIETOR/PARttdEIRIEX£CUTIVE �H/AI '• r (REaMatory In NH) DEDUCTIBLE 5500 000 E L DISEASE-EA EMPLOVIE S• 1,�.� tLryyeess,,dasaS6aw:de. _. ._.. ._ ... . DESCRI w O TIONS ! E.L DISEASE-PRICY LIMIT $ �•� i 085CWPTRON DF OPERATIONS I LOCATIONS I VMCLES(WAM M.Ad1 HwW Remarks Schedule,may Im atracMd I moss spsee Is requkadl Evidenceoiinslsenta. CERTIFICATE HOLDER CANCELLATION I I SalmCityCorpruafion SHOULD ANY OF THE ABOVE DESCitiBED POI.IOItrS BE CANCELLED BEFORE 30MClewieaWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Meted.CA 99402 ACCORDANCE MOTH THE POLICY PROWSIONS. i AUTHORIZED REPRESENTATIVE of Marsh Risk&Irrsuranee Servkee I ChwlesMamrotejo 01080-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD t Version#53.6-TBD �oVSolarCit a y December 22,2015N OF RE: CERTIFICATION LETTER �� N G Project/Job#0262442 1 - a Project Address: Bearer Residence i L y 40 Bayberry Ln 1 Q _ Cotuit, MA 02635 AHJ Barnstable S NAL N SC Office Cape Cod 12/22/2015 Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category -Ground Snow Load = 30 psf -ALL MPs: Roof DL = 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 11.7 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 To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. i Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. 1 Digitally signedpby Nick Gordon Date:2015.12.22 10.04:14-08'00 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSLB 888104,CO EC 8041,CT HIC 0632778,OC HIC 71101486,DC Hr.71101488,HI CT-29770.MA HIC 168572,MD MHIC 128948,NJ 13VH06160600, OR CCB 180498;PA 077343,TX TDLR 27006,WA GCL:SOLARC•91007,0 2013 SolarCGty.All rights reso,06. \��?SolarCity. Version#53.6-TBD �: HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications . Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR ALL MPs 64" 24" 39 NA Staggered 69.0% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing. Y-Y Cantilever Configuration Uplift DCR ALL MPs 48" 19" 65" NA Staggered 86.1% Structure Mounting Plane framing Qualification Results' Type' Spacing Pitch Member Evaluation Results ALL MPs Finished Attic @ 16 in.O.C. 370 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. I 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSL8 888104,CO EC 8041,Cr HIC 0632778.DC HIC 71101486.DC HIS 71101488,HI CT-29770,MA HIC 168572.MD MHIC 128948,NJ 13VHO6160600. OR CC8 180408.PA 077343,TX TOLR 27006,V!A GCU SOLARC'91907.O 2013 8olatoty.All righte reserved. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - ALL MPS Member Properties Summary ALL MPS Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 14.71 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing. None Total Rake Span 19.45 ft TL Deflt Limit 120 Vaulted Ceiling Yes PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 17.50 ft Wood Grade #2 Rafter Sloe 370 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.25 16.9 psf 16.9 psf PV Dead Load PV-DL 3.0 psf x 1.25 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.39 21.0 psf 11.7 psf Total Load(Governing LC I TL 1 1 37.9 psf 1 32.4 e-f 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,Cr=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Shear Stress 39 psi 0.8 ft. 155 psi 0.25 D+S Bending + Stress 1054 psi 8.2 ft. 1389 psi 0.76 D+ S Bending - Stress -24 psi 0.8 ft. -1389 psi 0.02 D+S Total Load Deflection 1.05 in. 210 8.2 ft. 1.84 in. 120 0.57 D+S l CALCULATION OF DESIGN_WIND-LOADS_=ALL MPS - - - Mounting Plane Information Roofing Material Comp Roof _ PV System Type —_ SolarCity SleekMount•"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope _ 400 Rafter pacing 16"-O.C. - — Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System _Tile Roofs Only NA Standin Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design Method Partially/Fully_Enclosed Method _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category_ , —_ — C Section 6.5_._6.3 Roof Style Gable Roof Fig.6-11B%C//D-14A/B Mean Roof Heicjht h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 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 22.4 psf Wind Pressure Ext. Pressure Coefficient U G u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(G ) Equation 6-22. Wind Pressure Up Nun) -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 Qntilever —_ �Landscapew Standoff Configuration Landscape Staggered Max Standoff Tributary A _ _rea Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net-Wind Uplift at Standoff __T-actual -345 Ibs _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.0% X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" Max_Allowable Cantilever - _ Portrait_ 191. NA� Standoff Configuration Portrait Staggered Max Standoff Tributary Area — _ Trib 22 sf PV Assembly Dead Load W-PV 3,1 psf Net Wind Uplift at Standoff_ ._ ___ T-actual -430 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca pacity DCR 86.1% Town of Barnstable F1ME Tpr,- ° ,, o Regulatory Services . ; Thomas F.Geiler,Director • BAMST"LF • . MAS t63q. Building Division �0 'O�Fp ►�° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# / FEE: $ l✓' SHED REGISTRATION 120 square feet or less Location of shed ddress) Village Property owner's name Telephone number t I ZZ Size of Shed Map/Parcel# Y Si afore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District-Commission jurisdiction? -4'Conservation Commission(signature is required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN . Vomu-shedreg REV:121901 IoLoo; 10� L40 t I I b e®p�x ✓,oP , �. Tjr • l, ► • �o`' 6 �/ .ss9`�Qoo �, be-- � ©�� .<y l l LOT 1�3 i � �° �'-AREA=25,562tie S.F. � b�N'y z"' '�LOT 12oCv I 3 r✓eKC 1. ITf, aC�ZJ I . LOT 14 1 I .AREA=c^6,454t SF �1 1✓Le 5 as PLAN REF. 159191 I ti I f RES. ZONE.- 'RF" FLOOD ZONE- "C" TOWN WATER AVAILABLE t, ASSESSORS MAP 191122 i I I sao I ! ti� I GRAPHIC SCALE \ so ~o / 1 PROPOSED 1 _ ao o ,s eo CIS J \1 zo r W rQ o 0 4 BELJROOM i , \ \ \ /DWELL/NC I �y I r o IN FEET ) i ! o \ \ \ \ \ �b 6 \ I inch = 30 ft. I C.B. y \ \ os M 1 \\ \\ \\ LOT 15 PROJECT L OCA T/ON LOTS 13 & 14 BAYBERRY LANE v 1 \ COTUIT, MA. s APPL/CANT.• , j�� e ? l f �0 J 1 1 ►+ o► JOHN WEIR 6� 1 0 A HN i�1t C.B. I �l _ ti° LAAp;fs�GULE\ I C �'J U-IL 'ti " �u YANKEE SURVEY CONSUL TANTS Hu.3510, 1 V .►/ P.0. BOX 265 ( BE1�'CHMARK '9s� / __—,� qF_� 5��9 ) 1 UNIT 5, 4O3 INDUSTRY ROAD o Pf�RBTNrDRaNT \,c\\ 1 LLj4 , 110 rn TEN,. MARSTONS MILLS, MA. 02648 \\ C J PH.(508)428-0055 — FAX(5O8�42O-5553 OLL�'I!=roo.o' (assuerED) l 0 / 90' i drpT l l >>� �\NOFIHq SCALE. 1"=30' • DA TE.• 1012195 PAUL A. ERITHE CB MERITNEW REV. rro.3zox , REV.' a` ROA r:." � JOB ND. 50820 1 '..6i:cG� A�4,::tisbir�•'3�&; "c.L;:.. •:.�:. � - _ D� SHEET OF •2 .. ... .YlO+aMY WlRnk ylY.'M• .... ... ..r..-:-:w e....... - :�i:,.. - ::Y1 :.N:.! i R TOWN" OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 019 f22 GEOBASE ID 711 � ADDRESS 40 BAYBERRY LANE PHONE . c COTUIT ZIP — LOT 13 & 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT 'PERMIT 32298 DESCRIPTION SINGLE FAMILY DWELLING (PMT_028504). •PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of Health, Safety ARCHITECTS: r and Environmental Services TOTAL FEES: THE BOND $.00 ,� CONSTRUCTION COSTS , $,00 I 756 CERTIFICATE OF OCCUPANCY * >ARN31'ABLE, { MASS. ED MAI�'r BUIL V , s BY ,h DATE ISSUED 07/22/15Q8_ ,EXPIRATION DATE I - I I - ! 1 I f t 1 - ' • .� r..l �1 � i /. -. �• i .� • -I.l L-' - 1 Mu ul f ' - r ' I' Department of Health, Safety and Environmental Services W Q * BARNSTABM s MASS. 039. A�O� Ep p�fl BUILDING DIVISION BY/ading in U.Mn9t R •� �� :.ter lu �A n GS ARE APPLIEtt - TO� F '� 3R.MOVE, CUT AT CASING EDGE, Tap PERMIT DOES NOT RELEASE ITIE-APPtTC;A Vrrrvcgwm ------------ MINIMUM OF FOUR CALL INSPECTIONS REQUIRED —..�, FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STR'OCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Rb 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 7` G`(s'S;cb 1��Cl Q_0AJR1D,0F HEALTH OTHER: SITE PLAN REVIEW APPROVAL f [WORK SHALL NOT PROCEF=D UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATgA*V--RMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION NOTED ABOVE. TION. i Wfll N� BUI- LDING i PE RMIT - .. Y "CD i .�,y, `s .�....4- e.�,.p'�i,. "....--cKv+ lwlo` 'J6.• 'f..�r�:%�j�:wfas�.w+..+i�q�e'-'p+"s...�Ffp•'yr"�-.!iws � �-r. l BIKE The Town of Barnstable BAR Department of Health Safetyand Environmental Services 1639. `08 �Ec.u•+° 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 Location �-t -�`� L�Perinit Number �jSC7 4 Owner BuilderL � One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: GD Gy- - � to rAPi.GN F r e Please call: 508-790-6227 for re-inspection. Inspected by �o: �5 " — Date Z� _9 � '- $'�+�"�^`�!1"✓�,= _ ,.. �,Y4yK�,°p " �-. ,. .. �5.%«�..t�Nt�"'.:.s+�+as�^�+r:*t ��..,kc'FY .�+!`�'�rt'+ ;EZ';i.3�A�%�� "�+d€+r�ar. pFfHE T Y v. The Town of Barnstable BARNSTABLE.p' Department of Health Safety and Environmental Services • MASS. 0 t639, �0 ` �fC NIPy6 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 �l P Location (� t'c`� LK P it Number �� ' Owner Builder �� t One notice to remain on jobsite, one notice on file in Building Department. r The following items need correcting: Ck D M. , awl z v3 0. . Please call: 508-790-6227 for re-inspection. Inspected by S-ry tal Date p Parcel Permit#Engineering Dept.(3rd floor) Ma �o?� o2�,S0y House# D 6 Date Issugd1`1 d2 Board of Health(3rd floor)(8:15 -9:30/1:00 ) Fee EPTjC SY _ r e� o Conservation Office(4th floor)(8:30-9:30/1:00-2:00) : �' E111V/j� ���'AI COA, ;' SE Planning Dept. (1st floor/School Admin. Bldg.) 0A9 . ES Z Definitive Plan Approved by Planning Board P•L_ 5 19 66 I" M ° r- A 1) i BA STAB 4a io TOWN OF BARN5TABLf° `� Building Permft Application Project Street Address LID Sfl�l3 �° Ll� Village__�CO7"(J 1jr r� Owner `�'M7N�- �- �� ►cTJ1� Address '806) S y Telephone Permit Request C��S UG IDS d lU)600 ER21F. dd6 Cob G`n/eC 51Y16-Gt� MICY eQ��Z/t7Cl✓ cuG�'li emu- i4 �195c�ME yt / cJ Wr s a Fux�R First Floor (r775- square feet Secondcon Floor y 3 /LASI 06b) square feet Construction Type Estimated Project Cost $ IX 000 « a Zoning District Flood Plain C Water Protection Lot Size S'Zao +S Grandfathered p Yes p No Dwelling Type: Single Family Two Family p Multi-Family(#units) Age of Existing Structure Historic House Q Yes N(No On Old King's Highway p Yes YNo Basement Type: 4Full ❑Crawl Ll Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) PVTr Number of Baths: Full: Existing New Half: Existing New / No.of Bedrooms: Existing New Z Total Room Count(not including baths): Existing New First Floor Room Count 7 Heat Type and Fuel: ❑Gas A Oil ❑Electric ❑Other I n Central Air ❑Yes No Fireplaces: Existing New V Existing wood/coal stove ❑Yes A No ' Garage: ❑Detached(size) [_ Other Detached Structures: p Pool(size) 0 Attached(size) Z f Xz ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization p Appeal# Recorded p Commercial ❑Yes )o No If yes, site plan review# Current Use Proposed Use s�}16-1;1111ey IQ�►A Builder Information �D Name 1" l-- I l r� IU Telephone Number �7 `< '�3 Address 2 It &A&WIt P License# 611KA rA-LFI -M (17, 3 Home Improvement Contractor Z #07 3 Worker's Compensation# MN -POW R,Y NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRU I\ X ZIISRESULTING FROM THIS PROJECT WILL BE TAKEN TO1� f yy t Towi/ 6zi- SIGNATURE �? DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY t . PERMIT NO. V�O DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER .a DATE OF.'INSPEGTION: -F FOUNDATION FRAME 1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: � �* ,ROUGH FINAL FINAL'BUILDING Fa F DATE CLOSED OUT ASSOCIATION PLAN NO. 206.00' I i LOTS 13&14 I N N W LOT 12 52,016 s.f. I LOT 15 I " I N V N w IO� 1pp Z. 72.1 EXISTING FOUNDATION I � I � I L=279.57' BAT _�E R=802.77' RR Y LANE CERTIFIED PLOT PLAN TOWN: BARNSTABLE, (COTUIT) MASS. FRANK BEARER `SCALE:"-1 _40' _ DATE.. 3-/'1'1—/9-&_. `REF:: �N OF MqS I CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SHOWN, THAT IT CONFORMED TO THE TOWN'S ZONING SETBACK REGULATIONS AT THE TIME 2 �G IT WAS CONSTRUCTED AND THAT THIS MORTGAGE INSPECTION WAS PERFORMED IN -v CHRISTOPHER �, ACCORDANCE TH THE TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS o COSTA AS ADOP THE MASSA USETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL No. 31305 "' ENGINE S 0 ORATED LOT IS NOT IN THE FLOOD PLAIN. �FGISTE �y0� 9� SUR`IF' HRIST HER COSTA P.L.S. DATE CHRI.S'TOPHE'R COSTA 8c assoc. P.O. BOX 128/465 MAIN STREET EAST FALMOUTH, MASS. I 508-457-1133 Steco@capecod.net STRUCTURAL & CONSULTING ENGINEERS 81 RED BROOK ROAD WAQUOIT, MA 02536 C.F. FEWORE, A.S.C.E., P.E. 5 February 1998 I Andersen Homes 211 Blacksmith Shop Road E. Falmouth,MA 02536 Re: Bearer House 40 Bayberry Lane Cotuit, Mass Gentlemen: We have reviewed your plans for the above referenced house to determine loadings and size several steel and Ivl beams. The following beams will properly support the loads required by the Commonwealth of Massachusetts State Building Code. In the basement spanning approximately 20 feet a W12x22. Directly above this beam also spanning approximately 20 feet a W 12x22 or W 10x30. In the center of the garage spanning approximately 21 feet a W 12x 19. Over the garage door a W 1 Ox1.5. Over dining room table/bay window area, spanning approximately I 1 feet, 3-1 3/4 x 9 .1/4 lvl. In the kitchen spanning approximately 15 feet supporting 2"d floor W 10x 15. If you have any further questions, please do not hesitate to call. Sincerely yours,. STECO ENG WEER ING CO]V1PAN Y H OF FMqS C a21 rles F Fewore, P.E. o�� President FEVKM F�� �9o,�gFGISTER��Q i NNAL ENS' • ��`" The Cotn»tonit-ealtb of Afassachusetty Ml _. Departnmmt of Industrial Accidents r G . _ � � Office allnyesUgalfons 1: +� ': _i 600 N a.vI nh tun Street '•��'+ ' Basron.A1uas. p?I11 Workers' Compensation Insurance Affidavit �pnlic•tnt information• �/ _ VPIc•tse PR(NT'le- jy name: N EIL- P �J OE�S�--- WL s f WHL 8 0 11 location AJO 8 � I A cit"• flA ON"ne 1 am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity ❑ I am an eniplover providing workers' compensation for my employees working on this job. coot any mime• •tddress- city• (hone tf• insurance co noliev 4 _ I am a sole proprietor..general contractor, or homeowner(circle otte) and have hired the contractors listed below who have the followingq workers !,compensation polices: comminv n•tme• YTfVfUMU lTUrt4V1L4&-YZS address: _.A &AC49 HHV Stlt/1 �p 2 cit... C.r t Ou 7 f. phone#•✓�`N �7 insurnnre ro. oiicv# ✓ � _ — V.t^.•� - �•CY•.,:•�.�:'-- .-_ -Jr�-c�:io�.�4�7`.'7!7�w;1•�!!• ^.�R-C'�. •e'-v...�.-. ..�- cmmvanv name: r66 I4uo address- A©'i 60)o 4gC7 city ` , ! 1'1`'t W yl `r �� phone 1#• ! ' ^2,PW insurance co. U/CX 39 900 _ .Attach additit'nai sheet if neccs_sary .•.""-::T+--•+ -^+: .`°;:5:; = _'.: ."_••'^. . :='"."' `'�y� L=`<= w= Failure to secure coverage as required under Section=SA of N1GL 152 can Iead to the imposition of criminal penalties of a tine up to S1.500.UU andior one s cars imprisonment a. .•ell:1s civil penalties in the form of a STOP NvORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. l do herchr ce ifr it( r the pants and penalties of perjure•that the information prodded above is true and correct. Si=nature i Date CAP Print name — �� /7"hd/e wcl� Phone# J"v — .."'official Ilse only do not write in this area to be completed by city or town official ` citv.or town: permitAicense N r Building Department Licensing Board (]check if immediate response is required 0Scieetmen's Uffice c3ticalth Department phone#: Mthcr contact person: �;. 6"o tlt-ff, 14 . T#E- 79A VFLP-S TIPva -2d7x'9 �tkf, evc 2 o 3 9 3 Lit T� a the Town of Barnstable g� Department of Health Safety and EnvironlneIItal Services Building Division 367 Main Stttct,Hyaanis MA 02601 Rauh C— Ofce: 508-790-6Z7 Building Lc Fax: 508-►90-6Z 0 For office-use Only Permit no. Date AFFMAVIT HOME MWROVEMENT CONTRACTOR LAW SUPPLEMEiYT TO PERMIT APPLICATION MCI. c. 142A requires that the "reconstruction, alterations, renovation, rtpair, moderni=ticn. conversion, improvement, removal, demolition, or construction of an addition to any pre-e-tisunz- owner occupied building containing at least one but not more than four dwelling anits or to structures which are adjacent to such residence or building be done by registered contractors, wii: certain exceptions.slang with other requirements. Type of Work: , L � � Est: Cost I. .S1 A sLt Address of Wont- qn Owner's Nome (�A1�IL-,� F�t�IQ�a, � �RE12 Date of Permit Appiicntion: I hereby certify that: Re"istrztion is not required for the following rrason(s): Work excluded by law Job under 51,000. Handing not owner-occupied Owner puffing awn permit Notice is hereby given that: UNREG�S iERF� OWNERS PULLING T� OWN PERMIT OR DEALING WITH CONTRACTORS FOR APPLIGAB�GZAM OR G ROME �zJRA►RANTY FUND UNDER MGVED= WORK Do NO I4Z.� � ACCESS TO TBE ARBITRATION PRO SIG:YED UNDER PENALTIES OF PERJURY I hereby apply fora pertait the agent of the owner. Contractor Mame R ttaIIDII 1Y0. Date 6 too Ll Do 9 � • N d h V ° � R O \ yjjy A N' m p N ' O V O J tI'1 .•y O O d N) ~ d \ aa W Y i f 1 I��Ililii n o .. it �.i1i�71i¢Z e ° F 1; R c ap 6 G9 6; `oyC kp 1 Y .♦♦♦♦♦♦��B y ill.;N,.'. 01 001 / ol v0 \ 20 O 40 lop -109 J � .�,�, � � "• � low \ o 110 -————————- I INI 290 .A cokMoy�� Slit co � O o p' Q3�� o Q5 o 4 a - ( npp � o � � OZ�. o ti Cl � � � O �� o hy 20' MIN. EtEV:= 109.0 PROPOSED' . ELEV.= 108f EXISTING 4" CASTIRON OR fCONCRETE COVERS SCHEDULE 40 P.V.C. / 12" MIN. z' LAYER Of $IST.=21.1_ SLP.=0.01_ t/B'-1/2- SLP.=0.03 CONCRETE COVER -r WASHED STONE INVERT DIST.=28__ 101.52 FLOW LINE DIST.=20.3_ SLP.=0.01_ IrtVERT ELEV.=1114 4� oo ELEV.—____ ELEV.�1? �2 0000000 0000 00 000000zll?,6;06� t0- MIN. te" 10564• ]0526 0 0000000 0000 0 0r-==C 0 /4" TO t-t/2" ELEV.=___- ELEV.=10-' '" ELEV.=___— 0 u O C WASHED STONE 4' CAST IRON OR 4• CAST IRON OR O O O O O O O O O O O O O O O O O O O O ELEV.=11J3� SCHEDULE 40 P.V.C. n 0 O O O O O O O O�O�On0 Or 0 0?0 O O•-•O O� i SCHEDULE 40 P.V.C. j DISTRIBUTION BOX 5 PRECAST FLOW DIFFUSORS 1500 GALLON SEPTIC TANK TO BE WATER TESTED IF MORE 11.5' THAN ONE OUTLET PLACE ON 6" OF STONE OR pLACE ON 6" OF STONE OR USE STONE TO LEVEL MECHANICALLY COMPACTED SOIL MECHANICALLY COMPACTED SOIL THE BED AS NEEDED________________ —— — i USE SEPTIC TANK WITH 3 COVERS. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV I PROFILE OF Of SEWAGE DISPOSAL SYSTEM ���1H t NOT TO SCALE LAHDFRSMLEY04VIL «I aS1 �` No 0t A�i 9f STERE ESS�O Alf f01 L LOG j .. ANESSED BY:_J_OUNNING--PL6599 ------- GENERAL NOTES: PERCOLATION RATE:_2__MIN/INCH (TYPE I SOIL USE 5MIN/IN.) DESIGN DATA: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 1 TEST HOLE 2 2. PLAN REFERENCE 159191 LOT 14 BARNSTABLE REG. OF DEEDS. DATE: 10=05_95 DATE: 10=05-95 NUMBER OF BEDROOMS _FOUR-f-4)___ 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV._107�-_- ELEV_iQ4Q-- ANb NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. GARBAGE DISPOSAL 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3_ LOAMY SAND"A" TOTAL ESTIMATED FLOW _J411____ . FOIR THE SUBSURFACE DISPOSAL OF SEWAGE. ( ,�__ GAL./BR./DAY X -4___ BR. ) 5. ALIT COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN "LE" HORIZON 12 OF THE FINISHED GRADE. 6- SEPTIC TANK CAPACITY -J5M.GAL_ 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. SOIL SAME AS LEACHING AREA REQUIREMENTS 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE TEST No.: I I LOAMY SAND OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR g- SIDEWALL AREA _i211__ GAL./S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 38" BOTTOM AREA _-5Z6___ GAL./S.F. SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS UNLESS NOTED. LEACHING CAPACITY (BOTTOM & SIDEWALL) _ Z2_ GAL. 8. A MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL COARSE SAND c t 81 MORTARED IN PLACE. - 9. N DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH RESERVE LEACHING CAPACITY ____ 5 ___- D EDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO TAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. I32• APPLICANT: JOHN WIER DATE: OCT. 11, 1995 10. TIE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF No WATER SHEET 2 OF 2 IJOB # 50820 PILL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ENCOUNTERED III SHEFT V, ,s 76' P 20'3 3046 N N � 2 DECK ti°� s 3249 3249 3249 iv 19'7 x 12'4 3249 3249 j 1-3/4"ML 21064 21064 21064 21064 3068 13'5 17' m ,D N 11'11/1 N MASTER BDRM BEDROOM 16'8 x 16'4 O F Wa 13'1 x 11'4 F N DM W 12x26 co STEEL I-BEAM� �Qe N N m �1oa (3)9-112"x O�Q.YkQ � ....................... _.................._...._..........._._._.................._...._........................................._........ _. 1-3/4"ML' p ...._._._..............._._....................._...._._............_.. S� N ..._....................._._.... !1 _ Q O !i 19'5 511 N 57 5/1 mL 2668 1 M n Q 266 I V _ LA r ENTRY I 1 11'7 x 11' UP 5'55/16 W12X26 --� STEEL I-BEAM , I o I I s 'I 16'x9'O.H. ' ? iGARARE 2830 3249 2 040 3068 : DOOR I 3249 I I R i27 I I I I I !; I I I ANDERSEN HOMEBUILDERS I 211 BLACKSMITH SHOP RD. 4%j MAN Y LANE E. FALMOUTH, MA. 02536 508-540 8325 C TlulmI T q 3249 3249 - FIRST FLOOR PLAN 76' 5'2 8'10 2 42' 0' r -------------I I 'v I I I I -------3�- ---- ----- U r --------------- -- -- ------3030 - L..' 2 -�T I I 9'8 'v I 42'9 I r, I j I I ------- ------- ------------- I I 1 I I I To I I 1 I < 2x1 o JOISTS 12'� O.C. I W12x26 (3)2x10 GIRDER STEEL I-BEAM N I I I En I _ ___________________ (h I I ,_.._............_._...._...............__._. .. ........................ _-_- ......_---........ ._. -_............___- ............................... I .-.r......_._._._..............._� ..._._..............._..._._ ._......._...._........-........._...._........ --------------- _- -__ ............................. N I I I m i II 7'7 77 I I 68 1 1 I I 8" CONCRETE WALLS in I ry 7' 9" HIGH WITH 16"x 8" FOOTINGS--------, 1 , I (TYPICAL ALL WALLS) i I I I j I I I a ---------------- - I w I i I ------------------------- - GARAGE I I ------------------------------------------ 20'8x20'4 ---------------------------- I I 1 I I I I I I I I I I i 16'-6" drop b i i i at garage I I I I I I I FOUNDATION PLAN I I I I I I I I t II -------------------- '- I ----------------- I . --------------------- 48'4 76 U O o u 3249 3249 3249 3249 0 G o ❑ o � o � o e 1 27'10 G FUTURE a FUTURE ° BE®ROOMO ° ° ° 2868 0 2868 future bath ch N NN- S* Q ......................._._._..........._._.............._... .--._......................................_.................._...._._................._._........... ........._...._ FLuuR- (FUTUrK-% E) OPEN BELO 11'1 x 10'11 ti CONTINUOUS RIDGE VENT 2x8 RAFTERS, 16"O.C. 1/2" PLYWOOD # FELT PAPER D ' ' A HALT ROOF SHINGLES 1 x8 COLLAR T ( ! TIES, 16"O.C. ( (-a � CONTINUOUS �� �✓ UNFINISHED 2nd.:FLOOR R-30 F-GLASS EAVE VENT WHITE CEDAR SHINGLES \2x8 FLOORJOISTS, 16" O.C. 1/2" CDX PLYWOOD 3/4" PLYWOOD SUBFLOOR 2x4 STUDS, 16"O.C. R-13 F-G LASS 1/2" BLUEBOARD EXTE IOR DECK CC 3/4" T&G PLYW D J SUBFLOOR, (T P.) 8" CONCRETE WALLS ON 16'x8" FOOTINGS, TYP. 2x8 treated joists, 16" O.C. 2x10 FLOOR R-19 F-GLASS JOISTS, 16" O.C. 1"AIR SPACE ALL JOISTS TO RECIEVE \10' SONO TUBES HANGERS 48" BELOW GRADE 3-1/2" LALLY SECTION AT COLUMN, TYP. 3" CONCRETE FLOOR CONTINUOUS RIDGE VENT 2x8 SHED RAFTERS, 16'O.C. 2x8 RAFTERS, 16" O.C. 1\---_ 2x6 CEILING JOISTS, 16" O.C. .SECTION AT UNFINISHED 2nd FLOOR (3)9-1/2"x 1-3/4" ML 2x10 FLOOR (SEE FLOOR PLAN) JOISTS, 16"O.C. 2x4 WALL STUDS, 16"O.G. 1/2" PLYWOOD R-13 F-GLASS 2x10 FLOOR JOISTS, 16"O.C. (EXCEPT AS NOTED) CANTILEVER (3)2x10 GIRDER TYP., AT BREAKFAST NOOK ------------- -- } PAP VIA PC pp We P��,mO or� .P��� �� pop,not ve.PROM,RM ff d►ro RoMpg 1, a�v�s�i�rf• ate, �W. � g PAP WO r ® ® ® ® � 1 s'pg��� fto'� po �� �Pp Mp,PO P's!�`�%� irrrrl trice} PpW0I�1Ps%0/PoVWN PAO WE P tf'` uee�rl 'real'r1 ����P%PP PP 1 ,rsRog'PO NOW,MAIN mmagammmag MR �0 sOifo�V-1-M- I -- i RISE 010 AM Sol 4s IN UNIS ON otii`��'`� ////i///►e,, q�o ggmg I VISION MIS lammi ZVA All Jr��f����Iff� ... d�P�� %HAMA', .....-.... !! All �irrrt'�'��` f / Pap naa�a ==-=G• r Assessor's Office(1st floor) Map: ('� Lot Z Z_ ermi /Q 9-5 Conservation Office(4th floor) f 0//3 9S" Date Issued /d v / '7 95� Board of Health(3rd floor)(8:30-9:30/4:00-2:00) Fee ;��,��• Engineering Dept.(3rd floor) House#1 Planning Dept. 1st floor/School Admin. Bldg.) ,Vtv A_Y cowSTAB Defi ve Plan pproved by Planning Board 19 '`�`` o e TOWN OF BARNSTABLE ;� � Building Permit Application Project t Address AA,a"k ANE ' Village ;OwnerToW,,u 42/6/- Address 6-5- Telephone Permit Request Pe Al t/Foy-,c/i A-' Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) a.aO O square feet Estimated Project Cost $ � ©OCo Zoning District aF Flood Plain Water Protection Lot Size /.15 AC Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use las"C"-HAZ Proposed Use Construction Type lVEGlJ��S�G>' r�l Commercial Residential Dwelling Type: Single Family +/ Two Family Multi-Family Age of Existing Structure /„rjj a Basement Type: Finished Historic House Unfinished `�-Jld King's Highway IVO Number of Baths a 'Ia No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Q,g Central Air /0 Fireplaces .Ye S Garage: Detached. Other Detached Structures: Pool Attached / CA-2 Barn None Sheds Other it/ON r Builder Information Name Telephone Number Address License# Home Improvement Contractor# 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 �J r SIGNATUReMIT . G�/ J DATE BUILDINGNIED FOR THE FOLLOWING REASON(S) 4 ^ FOR OFFICIAL USE ONLY �. PERMIT NO. I. DATE ISSUED , MAP/PARCEL NO. ADDRESS ` VILLAGE OWNER DATE OF INSPECTION: .FOUNDATIO,N r 1 - +FRAME ` INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL M PLUMBING: ROUGH FINAL v GAS: ROUGH FINAL ' FINAL BUILDING I DATE CLOSED OUT , } ASSOCIATION PLAN NO. �► 4 3 The �'tt: ixionrreafth of Massachusetts _-7-i;_w Department of Industrial Accidents VNCe ollnivest/yatlotts . r, f 600{f ashin-ton Street ' Boston, jlluss. 02111 Workers' Compensation Insurance Affidavit �Rpltcant tnfnrmattnn, - " .:.:.'..• Please PRINT lebtbly_ss r name: J0 0 M IIL�/r fQ Inr : &YUCQe I/ city CO�t)I phone# 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity e,....� � ..' .v -'-S7T.TfC�',.> .Llf _ ��Y^-'�ivr-.N., - .„!!.!a17?e!?'?n•�s.+oge,4.: 1 am an emplover providing workers' compensation for my employees working on this job. company name: address: city: phone#• insurance co. policy# .. .. < . � 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: may: phone#: insurance co. policy# L-. :yi..- �'_�,�_._..�rn�p�-' _:s;��,�n•-'�?",^t�rzt;�sT7-�r_'.�S$=:;�;_�._�:,..,—z.t��4�`'cr�n�s'•s_i_e'•-�%"!��! ....p"'•.r.�'-�"`• �'�a, company name: address: city. phone#• insurance co policy# :Attachaddittonalsheettfpecessa ' s` �i Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or one years'imprisonment as-.vell as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the D1A for coverage verification. I do hereht certif under the pains and penalties of perjury that the information provided above is true and correct. q � Signature t: Date M / Print name Jd f°�A) C• (/✓et I--60 Phone# �l, b`'g� •�f rcri� -official use use onh do not write in this area to be completed by city or town official city or�town: permit/license# rlBuilding Department _ oLiccnsing Board I3 check if immediate response is required ❑Selectmen's Office OHealth Department contact person: phone#; nOther `. a R'n.T.'Ji^ '.•e (revised 9l95 PJA) ' TOWN OF BARNSTABLE BUILDING DEPARTMENT . HOMEOWNER LICENSE EXEMPTION Please print. RATE /JOA LOCATION 'Number Street address Section of -town /UnoMEOWNER" Name Home phone Work phone RESENT MAILING ADDRESS ty .toWn State Zip code: The current exemption for "homeowners" was extended to include owner-o cupi. dwellings of six units or less and to allow such homeowners to engage an in! dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to r side, on which there is, or is intended to be, a one to six family dwelling attached or detached structures accessory to such use and/or farm structure A person who constructs more than one home in a two-year period shall not b considered a homeowner. Such "homeowner" shall submit to the Building Offi on a form acceptable to the Building Official, that he/she shall be respons. for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes ,responsibility for compliance with the Building. Code -and other applicable codes, by-laws, rules and regulations. The undersigned •homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requiremen- and that he/she will comp th �said procedures and requirements. HOMEOWNER'S SIGNATIIRE r �G� APPROVAL OF BUILDIN FFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be requirec to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION , The code state that: "Any Home Owner performing, work for which.-a..build: permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ;.provided tha- Home Owner engages a person(s) for hire to do such work, that such Home shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assum: the responsibilities of a supervisor (see .Appendix Q, Rules and Regulat+ for .licensing Construction* Supervisors, Section 2.15) . This Pack of awz often results in serious problems, particularly when the Home Owner hire unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Rome'sdwaer: as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities communities require, as part of the permit application, that the Home 'Ow certify that he/she understands the responsibilities of a supervisor. 0. last page of this issue is a form currently used by several towns. You care to amend and adopt such a form/certification for use in your common, i II I � I I II iji p I - 1 1 I II II -1 y � it M E:71 F ; v 7 ••�� JVo-1 d = D rn - I 11 f v o I I. i _- , L� o s I � Epp. r It 7r. , i% _.. _..... -- -. ..I 1 V ' I w. !_Fi 13_JY ENCE _> o . o C: I �:': Y,.t yr r•�+ r ,. y Z..! , , < :, , I Z �= F C'SIIfIEg �� Z j i 0 n `c 7 r n M G a �! o � O I � 1 1 - v n IA N OD _ — p = � 0 na $ N 3Y " N N •J � U J V C 1 Bw' 9 T4.\vAS1S'oV i .C* %'TYM. -- -- COwT.KF WEII Q U i 1LJ_ I 2`+z•i.s•TN�..C.OfK-�4'..FO[rit•m' I Q �. jI C.Ow—"Lkcr>LAls.v CLL. ' 1 rrR _ 91 COAAOACC flsL .. ."E;.?9.01(!—MW-)AIL SNSES r• ..b: o ��,�„ --r- :.��V 85All nTs ♦-1\4Y.CQNC.StAa, _ ._. ._ ... ... . . _.. .. p • 2'1 q'v' 10 n�? 2�� . :470 .... A o .. .... ... ..� 0 f" LL _ nuc0 Sah ILALS oN r-t'. t'K --�— --�—� �L �� �•14A�OHC .CtA joVAI) W :Y d3 t FWNn^�tOt� PtJ�N 6 ii PIEItm."aly plans and layouts by DC.D ate for Me use of Inert Customers only Any Otnef use is many Prone O:Iet h•-O i V.0 c4.. i �,.g.. ll.�.. 1 10'1• t0,0.. 40. as - -- --'--- ' t KITCUEN 3RFJlKFnST lY FJC w o vi z:�o'1 C CAiAI n. r—L ► u�u.csF CT:•t3.c- .. V_Wi i IS tL K at e n 2� 23 SCALE r O O� �• 508.428•6 C.Ax F- N l 40:.-� `— @ustom A. Pr*cu t dd CopyngnlAl a 01NItVG _ B � , Re Rights \"wc ! a e3erveC i I I i t O i it;0 to O U; I ' Z�.. w .po2c.0 i W I O`. ..F f R97 F SpUfi PLLLN. _•---_-'—•' 6 3i Preliminary plans and layouts by DC Dare for the use of them customers only.Any Other use IS SLrrCtly Prohrb•- ' id•i0• ss�oSE 4 p I � I I e• o IQ No�. I - 0 �> o p oc Co o N N 3 N O .:. _.__.....�.!CV•t><`uu�T... .... � � tsORllaC ,�.-.._c .. [ WKIVfj sZ IU.SIRA![nW. IK_CiF.JSTS.. .__ I Uto,Rdwi'-.-".. - _.. .. . Y�d iAbi Cit. 7-7 YTiIC�t:. :, - :. ..:•°'-._C: `_- �:::_ a'.SIRARreb+4:': -..._ - _ - _ - _ sra-TSG PIYwODA' aisrcc�bucw�l- o I yt t:r0 uao[a. 11 1W • Illlt \vAie�.Poc�o¢tN5 I I -SECTION F3-.3 �Cy—:- -.Q �E�-LION K:ILG•r.ro) _- -. j- SGIE GATE 508.428.6191 a evlin WEfMDCX @Ustom a es igns SQIn:IEtOGsd`.Kt. Copyright®iesa ..'L9 A.. Rights f.3Sl%APPUa4.- ..:HILJSf.STARTER. �� - - -- ----'•--'—'-- - Reserved / 1.t.w'G2obVt�i4 N 'C!r•�` I•Ao�rsIN4—�' 1 11;l�. � l.lo �/�! 'I .._. __ .: .• 3yt.�Os`tom/">: rlMvrOn STAIR I�ET�IL CN ''d� Ic rn4.cc U"N Z uJ c TEIM DETAIL T.[ ` Preliminary plans and layouts by OC O.are for the use of their customers only.Any other use is stnCtly prohroite • I . i !op +may. ..' ......._........... .....-_.-_...-' ---..__._ G � x � •III';; �i; � I I �. I I ; . .; i I ' v - w a o � 84`O•. . .� .. 1 o ' O n 1'9 9'6' 10'D0.0P O � � . .... .;1'•G'a 4fi 10'MIOP z° o z n 1? 1 WEIR RE51F)ENCE O g fD C fD m <a ul a � U c d� '► A ig r y - _ - •r - •�'.u^: ,,� y�amy, li A lb LOT 13 ARE A-25,562E S.F. ti Ip3 p p LOT 12 l 11 i i LOT 14 AREA=26,454E SF PLAN REF• 159191 RES. ZONE.- "RFC FLOOD ZONE. C„ o I TOWN WATER AVAILABLE ASSESSORS MAP 191122 0 �cb GRAPHIC SCALE I ' 30 0 15 30 60 120 ' PROPOSED \ CD \ I 1¢o 4 BEDROOM o w \ `\ DWELLING I \ ( IN FEET ) o N \ \ < \ \'�� \ \ �'�� 60, \ \ 1 inch = 30 ft. CD cb' \ \\ PRO✓EC T L OCA TON \ \ \ \ \ LOT 15 •+•• Yo\ \ 1 \� �,\ a °s LOTS 13 & 14 BA YBERRY- LANE COTUIT, MA. 866- I� " \ 1 \ +�'`N a APPLICANT.- JOHN JO yN HN WEIR / \ b' 1 LANDEH6•CAULEY S CIVIL I Vs A No-•55101 c.B. E YANKE E.SUR VEY CONSUL TAN TS P. O. BOX 26.5 UNIT 5, •4O3 INDUSTRY ROAD- BENCHMARK MA RS TONS MIL L S, MA. 026.48. TOP OF TAGBOLT p •LLI "I' ""' - F PH.(508)428-0055^-' FAX(5O8�42O—555J \ sc' ON FIRE HYDRANT / �9pz µ _ - ELEV.=100.0' (ASSUMED) �< -,r- . " PAU h- w- . _ _ \ �` t �p� s, -/ A iTHEw� � `�� SC,4LE.� •1_ -30'� E' D_A+TF x 10�2 95-- .. _ - •r - , `! / .+u:...;.t C Ci-�f<.r .;r •�s ti ;-, No.;32098.". y "a:.•r rsu.•se«.-:.r-.+...:,.«:} ..:s, �'- •.*.-sr.��:. �.•A ,f�:aT:i _ • - .-:' ,. -. (" ..... � .w _ ...>. «. - -_..; .; + w s`Ca.3 �4:. I/� ,,.,,,. � •s 3.w,x' •+.+, ,•cfi.: L`'l%Y>�r"�re�:;... '�•.• x• Y3a ;e'.:✓::: .:�:,-(. ._.'\• iF;i'.� \ 4` ''-. ,.,,1•-i. a+,t -•.J.�' �x 1v".-zc' c<-''y�'t. ..Yt !+` .�, .:. �� ay, _ .;S •a� y , 'S•...e>... ,.,._ .{,. { ,-d�... ;,f,R r•W K � N � .�- �/fit. �-. ,;.�4 � .'-''S.• .k. :1.....i•F• •ti ,•,a. :. •..f. u.r5�.•a' .. ;.,,� F5�!!`F -.,,. ESS\ 'Y;:Mz-�i REV.�.. #,.e�Ls ;ii�..:t, ♦1 =,02 =V�—Xfh ZW4 t ' ��ti�.,{'��S��iI !�''.„ .:- r :. ', ,r�i' ,f ^ ,-. ;.,, `�,� ,zet .. �t x. .�- L �.�.: e. sox• _ ••�..•�,.-•�-...,sF.;�--= ME 0, v � , a .. 0-w t v, a �..Y. ,�.==Tits- �; ;�, •. ��,. ''�' --•-�- r�z �� _ � }. •` x .' •.�,Cr-.fir ' ..•' .'- � `r, •�:4;,r " cb'^- 4�` `y "a � +.. � �;. :r _ 'w t' '..1 %n'L,`• �A. �t = ,:+ .�A Si 'it: t `_ , �-. .g(z�y,. , ,y�i. —Zi 1.0 PROPOSED w w,.. ,r �� 1.c- ''-`k'� .4._ (y � ?Ti'ty •.�.> .�. v Si'✓, -•i•. .F ?- .T,-•_ •-r.�• (y 'L. �� .f• �r - .•{. •1Y• ..M J -i\ •'br ^•�1� 1 h M6 -_ • - y S T '.� :."I"i-. .. y� c.y. > ._. 4., ,.._., `y°• ..` �'-' 's• `� -'.,...sri' .C:.1r[. 'r. .:y, +.tL- ,,r - r� �� iti? - .:i t... a��f .t.♦.M.-,i..,-"-fw 1_1 . •re•^ .�_„ -•-._-a.r-.•.._,♦.-~i1. '•s'ii�S. �- .fa.r�-...��'�x......i ss C,_s..,,-�._...-,3.-_'r�f,�f--.trc�. -:'n-:-,:.._T..__�.,.._.-....__...h,..r.,"t,..oF�1-+_f,._...q.r...r�.'.w,.�.. �Nwu._.....t.--,�,>>'•-4.'L-,S_l�"^.'.S.S"a,...,.c•�.'k^t-�'K`e-.i'i-�,..',x.«�,,.,.�♦,�•:f-u..,L�."�"`'•.�is.i S,,wi.•�."�,`7s�+'�•,���7'_:.!.��.w-r.'c.S T«.. ;:7.-1:- _ .�, >C♦: .20 MI ^ .,� rS t•j ELEV._ 09.0,'PROPOSED r�7 •- ,>... "x.- .•i :J :..•{- tic:-:F ,._ )" _ - — l .�•_ ,�..-.>.-- --..• _ - t�� .: - � . . ;� � > .'•�, ELEV.--108 -'EXISTING, d ° 4" AS IRON — — _` SCHEDULE 40 P.V.C. - :CONCRETE COVERS` DIST.=21. 1' SLP.= 0.03 SLP.= 0.01_ 12 MIN. 2' LAYER OF INVERT CONCRETE COVER ELEV.=101 52 FLOW LINE DIST.=20.3 SLP.=_0.01 DIST.=28T_ WASHED STONE ELEV.�0�,59 10" MIN. — INVERT ELEV.=104-9.8 00 000ao 19" o000000 0000 00 '0000000 ELEV.= 105.64• ELEV.=105.43 ELEV.= 105.26 O t�000000 0000 0 0000000 "O� _ 4" CAST IRON OR O v v O O C` WASHED STONE" 4" CAST IRON OR O O O" O O O O O O O O O O O O O O O O O ELEV.=1113� SCHEDULE 40 P.V.C. f) ,o O O O O O O O O�On0n0 O„O>.,0- O 0-0-0r - SCHEDULE 40 P.V.C. DISTRIBUTION BOX 5 PRECAST FLOW DIFFUSORS 1500 GALLON SEPTIC TANK TO BE WATER TESTED IF MORE , PLACE ON 6" OF STONE OR THAN ONE,OUTLET. 11.5 MECHANICALLY COMPACTED SOIL PLACE ON 6" OF STONE OR USE STONE TO LEVEL MECHANICALLY COMPACTED SOIL THE BED AS NEEDED _ — — — — _ _ — USE-SEPTIC TANK TVITH3 COVERS. � - - - - - - - - - - — — — — — — — — — — — - _ BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =92.0 PROFILE OF ..,. SEWAGE DISPOSAL SYSTEM1� Of NOT TO SCALE J01/iryG. . � I,MIDERS•(AULEY �i CIVIL Nn 35" A�oE'�FCIST ERA 101 L L 0 G )►a� GENERAL NOTES: WITNESSED BY: _ J_DUNNING _= 6579 ------- PERCOLATION RATE: __Z__MIN/INCH (TYPE I SOIL USE 5MIN/IN.) 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. TEST HOLE 1 TEST HOLE 2 DESIGN DATA: 2. PLAN REFERENCE 159191 LOT 14 BARNSTABLE REG. OF DEEDS. DATE: 10=05=95 DATE: 10=05=95 �41_ 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM ELEV._107�_— ELEV._ 4.0 f0 __ NUMBER OF BEDROOMS _FQU1� __ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GARBAGE DISPOSAL __NQNF__(Q)---- TITLE 5 AND, THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3„ LOAMY SAND'A" TOTAL ESTIMATED -FLOW --4-4-0---- GPD FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN ( 110--_ GAL./BR./DAY X —4--- BR. ) 12 OF THE FINISHED GRADE. E" HORIZON B„ SEPTIC TANK CAPACITY 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. SOIL SAME AS 7. ALL COMPONENTS OF THE. SANITARY SYSTEM -SHALL BE CAPABLE TEST NO.: 1 LEACHING AREA REQUIREMENTS OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR LOAMY SAND WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING "B" SIDEWALL AREA _L2_Q__ GAL./S.F. SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING 36 BOTTOM AREA _52Q.--- GAL./S.F. AREAS UNLESS NOTED. 8. ANY-MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL LEACHING CAPACITY (BOTTOM & SIDEWALL) __5 GAL. BE MORTARED IN PLACE. COARSE SAND 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH C RESERVE LEACHING CAPACITY -----522_—_ GAL. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. 132" APPLICANT: JOHN WIER DATE: OCT. 11, 1995 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF NO WATER ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ENCOUNTERED s;: SHEET 2 OF 2 JOB # .50820 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(8). 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 P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINIIGHT 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 UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0262442 00 PROMISE OWNER' DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BEARER, FRANCIS BEARER RESIDENCE Pedro Villalpando -ft. - olarCity. BENEFIT SHALL IT IIT BBE ANYONE N��OR INMOUNTING S' u 40 BAYBERRY LN 6.24 KW PV ARRAY ►Ilk PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES COTUIT, MA 02635 THE SALE AND USE OF THE RESPECTIVE 24 TRINA SOLAR TSM-260PDO5.18 2a St Martin Marlborough, Building 2 unit I1 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) # PAGE NAME: SHEET: REV DATE M 38-1028 MA 50) PERMISSION OF SOLARgTY INC. INVERTER. T: (650)636-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 (508) 420-3616 COVER SHEET PV 1 12/22/2015 (BBB)—SOL-CITY(765-2489) www.sdorcity.com PITCH: 37 ARRAY PITCH:37 MP1 AZIMUTH: 188 ARRAY AZIMUTH: 188 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH:98 ARRAY AZIMUTH:98 MATERIAL: Comp Shingle STORY: 1 Story�HOFA NG I 1 @ _ Unlodced Gated SS NAL�N6 12/22/2015 . s Ivipi Digitally signed by Nick Gordon Date:20115.112.22)0:63:52-08'00'. ' LEGEND Q (E) UTILITY METER & WARNING LABEL R INVERTER W/ INTEGRATED DC DISCO r; B Ins & WARNING LABELS � ,,,I ❑ , © DC DISCONNECT & WARNING LABELS A nc E3 AC DISCONNECT & WARNING LABELS OQ DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Front Of House Lc LOAD CENTER & WARNING LABELS O DEDICATED.PV,SYSTEM METER . (E)DRIVEWAY Q STANDOFF LOCATIONS - CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR 40 Bayberry Ln — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' W E 01, 10, 21' S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B- PREMISE OWNER: DESCRIPTION:. DMGN: 0262442 00 CONTAINED SHALL NOT BE USED FOR THE BEARER, .FRANCIS BEARER -RESIDENCE Pedro Villalpando 5olarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0 4 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 40 BAYBERRY LN 6.24 KW PV ARRAY ►r PART TO OTHERS OUTSIDE THE RECIPIENT'S NODDIES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR .# TSM-260PDO5.18 PAc NAMe sHtTT: REV ' DATE Marlborough,MA 01752 SOLARg1Y EQUIPMENT, WITHOUT THE WRITTEN INVER• L RTE • (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. ' SOLAREDGE SE6000A—USOOOSNR2 (508) 420-3616 SITE PLAN PV 2 12/22/2015 (M)—SOL-CITY(765-2489) www.solarcity.com (E) COLLAR TIE (E) KNEE WALL S1 OF4 Na 4" 14'-9" 11 v CIO (E) LBW 9 SIDE VIEW OF MP1 NTS S NALENG`�� A 12/22/2015 MP1 I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 1 24" STAGGERED PORTRAIT 48" 1 19" RAFTER 2X8 @ 16"OC ROOF AZI 188 PITCH 37 STORIES: 1 ARRAY AZI 188 PITCH 37 C.]. 2x6 @16"OC Camp Shingle (E) COLLAR TIE PV MODULE (E) KNEE WALL 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. -4 10'-8" (E) ROOF DECKING (2) INSTALL LAG BOLT WITH (E) LBW 5/16" DIA STAINLESS (5) G(5) SAL G WASHER. SIDE VIEW OF MP2 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH B WITH SEALING WASHER (6)(2-1/2" EMBED, MIN) BOLT & WASHERS. MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 19" RAFTER 2X8 @ 16"OC ROOF AZI 98 PITCH 40 STORIES: 1 Scale: 1 1/2" = 1' ARRAY AZI 98 PITCH 40 C.I. 2x6 @16"OC Comp Shingle PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0262442 00 4Nh • CONTAINED SHALL NOT BE USED FOR THE BEARER, FRANCIS BEARER RESIDENCE Pedro Viilalpando ����:�SO�a�C�t�/. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 40 BAYBERRY LN 6.24 KW PV ARRAY' 0 PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE 24 TRINA SOLAR #u TSM-260PDO5.18 24 St Martin Drive,Building 2, unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) >t SHEET- REV. DATE: Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. INVERTER. SOH 420-3616 PAGE NAME PV 3 12 22 2015 T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 ( ) STRUCTURAL VIEWS / / (888)—SOL—CITY(765-2489) rww.saarcit aam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number: TBB20(40-40)C Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE#SE6000A—USOOOSNR� LABEL: A —(24)TRINA SOLAR#TSM-260PDO5.18 GEN.#168572 ROD AND ONE (N) GROUND ROD AT Meter Number:43956838 Inverter; 6000W, 240V, 97.5%q w Unifed Disco and ZB,RGM,AFCI PV Module; 26OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Overhead Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 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 CUTTER—HAMMER P 200A/2P Disconnect 3 SOLAREDGE SE6000A—USOOOSNR2 MP 2: lx9 ELOADS A -------- ----------- ————————————————— TE I-------------- �� iz ' ' N DC- I 2 _ � 35A/2P ____ GND EGG DC+ JAI ------------------------------------- — GEC ---�� DC- + MP 1: 1x15 I B ' EC—'C--- --------------------- ------------- G -----------------tJ I N (1)Conduit Kit; 3/4*EMT —J EGC/GEC I ' — GEC�—1 TO 120/240V SINGLE PHASE UTILITY SERVICE I i I I ' I t I I , I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)CUTLER—HAMM BR235 PV BACKFEED BREAKER A (1)CUTLER—HAMMER $DG222URB PV a4)SOLAREDGEjP3DO-2NA4AZS Breaker, 35A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R AC PowerBox timizer, 30OW, H4, DC to DC, ZEP DC —(1) 57TLO RoQ DPP —(1)CUTLER— AMMER- DGIOONB 5 B x B. Copper Groundleutral d; 60-100A General Duty(DG) nd (1)AWG g6, Solid Bare Copp —(1)Ground Rod; 51r x 8•, Copper ' (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE RF(1 AWG a THWN-2. Block 2 AWG#10, PV Wire, 60OV, Black Voc 500 VDC Isc —15 ADC O (1)AWG g8, THWN-2, Red O (1)AWG$6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.6 ADC (I)AWG g10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC . . (1)Conduit Kit;.3/4',EMT . . . . . . .7(1)AWG g8,.PtWN-2,.Preen . . EGC/GEC. (1)Conduit.Kit;.3/47,EMT. . .. . . . . . . . . . . . . . . . . .... . . 2 (2 AWG�10, PV Wore, 600V, Blodc Voc* =500 VDC Isc =15 ADC (7 (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC (1)Cond4it Kit.3/4' EMT ... . . . . . ... . . . . . ... . . . . .. .. ...... . . CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER J B-0262442 00 PREMISE OWNER DESCRIPTION: DESIGN: ���� CONTAINED SHALL NOT BE USED FOR THE BEARER, FRANCIS BEARER RESIDENCE Pedro Villolpando .SolarCity. BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 40 BAYBERRY LN 6.24 KW PV ARRAY r�, PART TO OTHERS OUTSIDE THE RECIPIENrs MoouIE COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive.Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-260PD05.18 �: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER-- PAGE NAME 7: (650)638-1028 F: (650)635-1029 PERMISSION OF.SOLARCITY INC SOLAREDGE SE6000A—USOOOSNR2 (508) 420-3616 THREE LINE DIAGRAM PV 4 12/22/2015 (8B8)—SOL-CITY(765-2489) www.Warcitycom Label WARNING:PHOTOVOLTAIC POWER SOURCE • •n: Label Location: .• • _ • WARNING WARNING ' Code:Per Code: Per Code: Per NEC ELECTRIC SHOCK HAZARD NEC � ELECTRIC SHOCK HAZARD 690.31.G.3 DO NOT TOUCH TERMINALS 1 THE DC CONDUCTORS OF THISNEC 1 Label Location: TERMINALS ON BOTH LINE AND - "PHOTOVOLTAICSYSTEM ARE - • � LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS PHOTOVOLTAIC DC BE USED WHEN Code: •- IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC DISCONNECTPer ••1 Label Location: Label • • PHOTOVOLTAIC POINT OF -• MAXIMUM POWER-_ (DC) INTERCONNECTION _ A WARNING: ELECTRIC SHOCK •• POINT CURRENT(Imp) Per Code: HAZARD. DO NOT TOUCH NEC '•1 690.54 MAXIMUM POWER-_VNEC 690.53 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 SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc)_ AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT A�AXIMUM AC Latiel Location: OPERATING VOLTAGE V WARNING ' Per ..- NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED 1 NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: SECOND SOURCE IS NEC 690.64.13.4 PHOTOVOLTAIC SYSTE�A Label • • WARNING ' Per Code: Label Location: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' '• TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTENI 1 • IN THE OPEN POSITION CIRCUIT IS BACKFED 4 ' DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Code:Per INVERTER OUTPUT Label Location: CONNECTIONNEC 690.64.13.7 PHOTOVOLTAIC AC • DO NOT RELOCATEDisconnect DISCONNECTPer Code: THISODEVCERRENTConduit NEC 6.1 - :. Disconnect(D): Distribution Panel (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A 'C)(PO OPERATING CURRENT Load AAAXIMUM AC OPERATING VOLTAGE V (M): Utility Meter NEC 690.54 I): Point of • • •)N I M A Z I IM M 0 121XkZ4,',TA02R.1 A 1 • i y i ''SoiarCity ®pSOlar Next-Level PV Mounting Technology '`,�-SoiarCity ( ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs "ZI-- up-roof - Leveling Foot Qu oat Zep Intertack (Key side 9rwen) Part No.850.1172 T tew ng root r ETL listed to UL 467 Zep CanpacibkpvModule _ y _ %. o Zep Groove Root Attachment ArrvyWrit Comp Mount ice. Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 N G Description jPV mounting solution for composition shingle roofs y'•°°:;� Works with all Zep Compatible Modules °pMPpr Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" �L LISTED Interlock Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 , • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.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.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solars 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 ZepSolars products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolars products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM i . solar=@ " - solar=@e SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P3S0 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 / P400 INPUT Rated Input DC Power•'I 300.......................350....................... �.......... ....W...... - ............................................................ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 •60 80 Vdc ... MPPT Operating Range ........8•.48 ..........8..60 8 80 - . Maximum Short Circuit Current(Isc) 10..................................... ...Adc.... •'••.: Maximum DC InputCurrent..................................................................................12:5�..................................... ...Adc..... Maximum Efhaency ....................................................................................99:5 ....%...... .. ............... ...................................... . }. •. V Weighted Efficiency 98.8 % - - Overvol[age Category II V OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maxim um Output Voltage 60 Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE • - "x` '� + EMC FCC Part15 Class B,IEC61000-6.2,IEC61000-6-3 J•p Safety IEC62109-1 class II safety),UL1741 - ...... RoHS Yes INST - NSTALLATION SPECIFICATIONS .. _ - Maximum Allowed System Voltage 1000 Vdc 141x212z405/5 SSx834z159 MT in.. ".•T Fs`�. f-. Weight(including cables) 950/2.1 gr/Ib -?, fr Input Connector MC4/Amphenol/Tyco ................. ........... - • - Ou[ut Wire Type/Connector Double Insulated;Amphenol _ ...................................................................... ....I............. ............. Length ......0:95/3:0........I........................12/39 m/h.... Operating Temperature Range....................................................................:40;+85/d0_+185............................ .... C/�F.... Protecnan Ratin TP6 /NEMA4 Relative ...................................................... Humidity .....................................q.-.100..................................... ....%...... ...................... - "'PnLLM Stt power al Inc�mEule.MaEuk al up to.5%pwn tolonrcc albweE. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V f PV power optimization at the module-level Minimum StringLength Power Optimizers) 8. 10 18 ........... ....4?............................................................................................................................................... Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 ...............................................................2. ..................................................... Maximum Power per String 5250 6000 12750 W h - Superior efficiency(99.5%) ......................................................................................................... ............ ..................... I 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 1 USA - GERMANY - ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us i -a THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-P• (Wp) 245 k 250 255 260 • 941 Power Output Tolerance-P,nws(%) 0-+3 30.6 THE Timamount Maximum Power Voltaget-1 (V) 8.2 I 8.27 r 8.37 ( 8.50 8OF Maximum Power Current-I.vr(A) 8.20 8.27 8.37 8.50 a Open Circuit Voltage-Voc(V) 37.8 = 38.0 38.1 38.2 Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 sruawc wrr n MODULE g Module Efficiency qm(%) .AIT ( 15.3 1 15.9 STC:Irradiance 1000 W/m'.Cell Temperature 25•C Air Mass AMI.S according to EN 60904-34-3. Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-1. 0 b sO o Y[ ELECTRICAL DATA®NOCT MaximumPower-P-(Wp) j 182 186 ) 190 193 I 60 CELL /�V E L L j f Maximum Power Voltage-V-(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE ! tea„ �,� Maximum Power Cvnent-lw (A) j 6.59 t 6.65 6.74 i 6.84 A A 'Open Circuit voltage(V)-Vac(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME f r.or Short Circuit Current(A)-Ix(A) 1 7.07 J 7.10 � 7.17 1 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C.Wind Speed i m/s. 245-26OW PD05.18 Btz lso ) Bock View 4 POWER OUTPUT RANGE MECHANICAL DATA Solar cells i Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution ( ) Cell orientation 60 cells 6 x 10 1 / Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 0 �� -!" Weight 21.3 kg(47.0 lbs) MAXIMUM EFFICIENCY Glass 3.2mm(0.13 inches),High Transmission,AR Coated Tempered Glass ) -` A-A Backsheet White ` Good aesthetics for residential applications Frame t Black Anodized Aluminium Alloy with Trinamount Groove / J-Box IP 65 or IP 67 rated 1 - ���` f I-V CURVES OF PV MODULE(245W) 1 0�+3% Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), t to.. 120D mm(47.2 inches) t POWER OUTPUT GUARANTEE 9m WJ B- Fire Rating Type 2 Highly reliable due to stringent quality control a'mW/ 6m • Over 30 in-house tests(UV,TIC,HE and many more) v 5m As a leading global manufacturer r ) • In-house testing goes well beyond certification requirements 4.. t»W/;' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ��.� 3.m products,we believe close 2m �/m' Nominal Operating Cell 44°C(t2°C) Operational Temperature i-40-+85°C p Temperature(NOCT) I Maximum System 1000V DC(I ) Cooperation with Our partners o.4° Temperature Coefficient of P°w -0.41%/°C Voltage 1000V DC(U Q is critical to success. With local om tam 2o.m 30m 4om presence around the globe,Trina is voltoge(v) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service �� to each customer in each market Certified to withstand challenging environmental Temperature Coefficient of Isc 0.05%/°C and supplement our innovative, conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable • 400 Pa snow load WARRANTY partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial collaboration with 25 year linear Power warranty installers,developers,distributors (Please refer to product warranty for details) a1 and other partners as the - backbone of our shared success in CERTIFICATION J driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m > a 10 Year Product Warranty•25 Year Linear Power Warranty m c Sus Modules per box:26 pieces z Trina Solar limited www.trinasolar.com 4A �T Modules per 40'container:728 pieces 3t00% Addl =J ® = Hor,al vol0e fro, ELL} EM 090% irlgagolorillneajW n o arr0 t. CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. taMP4t, 0 ®2014 Trino Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Trinasolar BD% ' __ Trinasolar change withoufnotice. o Smart Energy Together Years 5 10 IS 20 25 Smart Energy Together 0 Trina standard 13 Industrystand:ud THE Trinamount MODULE TSM-PD05.18. Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA l$SIC unit:mm Peak Power Watts-Pi (Wp) 250 255 1 260 265 • 94, Power Output Tolerance-Pw,x(%I 0-+3 30.8 THE Trina ou Maximum PowerVoltaget-1 (V) 8.27 8.37 8.50 8.61 N� o OOx Maximum Power Current-IMvr(A) 8.27 8.37 8.50 8.61 "^^xn^TE c Open Circuit voltage-Voc(V) 38.0 38.1 38.2 38.3 Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 ws*uswc rarE MODULE Module Efficiency qm(%) .Air i 15. 159 16.2 STC:Irradiance 1000 W/m2.Cell Temperdture 25°C Air Mass AM1.5 according ding to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. a ELECTRICAL DATA®NOCT O Maximum Power Volt.Voltage -V 18. 190 i 193 197 CELL I 'Maximum Power Voltage-Vn,P(V) 28.0 28.1 28.3 28.4 MULTICRYSTALLINE MODULE Maximum Power Current-l-(A) 6.65 6.74 1 6.84 6.93 seuarouxowc"ou: ' . A A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 Poos.IB WITH TRINAMOUNT FRAME "DR^NH0E Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 ; 7.35 NOCT:Irradiance at 800 W/m2.Ambient Temperature 20°C,Wind Speed I m/s. 25�0-265W B,2 Bock view MECHANICAL DATA POWER OUTPUT RANGE solar cells Multicrystolline 156 x 156 mm(6 inches) Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution ww.r..�� Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) •�y/, � __ - Weight 19.6 kg(43.121bs) . v 0 Glass 3.2 mm(0.13 inches).High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY Backsheet White _...\\ A A Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications 1-Box IP65orIP67rated '1 v�/y / Cables ;Photovoltaic Technology cable 4.0 mm2(0.006 inches2), 0 All+3/O -- 1200 mm(47.2 inches) I-V CURVES OF PV MODULE(260W) Connector H4 Amphenol POSITIVE POWER TOLERANCE Fire Type i UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control &� �/�n.I • Over 30 in-house tests(UV,TC,HF,and many more) T0° As a leading global manufacturer In-house testing goes well beyond certification requirements ' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic PID resistant 6 �� Nominal Operating Cell ) Operational Temperature -40-+85°C products,we believe close 3 W Temperature(NOCT) 44°C(t2°C) cooperation with our partners Maximum System IOOOV DC(IEC ) is critical to success. With local 2M Temperature Coefficient of Pwx -0.41%/°C Voltage I000V DC(UL) presence around the globe,Trina is 100 Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating ISA able to provide exceptional service 000 WA to each customer in each market Certified to withstand challenging environmental o 10 .0. so Temperature Coefficient of Isc 0.05%/"C and supplement our innovative, conditions •.n,'m reliable products with the backing \ it • 2400 Pa wind load of Trina as a strong,bankable • 5400 Po snow load WARRANTY partner. We are committed CERTIFICATION 10 year Product Workmanship Warranty to building strategic,mutually 25 year Linear Power Warranty beneficial collaboration with installers,developers,distributors c VL o Co. (Please refer to product warranty for details) < and other partners as the LISTED ` us n backbone of our shared success in r driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY C � Eo- EE PACKAGING CONFIGURATION 2 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces z Trina Solar limited W' www.frinosolar.com Modules per 40'container:728 pieces m 100% a Adtllffohol e valu�ro,,, 9 a0% $afar 3 ffnecr WCrf0,lfy CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. LONP47i9 ®2015 Tdno Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Trinasolar 80% ; _ Trinasolar change without notice. s Smart Energy Together Lean s 10 Is zo 2s Smart Energy Together0usr9�� • ■Trina standard Indusrrystandard solar=gg Single Phase Inverters for North America soIar= e e • SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US I SE5000A-US I SE6000A-US SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT SolarEdge Single Phase Inverters . Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400.........VA ........................................... ................ ................................................ .................i0000.@zaov ............... ........ - Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America ........................................... ................ ................545o@?40y.................. .................10950.�asov...... ............. .. ......... AC Output Voltage Min:Nom:Max.l'I SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-229Vac ........................................... ................ ................................................ .................................. ............................. AC Output Voltage Min:Nom:Max!'' ✓ 01 SE760OA-US/SE1000OA-US/SE1140OA-US 211-240-264Vac ........................................... ................ ................................................ .................................. ............................. AC Frequency Min.Nom:Max.l" 59.3-60-60.5(with HI country setting 57-60:60:5) Hz ...... . ................ ........... 24 @ 208V 48 @ 208V Max Continuous Output Current 125 16 25 32 47.5 A ....................... .... . ........21,�!a 240V ........................... ...42,(a1,240V, GFDI Threshold - 1 A ........................................... ..................................................................................................................................... '� }d Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT r.„s pverYe� , Maximum DC Power(STC) 4050 510o 6750 8100 10250 13500 15350 W f�• n`.�,` ........................g................. ................ ................................................ iJ1 Transformer-less,Un rounded ............................................. Yes ....................................................... .... .............................................. ............ ........ ... ..... Max.Input Voltage 500 Vdc i"m feats , Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc � F v ` .............. ......... ................ ........... 16.5 @ 208V 33 @ 208V Max.InputCurcenda' 9.5 13 18 23 34.5 A ........................................... ................I.................15:5.�p1240V..I................I................I..30;5,�p)•240V..I............................. as Max.Input Short Circuit Current 45 Adc ........................................... ................................................ ....................................................................... + Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity ..Maximum Inverter Efficiency.......... ......97.7.... ....98.2.... 98.3 98.3 .98 ... . ....98..... . ..98.... ...%..... . . ............................... ............. ................................................. .................................. ............................. 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ................98.�°.240V .................975 @ 240V.. ............................�. Nighttime Power Consumption <2.5 <4 W ( ADDITIONAL FEATURES i Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) ( ........................................... ..................................................................................................................................... Revenue Grade Data,AN51 C32.1 Optional"' 111 r . ......................................... ..............:....................... ................ ..ti.T ..................................................................... Q Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed'°' STANDARD COMPLIANCE _ + Safety UL1741,UL16998,UL1998,CSA 22.2 .(, Grid Connection Standards IEEE1547 ..Emissions............................ .................................................FCC pa.. class B INSTALLATION SPECIFICATIONS . I f - —_ -.y •,I AC output conduit size/AWG wn�e 3/4"minimum/16-6 AWG 3/..minimum/8-3 AWG ................................. .. ........................................................ ..... .. . ....im ... ... ............ ..... DC input conduit size/p of strings/ 3/4"minimum/1-2 strings/ ( - I 3/4"minimum/1-2 strings/16-6 AWG AWG.rang?............................. ..................... . 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5 x 12.5 x 7.2/775 x 315 x 184 .............................. .............. ..... 775 x 315 z 260 mm... s't Weight with Safety Switch............. ..........51.2/23.2..........I...................54.7/.24.7.. ...............................88:4/40:1.............lb/.kg... Natural - convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ............ise.................................... ...............................<..25.................................. .rePlageable).......... 50. ............................d... . No .. ...................................... ................................................................... ................................................................. Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature -13 to+140 It-25 to+60(-40 to+60 version availablelsl) 'F/-C Superiorefficiency(98%) Range................................... ...................................................................................................................................... Protection Rating NEMA 3R _ Small,lightweight and easy to install on provided bracket "'For other regional settings please contact SolarEdge support. to A higher current source may be used;the Inverter will limit its input eurrem to the values stated. Built-in module-level monitoring MRevenue grade irrverter PIN:SEmuA-U5000NNR2(for 7600W ImerterSE7600A-US002NNR2). M Rapid shutdown kit PIN:SEI000-1150-S1. Internet connection through Ethernet or Wireless pt 40 version PIN:SE—A-USOOONNU4(for 7600W ImerterSE7600A-US002NN1.14). Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only j } Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1RoHS sluts USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.solaredge.us 1 OPTIMIZED .1.trademarks or iogIstered trademarks of SolarEdge Technotog,es.lol.All other IJema,�s inen'soned here- I'