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0657 OLD STAGE ROAD
` r � � s W F G _. 'c• y est v.N iD ?' M 2r.t y � � ^.Y n i .<., u o g w o o ° i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 3 Application # Health Division Date Issued J Conservation,Division Application Feel Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village �Gn`�rv� k`-e r Owner Wc6(Ie— C6t��) c n �,.i GP&I ,O llAIT.Address 6S'? Telephone �U`�3. �j . S�►grX�'��-.r. l c : IY� -u� to Permit Request Shc wn��S cra, R,vS' br �Sh �"kSz S x y 1 �1Cc�dJIC 5 Gi is E tn Ui4� V\' tv 6C AG S- V,�) , 3 P,(,-n e- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation b ISM UDC Construction Type �- Lot Size Grandfathered: ❑Yes A`-No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure • Historic House: ❑Yes ❑ No 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 Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other = 4entral Air: ❑Yes ❑ No Fireplaces: Existin New Existing wood/coal stove: e Yes ❑ No ,C,7etached garage: ❑ existing ❑ new size'!► Pool: ❑ existing ❑ new size tBarn � existing�❑ n-e-W size0l_ Attached garage: ❑existing ❑ new si hed: ❑ existing ❑ new siz Other' — Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w ' Commercial ❑Yeslo If yes, site plan review # A _ , w Current Use � 1 ✓1�1 Proposed Use Oic, APPLICANT INFORMATION (B'UILDER OR HOMEOWNER) NameI� � �aS/►1 Telephone Number• r 0 �3 Address p4,S License # is V07 "66 Home Improvement Contractor# Email Worker's Compensation # 1 .Cl E94>6=/52) ALL CO TRUCTION DEBRIS RESULTIN toM THIS PROJECT WILL BE TA EN TO C L� c ,i SIGNATURE DATE Gcvw� �S f FOR OFFICIAL USE ONLY i '1 i APPLICATION # DATE ISSUED MAP/ PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME } INSULATION s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING : t DATE CLOSED OUT ASSOCIATION PLAN NO. k ' i f PPA II A-i,ENDMENT Cisterner dame ar.•d Address Installation Location. Date Michelle M Spagone 657 Old Stage Rd 10/13/15 657 Old Stage Rd Centerville,MA 02632 Centerville,MA 02632 Your system design is complete and you are on your way to clean,more affordable energy.Based on the information in your System design,there are some amendments we need to make to your,Power Purchase Agreement(the"PPA").The amendments are as follows: We estimate that your System's first year annual production will be 6,637 kWh and we estimate that your average first year monthly payments will be$69.13.Over the next 20 years we estimate that your System will produce 126,619 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Michelle M Spagone Power Purchase Agreement Amendment Signature: snti Date: 10 \l'>i 1, SolarCity approved Customer's Name: Signature: Signature: Lyndon Rive, CEO Date: Date: 9/10/2015 Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License ARIA HIC 168572/EL-1136MR a n■ Document generated on 9/10/2015 i108281 . r 1' �' �t .� ` - r" fig. �} • " h. FP " OWNER'AUTHORIZATION Job ID: OZ G 187-S- Location: to CID as Owner of the subject property ,t. hereby authorize SolarCity Cora-HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signature of Owner: Date F - ♦ i„ - + f T , 14:St Marrn Dry,,,a EmIcHng 1 Unit..;W MarlWough MA 01752 T (888}.SOL-CITY F 5e08'f 46070314'SOLARCITY:COPi9-<, + A?ROC`Ld$JJl',-A GScff R$.?I43 CO �SiS_fT kiis OS.i.77..,�C HIS I.UI!dyol CC Hii?ilL.}dE,..},I Cr..:!,'7�,� _ h1 H rt >i,M.6,4ICI •.4-8.N„34NO 16f.16�C..Pkf V,Li?..::i3Hi I.OR C—P (14TAI pp:077 43,:F'f.Ti3CC. I M+raaaenu�tr t�cuM+i4r�et Of hube�.AstcYtlr 804M of Ouffdwno Regimatwo arW Eta epr ::ca:e�rs CS-10861E JASON PATRY 921 STEWART DRIVE - Abington MA 02351 ��i..��.Qfe�. 1• ,�fNSn . ....�.� 0210 12019 Office afCommmer Affmin&flusinen Eftalydoo HOME IMPROVEMENT CONTRACTOR I R Rogtatmttan: Joe= Typo " Eicptratfon: 31=17 Supp%nnom SOLAR CITY CORPORATION I JASON PATRY 24 ST MARTIN STREET BLD 2UN1 — &AkBOR000K MA 01752 Uodteuerebry i The CommomwearXth of Massackusdits Department of IndustrtarlAcclden& 1 Congtress Street:Smite 100 Boston,MA.02114--2017 www.mass.gav/dM Workers'Compensation Insurance AfI'ft t:Builders/CsntradamiElectrkism/Plumbers. TO BE TILED WITH THE PRRiI 17TING AUTHORITY. Atseticsnt Infgr�atian Please Print Legi6ltr_ Alatlie(BwinesstDrbunizalion/lndividuat): SolmCity Corporation Address: 3055 Ciearview Way City/State/Zip; San Mateo,CA 94402 Phone#: (888)765-2489 Are you an employer?Cheek the appropriate Lox: Type pf?project(regained): I.©1 am a employer wi6t 15,000gnployecs(full a,�dlor fart-ti�}.x .7. []New consh'uction 7-C]l mn a sole proprietor or padmaahip and hate no employees tewi:ing for me in 8. Rernodoling airy capacity.[Na vwrkea'comp.insurance required{ 3.JJ l am a hwneov cr doing all work myscll lNo,workes'coM.insurnnce required j r 9. ❑Demolition 4.[][am a ttottawwnar and will be hiring contractors to conduct all work on my property. I will I O 0 Building addition ensue that all&Wractm dither lave warker;'eampensation insuranceorare sole 11.[]Electrical repairs or addif{ons proprieors with no ctnployem 12.a Plumbing repairs or addhions So I am a gerxxal,contractor and I fart hired the srtlrcxratractots listed on the attached sue. I3.❑Roof repairs These orb-wnt�actars have employees and Bane workras'comp.hm aaae3 b.Q We are a corporation and its officers have exercised tlxir right of excntption per MGL c. 14.[Z]Otlter soar panels 15Z§r(41 and we have no employees,[No SYolkers'calirp.insurance raquir d.1 *Any appU d that checks box ill mast rdso till out the section btlow shorting Their,%Vd;M'compeasatian policy infonnation. *I kM"WMs uto submit Ibis anidavil imucaing they are doing all wcri,and then hue outside.contractors mint sWntrit a new Adavit indicating streh tConuactos that check this hoc.mist atteelatd an inklitional shed slowing the Demo of tiro sub-owittacim and Mft whether or runt those entities fare employc es, if tlrc sub-emnimctors lit we emphracs,they tumt provide their wdrkeo'wrap.policy nunftr. 1 ami an employer drat is providing workers'compensation insurance for my employees. Bdow is the palicy and job site injorma0vra Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lic.0: WC0182DI5-00 Expiration Date: 9/1/2016 job Site Addrm.. 657 Old Stage Road City/StatvZip: Centerville,MA 02632 Attach a copy of the workers'compensation pollee deelaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment,as wet I as civil pc alges in the form of STOP WORK ORDER and a fine of up to S250.00 a day against The violator.A copy of this statement may be forwarded to the office of lnyestigations o f the DIA tar insurance coverage vorification. I do hereby certi under the pulps and penaltlrs of perjury drat the lisformatlon provided above Is true and correct (Jason Palr - December 10,2015 =Phe Of tcial use only. Do not wrlie by this area,fa be completed by city or tanw o,�flelaL City or Tom a! PerwitlLicense# Issuing Apthority(circle ode): 1.Board of Health 2.BoUding Department 3.C'tty/Town Clerk 4.Electriesd Inspector S.Plumbing htspector 6.other Contact Person: Phone#: ACORLJ DATE IMMNDW" �- CERTIFICATE OF LIABILITY INSURANCE 08/1712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT'S UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TMS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION 1S WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Neu of such endorsement(s). PRODUCONTACT MARSHRRIISK&INSURANCE SERVICESPHONE 346 CALFORNIA STREET,SUITE 1300 -Erdt ......... . . ................... .. ........... .. A No. CALIFORNIA LICENSE NO.0437153 SAN FRANCISCO,CA 94104 AOR:Shannon Stott 415-743-8334 ................. _........-..�NSURER(S)AfFORDINU COVERA[iE,.. _ _ • NAICtF 998301-STND-G0W(IE-15-16 INSURER A:Zurich Aowdcan 1nswanw Company 116a35 - INSURED INSURER S .N .........._...................._.. ._. ......._..... ..._.. .. .__._ ;NIA Sda0y Corporation 3065 ClwNew Way INSURER 0:NIA 4ilA San Mateo,GA 94402 ..---'--..-._._.....__....... ................... _..._.._.._. INSURER D:American Zurich Insurance Company A0142 INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-00271383&4S 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- INsn�.._ _..._ _.....TADDLT8UHIi... ......................._.. _........:. ...... ...POLIGYEFF POLIGYEXP --- ---- ......_.._.._. ...... ........ LIYt} TYRE OF INSURANCE I ICY NUMBER MMlDD MMlDWYYYY EACH OCCURRENCE LIMITS$ 3,000 A X 'COMMERCIAL GENERAL LIABILITY GLO I MED EX 0182016-00 09I0112015 0910112016 _ _000 �..._ . I D M1MAAGE TO RANTED . lCLAIMS-dIADE n OCCUR PRE I$E$-,{Eel].,, S 3,000,8D0 X SIR:$250,000 I 5,000 IP(Any one.person). . S.. PERSONAL&ADV INJURY S 3+WC.= GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S _ �� X POLICY JEC 1...., LOC PRODUCTS-COMPIOPAGG OTHER, S A AuroMOBaELIASILJTY SAP01112017.00 09AII2015 109101120116 COMBINED SINGLE LIMIT S 5,600,000 Ix ANYAUTO i BODILY INJURY(Per person) SALL OV1RdED SCHEDULED AUTOS X AUTOSBODILY INJURY(Per scciderd) S HIRED AUTOS X... AUITO�SNTtED I I i �Pe�r ci�e!Il1 ACE.......... S COMPICOLL DIED: S $5,000 OCCUR UMBRELLA LAD I EACHOCCURRENCE S� I ,,.,. EXCEBSLIAB HCLAIMS-MAOF ! - AGGREGATE S OED i RETENTION$ S D WORKERS COMPENSATION [WC0182014-DO(AOS) 09101 015 109101016 X I PER OTH• AND EMPLOYERS L1At31LrfY '4?ISTUTE -_Eft. - ---.,...--•- A YIN M'C0182015-W MA OW015 .0910112016 ANY PROPRIETORlpARTidERIE%ECUTIVE ( ) , E.L.EACHACCIDENT S 1,000,000 OFFICERRAEMBER EXCLUDED? MIA I —-- (Mandalwy In N►) wC DEDUCTIBLE:$5W,000 _....._ .....00,0 0 I I!yea,descrfbe under 1 E 1.DISEASE-EA EMPLOYEE S 1,000,000 OESCR ION OF OPERATIONS below ! E.L.DISEASE-POLICY LIMIT $ 1,00D,000 DESCRlP7rWN OF OPERATIONS I LOCATIONS I VMCLES IACORD f9i,AddMonal Remarks Scheduis,may bo atliichod It more&Mee B requkedl EYldence of tnsuiance. CERTIFICATE HOLDER CANCELLATION SdaiCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055ClealylewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED KEPRESENTAT IM of Marsh Risk rR Insurance Servim Charm Marmolejo - 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2(H4101) The ACORD name and logo are registered marks of ACORD ` Version#49.2 �oolarC�t Y September 9, 2015 Project/Job#0261825 RE: CERTIFICATION LETTER Project: Spagone Residence 657 Old Stage Rd Centerville, MA 02632 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II , -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MPl: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 13.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19069 < 0.4g and Seismic Design Category(SDC) = B < D 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. OF N# Digitally signed by Kyle Jackson CKSON Date:2015.09.0915:45:51 -06'00' 0 CIVIL N No.51873 Kyle Jackson, P.E. ��d 9F�rs-T Professional EngineerOi�+At ��' T: 888.765.2489,ext. 51520 email: kjackson@solarcity.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 CSL8 888104,CO F.0 8041.01 HIC 0032778,DC HIC 71101486,DC HIS 71401488,HI CT-29770,MANIC 166572,PAD MHIC 128948,NJ 13V1i0616060Q OR CCS 160498.AA 077343.Tx TDLR 27006,WA GCL,SOLARC'91907.0?013 Solaraty.All righls resarosd. r 09.09.2015 Version#49.2 v � o_D ;�O'a�.C't PV System Structural ; o•��� y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project,Name: .—;_Spa gone_Reside nce__ ___ AHJ: .� Barnstable�_ Job Number: 0261825 Building Code: a MA Res. Code, 8th Edition ry_ Customer Name_ _ ��Spagone, Michelle m_� _ Based On; . IRC 2009./IBC 2009 Address 657 Old Stage Rd ASCE Code ASCE 7-05 City/Stat_e. Centerville,_ MA„.. Risk Category_ 0' `» _ =°III .,� Zip Code 02632 Upgrades Req'd? Now 1.666666 eLatitudJLongiude 70;357009 StampReqd? _______.SC Office: _e C� W,_ F esi ner Coo er 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 = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D .i 2-MILE VICINITY MAP ♦ 4 • • • . ..- 90 Mlime M .- 657 Old Stage Rd, Centerville, MA 02632 Latitude:41.666666,Longitude: -70.357009,Exposure Category:C r STRUCTURE ANALYSIS - LOADING SUMMARTAND MEMBER CHECK- MP1, Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 12.94 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.A2 Re-Roof No Span 4 S. 21.39 in."3 Plywood Sheathing Yes San 5. Ii, 98.93 in.A4 Board Sheathing None Total Rake Span 16.04 ft TL Defl'n Limit 120 Vaulted Ceiling No PV,1 Start:". 2.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.25 ft Wood Grade #2 Rafter Sloe :. m 320 2 PV 2 Start "a Fe° r ' 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing ,:. Full PV 3 Start E 1400000 psi Pot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 8 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.18 13.0 psf 13.0 psf PV Dead Load PV-DL 3.0 psf x 1.18 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL SL''2 30.0'psf; x 0.7 1 x 0.45 _21.0 psf',,: 13.5 psf Total Load(Governing LC TL 1 34.0 psf 30.0 sf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.35 1 1.1 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 25 psi 0.7 ft. 155 psi 0.16 D+S Bending + Stress 468 psi y -_7.1' . 1273 psi 0.374 D+ S Bending - Stress -8 psi 0.7 ft. -440 psi 0.02 D+S Total Load Deflection 0.25 in. 726` . "`7aft.., '* 2 1.53 in. I. L 120017 :; D+S 1 Y [CALCULATION-OF DESIGNTWIND LOADSMP1 Mounting Plane Information Roofing Material Comp Roof _ __ _ �._._ t -- _ — PV System Type S61arCity SleekMount Spanning Vents _ No Standoff Attachment Hardware _ Y Comp Mount Tvoe C '- Roof Slope 320 Rafter.$pacing___�_ _ _ _ _ s - 16"O.C. Framin T e Direction Y-Y Rafters Purlin,Spacing �X-X Purlins Only z; .s NA -. _ Tile Reveal Tile Roofs Only NA Tile,Attachment System `ry= _ ;Nile Roofs Only - - _ .Stwndinq SearnjTrap 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_ __--—_ . _ __ ._ _ -- __ Section 6.5.6.3� Roof Style —__—Gable Roof _ Fig_.6-11B/C/D-14A/B Mean Roof Height h 25 ft� Section 6.2 And Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor 1. Krt _.„ 1 00 Section 6.5.7 M -: Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor =7., I 1.0 Table 6-1 f — Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable.Cantilever Landscape 24" _ NA Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib _ 17 sf _ PV Assembly Dead Load W-PV _ 3.0 psf Net Wind U lift_at Standoff_ r T-actualw — -- -387 Ibs --"' _p Uplift Capacity of Standoff _ T-allow 500 Ibs Standoff Demand/CapacityTg DCR 77.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever , . . ._ Portrait _ x Standoff Configuration Portrait Staggered Max Standoff_Tributary Area' Trib _ 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -484 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 96.8% TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 191 .q GEOBASE ID 11463 ' ADDRES3E ROAD PHONE - I CENTERVILLE - _ ZIP LOT 7DO5 W PA BLOCK LOT SIZE--- DBA DEVELOPMENT DISTRICT CO PERM - --"' 1 3 DESCRIPTION 24X14 ADD/ADD 2ND FL f. TITLE CERTIFICATE OF OCCUPANCY PERMIT TYPE CONTRACTORS: ARCHITECTS: Department of Regulatory Services 1TOTAL FEES: $25.00 'BOND $.00 tNE CONSTRUCTION COSTS $.00 752 ALL BUILDING MOVES 1 PRIVATE p J * BM MSTABLE, *I MASS. } 1639. A� 1 ED NIA i w., BUjhD1,NG�- SION DATE ISSUED 01/14/2005 EXPIRATION DATE Y u Y4 � �� 4 TOWN OF: BARNSTABLE Y PARCEL ID 191 065. i • GEOBASE ID 11463 ADDRESS 657 'OLD`ST`6i ROAD r` PHONE CENTERVILLE ZIP - �F. R 22 Ft !. 25 LOT 49 & A BLOdK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT ,- '�.17 DESCRIPTION 24X14 ADD/ADD 2ND FL PERMIT TYPE $TCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: De artin•ent Of ' ARCHITECTS: Regulatory ator Services $25.00 TOTAL FEES: > g y BOND � CONSTRUCTION COSTS $.00 752 ALL BUILDING MOVES 1 PRIVATE 0 * BARNSTABLE, MASS. ED MP'�A b s Bid L INN ISION BYE , DATE ISSUED 01/14/2005 EXPIRATION DAT 4 ;. TOWN OF BARNSTABLE A - BUILDING PERMIT PARCEL,ID 191 065 •GEOBASE ID 11463 ADDRESS 657 OLD STAGE ROAD '`.,a PHONE CENTERVILLE _ ZIP LOT w 49, A t f BLACK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT TYPE *tADDI TITLETPTTON BUILDINGAPETRMITNADDITION FL. CONTRACTORS: D.G. BUILDING CO. INC. Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $752.42 BOND $.00 ve CONSTRUCTION COSTS $199, 168.00 I 434 RESID ADD/ALT/CONY i PRIVATE I?*,0�" * BAMSTABLE, MASS. I BUILDINGDIVISION DATE ISSUED 05/11/2004 EXPIRATION DATE. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- I 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. I MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST'BE RETAINED ONJOB AND- 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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 6FoD (flay G :I c�1 2— S I 3 1 HEATING INSPE 10 APPROVALS ENGINEERING DEPARTMENT k 2 BOAR �OH LTH 85 OT R: gTE PLAN REVIEW APPROVAL C ,o J Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A) 01 1/ *0 WORK SHALL NOT PROCEED UNTIL PqhMIT 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 DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. - NOTED ABOVE. TION. Y t , ti• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division 11 �lJA41Ao � Date Issued Conservation Division 0 C, -W Application F Tax Collector �In,/ Permit Fe 1��T Treasurer Q SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address Village Owner I -C.._ Address _ 7_ `L Telephone Ito Z.2 Permit Request R-,& a Al Square feet: 1 st floor: existing proposed 3 2nd floor: existing _ proposed LI Z 7 Total new -7 4 Zoning District ('2S �; Flood Plain Groundwater Overlay Project Valuation % 40 a Construction Type W 001 ,,,,,e, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Z1 Two Family ❑. Multi-Family(#units) Age of Existing Structure Historic House: O Yes 1ffNo On Old King's Highway: 0 Yes IN No Basement Type: Q Full ❑Crawl ❑Walkout D Other Basement Finished Area(sq.ft.) { Basement Unfinished Area(sq.ft) `7&Y Number of Baths: Full:existing new Half: existing new Number of Bedrooms: existing Z new Total Room Count(not including baths):existing G —new _ First Floor Room Count 7 Heat Type and Fuel: ❑Gas 91 Oil ❑ Electric ❑Other Central Air: 0 Yes N No Fireplaces: Existing L New _ Existing wood/coal stove: ❑Yes Al No Detached garage:O existing O new size Pool: Cl existing O new size Barn:O existing ❑new size Attached garage:Cl existing ❑new size Shed:0 existing ❑new size Other: t Zoning Board of Appeals Authorization O Appeal#. Recorded D Commercial 0 Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name ��� Telephone Number (/Z — 7 q Address_Z Z License# C 15 b S 1; 1 Vs MA Home Improvement Contractor# f 3isz� 1. Workers Compensation* L I� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lb, SIGNATURE DATE 112 I D ` FOR OFFICIAL USE ONLY ti t� iPERMIT NO. t r DATE ISSUED * MAP/PARCEL NO. • j (A y t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION l�'l� i � +Y 9 0 e+ FRAME b`� r ff INSULATION 1601t FIREPLACE i- ELECTRICAL: ROUGH FINAL m 00 PLUMBING: ROU @II t Q~ FINAL GAS: ROUC4'H�-- FINAL rTi FINAL BUILDING,J��'sty Gi c r/ /4 - v S =E r- 0 , DATE CLOSED OUT ~ Q ' ASSOCIATION PLAN NO. 7V �� , uada ' xx1YSe.S�'ITy(cant[u gaud trltb g�fl F'uelt prssCrlpt;Yn pxek;get far daa sad7w��saclt}'ttdenti�l guudin� . gcasinglCoating 14i1+X M Y1dl Roar 1�dd . gigrrtt Emo,cn Crlwdna Uling AJ(Y/t� VyY� E•YLlUZI •y { R v Ri &v�1a°t • p�sgo 3101 to 6d04 Hating 1)egrt�Dx� � Karcr�I 13 19 10 Nomurl I1t/, O.40 3$ 19 SQ 10 d 13 AFUE 4 12'h 0.5Z 30 13 Ig la NQrm.4 0.50 13 75 NIA NSA Naacsal 0.36 33 Ig Ig 10 15 AM 7 IStl. 0.46 31 33 3.5 NIA WA ' 11 AFUZ 6 Nocr 4 Y a.IS'h 3 10 a 1g 19 N1A 15'/+ 042 X 13 25 NIA NQM4 0.32 31 f4 NIA NIA 40AFUg Y Igy� 0.42 33 S3 19 10 g01sFU 18Y, 0.42 19 19 t0 z Is"A 0.30 30 f+A AppRE55 OF PROPERTY: • TSRzoR wAL>1s: F00'1'AaE OF ALL EX . ; 1 ,S 3. SQL gooTAaE o ALL GLAz �,. o� o . . %GLAZING}AREA(93 DNmED BY 5 S�Y.,BCT PACKAGE�Q�`�'See chart abavc). OT IERMORE'nvOLvm METRO OF AET Rga-ATTO I, G MgG�REQ�MENTS g�OR�iATIO�i. COTE ARE AVAILABLF,, ASK us FORTHI ` B�,DINO IK S PIl CTOR pLpPROV�L. _ v0, yp s t gdarm=•fl80303a , a.The'Comiruinvea1th of Massachusetts Department of.Xndustrzat Accidents' • 600•Washington Street _ ~ Boston;Mass.. 0211I ., , ' Workers'.Com ensation.insurance davit-General Businesses ON / • r1<'L ,'e•S+w '�t;,i•.�'�.f•��"' 'y S+7.tif6N 4'j^M' � f � '�' .t•S'"• IN ,,'� ,�'•,ya+�'' �'�•, � to IVG� d'" t~ it - r _ address: , «. n r UZ�p �.�. . h e 2•�'�.1��, ' •i state: ,l U � . _ -• w rk site iocatiori full.address : ' []Retail❑RestaurantBaiffl ng establishment I am.a sole prc#rietor and have no On basin s Office[j Salti Cincluding Real•Bstafte,Antos et,.)' in an capacity. vt aidu �' 'lo ees(full fgC' art time I am an em 10 er with '' ///%/ %/%//%/%//.y/�%�//%%%/%% //%////%%//%%%/� • 'ob. , /%%/Gl//l%%�%/%//////////.� e�mveasation for myem� loyees worktn on this j , ,, t; = X loyec providing viprk s ,t : ; t r�,'�5,7't• •L. i !}:'.;}r•:,ti•r: i~•'.' L. 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' iiisiii$iic';fb e rrr..., 'e cove go as required under section MA of MGL 1SZ to$1,500.00 an or can lead to p pa a° a of �Q e day againstnme�Y deratand that Failure to actor enalties�the foz-m of a_ TOP W oae yearal imprisonment as Well as ctldlp • copy o f statement ma he forpvarded to the off of Iavesti ons of the DTAfor coverage verification. and a ai d po es of p t the inf ormatiox,provided above is Eros and corxec I do hereb certify ` ,P Signs f. hone# � ' i-7 t print name official We only do not write in tbis area to completed by city or town official permit/license# O[]Building IleparLicensiag$oard.d city or town: ❑selectmenss office [�•cheekif immediate response is required []Health Department , phone#; []other contact person: (revised Sept ZO) . Information and Il Sty"&* flons' ' G era1 Laws chF pter 152 section 25 xequ ires all employers to provide,Fvorkers' eompe!i ag n fir their. employees: AS quoted'fromthe `law"., an employee is.defined as every person m the service of another under any contract of hire;exPress or ir"P ed; oral or written. I er is defined as an individual,partnership, association, corporation or other legal entity, or any two or Mgre of An emp °y the foregoing engaged'in a�joint enferprise,and including the legal zepresentatives of a deceased,employer, or the receiver or artnershi association or other legal entity, employing employees. 'Howevei••the owner of a trustee of an individual,P . p, dwelling fiouse�vmg,lot more than three apartments'and who resides therein, or the occupanttof the;dwelling house bf another who l spersbns to ilo n ain#epance, contraction or repair work on such dwelling houie.d r on the grounds or bu>7ding aP1? t thereto shallnotb'ecause of such:employmmt.be deemecitobe ati employer.••. f' �eney shah withhold the lssuancc or renewal MGL chapter.152 sectibn 25 also'states fhat'bvery state or local licensin a g b of a license or p ermit to operate a business or to construct buildings in the.cbmmonwealth for any applicant who has not pt-oduced acceptable•evidence•of coznplisan���nt�mto anCe eotltracgfor the performance of p61 nblio woxk unt.�' coijimonwbalthnor. e requ!r any.of its political subdivisions Y acceptable evidence of compliance with to insurance requirements of this chapter have been presented to the contracting authority- Applicants Please �e workers af€davit corrpletely,by checking the that applies to your situation.,Please supply company name, address aril phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department'Of industrial A6cidents•for confirmation of insurance coverage. Also-be sure to sign and date the affidavit. Thedavit should be returned'to the city or town that the application for the permit or license is being requested, not the pepartment o�Tndustdal kccideuts. Should you have any questions regardi i the'"law"or if you are obtain a worker�.'•cvmpensationpvlicy,please call theDepaatd=t at.the number liste�d•below. required to, , . City or Towns Please be sure that the affidavit complete and-printed legibly. The Department has provided a space at the bottom of the affidavit for you to*fll out iri'the event the Office of investigations has to contact you regarding the applicant. )?lease affi6 a to fillip the p�mitniccense number which wDl be used as a reference number. The.affidavits may.be.returned tp• maij 'FAXunless other arrangements have bemmade. the pepartrnentby�. The Office of Investigations would like to thank You in advance for you cooperation and shoiilck you have airy questions, esitate to give us a'call.•• r please do noth The Depa eves address,telephone and r. fax number. ' The Commonwealth Of Massachusetts Deparhnent.of-Industrial.Acdcdents office of Westfpws 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 .n_ �itrn t�n�r.annn __i 'trtC RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 �0 Alterations/Renovations $25.00 - Building permit Amendment $25.00 . FEE VALUE WORKSHEET NEW LIVING SPACE _. square feet x$96/sq.foot= x.0031= �v� . plus (if applicable) ALTERATIONS/RENOVATIONS OF EXISTING//SPACE - (9 square feet x$64/sq.foot= `� (o b x.0031= I U - plus from below(if applicable) �6i GARAGES(attached&,detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf - 100.00 '.. ->1500 sf-Same as new building permit: -square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch (number) Deck _.. x$30.00 - (number) _ Fireplace/Chimney_: . _x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) �Q 2 � 2 Permit Fee f Town of Barnstable o�•txe roy,� • ' , -.� o� Regulatory Services Tlhomas F.Geiler,Director • ate" Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 , Fax: 508-790-6230 Office, 508-862-4038 permit no. Data AFDAVIT CONTRACTORO MINT SUPP MEI[OlYMBIPRNT TO EpjM APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, rovement,removal,demolition,or construction of an addition,to any pre-existing owr�er-occupied imP at least one but not more than four dwelling units or to structures which are adj scent to buAding containing e or building be done by registered contractors,with certain exceptions,along wth i ° er such residenc �• requirements. Estime,ted Cost Type of Wozk: Address of Work: Owner's Date of App I hereby certify that: gegistration is not required for the following reason(s): []Work excluded by law []Job Under S 1,000 , []gadding not owner-occupied []Owner pulling own permit Notice is hereby given that: ORDEALING WITH UNREGISTERED ()YMB,S PULLING THEIR OWN PERMIT CONTRACTORS FOR AllPLICOLY,ROME Il1�P GUARANTY FUND UNDER MGL 142A. ACCESS TO THE ARBITRATION PRO GRAM, • SIGNED UNDER?BNAlnIy OF PE Y for apit a t of the o per. Ilzeieby apply ✓ I Daft r N Registrationl�Io. Date 0 is Name flwTME r ti Town of Barnstable Regulatory Services s snxrrsrwsLA ` Thomas F.Geller,Director efl 39. Building Division - Tom Perry, Building Commissioner 200 Main Sheet, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 t Property Owner Must Complete and Sign This Section. If Using A Builder Y �;,��- G,may S P o•g o •R ----- ..;as.Osvne�.of the.subject ptopett7 hereby authorize In all mattexs xelative to work authoiize4b .this building•pe=mit-appltcationtfor: (Addxess f Job) , , a y�lZLe y Suture of owner Date S oti e, Print Name � ✓lze �a.��nwnuea�"o�✓�.Craacr�l,..,.aelta _= Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Ys `g Board of Building Regulations and Standards. _ Registration;: 131526 One Ashburton Place.Rm 1301 g �a Expiration 8/3T2004 '3. Boston Ma.02108 ; Type DBA D.G.Bldg Co. s Dwight Giddings , }r 22 Flicker Lane ' _a _ — Marstons Mills,ma 02648 Administrator of valid without signatu . "✓fze�omvrnooacuea� o�✓�aGaac�zsraeQ`6 ' BOARD OF BUILDING REGULATIONS I f [4} �' License:- CONSTRUCTION SUPERVISOR i � Number:'-CS,' 015048 i Birthdate=02/02%1.952 Expires�02/02/2006 Tr.no: 16838 ( triQ9ti Restncted"00— DWIGHT S GIDDINGS ;i� t F .22 FLICKER LN ` hs MARSTONS MILLS, MR02648 1 Acting o miss' ner �j k x -` _ i LOT 48 LOT N8123'00"E _ B 125, 70 � 75.51tn , - � o DECK _-_HSE._ O rz, = o LOT 24.3 = R o 4 , !-� A LOT o �} 9 .Y. 7�. 86' - 180. 60' N873455"E LOT LOT 50 D o RES. ZONE.- "RC" This MORTGAGE INSPECTION Plan is For FLOOD ZONE- "C" Bank Use Only TOWN: _MA_rT RULLE ____--____-_ REGISTRY OWNER: PAUL_G_-POYANT------------------- DEED REF: _ CTF_86649 _________BUYER: DAyID I _LVIERE __________ - __ ------------ --- DATE: _3111194________________ PLAN REF: _z7e�19_& 32373 G ___SCALE:i"= o_= FT. I HEREBY CERTIFY TO NORTHERN MORTGAGE C0-_Ivc. YANKEE SURVEY __ _ ___ __ _______THAT THE BUILDING �` OF ss CONSULTANTSSHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS a q� SHOWN AND THAT ITS POSITION DOES _ _ CONFORM PAUL TO THE ZONING LAW SETBACK REQUIREMENTS OF THE A. 40B (SUITE 1) IERITf?El�� TOWN OF BZ.RNSTABLE______________AND THAT , INDUSTRY ROAD IT DOES_ROL_ LIE WITHIN THE SPECIAL FLOOD HAZARD ; MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED -n g/19/85 _ ,::^:;' ;,?a TEL: 428-0055 Co unity-Panel 4 .250001 0015 C FAY: 420-5553 _____ THIS PLAN NOT MADE FROM AN" TRUMENT 1.1233 DPC to PAUL A. h1ER[TI}�"PI, PI_S SURVEY. NOT TO BE USED FOR FENCES. ETC. f - �FME'o� The Town of Barnstable . - P` O• BA MASS.LE.0 MASS. Department of Health Safety and Environmental Services T i679• �� � � F p�fOMP'�a Building Division _ 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW A Owner: 2. Map/Parcel: f 9 ( f Project Address:6S S Builder: ,n The following items were noted on reviewing: , 1 m6 Qy� ��,�� -� �-►�� C. ; l ® - . G Sine-. t2 " I ( , V -r n ` l S ir 'n 2 �d -� 1r a r Reviewed by: NJ Date: \5 - J q:building:forms:review 0 V1 BC CALC®2003 DESIGN REPORT- US Thursday,May 06,200410:39 � 0..o w1 S Quadruple 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:F1301 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAL City,State,Zip:,Ma. Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: 1 3 2 Standard Load-40 psf 110 psf Tributary 074)0-00 BO B1 5635 Ibs LL 5635 Ibs'LL 3174 Ibs DL 317CIbs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value—i Trib. Dur. S Standard Load Unf.Area Left 00- -00 14-00-00 Live 40 psf 07-00 00 100% Member Type: Floor Beam / Dead 10 psf 07-00-00 90% Number of Spans: 1 1 wall load. Unf.Lin. Left -00-00 14-00-00 Live 0 plf n/a 100% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 14-00-00 Live 25 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Slope: 0/12 3 roof load. Unf.Area Left 00-00-00 14-00-00 Live 25 psf 14-00-00 115% Tributary: 07-00-00 Dead 15 psf 14-00-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 30830 ft-Ibs 63.0% 115% 3 1 -Internal Dead Load: 10 psf Neg.Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 7563 Ibs 40.9% 115% 3 1-Left Duration: 100 Total Load Defl. U302(0.557") 79.5% 3 1 Live Load Defl. U472(0.356') 76.3% 3 1 Disclosure Max Defl. 0.557" 55.7% 3 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(1-1240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1')Maximum load deflection criteria. M above is based upon building �.\ Minimum bearing length for BO is 1-1/2". 1l code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood L� products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. To obtain an Installation Guide or if Bolts are assumed to be Grade 5 or higher. you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are:1/2 in.Staggered Through Bolt BC CALC®,BC FRAMER®,BCIV, a=2" BC RIM BOARD- BC OSB RIM b=2-1/2„ �b d BOARD- BOISE GLULAMT^" c=4" 1— VERSA-LAM®,VERSA-RIM®, d=24" a VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. C Page 1 of 1 MOISE- BC CALC®2003 DESIGN REPORT- US Thursday,May 06,200410:39 Quadruple 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:FB02 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAIL City,State,Zip:,Ma. Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: 1 2 Standard Load-4O psf 110 psf Tributary 1 �� y+3 -�s„Rx Y• '�- ME- LW� r �.3 eis E."was :_.�`' �w'"- BO B1 6338 Ibs LL 6338 Ibs LL 2425 Ibs DL 2425 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-00-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 15-00-00 Live 0 plf n/a 100% Left Cantilever: No Dead 40 plf n/a 90% Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 15-00-00 Live 25 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 Tributary: 13-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 32861 ft-Ibs 77.2% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 7607 Ibs 47.3% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. L/264(0.681") 90.8% 2 1 Partition Load: 0 psf Live Load Defl. L/365(0.493') 98.5% 2 1 Duration: 100 Max Defl. 0.681" 68.1% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(V)Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. with the current Installation Guide Bolts are assumed to be Grade 5 or higher. and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if you have any questions,please call Connectors are:1/2 in.Staggered Through Bolt (800)232-0788 before beginning product installation. a=2" =2-1"/2" b d b BC CALC®,BC FRAMER®,BCI®, c= 1—� BC RIM BOARD- 4" BC OSB RIM d= a BOARD-,BOISE GLULAMTA°, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and C AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Thursday,May 06,200410:40 Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FB03 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAIL City,State,Zip:,Ma. Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: ,1 Standard Load-40 psf 110 psf Tributary OSMM .. � � x fg � , �� � Sf s,�s t} 2. 1.� �',�-r � ��{.S �1 � �x� t� y ���� - S`� t ..rc � Y�;'•yy.- .� ,�- 'F �"Q k � hi�`�� ` � •'�� ..F-=roi,�'�•' ,{t ! - ,a � �v ._� � y-"� sc. BO B1 3409 Ibs LL 2876 Ibs LL 1114 Ibs DL 980 Ibs DL Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-00-00 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 added floor IoadUnf.Area Left 00-00-00 05-00-00 Live 40 psf 06-00-00 100% Left Cantilever: No Dead 10 psf 06-00-00 90% Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 09-00-00 Live 25 psf 13-00-00 100% Slope: 0/12 Dead 10 psf 13-00-00 90% Tributary: 06-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 9610 ft-Ibs 68.9% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 3680 Ibs 57.3% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U389(0.278') 61.7% 2 1 Partition Load: 0 psf Live Load Defl. U518(0.208-) 69.5% 2 1 Duration: 100 Max Defl. 0.278" 27.8% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1')Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-12". particular application. The output Minimum bearing length for B1 is 1-12". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are:16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" (800)232-0788 before beginning b=3„ b —d product installation. c=2-3/4" �— a BC CALCO,BC FRAMER®,BCI®, d=12" BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, C VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUS , VERSA-STRANDTM' � VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 I SC CALC®2003 DESIGN REPORT- US Thursday,May 06,200410:35 Quadruple 1 3/4" x 91/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FBO2 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAIL City,State,Zip:,Ma. Designer: Graven Arch. . Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: 1 2 Standard Load-40 psf 110 psf Tributary 1 0, ,or .., ' ', K . 54 AL AL BO B1 6338 Ibs LL 6338 Ibs LL 2390 Ibs DL 2390 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-00-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 15-00-00 Live 0 plf n/a 100% Left Cantilever: No Dead 40 pif n/a 90% Right Cantilever: No 2 ceiling load. Unf.Area Left 00-00-00 15-00-00 Live 25 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 Tributary: 13-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 32729 ft-Ibs 117.2% 100% 2 1 -Internal Live Load: 40 psf Neg.Moment 0 ft-Ibs n/a 100% Dead Load: 10 psf End Shear 7807 Ibs 60.7% 100% 2 1 -Left Partition Load: 0 psf Total Load Defl. U136(1.325") 176.7% 2 1 Duration: 100 Live Load Defl. U187(0.962") 192.5% 2 1 Max Defl. 1.326" 132.5% 2 1 Disclosure Cautions The completeness and accuracy of Member has insufficient Moment resistance to carry loads. the input must verified by anyone Member is insufficient to carry loads for Code minimum load deflection at limit of L/240. who would rely o on the output as Member is insufficient to carry loads for Code minimum Live load deflection at limit of L/360. evidence of suitability fora particular application. The output Member is insufficient to carry loads for Ma)dmum load deflection at limit of V. above is based upon building code-accepted design properties Notes and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for B1 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARD-,BC OSB RIM BOARD'"',BOISE GLULAMTm, VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND"',. VERSA-STUD®,ALUOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 I BC CALC®2003 DESIGN REPORT - US Thursday,May 06,200410:35 Quadruple 1 3/4" x 91/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FB02 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAL City,State,Zip:,Ma Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top4oaded only,or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Connectors are:1/2 in.Staggered Through Bolt a=2" b- --d b=2-1/2" c=2-3/4" -� Y d=24" a C • It BC CALL®2003 DESIGN REPORT- US Thursday,May 06,2004 10:32 Quadruple 13/4" x 9 1/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FB01 Job Name: Dwight&Michelle's House Description: Address: Specifier: RAIL City,State,Zip:,Me. Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: 3 1 121 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I lStandard Load-4O psf 119 psf Tributary 07-00-001 1 1 1 1 1 q, 4 _4 BO B1 5635 lbs LL 5635 lbs LL 3141 lbs DL 3141 lbs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam I Dead 10 psf 07-00-00 90% Number of Spans: 1 1 1 wall load. Unf.Lin. Left 00-00-00 14-00-00 Live 0 plf n/a 100% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 coiling load. Unf.Area Left 00-00-00 14-00-00 Live 25 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Slope: 0112 3 roof load. Unf.Area Left 00-00-00 14-00-00 Live 25 psf 14-00-00 115% Tributary: 07-00-00 Dead 15 psf 14-00-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 30716 ft-lbs 95.7% 115% 3 1 -Internal Dead Load: 10 psf Neg.Moment 0 fl-lbs n/a 100% Partition Load: 0 psf End Shear 7783 lbs 52.6% 115% 3 1 -Left Duration: 100 Total Load Doff. L/165(1.083-) 164.8% 3 1 Disclosure Live Load Defl. U242(0.696") 149.1% 3 1 The completeness and accuracy of Max Defl. 1.083" 108.3% 3 1 the input must be verified by anyone Cautions who would rely on the output as Member is insufficient to carry loads for Code minimum load deflection at limit of L/240. evidence of suitability for a Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. particular application. The output Member is insufficient to carry loads for Ma)dmum load deflection at limit of 1 above is based upon building code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Minimum bearing length for BO is 1-10. products must be in accordance Minimum bearing length for BI is 1-1 2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+12 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMERS,BC18, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 �E'• CAWS 003 DESIGN REPORT- US Thursday,May 06,2004 10:32 Quadruple 1 3/4" x 9 M" VERSA-LAMS 31Qd SP File Name: BC CALC Project:FB01 Job Name: Dwight&Michelle's House d'° Description: Address: Specifier: RAL City,State,Zip:,Ma. • Designer: Graven Arch. Customer: D.G.Building Company: Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. - Connectors are:1/2 in.Staggered Through Bolt a=2" } b d b=2-1/2" c=2-3/4" —� d=24" a C • Town of Barnstable �F1HE Regulatory Services Thomas F.Geiler,Director Building Division BMWSTABM Tom Perry,Building Commissioner iOrFn MA't° 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-86 4038 Fax: 5 8-790-6230 Approved: Fee: ��- 0 C) C. Permit#: C , HOME OCCUPATION REGISTRATION Dare: � �►s I o�� V r Name: -6/PG S Phone#: 50q- 3z- - 16 2 Address: S 7 00 5+.y. K) . Village: Name of Business: .4 * ___�� ----- ----------------------------/--------------- Type of Business: A,,4o T ras s r. r4 . Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. .• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant• of t . Date: /! I V' o Homeoc.doc Rev.5/30/03 TO ALL NEW BUSINESS OWNERS DATE: d! /ls/oLI � I�... Fill in please: AwateAPPLICANTS s i YOUR NAME: A✓ o A Sa O-JL BUSINESS YOUR HOME ADDRESS: 6,s 01 spy t P J°�r3-326-l6z2 6eti4,9-rv'Ife, AN4fo�� TELEPHONE Telephone Number(Home) z NAME:OF NEW BUSINESS A+-M Auto --'r4-,stvr+ TYPE OF BUSINESS gf�� `►-rG�sn,�r4 IS THIS A HOME OCCUPATION? YES �NO Have you been given approval from the building division? YES NO ,A ADDRESS OF BUSINESS b S-7 01J S+a� ?J, (z,,1a,,,;l(oAA* oac3.? MAP/PARCEL NUMBER _ Ay I When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have.obta'ined the.required signatures, listed below,you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall). You MUST go to the following office to make sure you have all the required permits a d licenses.. GO TO 200 Main St. - (c er f Yarmouth R Main Street) and you will find the following offices: 1. BUILDING MMI I ER'S This individual as in med o a req irements that pertain to this type of business. t ized Signat e* - COMMENTS: 2. BOARD OF HEALTH This individual has bpen inform d of the permit requirements that pertain to this type of business. n Authorized Signature**t COMMENTS: ado �he no, A,� �E 3. CONSUMER AFF4klRSJLICENSING AxATHORITY) This individual has Itift�eon& uirements that pertain to this type of business. JJ' No V u horiz�d Sign ture COMMENTS: s (�Q:�(,' rs �S TU aocho?7s J[J Business certificates [cost$30.00 for 4 years). A business certificate ONLY.REGISTERS YOUR NAME in the town [which you must do by M.G.L. -it does not give you permission to operate-you must get that through completion of the processes from the various departments involved. **SIGNIFIES APPRO VAL FORA BUSINESS CERTIFICATE ONL V �o REFERENCES: Assessors Map: 191 , Parcel: 065 �+ O l = ZONE:RC 0. Setbacks: / Front: 20'm in Side: 10'min Rear: 10'min /JamesTOP R�7u ar - e/ �Dert.65875 201.21 " 125:70' 8a a 81.23'00 A E 5tO,,Icada Fence 3as I"m 75.51 ti I/ I% Stone Drive -1 \ 3 a \ 3 O Dock 657 \\ 1-1/Yety r/f �� p Dwe hV . l� Lot 49 Lot �► oh _ = cdar w o h .dO Entry ohw EQa / FOU�dation ohw °hw Qt � m = 180.60' ------- --- 72.86' 253.46' ---- Ab---ttWs A-- ---- N 873455" E ___----- N cr / N/F O Edward A.Rosario Abutter's O Diane L Rosmk Shed Cart.140946 is �WatNO I certify that the new foundation Rapp shown shown hereon conforms to the FL �, setback requirements of the PLOT PLAN L*WEux N Zoning Bylaws of the town •09 #M12 �., of Barnstable. IN BARNSTABLE Profess nd Surveyor D to (Centerville) NOTES: MASS, 1.) The structures shown were located on the ground DATE: 13/AUG/2004 SCALE: 1"=40' by conventional survey methods on (or between) 0 10 20 30 40 60 80 FEET 03/DEC/2001 and 12/AUG/2004. PREPARED FOR: 2.) The property information shown hereon was Anthony R. Spagone ll compiled from available record information and: 657Old Stage Road does not represent on' actual on the ground survey. Centerville MA 02632 3.) This plan is not for recording and is not PREPARED BY: to be used for. construction layout or deed CapeSury description purposes. 7 Parker Road Osterville MA 02655 DWG #: C520gl FIELD BY. WHK/JPM (508) 420-3994 / 420-3995fox Assessor's map'and lot number,.. 51.- .4...�................. �� � -/ 7�- 76 s SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Sewage 2ermit number .......................................................... WITH r, �. ARTICLE II STATE SANITARY TOW COD AND TOWN THE!0 _ Z BA"STLUE; i } "e r� htING INSPECTOR APPLICATION FORt'PERMIT TO ........................... ............................................................: s: .�" --�,.,:. ..a,................ ' :.. .................... TYPE OF CONSTRUCTION ........... w . ......... .��............ . ..19...., TO THE INSPECTOR OF BUILDINGS The undersigned hereby applies for a permit according to the followin information: ^ J L �/ - � '� �'lJ��C/ INS'�--- , Location ........�...1....................................................... ................... ..............................................................�.. M ProposedUse .......... 'e... ..4.... ..........�:..:.....................:........................................................................................... Zoning District .....................Fire District -R .. '-� .e.....t�, .-........... Name of Owner ...... 4..-.........0. ."..Y.. ............Address .............� 3 "tqL. ....................................... Name of Builder .:,.... ...... -:... ..� .�..� ...........Address ................. �-�� ! IIC�� -�....................... c . . Nameof Architect ......:.................:................................:........Address .................................................................................... � aLq-C/ ' Numberof Rooms ....... !..............:.......................................Foundation ................. . ..................................................:. I i Exterior .................IJ'. ......p'L C...:.......".:.:�..........,..L............................Roofin g ............... .......`r ..:...................� ..................... Floors Interior �' ..........� _....................... �............ .... .. Heating ....C. ... l.A...... ......'.......`................................Plumbing ...................!::........�C� .............I................ Fireplace ...................L.1....... 1 - .. ............................Approximate Cost .......................... Definitive Plan Approved by Planning Board ________________________________19_______. Area ......... Diagram of Lot and Building with Dimensions Fee :......�. . ........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... ...............\..o ............. ' Diaz, Hector ' . . No l 84-0..l-..`Parmit for --�� �-° ---.�� ` ' . ! ' sl1gle, family --''v---' -------'' . � ` « Old S Road -i Loco 6n��-----�����-----------.. . -\ `� . . ' Centerville ~-------'~------------''r--- Bmc±wr Diaz Ovvne,`........................................................... � --.. Typa'of Construction ---.frame------_ ............. .- _ ' Plot -t'------- Lot ................................ ~ � ' ^ . ��'� �0 - ` �6 . Permit Granted ---. ' ---]P Dote of� Inspection . \ °< ' Dote Completed - ����---�l9 - � ` ' � \ . 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THIS SYSTEM HAS NO BATTERIES, NO UPS: CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING t. EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, ; FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE -, - GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY - HDG HOT DIPPED GALVANIZED ' < PHASE AND SYSTEM PER ART. 210.5. CURRENT 6: CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). _. Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD-BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN" t (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY :r 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 ,, r 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. r , S STAINLESS STEEL a STC -STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp . VOLTAGE AT MAX POWER ' t VICINITY MAP INDEX, Voc VOLTAGE AT OPEN CIRCUIT W WATT I i, 3R NEMA 3R, RAINTIGHT P PV1 COVER SHEET , . PV2 SITE PLAN PV3 STRUCTURAL VIEWS s PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE P GENERALNOTES Cutsheets 'Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA, STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH { THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: r AHJ: Barnstable '` REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) 9 CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0261825 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SPAGONE;=MICHELLE M SPAGONE RESIDENCE Jenny Cooper � f'; it BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .,,Sola(Cy NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C .657"OL'D STAGE RD 6.095 KW PV 'ARRAY PART IZ OTHETION, E EPT IN THE RECCONNECTION W MODULES: CENTERVILLE MA :02632 , TMK OWNER:ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive;Building 2,Unit 11 td THE SALE AND USE OF THE RESPECTIVE (23) HCInWhO Q—Cells # Q.PRO G4/SC 265 # ,, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN- p PAGE NAME: SHEET: q RM DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: SO8989599° PV 1 9 9 2015 L• (650).638-1028 F:.(650)638-1029 SOLAREDGE SE5000A-USOOOSNR2 COVER SHEET / / (m)-SOL-CITY(765-2489) www.solarcity.com PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH:256 ARRAY AZIMUTH: 256 MATERIAL: Comp Shingle STORY: 2 Stories Front Of House ` AC y . LEGEND D i (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED'DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS } _ 9 DISTRIBUTION PANEL & LABELS o Digitally signed by Kyle Jackson Lc LOAD CENTER & WARNING LABELS 201 9 09 15 06'00' Date: 5.0 :46:40 O DEDICATED PV SYSTEM METER ® �tis� O STANDOFF LOCATIONS MP1 _ 7" CONDUIT RUN=ON EXTERIOR CKSON CONDUIT RUN ON'INTERIOR ` A CIVIL GATE/FENCE No. 51873 O HEAT PRODUCING VENTS ARE RED g9O, y'IS1E��G� J INTERIOR EQUIPMENT IS DASHED SITE PLAN STAMPED & SIGNED Scale: 1/8" = V FOR STRUCTURAL ONLY 0 1' 8' 16' . - 3 J B-0 2 618 2 5 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER �? SO�afC�t CONTAINED.SHALL NOT BE USED FOR THE SPAGONE, MICHELLE M SPAGONE RESIDENCE Jenny Cooper �_ s BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'"� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 657 OLD STAGE RD 6.095 KW PV ARRAY �� y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) Hanwha Q—Cells # Q.PRO G4/SC 265 SHEET: REV: DAB Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: T.. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER.SOLAREDGESESOOOA—USOOOSNR2 SITE PLAN 9/ /5089895998 PV 2 9 2015 (888)—SOL—CITY(765-2489) www.adarcitycom s S1 - 12'-11" (E) LBW ' �. . • , SIDE VIEW OF MP1 NTs MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24 STAGGERED PORTRAIT 48" 17" . RAFTER 2X10 @ 16"OC ROOF AZI 256 _PITCH 32 STORIES: 2 ARRAY AZI 256 PITCH 32 C.J. 2X8 @16"OC Comp Shingle - 1 PV MODULE . }, 5/16 BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS - - LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C . 3 , r ZEP FLASHING C (3) (3) INSERT FLASHING. "'` v (E) COMP. SHINGLE ' (1) (4) PLACE MOUNT. ,�pbjt4OFF _ r (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH GKSdN' '. 5/16" DIA STAINLESS (5) SEALING WASHER. CIVIL STEEL LAG BOLT LOWEST MODULE SUBSEQUENT. MODULES Mo:51873 INSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6) BOLT & WASHERS. ���`rsT6�'`�� W (2-1/2" EMBED, MIN) At (E) RAFTER STAi STANDOFF - • PED & SIGNED FOR STRUCTURAL ONLY CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 618 2 5 0 0 �u: SPAGONE, ,MICHELLE M SPAGONE RESIDENCE ,fenny Cooper ,SO�afC�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.��3 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 657 OLD STAGE RD 6.095 KW PV ARRAY --►r yl PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (23) Honwho Q—Cells # Q.PRO G4/SC 265 '24 St. Martin Drive, Building 2•Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Q PAGE NAME SHEET: REV. DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. MVTRIER' 5OH989599H . PV 3 9 9 2015 T: (sso)ss6-1ozB,.aF:�s5o)sus-1oY SOLAREDGE SE5000A—USOOOSNR2 STRUCTURAL VIEWS / / (NO)-SOL-CITY 765-2489 www.solarcit.com' GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE#SE5000A—USOOOSNR� LABEL: A —(23)Hanwha Q—Cells f Q.PRO G4/SC 265 GEN #168572 , RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:36243838 Inverter; 50o00W, 240V, 97.5% w Unifed Disco and ZB,RGM,AFCI PV Module; 265 , 241.3W TC, 40mm, Blk Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.01 Vpmax: 30.75 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 1 _ 200A/2P Disconnect 3 SOLAREDGE DG MP1: 1x12 SE5000A—USOOOSNR2 (E) LOADS A zaov -------- ------------ EGC------------------ 1 ♦— L2 DC+ I . •— N DC- 1 2 1 30A/2P -------------------- EGC Dc+ + 1 jA GD _____________—___ GEC ---TN DC- cMP1: 1x11--- G 1 GND EGC--- -----------—--------- ---------- ----------------- tJ 1 N 1 (1)Conduit Kit; 3/4' EMT _J o EGGGEC_ _ - - TO 120/240V 1 1 SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP ' POI (1)SIEMENS Q PV BACKFEED BREAKER A (1)CUTLER-HAMMER DG221UR8 PV (23)SOLAREDGE�3Oo-2NMAZS D Breaker, 30�2P, 2 Spaces Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R AC PowerBox ptimizer, 300W, H4, DC to DC, ZEP —(2)Ground Rod; 5/8' x 8', Copper -0)CUTLER XMMER�DG03ONB n (1)AWG #6, Solid Bare Copper - Ground/Neutral It; 30A, General Duty(DG) I Id -(1)Ground Rod; 5/8' x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Y (1)AWG g10, THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#10, THWN-2, Red O (1)AWG J6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.97 ADC (1)AWG#10. THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC . . . . . . . . (1)Conduit Kit; 3/4"_EMT. . . . . ._ . • • . • , _ . -(1)AWG ,. . . . 1HWN-2, Green EGC GEC- 1)Conduit Kit; 3 4 EMT � / ( /• � (2 AWG 0, PV Wire, 600V, Black Voc 500 VDC Isc =15 ADC (��(1)AWG �6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.22 ADC (1)Conduit Kit;.3/4' EMT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B-0 2 618 2 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFlDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ���� ■ CONTAINED SHALL NOT BE USED FOR THE SPAGONE, MICHELLE M SPAGONE RESIDENCE Jenny Cooper ':,,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'� ` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 657 OLD STAGE RD 6.095 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) Hanwha Q-Cells # Q.PRO G4/SC 265 SHEET: REV. DAB Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F. (650)638-1029 ISOLAREDGE PERMISSION OF SOLARCITY INC. ISE5000A—USOOOSNR2 5089895998 THREE LINE DIAGRAM TM: PV 5 9/9/2015 (888)-SQL-CITY(765-2489) www.sdarcitycom r" e o o •o - o Label Location: Label Location: a Label Location: (C)(CB) o (AC)(POI) o (DC) (INV) Per Code: _ Per Code: _ Per Code: NEC 690 31.G.3 . •o 0 0 00 ° NEC 690.17.E • •o • 0 0- •o• • NEC 690.35(F) • Label Location: - °CfJ:o • a., - o o O • •- TO BE USED WHEN (DC) (INV) °'° ° LJ�i3�1',0 0 • -0 0 ° • 00' INVERTER IS D O Per Code: UNGROUNDED- NEC 690.14.C.2 - Label Location: Label Location: ° ° o -o Cop (POI) • -o - (DC)(INV) •- ° - ° 0 Per Code: -o -- Per Code: •-• o o' 0 0 NEC 690.17.4; NEC 690.54 NEC 690.53 o s • ' . ► • Label Location, �d o (DC)(INV) : Per Code: . .o • ° ••- 0 NEC 690.5(C) o- -o • • • Label Location: .. o • o- O (POI) o -0 0 Per Code: r o • o NEC 690.64.B.4 0 0 0 Label Location: �. o (DC)(CB) , O .-o ���� Per Code: Label Location: 1110 MD . - NEC 690.17(4) I�JU�J (D) (POI) , Per Code:• NEC 690.64.6.4Ems - fi: . Label Location. _ . (POI) ., Per Code`. Label Location: o o NEC 690.64.B.7 , (AC)(POI) o 0 0 - o (AC): AC Disconnect Per Code: o° - -- ^, -: _ •�- (C): Conduit _ NEC 690.14.C.2 (CB): Combiner Box - (D):.Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: Inverter With Integrated 4 (AC)(POI) •• � (INV): DC Disconnect • h Per Code: (LC): Load Center w/ NEC 690.54 - _� - (M): Utility Meter • e � (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ^4 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED `•lop OF 3055 Clearview Way s San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, -Label Set �%.► r:eso e3s-loz8 �eso e - - ( F. 38 102 9 N I ( ) EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE - ,- ,. .. - f (888)-SOL-CITY(76572489)wwwsolarcity.com _ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. - $olarCi o 1 `« tea ® ® ' ''.SolarGty ZepSoLar Next-Level PV Mounting Technology '=,'SolarCity I ZepSoLar Next-Level PV Mounting Technology' Zep System Components for composition shingle roofs f"'z- .Up-roof. ` Ground Zep rntetfock {Kny vdWo thwrnt Zep c—paL-6M PV Modutc. ..i Zep Groorc Root AthUrnen t i Array Skirl ,�,:. QrDescriptionPV mounting solution for composition shingle roofs v Works with all Zep Compatible Modules o 77 Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using V modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot ®� LISTED Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolaccom Listed to UL 2703 zepsolaccom I This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for _ each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27.15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 _ - 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 �oo SolarEd a Power timizersolar o solar 9 Optimizer Module Add-On for North America p P300 / P350 / P400 SolarEdge Power Optimizer g P30.O P350 P400 P - Module Add-On For North America. (for 60-cell PV (for 72-cell PV (for 96 cell PV modules) modules) modules) INPUT P300 / P350 / P400 n ` Rated Input DC Pow..... 300 350 400 W " •' Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc - .................. ..................................... .. ..............8. ......... ......... ....... ... ... ... ..... .. ... .... MPPT Operating Range 8-48 8-60 - 8-80 Vdc _ ...................................................... .. ............ ........... .... ......... ............ ...... -. .f.. t Maximum Short Circwt Current hsc)............... .. ...... .... .. .10. ...... ...... ...... .. .. - - Maximum DC Input Current - 125- Adc ......................................:....... ........... .......... .... . '. - •. Maximum Efficiency .:...:.........99..5..... % .. .......................... ........................... ....... .... :.............. ....... ..:. .. ..... .. .. •.. - ..: - WeightedE..Pe9cy............................ 98... .. - . . Overvoltage Category II ' OUTPUT DURI NG OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) :' ..Maximum Output Current Adc ......................... ................................. 15................ ....... .. , Maximum Output Voltage 60 - Vdc ..OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r� Safety Output Voltage per Power Optimizer 1 Vdc _ STANDARD COMPLIANCE ..._. ._ - •# FCC Part15 Class B IEC61000 6 2,IEC61000 6 3 ' . w Safety - IEC62109-1(class II safety),UL1741 - - j!. ., - .......... ...'.................................................................. ..............................Yes - ........... INSTALLATION SPECIFICATIONS ... .. .. ' • .' - ' - .k - - -: Maximum Allowed System Voltage ............................................. :. .................... • Dimensions(W xLx H) - - 141x 212z40.5./5:55x8.34 x1.59 min/in� ............................................ ......... ... ........... .... .. .............. ......... ... .. Wei ht includm cables - 950 2.1 _ Input Connector MC4/Amphenol/Tyco ., - ,Output Wire Type/Connector- Double lnsulated;Amphenol - ' Outputue W Length......... .... /3.0.... .. ...... 1.2/,3.9 .. ... L.. `'E.'_ Operating Temperature Range.:.. ... .:......... ........ ........: .......... .....:40 +85/.40 +185............. ...... ...C,/,F...:' Protection Rating IP65/NEMA4 - Relative Humidity.............: 0 100 ..... x,fm sTcroW.r of mo-1,.rn 1,W.P,.sx wwn roi.r oa.m ree. - �PV SYSTEM DESIGN USING A SOLAR EDGE m SINGLE PHASE THREE PHASE THREE PHASE .INVERTER,' .� :�,:� :: �,. --:- 208V 480V� _ >._ ..•�. PV power optimization at the module-level - Minimum String Length(Power Optimizers) 8 10 18 Up to 25%more energy - - _ _" Maximum String Length(Power Optimizers) 25 25 50 - - , Maximum Power per String 5250 6000 12750 W - Superiorefficiency(99.5%) -. ................................................................................:....................... ...... ......... ......... ......._ Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ Parallel Strings of Different Lengths o.orientations .Yes • — 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.sojaredge.u5 - Format 65.7in x 39.4in x 1.57in(including frame) ` (1670 mm x 1000 mm x 40 mm) Weight 44.09 lb(20.0 kg) •. .�'�'�:� - - - From Cover 0.13 in(3.2 mm)thermally pre-stressed glass ( with anti-reflection technology - - - `Back Cover Composite film Is I y,> r t'^r""��Y,,,,•.»•' - ' Frame Black anodized ZEP compatible frame v- -"""'��' - Cell 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes Cable 4 m rl Solar cable;(+)2:47.24in(1200 mm),(-)a47.24iIt(1200Inm) - {s.r' -,_..- Connector Amphenol,Helios H4(IP68) '^�'_>^•^'I I"=`"'"'"' l , - PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m',25°C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) [V!] 255260 -265 Nominal Power PMPP ON] 255 -- 260 265 ' • / ' / • ' , Short Circuit Current IJe [A] _- 9.07 9.15 _ _ 9.23 1 Open Circuit Voltage Vol IV] 37.54 37.77 38.01 - Currelrt at PSpP I•PP [A] 8.45 -. 8.53 8.62 .. _ _. c Voltage at P., - VwP IV] 30.18 30.46 ,.30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications,with -- - Efficiency(Nominal Power)- �' [%] " a15.3 . _ .. 15.6 _... s a15.9� a black Zep Compatible7M frame design for improved aesthetics, optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE INDICT:800 W/m2,45 z3•C.AM 1.5G SPECTRUM)'Y ` [W] 1 mized material usage and increased safety.The 4 th solar module genera- POWER CLASS 255 260 265_ - tion from Q CELLS has been optimised across the board: improved output I _Seminal Power P"'° [A] 17.3 192.0 195.7 Short Circult Current ISe [A] 7.31 - 7.38 7.44 _ yield, higher operating reliability and durability, quicker installation and �`� � _ y g p g y •� Q tl Open Circuit Voltage V0, IV] 34.95 - 35.16 35.38 more Intelligent design, ,' 4 current at P_ I•PP (A] _ 6.61 6.68 _ -� 6.75 = Voltage at P_ V•P1 IV] _ 28.48 28.75 2931 3 I 'Measurement tolerances STC:m3%(P,•a);m 10%0I ,V, ,V_) ;Measurement tolerances NOCT:t5%(Pm,d;t 10%(Ix,V, ,Vm,„) - - mP INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY s Z(Z - m-R--°-- - � m ^- W _ s F OCELLS PERFORMANCE WARRANTY'S w PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At least 97%of nominal power during X'• -'T --r--r r r--r -r--� first year.Thereafter max.0.6%degra- and temperature behaviour. plus long-term corrosion resistance due ecru 5s ., -Lbw.+.ter°.....m.b,.: ----0 b1"° -------- cation per year. •Certified fully resistant to level 5 salt fog to high-quality R At least 92%of nominal power after R£b - 10 years. •Sol-Gel roller coating processing. - (W� At least 83%of nominal power after ENDURING HIGH PERFORMANCE Pzs years. ses r i •Long-term Yield Security due to Anti EXTENDED WARRANTIES t An data within measurement tolerances. m ao mo m ao m eW em Full warranties in accordance with the PID Technology', Hot-Spot Protect, •Investment security due to 12-year warranty terms of the Q CELLS sales IRRAII IWIWI and Traceable Quality Tra.Q . product warranty and 25-year linear unrtrq^�'+' w,m, „� as organisation of your respective country. The typical change in module efficiency at a P irradiance of 200 W/m=in relation t TM ll •Long-term stability due to VDE Quality performance warranty to 1000 W/m'(both atz5°C and AM 1.5GGsectrum)is-2%(relative).y i 4 , _ .. - Tested-the Strictest test program. -- - TEMPERATURE COEFFICIENTS(AT 1000W/M',25°C,AM 1.5G SPECTRUM) "w�. ... •� CaCELLS _. , _._ .r _ N - - - ''.', _ Temperature Coefficient of ISe a--- [%/K]� +0.04 Temperature Coefficient of V. p [%/K1 -0.30` -. SAFE ELECTRONICS TOPBRAND PV vm rain ] Temperature Coefficient of P_ Y [%/Kl -0.41 NOCT [°F] 113:5.4(45:3°C) •Protection againstshort circuits and aert 1 1 MMM1 e thermally induced power losses due to zois Maximum system VoltageV31S IV] 1000(1 EC)/1000(l1L) safety Class c • breathable junction box and welded �Maximum series Fuse Rating, [A DC] 20 Fire Rating. _ _ C/TYPE 1 r c Max Load(UL)s [Ibs/lt'] 50(2400 Pa) Permitted module temperature -40°F up to+185°F a. cables. ] '. on continuous duty (-40°C up to+85°C) m - C f Phntnn Load Rating(6L)2 ubs/R'] 50(2400 Pa) x see installation manual Quality Teatetl C"C" ! 1 1 11 1 1 polyerystalli. - 0 soII lar mod,le 2013 - UL 1703;VDE Quality Tested;CEcomplianq Number of Modules per Pallet 26 °Otl11"vpOp1p °'P0. 2 IEC 61215(Ed.2);IEC 61730(Ed.1)application class A ' ID.40032587 am..e... Number of Pallets per 53'Container 32 THE IDEAL SOLUTION FOR: paxv4, a - B°m Number of Pallets per 40'Container 26 Rooftop arrays on ��® j .._ .......__D.. .. .. .. ... . . . GOMPq TZ O• Pallet Dimensions(L x W x H) 68.7 in x 45.0 in x 46.0 in residential buildings QQ c u •e (1745 x 1145 x 1170 tutu) Pallet Weigh1254 Ib(569 kg), 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 conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, COMPP this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25°C,168h Han - 2 See data sheet on rear for further information. 300 Sp 8 CELLS Center n Corp. t 00 Sp nter Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL q-cells-usaWq-cells.com I WEB www.q-cells.us Engineered in Germany 02 CEILS Engineered in Germany CELLS I mil] sO I a r, ' =0 — Single Phase inverters for North AmericaIe O 0 Q n-,� SE3000A-US/SE3800A US/SE5000A-US/SE6000A-US/ sO Iu� 11/�1•..a�•�+1�71` SE7600A US/SE10000A-US/SE11400A US SE3000A US SE3800A US SESOOOA.US SE6000A US SE7600A US SE10000A US SE1 "OUTPUT US Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000(240V SolarEdge S1nn'e Phase InYeers u F 5400 6 208V 10800 @ 208V - - r, America tYl p (J n 1 Max.AC Power Output 3300 4150 ..5450.4a1.240V• 6000 ;.8350 10950.Cai,240V 12000 VA. Fo r North A 1 1 1 G C I C AG Output Voltage Min:Nom Max.1'),: 183-208-229 Vac ... ... - - ✓ ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min.-Nom:Maxlti,; µ 211-240-264 Vac ✓ ✓ ✓ ✓• ✓ ✓ .. ..✓ .... �` .... r•�,L* SE760OA-US/SE10000A-US/SE1140OA-US - -6.5( _ .... .. .. . ACFrequency Min Nom.Ivlax!'� 59:3-60-60.5(with HL country setting 57 60-60.5) 1 = .................... ....... ........... ......... ..24 @ 208V.. .. t ` 0 ' Max.Continuous Output Current' 12.5 16 25 32 1 48 @ 208V 47 5 A P ..... .......: ............I.._...... ...I.:21�240V...I::..:. :. .. I ..42@ 240V.. ) - - 1 ... .. ....... ... ... .... .. .... ......... ...::... ....... .... . Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes .Yes , e i INPUT _ . • - - rte��,,� t Maximum DCPower(STC) 4050 5100 6750 8100 .'10250. 13500 .-15350 W } .............g....... ........... ........ ..... - .- .. Transformeraess,.Un rounded - Yes Max:Input Voltage • 500 Vdc Nom.DC Input Voltage ._• 325 @20i3V/.350 @ 240V•••••• - ... Vdc 1 s cY1 s, ...... •••16.5 @ 208V 33 @ 208V - - - Max.Input CurrenNzl 9 5 13 18 - 23 _ - 34 5 Adc . P .I I,15.5 240V I.#.......... I. 30 5 240V ) . - - Max.Input Short irc it Current : - ..... .......... . .. 45... ........ .. .. -•Adc.'.. - ................. ...:.......... ..... .... _ Polarity Protection " Yes ••••, ... < ;- Ground-Fault Isolation Detection . - 600kD Sensitivity .. - - _ s, . _•Maximum Inverter Efficiency........... .. ..97.7 ......98 3.....: ...983• ....98........ 98....-. _98 - .. � .... - _ ...............I.:....:. ..:.... '.:..........._I... .............. 97 5 @ 208V 97 @ 208V - • CEC Weighted Efficiency 97.5 98 24 97 5 97.5 97.5• <4 W Nighttime.Power Consumption <2.5 , 1 ADDITIONAL FEATURES Supported Communication Interfaces. R5485,RS232 Ethernet ZigBee(optional) - r ........................................ ......... ... ...... ..I...... ,.. .... Revenue Grade Data,.ANSI C12.1 - Optional ••••.••• .y ....... ................... ............. ......... .... ................ ..... ........ .................................. Rapid Shutdown-NEC 2014 690.12 Functionality_en a bled when SolarEdge rapid shutdown kit is installed(" _. -m * ^' - ;. ••4 ,UL1699B,UL1998 CSA 22.2 a c S STANDARD COMPLIANCE Safety ........ .. .. ..... UL3741..... ._. .............. .......... - " .. . ... : ,. •<< - Grid Connection Standards ............ ....... ..... IEEE7547 ....... ... ..... - - - .... ... ................ . .. _ ,, n -- --- • Emissions - FCC partly class B` ` t, I INSTALLATION SPECIFICATIONS s size/AWG range 3/4 minimum/16-6 AWG 3/4"minimum/...AWG DC input conduit size/#of strings/ -16-6 AWG 3/4"minimum/1-2 strings 4 minimum/1-2 strings/ .. .14-6 AWG ^ ...... .. ..... .. ... .... ..... ........ .. .. .. _.� ...Ji • .. :.,.. 30.5x 12.5x 10.5 in/ "�•, _•�""` .W °Dimensions with Safety Switch 775 x 315 x 260/ mm - - 305x 125.x 7:2/775x315x 184 r ..�.......)..................... ........I... .... ..... ................-... .... - - - WeightwithSafetySwitch 512/232.... ..I:.• ,•, ::54.7/247 - .........88 4/401... ..Ib./.kg... - • a y ........ ......... .. ... Natural _ - -. .,,«..^•w..,..y.. . . ,•.: �..i�a _- : • convection - t Cooling t - ', _ Natural Convection and internal � Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems - •••....•.. ....P..•. ....... ........... . .:.....: replaceable) Noise <25 ;' ^ ....... ..... . ........ ................... <50 ._ ... .... -dBAi... Integrated arc fault protection(Type 1 for NEC 2011 690.11 compliance 4 . Min:Max.operating Temperature s, g p ( yp ) p Ran a 13 to+140/-25 to+60(-40 to+60 version available ) F/ C Superior efficiency(98%) g..:.......... ................. ....... I .Protection Rating ' - _ . . .. � . . a - NEMA 3R ... ...:..... ......................... Small,lightweight and easy to install on provided bracket ..••ro other • l s • please ••tSol Ed o� - - - � (*For other regional settings please contact SolarEdge support. ":A h gher current source maybe used;the inverter will Emit its input current to the values stated. Built-in module-level monitoringp�Revenue g2de'nv.rc rP/N:SEmxA-USOOONNR2(for 760OW inverterSE7600A-US002NNR2). - )Rapid shutdown kit P/N:SEIODO-RSD-Sl. ' — Internet Connection through Ethernet Or Wireless RI<0 version P/N:SEx—A-USOOONNU4)f 7600W in rterSE7600AUS002NNU4). ` Outdoor and indoor installation Ir r * --- ----4^ ----- '. — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation - - Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL W W W,SOI a redge.Lis . • •c • • ' ' ,- Jyd s � � ..ems--s,®.,..... •. � .� < I