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HomeMy WebLinkAbout0033 EAGLE LANE 5 - i l �. PT SolarCIty March 29, 2016 Town of Barnstable ATTENTION: BUILDING DEPARTMENT v 200 Main Street Hyannis, MA 02601 I RE: 33 Eagle Lane, g e a e, Cotult Coll Permit No.: 201505964 Qw ' Our Job No.: JB-026967 Ul NOTICE OF CANCELLATION This letter is to certify our proposal to install.Solar(PV) at the above- referenced property has been moved into a cancellation status SolarCity Corporation and Scott Smith will not be moving forward with the %. proposed installation at this time. We would greatly appreciate reimbursement for the,permitting fees paid, but understand that the town will not refund any fees. r If you have any questions or concerns, please don't hesitate to.contact me. a Thank you for your attention to this',matter: Sincerely; M CheryCGruenstern Cheryl Gruenstern Permit Coordinator Direct Line: (508) 6407,5397 cgruenstern@solarcity.com 112 Great Western Road,South Dennis,MA 02660. T (888)SOL-CITY solarcity.com AL'05500.AR M-8937..4Z ROC 243771/ROC 245450.CA CSLB 888104,00 EC8041,CT HIC0632778/ELC 0125305.DC 410514000080/ECC902585:DE 2 0 7112 0 38 6/T7-6032.Fl.EC13006226.HI CT-29776.IL 15-0052.MA HIC 168572% { EL-1136MR:MD HIC 12 8 94 8/118M NC 30801-U.NH 0347C/12523M.NJ NJHIC#13VH06160600/34EB01732700.NM EE96-379590.NV NV20121135172/C2-0078646/B2-0079719.OH EL.47701.OR CB180498/C562.PA HICPA077343..M 'AC0047,74/Reg 38SU:T.(THCL27006.UT.8726950-5501.VA ELE2705153278.Vr EM-05829.WA soLARC•9196vsoLARC•9O5P7.Albany 439.Greene A-486.Nassau 1­12409710000;Putnam PC6041.Rockland H-11864-40-00-00.Suffolk 52057-H:Westchesta WC-26088rH13.N.Y.0#2001384-0CA,SCEWC:N.Y.C.Licensed Electrician.#12610.#004485.155 Water St.6th Fl..Unit 10.Brooklyn.NY T1201#2013966-0CA All loans provided by SolarCity Finance Compeny.LLC.. CAFinance Lenders License 6054796 SolarCity Finance Company.LLC is licensed by the Delaware State Bank Commissioner to engage In business In Delaware under license number 019422;MD Consumertoan License 224E NV Installment Loan License IL11023/IL71024.RI Licensed Lender#20153103LL.TX Regl stered Creditor 1400050963-202404.VTLender License#6766 - ' 0���� TOWN OF BARNSTABLE Building ��E 201505964 BARNSTABLE. Issue Date: 09/23/15 Permit MASS. 9� i639• Applicant: SOLARCITY CORPORATION Permit Number: B 20152647 ArFO MA't A Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/22/16 Location 33 EAGLE LANE Zoning District RF Permit Type: RES SOLAR PANELS Map Parcel, 002002043 Permit Fee$ 71.40 Contractor SOLARCITY CORPORATION Village COTUIT App Fee$ 50.00 License Num 168572 Est Construction Cost$ 14,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALL SOLAR PANELS ON EXISTING ROOF 5.72 KW 22 PANELS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MCELROY,KATY L&SMITH,SCOTT E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 33 EAGLE LANE INSPECTION HAS BEEN MADE. COTUIT,MA 02635 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO 1.RIGHT TO OCCUPY..ANY STREET ALLEY:QR SIDEWALK OR ANY PART THEREOF EITHER T PORARILY[Of P R Y `PWROACHME S ON.PUBLIC PROPERTY;,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED:BY THE JURISDICTIDN.`.STREET.OR AL EY:GRADES S WELL AS'DEPTH ANDLOCATION OF,PUBLIC SEWERS MAYBE OBTAINED FROM THE-DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THUS PERMIT DOES NOTRELEASE THHE APPLICANT FROM THE CONDITIONS'OF ANY APPLICABLE SUBDIVISION-, , RESTRICTIONS. - h MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:. 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map bo a Parcel 0 4-S Application # Health Division Date Issued �lZ3�l- Conservation Division Application Fee (J Planning Dept. Permit Fee Date Definitive Plan rApproved by Planning Board Historic - OKH b L.�— Preservation/ Hyannis N 6 Project Street Address Village Cb_\ �T Owner ��£• SM.`4-2,. d F-l r" Address ',-5 3 Ir- a h� Telephone Q 19. LIR. "315 & um-aS' Permit Request \ l of ex i �-" h VC"_b Cus c s � v b c S a K W ,2 4.ne.15 Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed — Total new Zoning District R y= Flood Plain Groundwater Overlay --. 2a Project Valuation 51�{ Gbb Construction Type R-3 Lot Size Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure c5. Historic House: ❑Yes I-No On Old King's Highway: ❑Yes &No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �f}' 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 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/cjoal stove' ❑Yes ❑ No ,/d J Detached garage: ❑ existing ❑ new sizAool: ❑ existing ❑ new size/t Barn ❑bxisting q-pew sizeO- Atta��ed garage: ❑ existing ❑ �"Snew size� hed: ❑ existing ❑ q.new size I�U Other: � -.iy �.., Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes. ;4 No If yes, site plan review# Current Use C_r,�4 ( Proposed Use l ip APPLICANT INFORMATION (BUILD OR HOMEOWNER) Names l�Uc' 14.5 n �. Telephone Number Address 1�a- � f w�S License# CS� l Dz t4 1 S 7( -nh►S �-LA- 0,) &,p Home Improvement Contractor# Email Cov, Worker's Compensation # �Cr 019-a015 -d y ALL CO RUCTION DEBRIS RESULTING OM THIS PROJECT WILL BE TAKEN Tp6 SIGNATURE DATE��C,vr-QJt-� (?. c�51, S r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER- DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. ' ,. MMt�6h+sl�'t1M �J7d1�!'t�M Ot pdb�91f11'I�, :. 1 p1 MoMiA0 R1l kd~.#And st . �'ceviii C8-108898 JAWN.PA TRY 821 SMWART DRIVE Abington MA'OE1 , . .. • 4i'kiMfip:WlL sy4w.tY_. .lMfAp/M�� .. -. ,•,: Office of Couame�AfiLtn&Dasiaess Be�i�tlop I HOME MPROVERENT CONTRACTOR ! Regtstratlon. l86572 yypO4�i„ "ExplraUotr. Wil267 $uppleine>M C SOLAR CITY CORPORAMON JASON PATRY '. 24 ST MARTIN STREET OLD 2UNI I �1.BOROUGH;MAM752 Uodeaeerebrp . b , The Common wedth Of Marstick,910tts D►epttrtntent of Industrial A ddenir I Congress Street:Suite 100 Ruston,.MA 62114-20.17 . www.mawgovIdia 4 WorkeW Compentiatlon ltrsurance Affidavit:Hui4dersJCentraeEorsJEteetricias /1'Enmhers. TO BE r11,ED WITH THE PPd MI[TTING AUTHORITY. Anntictantlnformation Pte�se Print.Let:�ly NaMe(Busin6WDrganizakei-dtndividud): SclarCity Corporation Address: 3055 C61rview Way City/State/Zip: San Mateo,CA .84402 phone#: (888)765-2489 Are you-am employ%'.Cheek the appropriate bare Type of project(s'eciuired): 1.0i ace aomployer with 12,500*mployeas(tirll andlorpart tune}.+ .7. New consis uctiott i am a sole promictor or putunhlp aid hwo is awleyccs working for ate in S. a t�C1310d01111� any capacity.M r}wbess'comp.inswanco nquked.l 3.[J1 amabamcowncrdoip all work Faysdr.[Nowork.ca conga,insuaancenquircd.t r 9. Demolition 4-01 ama homeowner and will behiring contractors to conduct all%work on my property. I will 10 0 Building addition ensure that till erxrlraotors oideec hove xrorl;efs,'coatpOsatioo iusuraaal*rare sole. 11.[]Electrical repairs cr.t ddifiosis proprietors Witte no ernployecz , 12.[]Plumbing repairs or,additions SO 1 am a general,cotunctor no t hate hired the soh-crmtractors listed on the allwJwd sheet. These sub-eonuar ion have emMves mW have W*rkces cexnn.v,swanae.: I3.�Roof repairs 6.E]We are a eorpordion and its officers have exercised iWr tight of exentpilon per,Moo c. Iq.❑r Outer Stlt7f panels 15Z§1(4�and we have no employee%.[No workers'camp.buttttuue regairedl *Any applicant that checks box 91 most also tail out 11e seetiou below showing their workers'cornpaamitat policy inlgn»ado%. t I ion90Wfi rs♦vlro sabrait Ibis affidavit iadiratting they are dob%all work and then Imo outside.contractors must submit a nesv oMdavit indicating such. :Coatmom that Check this box mast altarhodan atklitional sheet sbowieg the man of the sub-eorMaclors wd state Whelber ar not those entities have arploym. if the sttb-contmolon have—ployces,%hay roast provide their wdrketo'comp.policy n n fiber. am ear employer drat is providing rt►arkers'ear>lpensatias lrisurdnre for rtry emtployees. Below Is the poficr and job site ir�fartrnrtiotr. Insurance Company Name:American Zurich.Insurance Company WC0182015-011 91112016• lblicy'#or Sete iris.Lie. : lxpiratiott Date: Job S1te AddMs: 33 Eagle Lane City/State/Zip:.Cotuit,MA 02.635 Attach a copy of the workere cormpeasatinn policy declaration page(skowieg the policy urtlrciber mad expiration elate): Fallttre to secure coverage as required under MGL C. 152,J25A is a criminal violation putrisbable by:s fine up to$1,500.00 and/ar one-year irttprisonment,as well as civil panWfies in the fonts ofs STOP WORK ORDER and a fine of up to$250.00 a day agaittsttlte violator.A copy of this statetnerit maybe forwarded to the Office ofinvesiigations of the DIA for insurance coverage verification. I do hereby eer ' mnde r the pains amipenaltles of perjury that the 1jtfWww16Pj provided alcove Is true ant!correct. %son Patr p t Sept niber 9,2015 ' Phane , Offkk d use only. Do not write in this urea,fn be completed by city or town offlelal. City or Town: Permit/License# Inning Aptilority-(cirele one): 1.Board of calth 2.Building Department 3.Cityrrown Clerk 4.Electrical Inspector I Plambixlg Inspector 6.Other Contact Person; phane 9: Aco& CERTIFICATE OF LIABILITY INSURANCE . `� 0&1712016 , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poticy(ies)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 eat confer rights to the- certificate holder in Hsu of such ando►sement(s). ZZNTACT P MAR SH RISK&INSURANCE SERVICES — - r�FpqqIt T 345 C ORNIA STREET,SUITE 1300 - PNPHONE"- 1IA_fF Nor CALIFORNIA LICENSE NO.0437153 ESL SAN FRANCISCO,CA 94104 ;. ARC. rat .:...: A(tn,Shannon Scott416.743.8334 (nsUrtere(s}arTaxwpocoVERASE N 09 , 998301-STND-GAWUE-45-16 _ dasuRsra ZwichAnlerkmIrsuta<xeCamp" 16535 INSURED INSURERS NIA NIA Scbeity Corporation 3065 Cleanlew way INSURER c NIA - INA San N9160,CA 94402' INSURER D:A(nedoan Zurich Insurance Company. 40142 utsUrmtE ....... 1 INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-M2713838-" 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. IL _.....iAt36LTSti. OLICV N POLICY EFF POLICY EXP - TYPE OF INSURANCELMTS A X i COMMERCIAL GENERAL LIABILITY GLO0182016-00• 09A112015 09011201E EACH 11OCCURRENCE -I Ss .....;_. 30_p.PE$O RI-NIED tYAIMs MADE acR R 3,000,000E X I Slid E250.000 5,000.MED EX (AnY mlePerson). S_. —-- PERSONAL&ADd INJURY S 3,000,000 GERL AGGREGATE LIMIT APPLIES PER;k GENERAL AGGREGATE S 6.000,000 X PRO ._( .... . .". .. POLICY f. 1 P"O- l.:.. LOG ` PRORUGTS-COMPIOP AGc S OTHER. S A AIIromoaiLEL.IAwuTy 13AP0162D17.00 ., 4910tY1D16 X 1 I I 0S101I16. PR9O ePBcaEINR9E�TDnY1SINGLE ID NG A GE _ SS 500000E ANYAUTO DILY INJURY(Per pew) AYHED X AUTOS aODLY INJURY(Per acddent) S HIREDAUf05 S COdPICOLL DIED: 5 UMBRELLA LtAB OCCUR I I EACH OCCURRENCE S EXCESS LIAR CLAIMS MADE I. AGGREGATE S CEO RETENTION S D WORKERS roMPENSAT IkM1IC01=4-60(AO57 OW1015 I�011M16 X TATUI€_ A AND EMKOMS,LIABILITY Y 1 N WCA18'1015 00 MA 09107f�15 09 011201E ANY PRMrrOR?PARTNERfEXECUTIUE N!A ( 'I t EACH ACCIDENT S 1000000 I OFFICERIMEM9ER EXCLUDED? I (Mandatory In NH) i -WC DEDUCTIBLE$500,000 E L.DISEASE-FA EMPLOYEE 9 t 000 000 S desae un j E.LDISEASE-POUGYLA►T $ _ 1, 00,00,0=sdRIPT10N OT dESCRWIM OF OPERATIONS 1 LOCATION9 f VEHICLES IA'CORD fei;AddiffwW Remarks Schedule,may as attached If move space Is requ4ed) EvldenceoTfnsurance. . _ - .� . . CERTIFICATE HOLDER CANCELLATION SdarCdy C0rp0m60n SHOULD ANY OF THE A13OVE DESCRIBED.POLICIES BE CANCELLED BEFORE 3055 Cleawim Wa y. THE .EXPIRATION 'DATE THEREOF, NOTICE 1M1I8_E BE DELIVERED. IN San Mateo.CA 99402 a ACCORDANCE WITH THE POLICY PROASIONS_ AUTHORIZED REPRESENTATIVE of Marsh Risk S Insurance Services CharlesMarmolejo 0IOSS-2014 ACORD CORPORATION. All rights reserved. ACORD 2812014101) The ACORD name and logo are registered marks of ACORD Version#44J op.;SolarCor it y September 8,2015 q _ . A. 3 ` ;it k Project/Job#026967 RE: CERTIFICATION LETTER Project: Smith Residence 33 Eagle Ln Cotuit,.MA 02635 To Whom It May Concern, ti 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: , t Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS -Risk Category = II -Wind Speed = 110 mph, Exposure Category C Ground Snow Load = 30 psf - - MP1: Roof DL= 14 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP2: Roof DL= 14 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL'-- 21 psf(PV Areas) - MP3: Roof DL= 14 psf,Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 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 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. ei ' 4 - I certify that the structural roof framing and the neW attachments that directlysupport the gravity loading and wind uplift loading from PV'modules have been reviewed ana determined to meet or exceed structural strength requirements of the MA Res.Code;8th Edition. 41 .. 1 _ Please contact me with any questions or concerns regarding this project. Digitally signed by William A.Eldredge Jr. x Date:2015.09.0815:45:16-04'00' William A. Eldredge, P.E. . Professional Engineer T: 888.765.2489 x58636 `- email: weldredge@solarcity.com .3055 Clearview Way San Mateo,CA"94402 T(650)638-1028 (888)SOL-CITY F(650)638-1026 solarcity.com A2 roc 243771:vA csLe W8104.CO M 8641,CT HIC 063a}778;DC HIC 7110140,OC HIS,71101488,HI CT-29770,MA HIC 164572,MOMHI0-126949.NJ WH0616wo0, - - - . ©RCC@980498,F2A 077343,1?C'1'OLf1271)08;WAf3CU SUt,AFiC'919pT•020j3SoterCltv..Atl riplits t�served,'` 09.08.2015 SolarCit PV System Structural Version#44.7 Y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Smith Residence AHJ:I Mashpee Job Number: 026967 Building Code: MA Res. Code, 8th Edition Customer Name: Smith, Scott Based On: IRC 2009/ IBC 2009 Address: 33 Eagle Ln ASCE Code: ASCE 7-05 City/State: Cotuit, MA Risk Cateqory: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.634707 -70.465281 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Evan Crocker Calculations:I Ryan Atwell Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP o • a• Mish ,DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA. USDA Farm Service Agency 33 Eagle Ln, Cotuit, MA 02635 Latitude: 41.634707, Longitude: -70.465281, Exposure Category: C I - STRUCTURE ANALYSIS_= LOADING SUM_ MARYAND MEMBER CHECK- MPi 5J _ Member Properties Summary MPl Horizontal Member S ans Rafter Pro erties Overhang0.74 ft Actual W 1.501, Roof System Pro erties S an i Y� �..,n 110.97 ft: N.< w 2,Actual D, .9 25"I, Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material;. .., w 3 Corn `Roof :; F:• S an 3 -,. -. ,, , r 13.88 in.^2 A' Re-Roof No San 4 S. 21.39 in.A3 , „,S an 5 w s:,b - . :. Ie QP TIx- i2,�_ : ": in.A4•u Plywood Sheathing ., .�� �„ �; � �r_,�. �Yesx• � ��� _�> 98.93 '*, - Board Sheathing None Total S an 11.71 ft TL Defl'n Limit 180 Vaulted Ceiling ': wF �" '7, " "Yes ;PV 1`Start:•> 1.92 ft _Wood Species.. z�Xaq,SPF,.a,�• Ceilin Finish 1/2"Gypsum Board PV 1 End 15.33 ft Wood Grade #2 Rafter Sloe : &1, q k 4t t.=.•i ,450 « - PV 2 Start 4 ^11°111P a .. ,. si ,F" 875 Rafter Spacing 16"O.C. PV 2 End F,, 135 psi PLat Bracing 'Full,'. " & . ..PV 3 Start a , v •,4'A ;�_ s: o it x l!a,_ • 44 1400000 psi Lat Bracing Full PV 3 End Emin 510000 psi. Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.41 19.8 psf 19.8 psf PV Dead Load. .: _�e 9 "A o�x, PV-DL'r# .re. ; o a;-s•3 0 psf x.r141' 4.2 sf,. Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load '' 12, � p �,_, I ps 8,7 sf;�_.. W.LL SL �.�a .,0,:�:-30.0 sf<� x 0.54.E x.0.29b ��:16:2 f,=,„ �,.. k Q- Total Load Governin LC I TL 1 36.0 psf 1 32.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)py; COO-%Ct=1,1,I,=1,0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - ' I CF Cr D+S 1.15 1.00 1 1.00 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 21 psi 0.7 ft. 155 psi 0.13 D+Lr . ..- _'.362' si .-� �M 1273: si • .. ,; -<0.28: • ° 4 W,rs?D+ Lr�r:c, Bending Stress # ' _ :, .:: .. ...' 6.3 ft.�w .�� Bending - Stress -15 psi 0.7 ft. -1273 psi 0.01 D+Lr ` Total Load Deflection 0,„' 10 2 An.%141/926-` ` &6 2 ft:"' •`1.03`in. , ` 180 z'0:19 .;. . . .>.e , m•.�. . sa f w r .. I .• (CALCULATION OF DESIGN WIND_LOADS=MP1 Mounting Plane Information Roofing Material. Comp Roof PV�System T em. , w-., T yrv- SolarCity tTM ,. •, . ; Spanning Vents No Standoff Attachment Hardware - ;,a .p ComuMount.Tvoe C Roof Slope 450 .� ._:. Rafter Spacing . ...0 .. - m 16"O.C. a ry — _ I Framing Type Direction Y-Y Rafters Purlin Sp Acing - *X-X Purlins Only. w.: _ NAB Tile Reveal u Tile Roofs Only NA Tile Attachment Systems Til6-WoR ofs Only "I, %NAB -t i?b 0 g• <° Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind:Desi n Method- y -�'-�g� o-, ,� __ _,- _ Partially/FLuIIyEnclosed Method Basic Wind Speed V 110 mph Fig. 6-1 ExpoSUre Cate 0 v. • . Roof Style Gable Roof Fig.6-11B/C//D-14A/B Mean Roof Hei hts fah _ ti� .-25.ft,- -� ��. .� � �� �... _ r...... .> , �!.,._ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor K-Kt l 00 Sect n5.1 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor:, _ L -Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 pslf Wind Pressure 3 Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.°Pressure'Coefficierit Down 'GC E)ow ,21 1' - 0.87,. ,,,. ,_ , . , ,, ...r. , Fig.6 116/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 ='. _- Landscapes .s _. t. n 24" -- N Standoff Configuration Landscape Staggered Max Standoff Tributary Area „` „Trit► _ - � 18 sf =aF <_•• .=sxa. ,}y PV Assembly Dead Load W-PV 3.0 psf NetjVmd Uplift at Standoff. h„ Tactual -391`Ibs ° • Uplifpacity of Standoff T-allow 500 Ibs Standoff Demand Ca acity- DCR- aa. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48'f 66" Max Allowable Cantilever - A - Standoff Confi uration Portrait Staggered Max Standoff Tributary Area ' — Trib PV Assembly Dead Load W-PV 3.0 psf 489Ibs _. z '"Net Wind Uplift at Standoff v T-actual, Uplift Capacity of Standoff T-allow 500 Ibs .. Standoff-Demand Ca aci •. . , �- DCR � .; ,. �, ,��. � .F, 97.9%,o o � .. ,µ; , � ,��„���.x�:�, � .�,,�..�.� � w,. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK"- MP2' Member Properties Summary MP2 Horizontal MemberSpans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties . "'S' an 1 ."' ` ",-;``_11:23 ft Actual Dom.* ..,. , 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin 'MateriaC' _ u =m = .um Com .Roof :� � v�.:,�5 an 3.*,Ad", w ,a tf: ff, w o.a=pM ;,. t�•=i13.88 in:^.V, . Re-Roof No San 4 sx 21.39 in.^3 Plywood Sheathing.. a, x oe,- o, --Yes b o ­i�S an 5 q< M, .°" ,W,AW oy*5.e X' _V `kI" " � in.A4`, Board Sheathing None Total Span 11.97 ft TL Defl'n Limit 180 Vaulted Ceiling °'t a- '°" "'` '„Yes,v"'' PV 1 Start 2.17 ft,-` , , ..Wood Species d SPF w 4, Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Slope, ': PV,2 Start. : 67777 77 w, J, vn p, c� ff C4 a Fe A� 0 R A,-875 psi°��"` Rafter Spacing 16"O.C. PV 2 End F„ 1 135 psi Top'Lat Bracin •,.a v w#_ g;.. �<4#a Full,4 � ;f 4%P.V 3 Start', -,,. , - ., . .y,; Es r :1400000`-psi 'u Bot Lat Bracing I Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.10 15.4 psf 15.4 psf PV bead Load PV-DL 7 ::3:0 sf, Ax,1.10 ww,<i^ �r..a _� w _ 3:3 sf�:, Roof Live Load RLL 20.0 sf x 0.93 18:5 sf Live/Snow.Load LL SL12k= • 30.0 1 psf, x 0:7._ I x`0.7 ^° 210:psf" ` ':'21':0 sf. Total Load(Governing LC I TL 1 36.4 psf 39.8 sf = Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7(Figure 7-21 2. pf=0.7(Ce)(CO(IS)p9; Ce-0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 28 psi 0.7 ft. 155 psi 0.18 D+Lr bending(+),Stress U ,v:-u4463 sk *,,, ,; w. . 6.4 ft.F) 41"a -1 1271 si,,*O' 4 '"T iK, 0.36 .K..s: x . D+Lr Bending - Stress -9 psi 0.7 ft. -1273 psi 0.01 D+Lr Total Load Deflection ^ 110:1610 9 F 906°4 .11 "6 4 ft. " i`n "0.831n `: 180'a 0.20 b b y _ . �CALCULATION�OF DESIGN'WIND LOADS=MP2 Mounting Plane Information Roofing Material Comp Roof PV S stem T e �' SolarCity_SI_kMountT"`1'' � y Spanning Vents No Standoff Attachment Ha Comb Mount Tvoe G_ Roof Slope 250 Framing Type Direction Y-Y Rafters Purlin SSpacing .. ww, X-X:Purlins Only NAB Tile Reveal Tile Roofs Only NA Tile Attachment System ile�Roofs 0 IY'_z .. x. lik w r r , Nq a= , . r , v t ,:,I �e I gam. Standin Searnfirapspacing M Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ' %* ry Partial_—Ful=�`ly>Enclosed Method. Basic Wind Speed V �110 mr)h Fig. 6-1 Ex r osure Cate o - `'" '" C ., .• u Section 6.5.6.3, Roof Style Gable Roof Fig.6-11B/C/D--14A/B Mean Roof Height .. .. R: v. -h 25 ft-, .. $"• ," 0 ,Section`6 2 1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor , ._ � Krt,. ;, 1 00 - &,L,, t ,e Section 6.5_7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor_.. "� 1.0` Ir"' °" ,77 A -m k ,%Table,6-1' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient` Down "� GC �`�') 1= _A "?{ 4 xi- W.45 r;� ;a ;� Fig.6-11B/C/D714A/B Design Wind Pressure P p= qh(GC) Equation 6-22 Wind Pressure U „ -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS' . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" MaxAllowable.Cantilev_er m 77 La_ndscape 24,�_ x. .. • . 4NA ,5- Standoff Configuration Landscape Staggered Max Standoff Tnbuta_ry Areas .> 4 Trib: - ,.., ,. , . 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff° ' >--T-actual 7.,,-T _ .-r. � Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 70:5% X-Direction Y-Direction Max Allowable Standoff Spacing. Portrait 48" 66" Max Allowable_Cantilever< ; 4 '.Portrait 19 "`'N r. Standoff Configuration Portrait Staggered Max.Standoff Tributa_ryArea� r., sf. PV Assembly Dead Load W-PV 3.0 psf Net Wi d Uplift at Standoff -}•Tactual o j e. ;441 Ibs, , .•. ,.. Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca'aci `m DCR 88 2/o �, m��I a;v-Ar vA .Q 40".:4 . ;" STRUCTURE ANALYSIS -`LOADING SUMMARY AND MEMBER CHECK- MP3; Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Pro erties N w 'S an 1 ' . IIIIA8 ft' . +*Actual D§F' ` �9 25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes • . Roofing Material , , �Com Roof', °'' '�O t S an 3-' T „ ,` °. . .... A y .'13,88 in., Re-Roof No San 4 S. 21.39 in.^3- plywood Sheathing YesIF S `an 5`' ;. , . , �. ,,: �, Board Sheathing None Total Span 12.22 ft TL Defl'n Limit 120 Vaulted Ceiling'-- __ " :Yes° PV 1'Start w M �;.2.92 ft;, Wood S ecies m Ceiling Finish 1/2"Gypsum Board PV 1 End 16.25 ft Wood Grade #2 Rafter Sloe ;. 451- 4 ,„. :u. AP;V 2 Start..a ., A,.: 4 a Fb Am:.875psi Rafter Spacing 16"O.C. PV 2 End F,; 135 psi Top Lat Bracing Full:. .4 PV 3 Start _n a L L so ,v, ,ok 4 51 „, z a^E t r-4400000 si Bot Lat Bracing Full PV 3 End Em;,, 510000 psi - Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.41 19.8 psf 19.8 psf WDL _ 3.0: sf x�1.41'S *;R PV Dead Load m � � ;;- ,t _ .� .�, �, P ,,��... �.. ,: ._� � �. & a_c ,�_ 4.2 psf, Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load �.�. ,� .._.ALL SL�,2,. ,a,Iv. 30A sf a,�, C�x0.54.�.,1x 0.29. 16.2!psf . ,v �i; 8r7,psf 41 f Total Load Governing LC TL 1 1 36.0 psf 1 32.7 psf Notes: 1, ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(I,)py; Ce=0.9,Ct=1.1,IS 1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr . D+ S 1.15 1.00 1.00 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 22 psi 0.7 ft. 155 psi 0.14 D+Lr Bendin + Stress9 ,, ,399 si g • ;' :" ""`"'6.5 ft. ':' 1273 i R. u r 0:31 D+ Lr_ Bending - Stress -15 psi 0.7 ft. -1273 psi 0.01 D+Lr Total Load Deflection "'.` _ 'U4 irf' '802` :-_ 6.5 ft °1:62.in. 120 ., _0.15 M1 [CALCULATION OF DESIGN WIND ti Mounting Plane Information Roofing Material Comp Roof - PV,.System Type._ _ _Solar_City SleekMountT"' " � °d Spanning Vents No r�® Standoff: Attachment,Hardware Comp Mount Tvpe C''' "' Roof Slope - 450 Framing Type Direction Y-Y Rafters Purlin SSpacmg RL ;9 XX-X,Purlins.On_N . w _ x NA Tile Reveal Tile.Roofs Only NA Tile'Attachment System_ . ,"° _; Nile Roofs Only . L a 4 r � N_A Standing SeamfTrap Spacing SM Seam Only NA Wind Desi n Criteria Wind Design Code ASCE 7-05 9--Rd'Design Method `" Partially/Fully Enclosed Method _ • � - : `r : Basic Wind Speed V 110 mph Fig. 6-1 _Exposure Category � „ ,. �;5 ' 7077777 7-7 ��,,���,� ection 6.5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/B - G ,• �"25 ft °Section'6.2 Mean Roof,Hei ht h Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 �—-� - -.--. f-- Topographic Factor m - ., a Kn. __ 1.00 Section 65.7 Wind Directionality Factor Kd�r. 0.85 Table 6-4 Im ortence,Factor I -. _. • _# .. ,., ,1.0„ "Table 6-1 m, Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. PressiireACoefficient' Down '" GC w ` "t ~' ' 0 87 Fig:6 116/C/D 14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down Pfdownl 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff.Spacing Landscape 64" 39" Max Allowable-Cantilever . . , Landscape - _- a 24" - . A r„„ ,., '�""Nq Standoff.Configuration Landscape Staggered Max,Star doff Tributary_'Area � � � "�` �Tribe` � � � ° �: �r�' � ,, 18 sf. � PV Assemb psf Load W-PV 3 0 Dead Y 9L n „ $ 391 N � � p Net d'Uplift at Standoff Ta; T_actual 4- Ibs ,� � . , Uplift Capacity of Standoff T-allow 500 Ibs Stand Demand Ca aci ..., :� '1 DCV 41 '°k sk:783%u mo.en, 'r;*�,,,+.k"-��Sr+� ., .t�� t��u'�. :+s el nits oz X-Direction Y-Direction Max Allowable Standoff Spacing- Portrait 48" 66" g Max Allowable Cantilev_er� _.` Portrait '= 17" Standoff Configuration Portrait Staggered Max Standoff_T_rit►utary'Area Trib �` PV Assembly Dead Load W-PV 3.0 psf Net Wind U 'lift at Standoff T-actual ", 489'Ibs _p__ - - - _ -__ _ Uplift Capacity of Standoff T-allow 500 Ibs Stand D and Ca aci DCR „ w 97.9 Town of Barnstable Building Department - 200 Main Street ELARNST"LE, * Hyannis, MA 02601 9�b i639. . (508) 862-4038 �Fo�A Certificate of Occupancy Application Number: 200901928 CO Number: 20080418 Parcel ID: 002002043, CO Issue Date: 09/11109 Location: 33 EAGLE LANE Zoning Classification: Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: k 11 O Building Department Signature Date Signed TOWN OF BARNSTABLE Building . ti Application Ref: 200901928 m• (BARNSTABLE, Issue Date: 05/07/09 P eC, I II� 9 MASS. 039• Applicant: BAYSIDE BUILDING INC � Permit Number: B 20090710 Proposed Use: DEVELOPABLE LAND Expiration.Date: 11/04/09 Location 33 EAGLE LANE Zoning District ` Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002043 Permit Fee$ 739.50 Contractor � BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 145,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT AN AFFORDABLE SINGLGE FAMILY 3 BEDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 BATH WITH A 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD SUITE 12 INSPECTION HAS BEEN MADE.' CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: oe �d �c c" THIS PERMIT CONVEYS NO RIGHT TO OCCUPY-ANY'STREET•ALLY.OR SIDEWALK OR ANY PART.THEREOF,EITHER TEMPORARILY OR PERMANENTLY; ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPEC]FICALLY PERMITTED'UNDER THE BUILDING CODE`MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM 11 THE DEPARTMENT OF PUBLIC,WORKS.. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. \ 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION.APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 12, 013 `�- t °1u1� 2 t'.... 1 e/a 2 l3VSHID 3 1 Heating Inspection Approvals Engineering Dept F� 2�`�Q� ��s Board ofjIe lth .x ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' d• 4_ Application # Health'Division_ 0 Pu O4 p Date Issued � O Conservation Division 'o Application Fe Planning Dept._0 / , 2 6.61-a J , Permit Fee f Date Definitive Plan Approved by Planning Board Historic - OKH A/a Preservation/Hyannis Project Street Address 33 JFA 61-,- 4-Yi-N;15—: Village 7-0 OwnerL'dV IT , ®Uf /�(�' 45/�� <�� Address a < ?-j CF.(ITEA-V 14-� Telephone_ 7 Z/r /8 'M Permit Request v CDN 57'P_gc? Itxl 3 bFbRAd,4 2 6 Ard Cl-, W Irk .4 i 01,e_ CARAOe- Square feet: 1 st floor: existing proposed 1 2nd floor: existing proposed Total new 13 Zoning District Flood Plain Groundwater Overlay Project Valuation /Y� l/ Construction Type f'2AWF- Lot Size IQ" 04 0 Grandfathered: ❑Yes 34o If yes, att . suppQhing documentation. Dwelling Type: Single Family: r Two Family ❑ Multi-Family(# units) ; Age of Existing Structure /J Historic House: ❑Yes 9 9 I9/No On Old Ki g's Hig�iivay 0 Yes ❑'No Basement Type: �d`Full ❑Crawl ❑Walkout ❑Other `°^ M Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 73 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: EfGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Y o Fireplaces: Existing New Existing wood/coal stove: ❑Yes @""N'-o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ new size_ I� gzz- Attached garage: ❑ existing dnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3<0 If yes, site plan review# Current Use ���" l Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /� Telephone Number -7�lo/O�l� Address `� License # 19 0,5-d y S Home Improvement Contractor# Worker's Compensation # WC-F Od 7 3 Y46 - 40 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO o � SIGNATURE ��— DATE lZIb 9 3 �� - FOR OFFICIAL USE ONLY APPLICATION# ' .DATE ISSUED } MAP/PARCEL NO. i ADDRESS VILLAGE OWNER I r DATE OF INSPECTION: ' t FOUNDATION a� ,lo Oi�62 46 e� (Pbd oq R> ci— FRAME INSULATION R (o O y FIREPLACE . ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �31�"�It/ Ok !�Z/D 4 DATE CL'OS.ED OUT 4 � ASSOCIATION PLAN NO. ti The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 {` ivww.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nan1e(Business/Organization/Individual):. 13 A r�/5/7)9 136 l�(%O !Ae C. Address: 9 5 City/State/Zip: C6417,Fk U/LL A 11- Phone#: � e k` `791— /Qydl Are you an employer?Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. X I am a general contractor and I 6. KNew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workuig for me in any capacit}•. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. El We are a corporation and its required.) officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I l.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.) 'Any applicant Uiat checks box,,'I must also fill out die section below showing their workers'compensation policy information. t Homeowners who submit dmis affidavit indicating(he) are doing all work and then hire outside contractors must submit a new affidavit indicating such. `Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. i am an emplo-rer that is providing trorkers'compensation insurance for tnY enrploYees. Below is 1/re policy arid job site iltforrnatiolr. Insurance Compam Dame: 1101b14 Polio• i or Self-ins. Lic. u: &/Er-/ 00,7-3 iVO6 ` j� __ Expiration Date: Job Site Address: 3-3 �EACLr L/V, CdTV 17 P4- City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisotunent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerli der the pa' allies of perjury that the irtforrnatiort provided ab ve is true and correct, Si nature: /� ,- Date: C(� Phone#: Official use only. Do not write in this area, to be completed by city or town ofj<cial. City or Town; Permit/License# Issuing Authority(circle one 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical InspEm 6. Other Contact Person: Phone#: Bays&Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Worker Comp o ty s p All Cape Garage Door 6/l/04 6/l/09 6/l/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04' 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/l/07 1/l/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 112/7/09 Carpet Barn Inc 1/l/06 511110 111105 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/1/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 l/l/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 1/l/05 1/1/10 L &M Glass Co, Inc 5/1/04 5/1/09 5/1/04 5/1/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/l/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 °p1He ro�� Town of B ariistable Regulatory 'g y Services 13AMSTAEMMAn $ Thomas F.Geiler,Director Building Division. Tom Perry, Building CommMoner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section J f Using A Builder f �a�vtT lPv�r.4o54e /005 ol& L1,�. /n b'le ..:::...... the.subjectptopett-y- .,..... .. hereby s uthotiz e AMS 0. (�l !N i; . �G. :. .to,act on tny b ehalf,. in all jnattets relative to work authozized.by.this building.p e=ft-applicationtfor: (Address of Job) Sigmtute of Owner Date Print Name 4 f t, a ui iqg Segu a eo an anda�rds � '� �� �,C,,ons�truction�Supervisor Lieense • ` , s p t ,. NOW 10 NMI 1 . f sit TO e t o 5•k sWho Al 7 xt�� f atr t i E a 4 s L'a�v •ko.aK-,y" i a', Y Yam`., .t,{7 - sit 01 to logo i e - a r 1 5 Q o 1 ms � 1� O�`n1exS � s sa 'ossesaourrrent e�ditrontofkthe ai nre Ru p s Of � �a saohs���S;tatbe�Bu�Von MR, l use for quo artio of hasMO�se 60 } t ry h?i E'ed REScheck Software Version 4.2.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Cade: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 816 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC.. Compliance:0.2%Better Than Code TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 1.0 28 FRONT WALL:Wood Frame,24"o.c. 340 19.0 1.0 16 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 - Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 615 19.0 1.0 30 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 52 0.310 16 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 403 19.0 1.0 22 Orientation:Right Side Door 2:Solid 21 0.280 6 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 403 19.0 1.0 21 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joistrtruss:Over Unconditioned Space 820 19.0 1.0 37 Furnace 1:Forced Hot Air 93 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL Report date: 05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 1 of 4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0,310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist[Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: Project Title:THE PHEASANT MODEL Report date:05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 2 of 4 'Air Leakage: Lj Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. l] Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Lj Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. Lj Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Li Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Ll All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated.UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the,electrical distribution panel listing the predominant insulation R-values;window U-factors;type arid efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:THE PHEASANT MODEL Report date:05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 3 of 4 r Project Title: THE PHEASANT MODEL Report date: 05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 4 of 4 2006 IECC Energy Efficiency Certificate Ilion'1s .4F Ceiling I Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): � V #,. hk ZEN Window 0.31 0.31, Door 0.31 0.31 • z Forced Hot Air Furnace 93 AFUE Water Heater: Name: Date: Comments: r Uniformly Loaded Floor Beam[2000 International Building Code(97 NDS)]Ver.6.00.5 Bv: , on:05-01-2009: 1:33:08 PM Project:THE PHEASANT MODEL-Location: LIVING/DINING CEILING ` This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (3) 1.75 IN x 9.25 IN x 12.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 74.6% Controlling Factor: Moment of Inertia/Depth Required 7.68 In *Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.22 IN=U648 Total Load: TLD= 0.34 IN=U419 Reactions(Each End)` Live Load: LL-Rxn= 1980 LB Dead Load: DL-Rxn= 1081 LB Total Load: 'TL-Rxn= 3061 LB Bearing,Length Required(Beam only,support capacity not checked): BL= 0.69 IN Beam Data: Span: L=. 12.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 330 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 180 PLF Total Maximum Load: wT= 510 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3191 PSI Adjustment Factors:Cd=1.00 Cf=1.03 FV: Fv'= 290 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 9183 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2694 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 34.53 IN3 S= 74.87 IN3 Area(Shear): Areq= 13.93 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 198.32 IN4 ' I= 346.26 IN4 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 33 EAGLE LANE LOT#43 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category........................................................................:.......................................................B Q 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q RoofPitch ........:.................................................................(Fig 2) .................................................12<_12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................16 ft 5 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)..................................................48 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)...................................................2 s 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'415 6'8° Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..........................................:..................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................................. Q ConcreteMasonry........................................................................................................................:........... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .....:........................... ........(Table 4)................................................... 28 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5).........................................12 in.5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7° Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_ 15" N/A PlateWasher...............................................................(Fig 5)..............................................>_X x X x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d ` N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................... ..................._1 <_d N/A FloorBracing at Endwalls...................................................(Fig 9)..................................................:................ Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in, Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.<_24°O.C. Q WallStory Offsets ........................................................(Figs 7&8)............................................_ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7g0 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls..,.....................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft?:0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................:...............3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.511' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................9 ft 0 in.5 12' Q SillPlate Spans...........................................................(Table 9)..................................T ft_in.<_12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing...........................................(fable 10)......................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)...:................................................ 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... 4Q Maximum Building Dimension, L Nominal Height of Tallest Opening2............... ........................:..............................6'-8"5 6'8° Q SheathingType............. .............................:.(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).........................:...........................12 in. Q Shear Connection(no.of 16d common nails)(Table 11). Y Percent Full-Height Sheathing.............. ........(Table 11)........................................................ 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).......... N/A Wall Cladding Ratedfor Wind Speed?...........................................................................: Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf 0 Lateral.............................................(Cable 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= � plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..............:.................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q 33 EAGLE LANE LOT#43 COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect.Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ` ii. All horizontal joints shall occur over and be nailed to framing. ' iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to.the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment { ,� <"rN r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CMR 5301.2.1.1)1 -WHEN THIS EDGE RESTS ONS FilIIMING US£Sd W ATizc r--_—IT 11 t1 1 11 17 1 II li 1 Y 1-1 i 11 11 r 11 11 11 11 I7 11 11 11 it 11 11 I • N 1-1 1 11 I� 1 7 11 11 - 1 1 Y 11 Ir, 1 1 F it li a t 1 d 11 ii � I 1 m h 11 t Z a.1 Q 11 11 p Ir 1 Vy X W li 11 1 1 a IJ 11 V II 1.1 M 1 IA t II re 11 I rl �11 11 II I I)OUeftu Ef)GE MAILSPACING �I i PANES_ _•- I • Y r See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.01 a I 1 1 6 z C i 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 11 11 m 1 FRAMING MEMBERS 1 1 EDGE RiTERMEWLT£ i 1 1 1 1 Z c=F 31GAIN. WAGGERED 3"M NAIL PATTERN PANEL PAWL EDGE DOU6LE MAIL EDGE SPAMG GErAL Detail Vertical and Horizontal Nailing for Panel Attachment Temp,ParcelEdit Page 1 of 1 l� Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 043 Street Number. '33 �( Unit: Dev Lot: LOT 43 Road Name: EAGLE LANE T/R F E Sec. Road: Villlage: 07 -Cotult Part of M/P: MAP 002 PCL 00,2 Plan Ref: IPLBK 617/69 75 (APP 7-62) Date Added: .... ........ Updated: Update <Delete Add Anoer http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 N - _ _ O _ _ ..:. _ — DETECTO n w _ - n g KE REVIEWED. sgy. 6ARNSTABLE BUILDING DING DEFT.T o3�E_ . � 00 wo FIREDEPARTMENT - BOTH DATE - SIGNATURES ARE RGU.ED FORM ITNPE W— .. La o CARBON"40NOXIDE ALARMS PER too MAS ACHUSETFS/AUfBUILDING CODE - ® 00 ®o� w m w FRONT ELEVATION " - SCALE: 1/4" . 1'-O"- O - - - -- — — 3 3 _ _ I—w Q —.. � fill _ LI -. :.:: —_ JU Q O tLi J. Lu I ,SWEET REAR ELEVATION GAL C JOB: DT W 9 " N O N O ui 00 Im. W L ® z r� U LL , pL�d W O " < O LEFT ELEVATION RIGHT ELEVATION p 0 SCALE: 1/4" - 1'-O" - 'SCALE:.1/4°_-m 1'-0" - W Lo Z m O - � (L - - - . TrP.R02F - 2X10'e 0 16 O.C. - - F.G.IN L 'NURRIGANE CLIP' R30 F.G.INSUL./ FASTENERS AT ALL 2016.O. - e/e•PLYWOOD SHEATHING/ RAFTER/TOP TTE - - - . - - ASPHALT SHINGLES JUNCTIONS TYP. z3 STRAP N4 . - ',AGYP. ARD- RIG WASH BARRIER WIND WA BARRIER REQUIRED . HALL 5 TH T EXTERIOR EDGE OF EXTERIOR WALL ' TOP PLATE 12 - N 12� - BLACKING 4'-O'O.C. _ - 3 2z10'9 6 16.O.C. 2x10'S B Ib'O.G. IN FIRST TWO JOIST O TYP-EAVES / BAYS FROM GABLE Iz8 FASCIA/1.4 SECOND MEMBER - `iz9 STRAPPING f"w Q CONTINUOUS VENTING DRIP EDGE 13R Lxb FRIEZE BD.W/BED MOULDING - q'T. I/2•GYP.BQ4RDm - Z Z LLI TYP ExTERIDR WALL FOYER KITCHEN ^ N-j N' i - 2,6 OCT.STUDS 0 24'O.C✓ - Q W _O . 6'RIq F.G.INSUL./ - - W� 1/2'PLYWOOD SHEATHING/ - D W.G.SHINGLESTYVEK WRAP/ - W-O" q'-0° FINISH FLOOR - - Q - ON SUBFLDOR Q 6'RI9 FIBERGLASS INSU W(V V Utib 2x10'S Y 16.O.C. 2z10'S i 16 O.G. PT 2z10'9 V 16°O.C. 2-2xIO GIRDER =m w 1'1'P.FdJNDATION WALL 4_2 g"y�10.GIRT 4.4 P.T.POST m� L P.T.SILL ANCHORED 28'O.G. GALV.METAL POSTANCHOR ~In -y W 8.XY-q'CONCRETE 13R- $ASEMENT 12'-SONG TUBE'PIER TYP. - DAMP PROOF BELOW GRADE - . 10YO CONTINUOUS FOOTING • q•T I/2'LALIY GOLU�S _ 'O NOTE, 3 I/2'CONCRETE SLAB L.I . 3/B" ANCHOR BOLTS 6 MIL VAPOR BARRIER EMSEDOED 7" 12'-0" SPACED 28' O.C. .- 12" FROM CORNERS - WASHERS 3"x3"xl/4" - - SHEET 24'-0° SECTION "AH JOB: 0916 SCALE, I/4° I'-O" - DRAWN BY, KW DATE: 5/I/09 _ s � 415'-o° N 191-01 CQLo _w00 R — Lo - _. w o w _ o _ - LL w O -- cr _ _ �. g i _ - ®F� -m' t � � V j' LIJ U') o 2a10'e _ 1 12'_6n - •13i_6v sT, • m w L 0 244DH2EE0 �.. T ABOVE g R�P. 52'x60' 4 LO ----- C ,VINTL CARPET - i _ _ _ M - :PULL DOWN ��". a - STAIRS r / \\ 1 Y 12:_On a O 244DH7449 C'GRArF 2Q \\`Jv� 92'z57' - 4'CONCRETE SLAB v I� v (S)9 1/4'LVL ABOVE PLUSH C O O - . PITCH TLD DOORS _ i - s 2 _ CARPET J 2'1 R LIVING 244DN2BE016 N = � 3 . 7'><9'O.N.DOOR i4'-4"> '-B Ifi'-O° - F W Q . rs - - o v 2� S. v K , ZQ W +.a Q . SEE DETAIL SNEET Al `9 n W J Z NARROW WALL BRACING in m • a- O J Ne W W V c NOTE: g TO WCONT FCMTIO TO X B AND R ~In # CHECKLIST FOR ADDITIONAL NIGH WIND TECHNIQUES - RELATED TO THIS PLAN O 2i_6e 9�_0e 2:_6° 4'-0' 6:_0. 7'-0e' 7'-0. 6:_0. 4�_0e iuu 14'-0' - 34'-O" EAR WALL COMPLIANCE: - 48-0° 30% OF EACH WALL.RUN n/ VERTICAL SHEATHING WITH /1 Bd NAILS 3"EDGE/12" FIELD SHEET FIRST FLOOR PLAN (4)16d NAILS PER FT BOTTOM PLATE SCALE: 1/4" . I'-O" IL. 11%OF EACH WALL RUN � - - - - .VERTICAL SHEATHING WITH 8d NAILS 3° EDGE/12" FIELD' (4)16d NAILS PER FT BOTTOM PLATE JOB. 091c . - DRAWN SY: KW . DATE. 5/1/Oq N - V O N O Ln V J Ln J n 00 U lL n w . O $I = O 7 - _ cr _ ®L one s� _ '� — e -B" 6-a^ 9-oM = W Lo a • LIN 21 b) n : .. (2)244DN2449 O BEDROOM CARPETi CARPETTV . o N . R KNEE WALL KNEE WALL_ —. ._ Q - -_ _---------- _._.. _.. _ ......____ Z Z W t W�- rp a - * w W V - p - SHEET .. SECOND FLOOR PLAN �� SCALE: I/4" m 1'-O" JOB: 0916 . - DRAWN BY. KW DATE. 5/I/09 48'-0' s N 2-4° 5-4" ---- ------- ------ . J 1 - _ e` 00 ,... :1 2-2x10 GIRDER - O -1 44 P.T.POST - I - .V) GALV.METAL POST ANCHOR' .. - -- 1 IOL%SONO TUBE'PIER TYP. U 1- 1 I CI 6ka IBULKNEAD FOR � I 1 1 _—_--- —_-- --- LO I a®gAy I W.46 CONCRETE WALL Ib'x10'CONTINUOUS FOOTING'TTP i - - BASEMENT VAAPPOR`Z TE MAR1ER O 5'-11^ 6_II° - - m I. GARAGE - - I - 4'CONCRETE SLAB .- I SPLIT - •I PITCH TOWARD DOOR I '.I GIRT ` C �7 wAD N I n I IP L-KT �I.., \ J PKT I N . ✓ L-J L J L- I I I 1 , 5-200 GIRDER I • I I '�I L__ _-j 3 1/2'DIA.STEEL COLUMN • - - I `.' F_ __� SO'.50'x12'CONCRETE PAD I .. . I _4'�, I I DROP WALL 10' I __yq�) � O I N I I e DOOR I `I F_ _ � I ;I -- • I r o A Le'x T-9'CONC.WALL _ - — I I6'xIo'CONTINUOUS FOOTING TYP.. Z.Z W — — o — —— I L _ — — — — J Q Q'E - - W W ~ - y a Q J W W U 0 5/8' ANCHOR BOLTS ~Ql # EMBEDDED 7' 34'-O" SPACED 28' O.C. 451-011 12" FROM CORNERS 0 WASHERS 3"x3'x1/4" - J SHEET . - DRAWN BY: KW - DATE: 5/1/O9 N V O . • � N O 'Lo s J N C H L wLL �d . JOINT,DESCRIPTION - xuFmrn a NUFleea a NAL ePACING g L O - Iwu mx.Nuta b� - - - - - - ROOF FRAMING d O I w x aAFrot roe NAIL® a-ee a_Iw eACN v�p( ) DtEND NDR.TO CORNER - �TL�fi DBL TOP PLATE Rill alnep4ap m aAl•Tea(om w.ILeo D r CY . WALL FRAMING -. - (3)FULL NGT.STUDS TOP Putea Ai INtmePSTICNa(PA-NAILIM) .= 1-Icd �.niNis AI� - _ 1� TUO(PACs N/JI.eD) a IM Y-16e L ` JACK STUD EAOFR Tp NFJ.Oeft(PAC¢N4LCD) IW M'4 AIRiO®OLB r M W NAIL TOP PLATE \'� - - FLOOR FRAMING - �On TO 2 OF NDR .IApT io piu,lW Pure oR OIRDOt M.NNL®) A-ee 4-tae JOIeT �p y� W/]ROWS OF 16d NAILS - euxxna is.alai(Toe N41tm) a-eG a-toe Pupal Wp • � •9'O.G. . elcra011O TO Blu qt TOP PUTE(TOE NA Lm) -ie 416e �1 BLOOC ''i - STRUCTURAL PANEL HEADER CONTINUOUS HEADER JOT.olerniTOPR.Iw9rtOPAn�lmepW(PLt9) ��) n-ae� a-tw Pena,alBri W NAILED ed-COMMON (dO.NnlLep) -I�e Pea.plat z 0 3'O.C.EDGE AND FIELD ®MULTIPLE OPENINGS swp xneT To elu at TOP PUTe(Toe NAltm) -O-wp - Pot FaoT d ROOF SHEATHING - -pe m O - INopp siw+cn+aA�PAN®b - @p Y�1 � a _ . - DOOR TRIMMER STUDS w'Ft�e oa ��oPA� N•o c4 epees•FleLo . RAPTOtB OR.TgYB.4Fa DPACeD OVea I6' .. - � m, 1� /•e0aPJ6'PI¢D ' - - .. GABLE OI LL RACK Oda RAKL•1a110B B�TauCluwRALeFtuJlp • lOd 0•etGe/A•FIe� . _ - eNON4LL RAKE eR RAAee TPYEB uJ tO01tNIF.BIOCXB` Oe .. 4 epGPJ�'Flt].O 2-3/e'ANCHOR WILTS - - CEILING SHEATHING - - - w/3'z3'PLATE WASHERS - - .. - r mGeiw Plan WALL 914EAT14ING - eP .ro a o.c. roe me IeLp . Ye,ANp 9TPWM m•FIB010pARp 12GP110,PIELO. .5•G IVALIEA�RD .Bd CCq.fTl9 FLOOR SHEATHING 3 . I OR L®e PANS ' .ee -.W! •6GPll':FlELO O cwATmt THAN I epcPw FleLo f—w Q . 1 O CI DOOR BGALE�N.T.e. .3 Q CL Q o �, wwu Cl H fn . 'SHEET A 60 - JOB: 0916 DRAWN BY. KW DATE, 5/1/0.1 `pFIKE Tp Town of Barnstable BARNSTABLE. ` Regulatory Services 9 MASS. i639• Building Division prED MPS 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Rfk- RZ, &A15 . Location �33 �5#961-C- L,A{\I- C°7' Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The f9alowing items �.need correcting: /, 'r lo 3 S b u L,1 f- �PJG-r4tEt ic--b LS T 6 V- -)10 t3c t [� To 5IA5�7-kQ C-�. Please call: 508-862-4M for re-inspec ion. ; Inspected by L1P i U Date AW THE Teti Town of Barnstable 0� 71 Y�. /gyp C�es BARNSTABLEp Regulatory Services 9 MASS. a0 ,63q. Building Division prFD MAy 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 a Fax: 508-790-6230 r Inspection Correction Notice TypeP of Inspection Locadonf 3-� :7- . Permit Number 41L Z D 0 ® f 2 Owner �'� z' r Builder 5 One notice to remain on job site, one notice on file in Building Department. The following;items need correcting: Li0 LL L ' b� C �,, G �s � �i � m � C��'` ✓ 91-�X` k' 61& 7' 6UJP& ,&-'fro7pa�' of 66a:r :7-)(Y ?Wkg, &AMACox�_ IJYr (off Please- : 508-862-403--for re-inspe tion. Inspecte y ✓� c Date 71o7 /01 �a : �oFIME Town of Barnstable BARNSTABLE, - 'Regulatory Services "'63 R µ` 9� prEO a.r Building Division M # 200 Main Street, Hyannis,MA 02601 f , Office: 508-862-4038 Fax: 508-790-6230 •�tR`�f . .�.;i, a •: Inspection Correction Notice <Type of Inspection ' G LocatSfon*�3 i 6476 Lam e� . Permit Number Z d /� O Owner z' Builder XW5116& One notice to remain on job site, one notice on file in Building Department. The following,items need correcting: ctf&14 6 q 00 C&,Vwer. (Zie,(o PC_ � y , U D4�UtS7h C.-EIGI�� �� �1vaT2 ( �tXJF �14�/5 ,eGaGf� 11+��2E (�Iqy, , w z G ' l.` Ou 7570 UCr& ? LfNp6-o— ?cra. `r 7 o-fro W 7-6 f&6 U zAr-e erx- OD X-A CC 77 67-6. , 03.E Please?r�e al 508-862-4:&for re-inspe tion. Inspected:,y DateT 4w , TempParcelEdit Page 1 of 1 per! dP{%� "'S 'a✓_'.y 5 h Y`�q,"' . WIN Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 I 002 ; 643 ............. Street Number: 33 Unit: Dev Lot: LOT 43 Road Name: JEAGLE LANE; T/R: ` Sec. Road: }r T/R: Villiage: 07 - Cotuit A' Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: WON Delete Add An®th'er htt-D:Hissgl2/Intranet/Proi)data/Tem-PParcelEdit.aspx?ID=Add 1/16/2008 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 VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. s MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Mashpee REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) AL J B-0 2 6 9 6 7 0 0 PREMISE OWMER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN roe NUMBER: SMITH, SCOTT SMITH RESIDENCE Huy Nguyen �Ol���rl� CONTAINED SHALL NOT E USED FOR THE J BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 33 EAGLE LN �� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 5.72 KW PV ARRAY �, PART TO OTHERS OUTSIDE THE RECIPIENTS COTUI MA 02635 TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: T, # THE SALE AND USE OF THE RESPECTIVE 1(22) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: n 1 5 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 7 133I COVER SHEET PV 1 9/8/2015 (888)-SOL-CITY(765-2489) www.gdarcity.com PITCH:45 ARRAY PITCH:45 33 Eagle Ln MP1 AZIMUTH:213 _ ARRAY AZIMUTH:213 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH:213 ARRAY AZIMUTH:213 MATERIAL:Comp Shingle STORY: 2 Stories (E) DRIVEWAY PITCH:45 ARRAY PITCH:45 MP3 AZIMUTH:213 ARRAY AZIMUTH:213 MATERIAL:Comp Shingle STORY: 2 Stories Front Of House LEGEND 40516cked Mared 0 (E) UTILITY METER & WARNING LABEL Unl c ged INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC DISCONNECT & WARNING LABELS Inv AC © AC DISCONNECT & WARNING LABELS AC B IN R BOX & LABELS DC JUNCTION COMB E Digitally signed by © ❑ / William A.Eldredge Jr. Date:2015.09.08 AI O DISTRIBUTION PANEL & LABELS 15:45:42-04'00' O ` D LC LOAD CENTER & WARNING LABELS tKoaF O DEDICATED PV SYSTEM METER wtUJAMA 0 p STANDOFF LOCATIONS MXREMiFt — CONDUIT RUN ON EXTERIOR $ oft 50037 MP --- CONDUIT RUN ON INTERIOR — GATE/FENCE ,�sssyyy Q HEAT PRODUCING VENTS ARE RED aani. MP3 B MIDI ci I% 'I INTERIOR EQUIPMENT IS DASHED c A SITE PLAN STAMPED & SIGNED scale: 1/8" = 1' FOR STRUCTURAL ONLY o 1' s' 16' J B-0 2 6 9 6 7 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER 4 CONTAINED MALL NOT BE USED FOR THE SMITH, SCOTT SMITH RESIDENCE Huy Nguyen ; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A.$olarClty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 33 EAGLE LN 5.72 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (22) HanWha Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.- (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: 9196193315 PV 2 8 2015 (866)-sOL-CITY(765-2489) .sola cRY.aan SOLAREDGE SE5000A—USOOOSNR2 SITE PLAN 9/ / � S1 _ r S1op (E) LBW „' - SIDE VIEW OF MP2. NTs OF R (E) LBw �" U l SIDE VIEW OF MP1 NTS WWA A. MP2 XYSPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES A S LANDSCAPE 64" 24" STAGGERED MP1 X SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER 19 NOTES Cla ,¢� PORTRAIT 48" " LANDSCAPE 64"- 24' STAGGEREDT - PORTRAIT 1 48" 1 17" � „ ROOF AZI .213 PITCH 25 ROOF AZI 213 PITCH 45 RAFTER 2X10 @ 16 OC STORIES: 2 RAFTER. 2x10 @ 16"OC STORIES:2 � "` n ARRAY AZI 213 PITCH 25 ARRAY 213 PITCH ae C.J. 2X8 @16 OC Comp Shingle Comp Shingle STAMPED & SIGNED FOR STRUCTURAL ONLY PV MODULE (E) COLLAR -nE (E) KNEE WALL 5/16 BOLT WITH LOCK F777INSTALLATION. 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. S1 ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP: SHINGLE 6E:::P�LACEMOUNT. (1) (E) ROOF DECKING (2). 'INSTALL LAG BOLT WITH " 5/16" DIA STAINLESS (5) (5) SEALING WASHER. (E) LBW STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH SIDE VIEW OF MP3 Nrs WITH SEALING WASHER (6) BOLT & WASHERS. C (2-1/2" EMBED, MIN) (E). RAFTER MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVERI NOTES T n' LANDSCAPE 64" 24" STAGGERED i S S 1.�1 Y DOFF PORTRAIT 48" 17" RAFTER 2X10 @ 16"OC ROOF AZI 213 PITCH 45 STORIES:2 ARRAY AZI .213 PITCH 45 C.J. 2X8 @16"OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 9 6 7 00 PREMIX OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SMITH, SCOTT SMITH RESIDENCE Huy NguyenBENEFI �cI's SolarCit mm NOR SHALL ITIANYONE BE"DIS�D N WHXCEPT RCITY OLE ORCIN M0UN11NG Mount 33 EAGLE LN 5.72 KW PV ARRAY , 1 PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES COTUIT, MA 02635 24 st Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (22) HOnwha Q—CeIIS.#Q.PRO G4/SC 260 SHEET. RM. DATE MadiwDrive, MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME PERMISSION OF SOLARCITY INC. INVERTER. PV 3 9 8 T. (�)638-1028 F: (650)638-10Y9 91 961 9331 5 2015 z SOLAREDGE SE5000A—USOOOSNR2 STRUCTURAL VIEWS / / (866)-SOT.-CITY(765-2489) wvm.sdarcit cam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE r BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC204OB1150 Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE ##SE5000A—USOOOSNR LABEL: A —(22)Hanwha Q—Cells #Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:58654166 Inverter; 500'OW, 24OV, 97.57.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR s Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 150A MAIN SERVICE PANEL E; 100A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER +MIP 10OA/2P - Disconnect 3 SOLAREDGE SE5000A—USOOOSNR2 2&MP 3: 1x1 (E) LOADS A ------- - ---------- ----------------- ,. zaov ------------ I L, r-- L2 DC+ N DG I - 2 30A/2P ---- GND ---------------------- EG2 DC+ + - - A --------------- - GEC ---TN DG - MP 1: 1x12 �y�l EGC - -----}J I ---- --------------------- ------------- G N I (1)Conduit Kit; 3/4° EMT o EGC/GEC_ z 2T3 l _ 1 I I TO 120/240V r SINGLE PHASE I i UTILITY SERVICE I i I i I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN - Voc* = MAX VOC AT MIN TEMP OI (1)MURRAY MP2'0 PV BACKFEED BREAKER A (I)CUTLER-HAMMER #DG221UR8 �C PV a2)SOLAREDGE 300-2NA4AZS DC Breaker, 3OA/2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R PowerBox ptimizer, 30OW, H4, DC to DC, ZEP -(2)Ground Rod; 5/8" x 8', Capper -(1)CUTLER- AMMER q OG03ON8 Ground�tleutral Kit; 30A, General Duty(DG) nd (1)AWG(d Solid Bare Copper -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE • - it 3 1 AWG#10, THWN-2, Black 2 AWG#10' PV Wire,60oV, Black Voc* -500 VDC Isc =15 ADC OI41-(1)AWG#10, THWN-2, Red O � (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.33 ADC LPL(1)AWG#10, THWN-2, White NEUTRAL VmP =240 VAC Imp=21 AAC .. _. . . . . (1)Conduit Kit; 3/4".EMT. . . .. . . .. . . . . . :. . -. i AWG THWN-2, Green EGC GEC-7 1)Conduit Kit; 3 4 EMT ( I � . � . � A D . . . . . . . .. . ( ) �8 / ( / 2 AWG 0, PV Wire,BOON, Black Voc* =500 VDC Isc=15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.8 ADC . . . . (!)Conduit Kit..3/4":EMT J B-0 2 6 9 6 7 0 0 PREiA OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE SMITH, SCOTT SMITH RESIDENCE Huy Nguyen �,;SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR1ALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 33 EAGLE LN 5,72 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: COTUIT MA 02635 ORGANIZATION, EXCEPT.IN CONNECTION WITH i 24 St. Martin Drim,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (22) Hanwha Q-Cells #Q.PRO G4/SC 260 g1�: REV. pp Marlborough,MA 01752 INVERTER SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.- (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE sES000A—USOOOSNR2 9196193315 THREE LINE DIAGRAM PV 4 9/8/2015 (686)-SOL-CITY(765-2489) www.Warcity.com WARNING:PHOTOVOLTAIC POWER SOURCE '• • � • • '� � • WARNING WARNING • ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS • THE DC CONDUCTORS OF THIS - • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND IN THE OPEN POSITION MAY BE ENERGIZED _ DISCONNECT - ••- • _ • • PHOTOVOLTAIC POINT OF MAXIMUM POWER-_ INTERCONNECTION POINT CURRENT(Imp) A • ••_ WARNING: ELECTRIC SHOCK MAXIMUM POWER- HAZARD. DO NOT TOUCH POINT VOLTAGE POWER -Mv ••1 TERMINALS.TERMINALS ON INN VOLTAGE SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE SYSTEM V MAY BE ENERGIZED IN THE OPEN UIT POSITION. FOR SERVICE SHORT-CIRC CURRENT(UIT=Isc) , DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC _ • OPERATING VOLTAGE V WARNING ' ELECTRIC SHOCK HAZARD ••1 IF AGROUND FAULT IS INDICATED NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED - DUAL POWER SOURCE ••- SECOND SOURCE IS •.1 •, PHOTOVOLTAIC SYSTEM WARNING ELECTRICAL SHOCK HAZARD •• "•-_ • • DO NOT TOUCH TERMINALS ••1 CAUTION • TERMINALS ON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED ••1 •' DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING INVERTER OUTPUT • • CONNECTION '•1 - PHOTOVOLTAIC AC DO NOT RELOCATE • _ DISCONNECT •'" THIS ODEVICERRENT • MAXINIUM AC A ' '• OPERATING CURRENT •"• _ MAXIMUMAC OPERATING VOLTAGE v • 1 �� �• • • • r r r r r r 3055 aearview Way San Mateo,CA 94402 r r r r a r �r • r r r r r •• • • r r rj 1Wr. r 15 Next- Level_ +, Next Level PV Mounting Technology '�$OldfClty I ZepSolar Next Level PV Mounting Technology �SOIdfClty I ZepSolar g Zep System Components for composition shingle roofs Up-rr000f Ground Zep Interlock (w,y side awn) - . - Lereltug Font -" - . w " "_ "S. Zcp Cwnpalfldc W Nodule , i l is _7 `� Zeo Groorc — --�-•` . Reef Attxfiment Array Skhl ti a�� Description , PV mounting solution for composition shingle roofs cGNpptw Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using Comp Mount Interlock Leveling Foot U` LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 SpeCIfICBtIOnS 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 zepsolar.com zepsolar.com Listed to UL 2703 r 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 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 soar=@ * solar ' • • SolarEdge Power Optimizer _ Module Add On for North America- P300 / P350 / P400 SolarEdge Power Optimizer P300 P3So P400 Module Add-On For North America x t (for 60-cell PV (for 72 cell PV (for 96 cell PV' d ( , modules) modules) ;'modules) . ti � � t � (INPUT. - ,r.. �:_... - - P300 / P350 / P400 Rated Input DC Power 300 35D 40D W. _............................................................................. ...... ...... ... .... ... ... ` - - .Absolute Maximum Input Voltage(VOc at lowest temperature) 4S 60 - 80 - Vdc - . MPPT Operating Range__.. ..........8-4S.....................8-60 8 80 Vdc - .. .................................. - a ■ - Maximum Short Grcu(Current(Isc) 10 _ .. .. .,, Adc ........... Maximum DC Input Current .- ................................12.5 Adc Maximum Efficiency.. ....... ............... 99.5................ .. ... r '".+c • „` `:_ '. Weighted Efficiency .. 98.8 .......... .... % - e ........... ............. .. ......... ..... ..... _ - Overvoltage Category II (OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - - ` - Maximum Outpu[Current 15 ............. ............. Adc _._ - �. - ............................................................................................................................... ...... ............ Maximum Output Voltage 60 Vdc I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer .1 Vdc _ fa I STANDARD COMPLIANCE I fE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 -. y"-"".' ........ ...... ... ............ ... ................. ......... ... .... .... ......... .............. ........ .a s : ' Safety IEC62109 1(class II safety),UL1741 s .. y. ROHS Ye _ - )INSTALLATION SPECIFICATIONS -` Y - Maximum Allowed.System Voltage _ - 1000 Vdc - Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in ........ ........ ..... ...... .... ..... .... .. _.. ......... .. .. ...... . Weight(including cables) 950/2.1 gr/lb . ..................................... ..... ........ ... ........ ..... .. .... ... .......... ... .......... Input Connector MC4/Amphenol/Tyco ... .......... .................................. .... ._... .. .. ............... .......-. ......... - Output Wire Type/Connector Double Insulated;Amphenol -- ............. ...... ..-.. ...........,...... ........... .. .... .. ................. .. 3 .. Ou[ut Wire Length 0.95/3.0 I 1.2/3.9 m/k� .Y' Operating Temperature Range ..... ... ..-40-+85/40-+185. ......... ........ .C/F... ....... ._............ .... ... ... .. ..._ .. .. y Protection Rating IP65/NEMA4 e Relative Humidity - � 0-100 � % xxee src rwwe.ard:moawe.moame ar�om.sx eo.e.raean<eanwea. .. - - PV SYSTEM DESIGN USING A SOLAREDGE - THREE PHASE THREE PHASE' {{ INVERTER - SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum stun Len h Powero timizers) 8 10 18 ...............g... .�.... p... ... ............ ............. .. ......... ............ .. ...._ ....... .... Up 40 25%more energy - - -Maximum String Length(Power Optimaers) .............. .........25.. .. - . -.25 50 - - - - Maximum Power per String - - 5250 6000 12750 w r. Superiorefficiency(99.5%) _ .... ....... ............................. ........................- . Parallel Strings of Different Lengths or Orientations - Yes _ _ — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ _ '' """"' """"' ................................. .. .'' '' ".. '" ''""""............"""""""'"'""""" _ - - Flexible system design for maximum space utilization — Fast installation with a single bolt77 - Next generation maintenance with module-level monitoring r Module-level voltage shutdown for installer and firefighter safety M USA - GERMANY - ITALY - FRANCE - JAPAN. - CHINA - ISRAEL - AUSTRALIA wwW.solaredge.u5 '� - MECHANICAL SPECIFICATION Format 65.7 in x 39.4in x 1.57in(including frame) (1670 mm x 1000 min x 40 mm) W - - elght 44.69 lb(20.0 kg) _ _ ..�m..�,>n>•e,� Front Cover 0.13 in(3.2 min)thermally pre-stressed glass - with antw_eflection technology q �� Back Cover Composite filmin- •„I 6 m„�„ ,,,,,.•,. - Frame Black anodized ZEP compatible frame gem .�-• ..'F"` - Cell 6 x 10 polycrystalline solar cells !unction box Protection class IP67,with bypass diodes t,.- ,� s"��,•,...--""��• - Cable 4 mmr Solar cable;(+)a47.24 in(1200 mm),(-)a47.24 in(1200 mm) Connector MC4 UP 68)or H4(IP68) 'm*a,-I© I°"`n- •' • ,1. ,4ELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDmONS(SIC:1000 W/m2,25-C,AM 1°5G SPECTRUM)' 1 POWER CLASS(+5W/-0W) IW] 255 260 265 ' • Nominal Power P_ IW] 255 - ° - 260 - _ 265 t Short Circuit Current I [A] 9.O7 9.15 9.23 , Open CirCuN VoNal]e V IV] 37.54 37.77 38.01 Current at Pa. I_ [A] 8.45 8.53 8.62 - t Voltage at P„o, V,„e Iv] 30.18 30.46 -30.75 The new Q.PRO-lii41SC is the reliable evergreen for all applications;with Efficiency(Nominal Power) rl i%] "a 15.3 a15.6 "a 15.9 � a black Zep iCompatible"M frame design for improved aesthetics, opti- PERFORMANCE AT NORMAL OPERATING CELL rEMPERaTURE(NacI 800 W/m',9533°CAMLSGSPECTRUM)'- mized material usage and increased safety..The 40 solar module genera- PDwERCLass(+swi ow) - F [w] - 255 2so 265 _ _ _ -.__. ___ _ tion from Q CELLS has been o timised across the board: improved output Nominal Power PNPe [Wl 188,3 192.0 p p P Short Circuit Current - r I,r -- fAl a _ - 7.31 - 7.38� '- 7.44 yield, higher operating reliability and durability,.quicker installation and Open Cirpr„yq13ge V. LVI 34.95 35.16 ° 35.38 more intelligent design. Current at Pam, I_ LAI 6.61 6.68 6.75 VoNageatP_ _ - V_ [V] ---4 .... 28.48 28.75 -« 29.01 'Measurement tolerances STC;s3%(P_,);x 10%0,V,,,I,mp,V_) 'Measurement tolerances NOCT a:5%(P_);x 10%11,Va,I_V, ) - INNOVATIVE ALL TECHNGIOGY PROFIT-INCREASING GLASS,TECHNOLOGY 0 CELLS PERFORMANCE WARRANTY Y PERFORMANCE AT LOW IRRADIANCE 6 Maximum yields with excellent tow-light •Reduction of light reflection by 50"/q,. vx m _ �a�e�_ g - - _ ,. _o� At least 97%of nominal power Burin _r- ++ first year.Thereafter max.0.6 o degra- and temperature behaviour. plus long-term corrosion resistance due W __ •Certified fully resistant to level 5 salt fog to highttuality At least year.dti.n per 92%of nominal power after „ e Sol-Gel`roller coatingproressing: E At least 83%of nominal power after - ENDURING NIGH PERFORMANCE e -,h6 z5years. +i k All data within measurement tolerances. •Long-terrn.Yield Security due to'Anti EXTENDED WARRANTIES Full warranties.in accordance with the 140 - - 'm m rm - - PID Technology'.Not-S ot'Piotect? •Investment securi due,to 12-ear : ova ant term s of the Q CELLS sales IRRADLIRCE Wh.9 &1l. P ty Y i y and Traceable,Quality TraAlm. 'product warranty and 25-yearlinear - - . g ,sahon your respectivecountry. The typical change in module efficiency at an imadiance of 200 W/m'in relation nr an of n re i „ aun to 1000 W/m'(bath at 25°C and AM 1.5G spectrum)is-2%(relative). •Long-term-stability due to VDE Quality performance warranty=. Tested-the strictest-test program. TEMPERATURE COEFFlCIENTS(AT.1000VVJW,25°C AM 1.5 D SPECTRUM) - 1 . tceus"` { Temperature Coefficient of lsc a [%/Kl +0.04 Temperature Coefficient of V. It [%/K] -0.30: a top 6RMU.PV 1 Temperature CoeNicieM of P_ y [%/K]- -0.41 NOCT - [°FJ _113 145 t 3°C) SAFE ELECTRONICS D •Protection against short circuits and PROPERTIES FORDESIGN thermally induced power losses due to 2014 Maximum System Voltage V_ IV] 1000(IEC)/600(UL) Safety Class 11 breathable junction boz and welded Maximum series Fuse Rating - [A OC] 20 Fire Rating - _ c/TYPE 1 # e _ Max Load CULP [Ibs/ftrl 50(2400 Pa) Permitted module temperature - -40°F up to+185°F - cables. on continuous duty (-40°C up to+85°C) PAnfnn` Load Rating WILY [Ibs/fY1 50(2400 Pa) 'see installation manual quantyTegtoO QOF1,LfQUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION ...vn. 1 °°•da xotT t , UL 1703;VIDE Quality Tested;CE-pliant; Number of Modules per Pallet 25 j 'c'+""•"•4, •rmo� ! IEC G1215(Ed.2);IEC 61730(Ed.l)application class A THE IDEAL SOLUTION FOR: to.AGO:t507 Number of Pallets per s3'cuntalner 32 s, r eMOAl (r A ` Number of Pallets per 40'Container - 26 Rool[dP arrays on Gpoz P4,, DVE C E �l" j Pallet Oimensions'(L x W x H j - .' - 68.5 in x 44.5 in x 46.0 m t _ residential buildings h� � c ,„, usO (1740 x 1130 x 1170 mmPallet Weight 1254 lb(569 kg)APT t@sl'COndIU0n5:Ce115 at-1l)DUV a in5t rounded,With:COndaCllVe metal ION cOVrredmodule surfac; v 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 .N - - - . � � •c grounded, > - - . I I: - - 'COMPpr this product.Warranty void if non-HP-certified hardware is attached to groove in module frame, a 25°C,168h ' See data sheet on rear for further information. 8001 IrO CELLS ter Corp. _ _ 8001 Irvine Center Drive,suite 1250,Irvine CA.92618.USA I TEL+1 949 748 59 96 I EMAIL gtells-usaWq-cells.com 1 WEB www.gtells.us . Engineered'in Germany GICELLS Engineered in Germany O CELLS solar.=ee ' Single Phase-Inverters for North America solar=@@ }: SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE11400A-US .t SE3000A-US SE38WA-US SE5000A-US SE6000A-US SE760OA-US ISE10000A-US SE11400A-US I OUTPUT ( . NominaFAC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters . .............................. ....... ................ 166Qq-�?46Y 5400 @ 208V 10800 @ 208V Max.AC Power Output - 3300 4150 6000 - 8350 - - 12000 VA _ • 5450-@240y. ...:.. ..:...:......... :1095o0;ki9y. .................::.......... For North America - -AC Output Voltage Min.Nom.-Mazlu - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ACOutp8t oltage ✓ , ✓ ✓ -. ✓---.. ........ .......✓-.-.-- . ......................................... ................ .........A..... .... ........ ........ . ....... -. .. ... AC Output Voltage Min:Nom:Max.i'I ' SE7600A-US/SE10000A-US/SE1140OA-US 211-240-264 Vac AC Frequency Min,.Nom:Max....... -------------- ----- --- --59.3---i 60-60.5(with HI country setting...:-60-:60s�-----„----„ ...--------.-,-- =-..Hz- - 24 @ 208V - -48 @ 208V - Max Continuous Output Current 12S I..- -.16 --,.I-.-21,E-240y I 25' 32 47.5 A . - -42 @ 240V .:...........I. ........... ... ............ ....... ` GF01 Threshold .. .............. ' ..:......1. . ..-................................................ ....A..... ;y Utility Monitoring Islanding Protection,Country Configurable Thresholds Yes - Yes IINPUTt - 8 ..x;,;'i¢2"idN' - , f .#, � s. - 4 -• _ . verte� Maximum DC Power(STC) 4050 5100 675Q 8100 10250 - -13500 1s350 - W _ Transformer less Ungrounded Yes - "'"""�."'{ .12 Max_Input Voltage..................... .....'...... 599 Vdc c Wartant'1 i°,', I `, Nom DC Input Voltage ,- 325 @ 208V/350 @ 240V,--, .-._.-- ---- Vdc.... .. ...... ................................... ................ .... 208V. . @.208V: I . .. .. .... Max. nput Currently ._. .......... .....13 .... ........ 18 ..._...23 ... ... ......... ......345 Adc... - ._. .. .Max.Input Short Circuit Current. ' .. - _ ...... '.. ............................................ :.................................................... 45 ..................... ....... ....... Reverse-Polarity Protection - ..... ... Yes ..... ................ .... .. - ........................................... ............ - Ground-Faultlsolation Detection 600ko Sensitivity ,- .......... c Maximum Inverter Efficiency 97.7 - 98.2 983 98.3 - 98 - °.. CEC Weighted Efficiency 97.5 98- - - 97.5 @ 208V 97.5 97.5 97 @ 97.5 % w _- 98.@.Zaov ......... 97s @ z16v ............. Nighttime Power Consumption _ <2.5 <4 - _-= IADDITIONAL FEATURES - Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee:(optional) - ........................................ ........................................................................ yl Rapid Shutdown—NEC 2014 690.12 Functionality enabled when Sol rEdge I _ Revenue Grade Data,ANSI C12.1 O ,,, ...--.-. ............. ............................. ............ ......... ........ ....... ..... ....... ........ .. d arEdge rapid shutdown kit is installed101 I STANDARD COMPLIANCE )-` - .. _ UL1741,UL1699B,UL1998 CSA 221.....:................................... ........... ........................................... ...................................................... ....... ...... !- Grid Connection Standards - - IEEE1547 . .. . ......... - . ............................................ .......... ..................... ..... .. .. ................................. . Emissions FCC part15 class - - }�" - INSTALLATION SPEC - - £ . .-:. ..... . minimum ......... output conduit sae/AWG rang 3/4"minimum/16-6 AWG 3/4 minimum/8 3 AWG ...... ....... ............ ............ ................................. .. ..--... ...3)4 nimumstrings .. .. DC input conduit size/N of strings/ 3/4"minimum/.1-2 strings/16 6 AWG - :•"T iE _ ,AWG ran&?............. :......-...................... ..........:........:...... ......... .... .... 14:6 AWG .... ... .. ................ .-.. - 30.5 x 12 5 x 10 5/.. ..in . Dimensions with Safe Switch N 30.Sx12.5x7.2/775x315x184 775 x 315 x 260 mm - Weight with Safety Switch.-'.---_-„-, .---:,----51.2/23.2-----.....I- ---:- 54.7/24:7-.. .-"Natural---- --.... ...4....... _ =-ib/kg-.. W ... ... ... .. convection - ' Cooling Natural Convection and internal Fans(user replaceable) fan(user " _ - - replaceable) ` The best choice for SolarEd a enabled systems v .<so dBA a Y Noise - _ ...... .................. ... .... - Integrated arc fault protection(Type 1 for NEC 2011690.11 compliance Min:Max.Operating Temperature Isi g p ( YP � p -13 to 1140/ 25 to+60(-40 to+60 version available. ) "F/'C — Superior efficiency(98%) Rang?.......:. . ....... ....... - Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket ---otherregio --....--please...--..--.Edgesuport. ........................................ — - - -pi For other regional source maybe please usecond; theact inveSolartc,r support. - — Built-in module-level monitoring - 0)Avenue higher gracurrde Inverter SE—A-US0 nverter will 76lim0 its invetcuSE76rrent00-US002NNR2he values ted _ pl Revenue grade Inverter p/N:SE>trawl-USOOONNR21Tor 7600W Inverter.5E7600A-U5002NNR2I. r - Rapid shutdown kit F/N.SE1000-RSD 51 — I nternet connection through Ethernet Or Wireless - lsl-00verstan F/N:SE—A-USOOONNU4(for 760OW'nvert—SE7600A-U5002NN114). _ - Outdoor and indoor installation x 777 77aT vv .s — Fixed voltage inverter;DC/AC conversion only Pre=assembled Safety Switch for faster installation '' Optional-revenue grade data,ANSI C12:1 � s_unsaec • USA GERMANY ITALY PRANCE JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOIdIeCIgE:US a ca Foundation Certification in Barnstable, MA Prepared For : Lot 43 Eagle Lane Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F I.R.M. Map Zone: C �� Engineers and Land Surveyors � q.�,L� 78 North Street, 3rd Floor u ` Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner. Cotuit Equitable Housing, L LC Job Number. 2005-214 Scale 1" = 20' 05-20-2009 •irp rn� cc t� 4 CL n h Coco a co a AGL� 44N.� 4,,191. tV R- S to �2 72. '�S8 40 s�. E � -� 13,88, • e � $ N M SPIKE SET EL = 57.85' 0 av ov �s F� \os o°N � 9 ti^ w cY LOT 43CL Co 3 12,000± SF ° 0.28f ACRES o o O D LL o � w 0 � L 0Ln N O O N s Z O w I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. N THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 4 Ln 0 0 N oS -U. c� o REGISTERED PROFES ONAL ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N O cam.L�Cl - 1. LOCUS PROPERTY IS SHOWN AS: ASSE'SSWS MAP 002 - PARCEL 02 I M FRONT - 20' - SIOE/REAR - 10' I UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS .AA` ..r ML 4 COMMUNITY PANEL NUMBER?: 025%1 0021 D v�j ��`"'� ME THE FLOOD INSURANCE RATE MAP DEFlNE'S THIS AREA AS ZONE C, =sasz MHJ32 AREA OF AMMMAL 'FLOODING. --4DC �`. wMER SHUT S 7540'S0' E / _.- 5. ENVIRONMENTAL NOTES: �• SITE IS NOT wTiMN AN A.C.E:C. (AREA OF CRItiCAi. ENVIRONMENTAL 00L49 / SITE 6 NOT )MMIHIN AN AREA OF ESMATED HABITAT OF RARE Q $ S WILDLIFE PER NHESP.MAP OCTOBER 1. 2006 'ESTMIIATED Z S s -E/pC y�• S2� MIBMATS OF RARE WILDIIFE" FOR USE WITH THE MA WETLANDS \C 6 46 - -- _ 95, PROTECTION ACT'REGULATIONS (310 (SIR 10).' hip - �` 56. 0 -__` 15 LF a SITE DOES NOT CONTAIN A CERTIFIED.,VERNAL POOL PER MOP O 4 - S-2.11x MAP OCTOBER 1, 2mwcewo VERNAL. POOLS.' �c s (AS PROPOSM) SITE 5 NOT WIMN A PRIORITY M IMAT PER M*SP MAP OCiOBER y .�47.42 , 1. 2006 'PRIORITY HABITATS OF RARE SPECIES"' FOR SPECIES UNDER 11 iIASSALXISETIS ENQANCRED SPECIES ACE, (�+ s \ R•06�16 •10 =50sa REt' ILATIONS (321 CMR10) $ f SITE IS M�MN A MAX:APPROVED ZONE M GROUND WATER =joss =50ss worn SS =5UI FEW REOPME PROTECTION AREA &.�' CONSHKIC'T10N 1! r ` 1. ALL GENEW CONSIRUCTI0M NOTES ON SHEET C-2 FROM THE W -- 35 lF ,S SUBDIVISION CONSTRUCTION PLANS FOR CDnNr MEMOWS. DATED 59.9 '1� � J8' RCP �` $ 6/25/07, SML`'HEREBY APPLY Tiff TMS SITE'PLML x c Wo.89�r 2. ALL G1tADING, DRM�AGE; AND UMIITY NOTES ON NEST C-5 FROM �s. t5 RCP -(As aPoem) THE SUBDIVISION CONSTRUCTION PLANS FOR COXVT MEADOWS. 55.0 S-10.1Ni. DATED 6/25/07, SFW1. HEREBY APPLr TO THIS SAE PLAN. ._4a83 0 ` S� (As vMP6stv),= ; I SEWER BUI1M CONNECTIONS: . LOT 42 WL COMER SHALL BE 3 FT. ' i� �• SET CLE4NOUTS AND MNKfAMY CLEARANCE FROM OTHER MITES \�� `�•. ' ► ' AS REQUIRED BY BARNSTABLE>DPW. •�\ �� ` �r i 2 �` - MIVIMlJMi SEWER SERVICE CONNECTION SLOPE SHALL BE 21Xw �\\ �ry 54.055.5 ` 1 50.82 2 DEEP 1 � �.' � p (� 'GARDENZ `� Meadows Subdivision (250 C.F. STORAGE) � � � ���`�-- � Cot uit TOP-52.0/13OTT'O -M.0`� �` x 54.5 I: IU x Ir DEEPCotuit-Barnstable, Massachusetts LEACHING BASIN W/ 1STONE , ' .� CONNECT ALL \`�` �`�`��` � FFMMM FOR so L�Tn C01MIT EQUITABLE HOUSING, LLc OR EQUAI. LOT 43 P. O. Box 95 MOW* SF 0.28E ACRES ' .` OPEN SPACE Cw*eMIIL, MA 02632 Tm.E Site Plan Lot 43 Eagle Lane BAXTER NYE ENGMERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 ��,111 of arts \� Phone-(508)771-7502 Fax-(508)771-7622 '� Lp ca 20 0 . 20 60 ISTE SCALE IN FEET �ss�oOVAL E�6` SCALE: 1' 20' DATE 05-04-M, M. DAIS REMARKS lo* 43 , amm map 0: 2005 2005-214 `CML DESIGN 2005-214PBL0TSdw 2005-214