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0230 RUSHY MARSH ROAD
�`� � �' ,` l �� Town, of Barnstable_ Building , srna t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be.Kept t sWAS& ` Posted Until Final Inspection Has Been Made: Permit " d Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-1417 Applicant Name: Approvals Date Issued: 04/26/2019 Current Use: Structure Permit Type: Building-Shed—Residential-200 sf and under Expiration Date: 10/26/2019 Foundation: Location: 230 RUSHY MARSH ROAD,COTUIT Map/Lot018-129-002 Zoning District: RF Sheathing: Owner on Record: SCHMIDT, ELIZABETH M TR Contractor Name: Framing: 1 Address: PO BOX 2065 Contractor License: ;j 2 COTUIT, MA 02635 -� Est. Project Cost: $0.00 Chimney: Description: 10'X16' Permit Fete: $.35.00 Insulation: Fee Paid`:, $35.00 Project Review.Req: 10'x16'shed must meet 15'side setback Final Date: 4/26/2019 Y_ i PIumbing/Gas Rough Plumbing: Building Official Final Plumbing This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applicatiomand the"approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forpublic inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and"Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ' ' Service: 1.Foundation or Footing l ' 2.Sheathing Inspection - --" Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed _ Fin ial: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT *,P < 5� i .o, Town of Barnstable � i. Building Department Services Brian Florence,CBO snRxsrnai.E. Building Commissioner z639. 200 Main Street, Hyannis,MA 0.260.1 DMArA www.town.barnstable.ma.us BUILDING DEPT. Office: 508-862-4038 Fax: 508-790-6230 APR 252019 1 l TOWN OF BARN LE PERMIT# t 1. (. FEE: 939.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 00 Zn6A.Ursh Rtxd Cofu�t Location of shed( Village Property owner's nafne Telephone number Size of Shed Map/Parcel# E-Mail 1 r f U q to-U&hw (0-L4 Si iT tore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg UV:08/6/17 'I LOCUS MAP. - ..4LEi �,W. %,2000 — ao iA..';LOTS 98,99 D^x `rSTR.E,ET PR/VAT 0 sv/DF S 7�'38 5'7'E� S37..92 ' 367.92 _ O 4.5,33% sF i Loa _ V �o _\ A l 4 j. �or�54i va w i �' .` m , iL i 333 S 77'42'.'4'w- nil L: .�32'3.S•2e�ry J a L6 7-5 t An Ca pe Insulate®n u 1 Y Inc , pp Post Office Box 1556 S.Dennis„MA 02660 Building'Insulation Report 'Contractor: Pine Harbor Wood Products Property Address: 23O Rushy Marsh Rd, Cotuit Insulation Type Manufacturer Thickness Square R-Value Area used Footage Fiberglass Batts Owens Corning 3.5 340 R-15 Exterior Walls Fiberglass Batts Owens Corning 9" 220 R-30 Crawl Fiberglass Batts- Owens Corning 91, 40 R-30 Slopes Fiberglass Batts Owens Corning .6.5 180 R-10 Ceiling Fiberglass Batts Owens Corning 9 180 R-30_ Ceiling Fiberglass Batts Knauf Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul Insulation Fiberglass Blown •Certain Teed EFiberglassBlown Certain Teed Foam Heriry 1.8 Permax Foam Henry 1.8 Permax Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec . Certified: Date: Home Improvement Contractor Registration #162656 Tr# 282518 • i � I Office: (508) 394-5700 • (800)`626-9276 Fax: (508),394-2220 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0/9 Parcelaq oOZ '0`1 0 OF fARNST Application #201 Health Division n , � Date Issued /� 1 D Conservation Division Application Fee 7FO. Planning Dept. �_ Permit FJ Date Definitive Plan Approved by Planning Board - Li Historic - OKH _ Preservation /Hyannis Project Street Address -QJD M d SIB OGr�K Village Co Owner (9f2*,o-h - _)C� e, '�'/ �lIIP ,7 Address Co ii5 A2 Q� S Telephone Permit Request 0_vnS d 'd fle�amwl_- Square feet: 1 st floor: existing proposed �2nd floor: existing proposed .. Total new Zoning District Flood Plain Groundwater Overlay Project Valuation A D00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 21 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ®1Vo On Old King's Highway: ❑Yes ❑ No Basement Type: dFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: C. existing L new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas Wr iI ❑ Electric ❑ Other Central Air: ❑Yes a o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing U.new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals ZN uthorization El Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _ — — - (BUILDER OR-HOMEOWNER): Name AMPS �. Telephone Number �d P130 - 0?L?ld Address ccJ QIL �(Lft-� rX License #�S�'� 0 Home Improvement Contractor# 3 Worker's Compensation # /�lG1�o� �9&�(! ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN e-0 A 0 GGa r F / SIGNATURE DATE 7 I S J a FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER h DATE OF INSPECTION: FOUNDATION r S P Fa��ICa © �Z�I(S'" ' . FRAME: Io� lr��rt i! f.. INSULATION a . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. t" r� W n The Colnnzotzxtealth of Massachusetts • .i Deparftzzetzt of 172dustrial Accidents Gr z� 3.- Office of.Irt.vestio ati.ons 600 N'ashiizl ton Street Boston, M,4 02llr Xtwly,17112�.gov/dia Workers' Compensation Insurance Affidavit: Builders/Conti•adtors/ElectriciansiPlumbers Appkicant Information Please Print L-oibl Name (Business/Organization/Individual):_)AL" EBZ� Address: ��o -! (�l "er �e d\D�d City/State/Zip: adryj& ti`5 Phone #: 668 1 36 Z800 Are you an employer? Check the appropriate box: I am a general-contractor and-I Type of project (required): 1.[�I am a employer with 4._ �q ❑employees (full and/or part—'time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling , shipand have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance. ❑ Building addition. [No workers comp. insurance. P� . . required.) 5• ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp, ribht of exemption per MGL 12 ❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.❑ Other employees. [No workers' Other— comp. insurance required.) *Any applicant that checks box H1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing worker's' compensation insurance for my employees. Below is the policy and job site information. .,Insurance Company Name: ® GUA Policy# or Self-ins. Lic. #: 9/6,bb r Expiration Date: Job Site Address: Q !"l l� I `�QrS/I �1if o City/State/Zip: Attach a copy of the workers' compen tion policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the fon'n of a STOP\VORK 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 investiryations of the DiA for insurance coverage verification. I do hereby certr'.)'y unde th pains and p t.a ties of.p ry that : formation erovided above is true aizd correct. Signature: Date: _ Phone Of Ticial erne only. Do not write in this area, to be completed b.v cio7 nr token official City or Town: '•. Permit/License # Issuing .4uthority (circle one): 1. Board of kealth 2. Building Department 3. CitY/To_wn Clerk d. Electrical Inspector 5. Plumbing inspector 11 6, Outer-------- i (:nnMct Person: v v v v F F vv �V�/lv b Office of Consumer Affairs and I�usiness Regulation. 10 Park Plaza Suite 5 17 0 Boston, Massachus.etts 02116 Home Improvement C` trator Registration . rn :: " i McGRATH POST & BEAM CO. Massachusetts Department of Public Safety b� —_, JAMES McGRATH > Board of Building Regulations and Standards 259 QUEEN ANNE RD. V� Construction Supen•isor 1 & 2 Farnik HARWICH, MA 02645 h. License: CSFA-67M65 < r� rN JAATES R MCGR9'rH ,-4 e 204 CRANVIEW ItD ,, •; , " BREWSTER MA,-02631 t c? Commissioner 03/14/2016 671-1 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts'02116 Home Improvement Contractor Registration Registration: 132935 Type: Private Corporation Expiration: 10/3112016, Tr# 259394 McGRATH POST & BEAM CO. JAMES McGRATH 259 QUEEN ANNE RD. HARWICH, MA 02645 -- t. Update Address and return card.Mark reason for change. Address (j Renewal. Employment Lost Card PS-CA1 0 5OM-04/04•G101216 (7/ C nsumnnaruaes& ds'✓ss Regulation License or registration valid for individul use+onl Office of Consumer,Affairs&Business Regulation g Y —, HOME IMPROVEMENT CONTRACTOR before the expiration date. 'If found return to: a - Registration: . -1.32935 Type: Office of Consumer Affairs and Business Regulation sr Expiration: <10/31/2016 Private Corporation 10 Park Plaza-Suite>51 70 - Boston,MA 02116 Mc RATH POST'&BEAM CO "v PINE HARBOR WOOD PRODUCTS JAMES McGRATH 259 QUEEN ANNE RD..s.,: HARWICH, MA 02645' . Undersecretary Not valid without signature I L17/20, 5 11:22AM FAX 15084301115+ PINE HARBOR 160001/0001 MCGRPOS-01 THORNE RD' CERTIFICATE OF LIABILITY INSURANCE OATE(MM/ WYYYY) 7/15/2015 6118 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 INSUREIj AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If tho certlflcato holder Is an ADDITIONAL INSURED,the policy(los)must bo ondorsed. If SUBROGATION IS WAIVED,subject to tho torms and conditions of tho policy,cortaln policies may requiro an endorsoment. A statoment on this certificato does not Confer rights to the cortificate holdor In lieu of such ondorsomont e. PRODUCER jars&Gray Insurance Agency,Inc. P►AiMNe 9Ro Rte 134 1 AIC South Donnie,MA 02660 a MA1 (u!c No: 877)816-2156 - INSURPJi(S)AFFORDING COVERAGE NAIC o INSUACRA:TRAVELERS INSURANCE COMPANIES 31194 InIsuREO INSURER D:NorGUARD Insurance Com an McGrath Post&Boom Corp - —p—y dba Pine Harbor Wood Products INSURERC: 259 Ouoon Anne Rd INSURER D; Harwich,MA 02646 INSURER a: INSURER P COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. INSR •- .._ ... TH TYPE OF INSURANCE A Oj - ITY POLICY NUMBER MMm /yyy EM2RrYyy LIMITS OL A X COMMERCIAL GENERAL LwBIL CACk OCCURRENCE S 1.000.000 CLArM$-MAOti OCCUR 166003688196TCTIS 01/31/2015 01/31/2016 P �O aoo FED mIjw) s 100,00 Me0 EXP(Any one Dorton) s 5,000 PERSONAL&ADV INJURY y 1,000,00 GCNY ACGREGATh LIMIT APPLIES PER F—I GFNERALAGGREGATF•, S 2,000,000 X POLICY U CICT LOC _ rRODUCTS.COMWOP AGG .5 2,000,00( OTHER. "- •• s AUTOMOBILE LIABILITY INt SIN only_ S 11000,000 A ANY AUTO 6A4487B68615SEL 01/31=15 01/31J2016 DODILY INJURY Ira•soon) s ALL Orr �( :CHFDUj AUTOS AUT05 DODILY INJURY(Par acaoanl) S X HIRED AUTOS X ►AIUO O�eD PROP�AMj S (I'Ar eocldent) UMBRELLA LIAB OCCUR LACHOCCURRFNCE S EXCESS IIAa CLAIMS-MADC AGGREGATE S DED RFTFNTION S _Y : WORXERS COMPENSATION _ AND CMPLOYCRV UABIj YIN RR B OFFICCCR/MEMRF�CL DE07 ECUTIVe NIA MCWC691686 07/08r201$ 07/OB/2016 CL FACH ACCIDENT S 100,00 (Mandatary In NM) E.L.DISEASE.CA FMPLOYE S 1001000 Ir ys�,deeulbo under _ DESCRIPTION OF OPFRATIONS below E.L.DICFASE-POLICY LIMIT $ 500,000 00CRIP'n014 OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.AddAlonel Ramada Schadalo,may be Afteched II Inaro space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AU`rHOR1;60 RWRESENTATIVE M 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD �ZHE rqt� `=Town of Barnstable Regulatory Services • snxxsrasr.E, • 9 M ss g Richard V.Scali,Director TEnMa�16 Building Division - Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder elk L4S� ,as Owner of the subject property hereby authorize d e S _ 'r� GLA,4— to act on my behalf, in all matters relative to work authorized bythis building permit application for. (qA , (Ad&ess of Job) rw Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. JV'Ith— 41 , Signature of Owner tore of Applicant Uq = —� E S C Print Name 'Print Name Date QTORMS:O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services -niE ro Richard V.ScaIi,Director Building Division t ReRNCTARr.A. «M6 CSC Tom Perry,BuiIding Commissioner �$prE(5-39- a � 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCAnOK-- number sheet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.L 1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. - The undersigned``homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that ;"Any homeowner performing work for which a.building permit is required shag be exempt from the provisions of this section(Section 109.11-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they_are assuming the responsibilities of a supervisor (see Appendix Q;RuIes&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q.\WPFU-F-WORMS\budding permit foims=RESS.doc Revised 061313 AWC Guide to Wood Construction in High WindArenso 110 mph Wind Zone Massaeh»setIts Checldist for Compliance (780 CMR 5301.2.1.1)1 2 JO �115Hy Mom% �La Check Gp o I T A4 e, Compliance 1.1 SCOPE Wind Speed (3-sec.gust)......................................................................:.:.1:.........................................110 mph `✓+ WindExposure Category.................................................................................................................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story)_�stories <_2 stories ✓� RoofPitch ............................................................................(Fig 2) ....................... �'.IZ<_ 12:12................. Mean Roof Height...............................................................(Fig 2)..................................................1!�-ft <_33' - ° Building Width,W..............................:.......................... :.....(Fig 3).......................................:......... 17-ft <_80' ram° Building Length, L...............................................................(Fig 3).................................................. ee ft <_80' Building Aspect Ratio(L/V1!) ................:::....:...:....................(Fig 4)........................./....................... <3:1 t� Nominal Height of Tallest Opening2....................................:(Fig 4)....................../....................... <_g,8„ 1.3 FRAMING CONNECTIONS J General compliance with framing connections....................(Table 2)................................................................. 2.1 FOUNDATION w Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................... ......I........,`?...c...✓. ...... Q`^.yP. Concrete Mason 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)................,............................... in. Bolt Spacing from end/joint of plate .............................(Fig 5)..................................... - in.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5)..............................................._in.>7" Bolt Embedment-masonry........................................:(Fig 5).......,.. ............. . ..:............. in.>_ 15" Plate Washer................................................................(Fig 5)......... -C,-. /G5//Y1P/rP...>_3"x 3"x Y4" . 3.1 FLOORS Floor framing member spans checked :...................'............(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)................:................ ................ 0ft:512' a� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... L� Maximum Floor Joist Setbacks ` Supporting Loadbearing Walls or Shearwall.................(Fig 1),................................................... O ft <_d Maximum.Cantilevered Floor Joists - Supporting Loadbearing Walls or Shearwall.................(Fig 8).................................................... 0 ft <_d FloorBracing at Endwalls...............................................:....(Fig 9).....................................:.............................. Floor Sheathing Type ..............................:.....:..........'....:......(per 780 CMR Chapter 55)............ .... .......... ✓° Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening....................................................(Table 2)...,Cd nails at I&in edge/JZin field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5).............................`-ft <_ 10, Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................ <_20' Wall Stud Spacing ............................:............................(Fig 10 and Table 5)....................livin.<_24"o.c. ►/• Wall Story Offsets . ....................:....................................(Figs 7&8)............................................V ft <d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5)..............................2x_lg - 7Zft,'� im t, ` Non-Loadbearing walls....................................:............(Table 5)......................:.........2x-�-- ft in. �L Gable End Wall Bracing' Full Height Endwall Studs..........................:....................(Fig 10) .............................................................. WSPAttic Floor Length...................:.......................::....(Fig 11)............................................... ft_W/3 Gypsum Ceiling Length(if WSP not used)....................(Fig 11)............................................_ft z 0.9W i and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................:..................I............. V or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_�A Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)..................................... Splice Connection (no. of 16d common nails). ...:.. .....(Table 6)...........................................................� - AWC Guide to Wood Construction in High Wind Areas: 110 m' ph Wind Zone Massachusetts Checklist for C®mptiame'(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)....................::..........(Tables 7)....................................................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)......................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .(Table 9).....................................aft ® in.<_ 11' Sill Plate Spans ...........................................::............(Table 9)..................................._'A ftc) in.s 11' c/ Full Height Studs (no. of studs)....................................(Table 9).........................................................� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................................................-............(Table 9).................................... ft in.<_12' f Sill Plate Spans............................................................(Table 9).....................'..............-.ft�in.<_ 12" Full Height Studs(no. of studs).........:.........:................(Table 9)......................................................... 7 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest OpeningZ .................................................................�<6'8" 4r............. SheathingType..............:................................(note 4)........................................:............... Edge Nail Spacing.............. .............:.......:.....(Table 10 or note 4 if less)......... .............- in. ✓ Field Nail Spacing....................:.....................(Table 10)................................................. in. Shear Connection (no.of 16d common nails)(Table 10)......................................................W Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.......... ..............................................................0<6,8» v Sheathing Type...............................................(note 4)...................................................... 0!�V ✓ Edge Nail Spacing able 11 or note 4 if less .... ................... in. Field Nail Spacing...........................................jable 11)................................................. in. Shear Connection (no.of 16d common nails)(Table 11)................................................... Percent Full-Height Sheathing.......................(Table 11).......................................................J% 5%Additional Sheathing for Wall with Opening,>6'8" (Design Concepts)..................... NA Wall Cladding Ratedfor Wind Speed?............................................................................................................................... 5.1 ROOFS Roof framing member spans checked?:.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..........................I..........,...............(Figure 19)..............._L ft<_smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....._...:..........::............:...r......:...(Table 12).......f�Z�...............................U= plf Lateral...........................:..................(Table 12).........................................:....L=fil plf Shear.........................................::.....(Table 12).............................................S=Mplf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf Gable Rake Outlooker..................:......................(Figure 20)..............._Q ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................................:..........(Table 14)........................................:....U= lb.,. Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. .......................(per 780 CMR Chapters 58 an 59) Roof Sheathing Type............................. .......... Roof Sheathing Thickness..........................................................................................? in. >_7/16" Roof Sheathing Fastening...............:............................(Table 2)...............,............................... 4 �^ 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. Corner 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. I . AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CIS R 5301.2.1.1)1 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 -WtiEN T M EDGE RESTS ON RRAMING M8d NAILS . -- .../.-------fT----- " 71 11 11 1 AN ' Y 1•I 11 11 11 - 11 11 II 11 11 1 ' 1 I 11 1 I' 1 " •• N Id 71 11 11 O 1 'I 11 17 o n 1'I Ir f, li it m I7 Q 11 1 t w f/ 1 1 11 1 11 11 � n 11 1 � 11 11 It C X, 11 11 11 11 .d 11 71 W - ii � i :.,A 7 ' 1 n rl 11 11 II II 1 NAILSPAOWG - I i PANEt a See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 4- s AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Cheeldist for Compliance (780 cMR 5301.2.1.1)1 r , • � � FRAMING MEMBERS r i EDGERJTERMEDIAT£ i i 3"MIN. STAGGERED XNL PATTERN PANEL PANE1L EDGE DOUBLE NAIL EDGE SPACING WFAL Detail Vertical and Horizontal Nailing for Panel Attachment y t � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map D/8 Parcel M �?9Z Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �?30�tts�ic/M.ggs�i �oQ.CL Village�eurz� Owner G>�eZA Address ;DO.Box o906A Cm6;,�A0 09,05 Telephone iW-o736 Permit Request tF0 of 9JY1XnN6N10k54r a�/, M?J go%iadC8 as 4FAWAA"� W 'Te 6c 21,016GraeuNdMIED&rrN MUM E,4Z47VCRL 5r1r)S TN 86,s'i���o�3,�cncls Square feet: 1 st floor: existing -- proposed �— 2nd floor: existing proposed Total new -- Zoning District RF Flood Plain '" Groundwater Overlay Project Valuation ljeX40 Construction Type MtrA_4_4�-..rOIAW Lot Size --- Grandfathered: 5-Ye to If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) y Age of Existing Structure rt Historic House: ❑Yes V No On Old King kighway:-0 Yes No Basement Type: ❑ Full aVAw" ❑Walkout ❑ Other I ' Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft Number of Baths: Full: existing new Half: existing ne`_v' Number of Bedrooms: — existing - new c� Total Room Count (not including baths): existing "i new First Floor Room Count Heat Type and Fuel: ❑ Gae-- ❑ Electric ❑ Other Central Air: ❑JYeW,f4❑'17o Fireplaces: Existing New — Existing wood/coal stovo-f '3 No Detached garage: ❑ exio -0 new size_Pool: ❑ esrrSt ❑ r`Tew size _ Barn: ❑ existire/b new size_ Attached garage: ❑ existiWL -new size _Shed: ❑ existiW4 -.Mew size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )4 No If yes, site plan review # Current Use .} lwj!qe�L Proposed Use ao c APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name e6*4 Ills e5&*&E. &cr Telephone Number 1d°/- PIP• Address 16o G'oreoYa7i. Aook Dr 4(=410 License# (f3' 1071" �w"►6r )ql Home Improvement Contractor# A6?42.L Worker's Compensation #.".P44L009A00.ZS4 ALL CONSTRUCTION DEBRIS //RESULTING FROM THIS PROJECT WILL BE TAKEN TO zL ur�&X- rD Sal�r�'fy Q��GG �r�O�KC /yiq SIGNATURE��&. > DATE i, FOR OFFICIAL USE ONLY APPLICATION# ' DATEISSUED F r MAP/PARCEL N0. ADDRESS '` VILLAGE Ile' OWNER ' DATE OF INSPECTION: •F_ L 1�F0.UNDATIONss�F-ry�w--���.•°raM�,2r�•:,�a, ' J °' `y ' ' FRAME �_ • ._ ��. .r �_ . ._ r.__ •. •• • F + 'r :INSULATION_; FIREPLACE _ 4 ELECTRICAL: ROUGH FINAL — PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' '. FINAL BUILDING F f DATE CLOSED OUT ASSOCIATION PLAN NO. r { t The Commonwealth of Massachusems ; Department of Industrial Accidents Office of Investigations ' I Congress Street,Suite 100 ' Boston,MA 02114-2017 =�0' www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): $OlafClty Corporation Address:3055 Clearview Way City/State/Zip:San Mateo,CA 94402 Phone#:888-785-2489 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 7000 4. ❑,I am a general contractor and 1 6. ❑New construction employees (full and/or part-time).' have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have, . 8. ❑Demolition ; workingfor mein an capacity., employees and have workers' Y P n'•� 9.,❑Building addition- [No workers' comp.insurance comp.insurance.1 required.] ,5. ❑ We are a corporation and its 10:❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions , myself. [No workers' comp. right of exemption per MGL 1-2.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar Panels. , employees. [No workers' 13.10 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. LContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:Liberty Mutual Insurance Company 1 i Policy#or Self-ins._Lic..#:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: X90 &94/y • X.4/ .�xtu� City/State/Zip: Barnstable,MA Attach a copy of the workers' compensation policy declaration page(showing the policyanumber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification: I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Siertature ��G`^ ✓1 -' %ut r4. 09 Date: 9/25/2014 ' 818167489 3. _ Phone#:_.7 { Official use only. Do not write in this area,to be completed by city or,town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector i 6.Other Contact Person: Phone#• - 3` ,d►coR CERTIFICATE OF LIABILITY INSURANCiE o /20014°'"'""' THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS I 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 policy(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 not confer rights to the Certificate holder In Ileu of such endorsement(s). PRODUCER CONTACT .. MARSH RISK&INSURANCE SERVICES NAME:NAME:PHONE FAX 345 CALIFORNIA STREET,SUITE 1300 ac o Era): wc,No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSU SI AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A•Liberty Mutual Fee Insurance Company 16586 INSURED INsuRERB:LibegInsuranceCorporafion 42404 Ph(650)963 5100 SolarCityCorporation INSURERC:NIA NIA 3055 Clearview Way. tSan Mateo,CA 94402 INSURER D: INSURER E INSURERF: - COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 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. +. ILTR TYPE OF INSURANCE ADDL SUB POLICY NUMBER i MPOLICY UCD EFF POLICY EXP fDDITYYY) _.LIMITS A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY A 100,000 r .PREMISES Ea occurrence $ CLAIMS-MADE a OCCUR NED EXP(Airy one person) $ 10,000 PERSONAL&ADV INJURY $ --. 1,000,000 " GENERAL AGGREGATE• $ 2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,�,000 X POLICY X PRO- LOC Deductible - $ 25,000. A AuioMoelLE LIABILITY AS2-661-066265-044 09/01)2014 09101/2015 �MBI SINGLE LIMIT 1,000,000 xiX ANY AUTO BODILY INJURY(Per person} $ -�------ --- ALL OWNED SCHEDULED - E�DILYINJURY Peiacddent $NON ' AUTOS AUTOS - ( ) HIREDAUTOS Ix AUTOS PRO, M AMAGE $ X Phys.Damage COMPICOLLDED: $ $1,oW $1,000 j UMBRELLA LIAB - - - OCCUR ( EACH OCCURRENCE $ i EXCESS LIAB CLAIMSMADE .^ c AGGREGATE $. I DED RETENTION$ It B WORKERS COMPENSA71ON !WA7-06D-066265-024 09/01/2014 09101/2015 X I WC STATu- oTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE YIN iWC7-661-066265-034(WI) 09/01/2014 09101/2015 EL EACH ACCIDENT $ 1,�'�0 OFFICER/MEMBER EXCLUDED? N NIA 'I B (Mandatory in NN) WC DEDUCTIBLE:$350,OOlY r. - - EL DISEASE-EA EMPLOYE $ 1,000,000 e yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below - EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,N more space is required) Evidence of Insurance. r , CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE :5055 Cleanriew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE ._DELIVERED IN San Mateo,CA 94402 - ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Service Charles Marmolejo .� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD VYI.E�� .. G��iLYG C� Cj/GGC1'rY�Cl''C�?/LUI rul�uyn�ue � . Offrcetol Consumer Affairs and Business Regulation 10 ParkPlaza - Suite 5170 Boston, Massachusetts 02116 Home Improvemeni Contractor Registration Registration: 168572 Type: Supplement Card $ +�_ •t '' Expiration: 3/8/2015 SOLARCITY CORPORATION. { ° J 4 NILE MILLER 24'ST. MARTIN STREET BLD 2 UNIT 11� MARLBOROUGH, MA 01752 a ��^ Update Address and return card.Mark reason for change. Address Renewal Employment SCA 1 Ca 20M-OSifft. f; - a . . �i, ment Lost Card P }r.. ;-r r (��[3 T(J[rrrrnaira rvr�/�nlr�ft'.'crc�rrdf^//'.^ •' � ..^ . .' Mce of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: , = M i Office of Consumer Affairs and Business Regulation Registration: 168572 Type. ,YP 10 Park Plaza-Suite 5170 ' Expiration: 31812015' Supplement 1'.ard Boston,MA 02116• SOLARCITY CORPORATION ', k NILE MILLER 24 ST MARTIN STREET BLD 2UNI' WE!tLBOROUGH,MA 01752 Undersecretary . Not valid without signature .,�_ ..„_..,..:,�'ia, .._:.—l.r.s+.-.,. ., ..,.qv wrY,^ n y��v K-!•• '.' r+!^ i:N r. ,•.,. r . h.... _ ..... .� r �-' Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home.Improvement Contractor Registration 4 t, Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 ^ CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT-11 = - - -- ------ MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sca i .", �ntt c5 ii Address [.i Renewal (—I Employment LI Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR r before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 TYpr 10 Park Plaza-Suite 5170 r.- Expiration_ 3/8/2015 Supplements:ard Boston,MA 02116 . SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BL0 2UNI ` RAAhLBOROUGH,MA 01752 - tt Undersecretary Not v lid without signature ol3ssachusetts -•Depttrtmen of Pubtir~ 5ofefy.' Board of Building.Reguiatio6s Ind Standards . �`ratt�tttf4t341!�iDliS'tlt�>' _ ucense, CS-107663 CRAIG ELLS r. 206 BAKER STREET' " *s f Keene NH 03431 C ra�atiri(�hat!lttt . 08/29/2017 - Al 41 SOafClt . `r Power Purchase A reement Amendment I Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.We estimate that your System's first year annual production will be 5,508 kWh and we estimate that your average first year monthly payments will be$65.37.Over the next 20 years we estimate that your System will produce 105,088 kWh.We also confirm that your electricity rate will be$0,1424 per kWh,fixed for the next 20 years(i.e.electricity rate$0.1424 and tax rate$0:0000). Your Details , Exactly as it appears on your utility bill Customer Name&Address Customer Name Service Address Elizabeth Siaains 230 Rushy Marsh Rd 2M1 Rushy Marsh Rd Gotui,MA.[) 635 Ovturt,MA 026:'s5 As soon as you acknowledge the above design and production details by,signing below,we will schedule your installation.If yod have any questions or concerns please contact your Sales Representative. Customer's Name:Elizabeth Siggins Sehrnt SoiarCity SOLARCITY APPROVED Signatig Date Signature: UNOQN FIVE,GEE) 1 . Customer's Name: (PPA)Power Purchase Agreement jq Date: M/2014 Signature Date _h i0'S5 C.L Afi Ew Y,,, sm mind; OA 94402. 88.kSOL O1TY ; 8:88,7852488 j 'S'OLARCIT1t:.GON1_ . MA HIC 168572iMA LIC.MR-1136 ' ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTI'WRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL UST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GNO GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL REUEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE P01 POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(8) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PVt COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN 1168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X Cutsheets Attached ELEC 1136 MR UL—USTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ' OF THE MA STATE BUILDING CODE. AHJ: Barnstable THE ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) CON MTIAL-THE INFORMATION HEREIN -N.Y.tR J B-026 289 00 PfELg OVER: XwwTw CONTAIN SHALL NOT BE USED FOR THE >, BENEAT OF ANYONE EXCEPT SOVAOTY INC.. M"TW$TSTOT, SIGGINS, EL ZABETH SIGGINS RESIDENCE Aditya Vicnare NOR SHA:L IT BE DISQ04D IN MOLE OR N Com Mount T e C 230 RUSHY MARSH RD 5 KW PV ARRAY SolarCity. PART TO OTHM WTSNE THE RECIPIENTS P ORGANIZARW,EXCEPT N CONNECRON•ITH MlU1EI BARNSTABLE, MA 02635 TW SALE AND L!g OF TW RESPECnVE (20) YINGU / YL25OP-29b x ST..v W,Bdai,z W TI SpIACITY EWIPMEN T,■THWT THE METTEN �. PACE NNE SHEET REV: DATE T.(fi]O)6.Y 028•iu(m fiJB-10]9 ��ac sailRaTr Nc SOLAREDGE SE380DA—US—ZB—U (508) 420-0736 COVER SHEET PV 1 5/9/2014 W)-sa-CrY(Tc5-2AF) v.5=10tY PROPERTY PLAN N Scaled"=20 Q. W p 20' 40 f CWDENnu,E-THEiNFMAnONNma�N +GanuNmE JB-026289 00 am�arEx OEsaavnoc DAdit ';„SO�clfC�t�/ CONTAIN SNAU.NOT BE USED FM THE SIGGINS, ELIZABETH - SIGGINS RESIDENCE Adityn vcnare eExNWT a ANYONE EXCEPT SOWtOTY ANC., MOUNTING SYSNE.E �'.•s NOR SHAM IT eE asaosED IN YIN aE NEN m Comp Mount i e C - 230 RUSHY MARSH RD 5 KW PV ARRAY vAxr ro onmNs OUTSIDE THE T.S 01MO ZARON.EXCEPT IN CONNECTION WITH UmuEs BARNSTABLE, MA 02635 THE SAE AND USE a nW RESPECTIVE (20) YINGU #YL250P-29b - yam; Nav: DAB a St.u_-*,uN oen�ii.�rt n SOLARNSTY EDuwt�NT,WITHOUT TINE NanE N awNmN: - PAGE NANe - T.(sso)s�s-Nna E:(ssO)ws-iaxs PERMISSION OF SQMCr1Y oc SOLAREDGE SE3800A—US—ZB—U (508) 420-0736 PROPERTY PLAN PV 2 5/9/2014 (.)-SON-aTY crss-,—, ... -- a�r.� PITCH:36 ARRAY PITCH:36 MP1 AZIMUTH:258 ARRAY AZIMUTH:258 MATERIAL-Comp Shingle STORY:2 Stories PITCH:36 ARRAY PITCH:36 MP2 AZIMUTH:78 ARRAY AZIMUTH:78 MATERIAL Comp Shingle STORY:2 Stories r. LEGEND 3 v B (E)UTILITY METER & WARNING LABEL A N O INVERTER W/INTEGRATED DC DISCO & WARNING LABELS lb Fa „ DC DISCONNECT&WARNING LABELS p AC DISCONNECT&WARNING LABELS Front C f House Sy,,, l Only l� DC JUNCTION/COMBINER BOX &LABELS ���J `j{d9r OF DISTRIBUTION PANEL&LABELS 1cQ LOAD CENTER & WARNING LABELS Inv DEDICATED PV SYSTEM METER . , c MA4�4�e� 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR - -- CONDUIT RUN ON INTERIOR ' Digitally signed by Rolf GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED ` DN:cn=Rolf,o=Eclipse R Engineering,Inc., u, INTERIOR EQUIPMENT-IS DASHED 9 9. L_� email=rolfa@eeimt.com,c=<n Date:2014.05.13 16.49:06-07'00' SITE PLAN N - , - Scale:1/8"=1' N 0 1 8 16 E aNnODTTUL-THE INraItYAna,HEREIN ua N.eEk JB-026 289 00 PREMISE ORM DEONMOK- omoE `.. CONTAIN S,u.L NOT BE USED ran THE SIGGINS, ELIZABETH SIGGINS RESIDENCE Aditya Vichore �:`+a NT121 R a n a M°"'"D S _ - .;SolarCity. PORT TO QnENS OUTSIDE THE RIHOLE OR Comp Mount Type C 230 RUSHY MARSH RD 5 KW PV ARRAY TS anf VUunaN.EXCEPT IN CONNECTION w1H BARNSTABLE, MA 02635 - TIE sue AND 115E OF THE RESPECTIVE (20) YINGU #YL250P-29b • _ - SHEET nEv: w1e xa sL M�KA Ts 1mx n SOUAOTV EQUIPMENT.VATHOUT THE WITIEN - _ P'�NME *. P.IS bJ&-lOxe r:(uw)6e-102e PERMrssaN ar SOLAR ITY INC. SOLAREDGE SE380OA-US-ze-u (508) 420-0736 SITE PLAN PV 3 5/9/2014 I=)-SOL-CT (765-24ffi) .....alarcity— 41'— ' si 5LBW xa' g SIDE VIEW OF MPZ NTS (E)LBW MSIDE VIEW OF MPl MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES . - LANDSCAPE 64" 24" 1 STAGGERED MPI zdPAaNG)(rANTREYEa YSPAa YunratvTn Nm PORTRAIT 48" 17" W+DSCAPe 72F 24" STAGGER® roaTRArt 48" 17" RAFTER:2X8 @ 16"OC ROOF AZI 78 PITCH 36 STORIES:2 RAEITm:z� Ir oc aooF An ue Rrta w sraaTEs:z ARRAY AZI 78 PITCH 36 AaRAYw zsa Prro, C.J.: 2X6 @16"OC Comp Shingle None @24"OC shi PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER &FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. g ZEP FLASHING C (3) (3) INSERT FLASHING. sy��@ t Only (E) COMP. SHINGLEOF (4) PLACE MOUNT. (1) (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA LAG BOLT (5) N WASHER. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) (6) BOLT& WASHERS. Eby NAL (E) RAFTER 51 STANDOFF Scale:1 1/2"=1' CQ6MTTAL-Tiff INFaRYATON HEREIN tT3 N1R6R JB-026289 00 PtA1g OEIfl! T> TroM CONTAINED SHALL NOT BE USED FOR THE SIGGINS, ELIZABETH SIGGINS RESIDENCE Aditya Vichare 044 r YERMT Or ANYONE DMEPT S(NARCITT ac, MMTNG MIM i�„SolaI ity NOR SHAIL IT BE WMCM�"MHaE°'°' Com Mount T e C 230 RUSHY MARSH RD 5 KW PV ARRAY PART TO OTHERS CUTWE THE RECIPIENTS P ORGAMZAMN.D(CEPT IN CMNECIM VA TnaUIEF BARNSTABLE, MA 02635 �Z THE SALE AND USE CIE THE RESPECTIVE (20) YINGU #YL25OP-29b REv 2t SL Yoh.Y W wn TT SOIARaIO EauPYENT.VATHGUT THE IWTTEN IMWRTETt PAQ NAPE: PER1D590N CIE SMARCITY INc SOLAREDGE SE380OA-US-ZB-U (508) 420-0736 STRUCTURAL VIEWS PV 4 5/9/2014 leaert�-Ia�7�2489)_ :.�h UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULA11ONS. CaNrmrNM-TK araeunON NEREW roe NNurmt JB-026289 00 - PREIASE Oft IsaePIONr: - Dm: CONTAINED SNAu NOT NCI USED rat THE SIGGINS, ELIZABETH SIGGINS RESIDENCE Aditya Vichare N BEOF NMI IT nr IN�t�ai OR a '�'"'"`M1°k - 230 RUSHY MARSH RD - SolarCity. PAINT ro onlaS OUTWE THE RECIPIENTS Comp Mount 7 e C 5 KW PV ARRAY ORGMZA➢ON.EXCEPT IN C"ECTM WIN Imuas - - -- BARNSTABLE, MA 02635 THE SANE AND USE Gr THE RESPECTIVE 20 YINGU YL250P-29b - zN SE Wnh Wr a."z U.R a SatARCI EauPNNONr,TAT rt¢MrrEEN - PAGE NAI¢ STET: Wf.. DATE T.(sw>BSB-I Mw(b ,R(ss0)rae-Nms PERIISAaN or sa"TIC INr- SOLAREDGE SE380GA—US—ZB—U - (508) 420-0736 UPLIFT CALCULATIONS PV 5 5/9/2014 (an)-Sol.-CITY(70-24M) .....iadtr.� GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND(N)98 GEC TO TWO(N)GROUND PanelNumber. Inv 1: DC Ungrounded GEN#168572 ODS AT PANEL WITH IRREVERSIBLE CRIM Meter Number. INV 1-(1)SOLAREDGE SE3800A-US-ZB-U A -(20)T1NGU/Ye; 25O ,2 43 949 704 Inverter, 3800W,.24OV,97.5R; w/Umfed Disco and ZB,AFCI PV Module; 250W,226.2W PTC,H4,40mm,YGE-Z 60,Black Erame,ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.6 Vpmoz: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENWER a (E)100A MAIN SERVICE PANEL (E)1DOA/2P MAIN CIRCUIT BREAKER SO ARG D Inverter 1 (E)WIRING CUTLER-HAMMER METER 100A/2P Disconnect 3 SOLAREDGE SE380OA-US-ZB-U (E)LOADS B C I O SolarCity � u H 2 1 2OA/2P ---- GN0 - -------- Ecr, oc. oc• ----------------- A _fG __ N (G 5aeg(s1 W 20 Dn MPI.MP 6 IEms___________________________ __ ____ __ ES________________�� N I EGa,Y.EC_ TO 120/240V I I SINGLE PHASE I I r unuTr sERMCE 1 I 1 I Voc*= MAX VOC AT MIN TEMP /�T (I)&E ktv I oz2�oz9cr Pv�Aaa>m BREACEn B (1) Al /za°�v«. -FaeNa NENA 3R AC - A (1)ire°`ost ics*..SUNIFFUSED.aaNDED pl. OI Break<.20A 1P-20A/2P-20A P,2 spates,sad -(2)Greund Rd;5/8•a 8,CagW (I)CU1lLR-AMMQt Dco]ONB _ _(I)21P i850-1196-002 Gra nb�ieat d I�t 3oA ce�d sty(ce) AU s�Ika Blocket.(PKG 8] C Sda Guard Manila ng System . . PV R0)sOli . F2NA4AZS R'allaBm(Minim,300M.H4,DC to DG NP nd (1)AMC r sd'd capper - - -(1)Ground Rd;5/8•a 8%Capps - (N)ARRAY GROUND PER 690.47(0).NOTE PER EXCEPTION NO.2,ADDITIONAL AMC{I0,TH"_z Black .. , AMC CTROIIF n0.THAN-2 Bladl Vac" =500 VDC Isc=is ADC 1�2 AMG/10,PV IR1E,Black Vat' =500 VDC I.=15 ADC O�(1)AMC(I0,THMN-2 Rod OIISI-(1)AMC/10.nRN-z fled Vmp =350 VDC Imp=14.1 ADC OI�T-(1)AMG#6,SdM Bons Capps EGC VmP =350 VDC Imp=14.1 ADC EEE333(I)AMC/10.THMN-z Whit. NEUTRAL VmP =240 VAC Imp=15.83 AAC ......_ (I)AMG/10,nQH-z G._Ea....-(I)ConAlit,Kit,3/4•EMT... _ Y CONFIDENTIAL-THE INFORMATION HERM roe xuMalt J B-026 289 00 PR MSE owes DESCill OM CONTANED SHAU.NOT BE USED FOR THE SIGGINS, ELIZABETH SIGGINS RESIDENCE Aditya V]chare SolarCity. -8ENERT OF ANYONE EXCEPT SQAROTY INC, MOVING SnTM -�'i..T NOR SHAL IT BE DISCLOSED IN*ME OR N Comp Mount Type C 230 RUSHY MARSH RD 5 KW PV ARRAY � � � ,A PART TO OTHERS OU190E THE REOPIEMTs BARNSTABLE, MA 02635 QNwWUnON.EXCEPT N CONNECTION NTH MODUl6` - nE SALE AND USE OF THE RESPECTIVE (20) YINGLI YL250P-29b - 24 s.Mahn.0 A OI t uen n SQN7DTY EQUIPMENT.NTHOUT THE WRITTEN PAGE NAW SHEET. REM DATE T: 650 638- P:A650 638-IM PERLas9ax OF satARaTY INC. — SOLAREDGE SE3800A-US-2B-U (508) 420 0736 THREE LINE DIAGRAM PV 6 5/9/2014 (NM6>-SOL-aTY(T6S-24as) ....ed,,,tY SolarCity SleekMountTM-Comp SolarCity SleekMointTM-Comp The SolarCity SleekMount hardware solution •Utilizes Zap Solar hardware and UL 176 fisted Installation Instructions is optimized to achieve super ioi strength and Zee Compatible-module-s -- _ ��ti •1 � ^`'�'i _ aesthetics while minimizing roof disruption and Drill Pilot Hole of Proper Diameter for •Interlock and g•oundmg de ces=n system UL. labor.The elimination of visible rail ends and F Fastener Size Per NDS section 11.3.2 Lstd to UL 2703 ' mounting clamps,combined with the addition @ Seal pilot hole.vith roofing sealant of array trim and a lower profile all contribute •Interloc+and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount as"Grounding and Bonding System' - _- i� �3 Insert Comp Mount flashing under upper utilizes Zap Compatible'"'modules with .Ground Z�r:UL and ETl.listed to UL 467 as v,,, �' _ _ _\ layer o'sh:rgle - - strengthened frames that attach directly to grounding device _ - Place Come Mount centered Zap Solar standoffs.effectively eliminating the Painted galvanized waterproof flashing upon dashing need for rail and reducing the number of • - - standoffs required.In addition,composition Install lag pursuant to NDS Sect .Anodized cornponents for corrosion resistance ^� ion 12,t.3 shingles are not required to be cut for this - with sealing n•ash." system,allowing for minimal roof disturbance. •Applicable for vent spanning functions -•""_ Secure Leveling Foot to the comp Mount "'+v' using mach ne Screw .......:..... _.. .... .........A .................... . ... ............. ..... .......... t �� � Place module C Components ` - sCl 5/16"Mac:_ine Screw Leveling Foot - $ • pe) Vr Lag Screw V . ' �Comp Mount C comp Mount Flashing • O .,SS LISTED olarCity January 2g13olarCityJanu 2013 p • solar- • • z- solar" v e T SolarEdge Power Optimizer Module Add-On for North America P300!P350/P400 SolarEdge Power Optimizer ......_..... ..—- 300 ;50 �P OD Module Add-On For North America mad P300/ P350/ P400 N DT - —; .. ..a..m € ... - . e a n1 OVTPUT DURINGOPERAT ON(POWER OPTIMIZE I fA NECIED TO OPERA INGINVEflTF0.) I _ �t OU PUT DURNG STANDBY!OWEfl OPTit 12ER DISCONNECTED FROM INVERTEItORNVERTER OFlj i, � 1 TM T DARO COMPLIANCE. INSTAL—ON SPECIFICATIONS - Y a i 1: ":I t"`C: EI 5...... L: k ... 'i:T.: g-..'N a,•. v III .. a PV SYSTEM DESIGN USING A 501 REDGE .THREE PHASE THREE PHASE SINGIEPHASE �Y`w,gS`i r' ,�"+a 5' •�'b (INVERTER _ - I RV power Dptlmization at the mad ie levee -gal ' ,� �,°,,. - .. , a ya Cr, 0 s,3`-'ir ccaRY a "' ' _ .. a I ' • I .So�ene HKcre,n lss 5,°c') �, ,� �� €,..,� ,� -� � 4. D ...' _.., .... - t T - M tiNate Nry f -ul b: uFa<tu 6 1 .;_P .al shadl�g FIexIW¢st d rgr le['. d.un Sp.ca�uti - _ _ • F st i J+ g he L k - Y __- _ 1 • - - � F tge tl t aJ^cl 3 t I MaR h td f 1 Ile�ia"G efigM1 Ts,fe n � _ -F -. w.�r '9-c,.s,.ssa. ate. - �.ea.......•:�...i+n.s r.�.-4,»m.�.w:.........w%'.n3.iE. � [. � r • .51 GEPF-Y i. F+A•.(F ..TYA.. ".. .%.._Ir, sI./.-SD areDRn,uS i Single Phase Inverters for North America solar SE3000A-US SEHOOA-US 1 SE50DOA-US B S GO OA-US solar Moz SE7600A-US SEIOOOOA-US SE 11400A-US -- SolarEdge Single Phase Inverters OOUTPUT -------- BOW ..ooso"."16.,1 521 VA 080. For North America zaev E" 'A I SE3060A-US SE380OA-US SE5000A-US/SE600OA-US/ SE760OA-US SE1000OA-US SE1140OA-US ;. ;"' ' "M , ............................ ............... .. ....... 7 ... '25 41 OF 208V zov LA 48 1 23 2 4 A 77— Z'44% INPUT Cc 6500 I P0 9`611 —0 Io I t .............------ z� rdr ............................. ................. ........... .................................... �25 2 8V 35062-v 7 2?8v ;oav LL 13 7 C is 1 S ............. SR..,p"..7 C 3D ............ ....... ............ ............... ......................... -in'Oft sa S,7�1-T,2'cii 9 97� 97@2.1 1 Md"", IS TI 1 140 535... .......... .2., w fADDIfJaZZ[FEATURES ,�r-Ezt!, W8s,.R5232,Elh E—"ti—I M �,S`FANOARD COMPLIANCE �V ............. ................. ............ ............. A- ... ....... E,—, Icc 1 iB INSTALLATION SPECIFICATIONS w-124- ...6AwG S/4" F,3—G .................. ................................... 4- 1-2-—p L—AwC 3�. 2 rt!,.,/1,..6 ANG AC/IX SIrIty 5.7.51 1 3 10.5v 77S .`� I ............... 775,i�. LS x L�t ............................ .......... ... ............. ................................ j L 'e"' 25 The best choice or,Solar Edge enabled systems i- R�— ................... NEW 3F Integrated am fault .......... ........... echo. e R fficie 4 0 on 6 in 'Or vided bracket A;&M J' --07it-1 4,1 - 06� W oa, Y M"d QhtweiIght'�nd ea�yAq, nternet rr.d.lo-ie,elin q connection through Ethernet or Wheless -;Y Outdoor and indoor installation, inverter,DC/AC cores—i.n only Pre-assembled AC/DC Safety switch for faster installation 6 USA GERMAN-'? ITALY FRANCE CHINA ISRAEL AUSTRALIA www.solaredge.us YL 2 61P,2111, R YGE-Z 60 YL255P 291, YGE-Z 60CELL SERIES powered by YINGU : a_ CELL SERIES YL 51111211b YlN YL245P.29b ELECTRICAL PERFORMANCE YL240P.29b U.S.S.-Powered by Yib.ti Sofa, GENERAL CHARACTERISTICS_ Is— ... ................ !`7 - 1-11,111,11" w.7 Ideal for residential �i..- I 1 1 4.7 1 303 and commercial applications where cost savings, i.2i PACKAGING SPECIFICATIONS A -.9 installation time,and aesthetics matter most. '71.......................... A ........................... 0 Lower balance,of-systern costs with Zefa Compotble-frame. Reduce on roc'labor costs by more than Una,.ind,(..I c— A A. 1.79 Z11 I.0 ... ......... _ aaeamw V u.. 1C. U.7 6 ------- 0 Leverage me built-in grounding system- if it's mounted.it's grounded. shk 6 1 in f Decrease your parts count-eliminate screws, THERMAL CHARACTERISTICS mils, _,.ting clips,and grounding hardware. ............................................. ............. J,Minimize roof pene-lations while maintaining T_ the system'$structural integrity. 4%,PA' 8 a if Im,asts,a,imeawe solar array that includes ...... a black frame,low mounting profile,and OPERATING CONDITIONS aesthetic array skurt. layouts ncreaseeiergy oUtp,t with flexible moduleCowl, M_ aY.tsp trait landscape) 'c 0 T ......... ................. ........................................... Trust in ..liability and theft-resistance of the ZoptChompatible'"system. ZEP CO MP A TIIIIBLE FRAME 2 1— awnom ............................... .............. ............. 17(l AC 13 )NON OP`ff�N L-ding limited pr--ty-sns'"'s C 91.2%of rated p—,for 0 years,and 0.1% Th.YGE-Z Sencs,s—I.Ibla as of rated P'ws'for25 years. CONSTRUCTION MATERIALS bErph. E..,qi.d-ACS.l.,i.n. —-—------- h's-iut:d.h—..1im— I 0,o,r 1—bed prduct, ,,rr,,ty C." ro'_�.' -, '_;� p�.rf.rc.and .......... The E,ph1121 5Z Z.p C—Potible Micro vr¢rter (all is dIssig-1 to calbIct --lo— dti mm dil—ly i,me Z Selics nod.1,groove clm7,,t,ng --- ------- the no for tools.,,a,,n-all Ath on, ,,y, zmng"dtp, 73 19M MEMP --n-W ut s%oJaM JLC i.FSFC, ................... Tf, c PL Yingli Green Energy Americas,Inc. info*y ingliamericas—m T.l:,1(888)686-8820 Y1NG_*Q ,0LAR YINGLISOLAR.COM/US NYSE;YGE YINGLISOLAR.COM/US Ylrigl;Solar ..1. f'—d by ,If 11., EC L I P S E ECL.IP'SE - ENGINEER.,ING', COM E N G I N E E R I N G May 12,2014 Brad Taylor R, SolarCity,Inc. M 0 3055 Clearview Way San Mateo,California 94402 0 Digitally signed by Rolf DN:cn=Rolf,o=Eclipse Re: Siggins Residence Solar—Job#026289 ` `��oNAL Engineering,Inc.,ou, 230 Rushy Marsh Rd. email=rolfa@eeimt.com,c=<n Barnstable,MA 02635 Date:2014.05.13 16:54:12 -o7'oo• Brad, As requested,we have reviewed the solar array connection to the roof structure at the above noted residence. The purpose of our review is to determine the required spacing of the connection points to the existing roof structure and verify that the existing roof structure can support the required loads. The solar arrays will be located on the structure as shown on the plans provided by SolarCity, Inc. A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the following design criteria: Design Criteria: ■ Building Jurisdiction: Barnstable,Massachusetts ■ Applicable Codes: 2009 International Residential Code,8 Ed MA code,ASCE 7-05 ■ Ground Snow Load: 30 psf ■ Roof Snow Load: 15.6 psf(reduced due to slope) ■ Basic Wind Speed: 110 mph,Exposure C ■ Solar Modules: 2.8 psf(as shown on the plans provided by SolarCity) We find that the solar array connections and the roof framing members shown on the plans provided by SolarCity, Inc. are adequate to support the required loading of the above noted building jurisdiction area plus the additional dead weight of the solar panels. We have only reviewed the adequacy of the connection to the existing roof and the roof structure to support the required vertical and lateral loads from the solar array systems. We do not take responsibility for any other portion of the solar array support system,any other structural elements not contained within this letter,or the integrity of the structure as a whole. Sincerely, Eclipse Engineering,Inc.` Lynn Gmeiner, EIT Project Engineer Enclosed: Supporting Calculations - MISSOULA, WHITEFISH SPOKA NE BEND 113 West Main,Sift B,Masoula MT 59902 .1005 Mar Ave.,Stdte E,WIu'te5sh,MT59W 421 West Riverside Ave.,Sde 421 Spoken;;WA 99201 376 SW Out Drive;Sulte 8;Bend,OR 97702 Phone:(406)721-6733-For(496)721-4988 Phone:(406)882-915•Fax 406.862V:18 Phone:(609)921-7731•Fax(508)921-6704 Phone:(541)3 9669-Fax(541)312.8708 ECLIPSE E.C1IP`SE-:EN:61NEER-ING- 00M ENGINEERING: Structural Calculations Roof Mount Solar PV Attachment Siggins Residence — Job #026289 230 Rushy Marsh Rd. Barnstable, MA 02635 Client: Elizabeth Siggins — (508) 420-0736 Eclipse Engineering, Inc. has reviewed only the adequacy of the solar panel attachment and roof framing at the solar panels to support the vertical and lateral loads of the above noted project. We neither take responsibility for any other element not contained within this package nor the integrity of the structure as a whole. Prepared For: SolarCity, Inc. 3055 Clearview Way San Mateo,California 94402 (888)465-2489 MISSOULA WHITEFISH SPOKANE BEND U3 West Main,Suite 8,Adssoula;MT.5980T 100 Bakerke.,Sude-E,Whitefish;MT 59837 _421 West fbversaie Aire.,Suite 421 Spokane;WA98201 376 SW BIu8 We,Suite 8,B4nd;M 87702 Ptrorre:(408) -67a3•Fax(409)721�888 Phone:(406)852-3715.Fox 4W-M3718 Phone:(509)821-T731-Fax(SC)2-67D4 Phone:(541)386 9859•For(541)3IM708 Solar ity $% EC L I P S E Calculations 51121LNG E N G I N E E R. I N G Project: Si ins Residence 1 Sig gins Solar City EEI Proj.#: 14-05-150 Solar City Proj.#: 026289 Date: 5112/2014 Roof Angle 36 deg Wind X: 1.35 Building Dept.: Barnstable Ground Snow: 30 psf Wind Speed: 110 mph-3 sec gust ROOF LOADING ESTIMATES DL Roof- DL(psf) Comp.Shingles(2-layers) 4.0 Roof framing 2.4 Insulation 1.8 112"gyp.Ceiling 2.2 518"Plywood Shtg 1.8 Misc 2.0 Total: 14.2 psf Use: 15.0 psf DL Solar Panel- Panel Length 65.0 in Panel Width 39.0 in Hardware Weight 6.668 Ibs Panel Weight 43.4 Ibs Panel DL 2.84 psf Total: 2.8 psf r Use: 2.8'psf . t , ECUPSE Calculations 51121LNG E N G I 'N E E R .I N G' ROOF SNOW LOAD- Per The Current IBC Section 1608 8 ASCE 7 Roof Design Criteria Roof Pitch a= 36 deg Ground Snow Load- Pg= 30 psf Per Bldg Dept Existing Roof Snow Load-Per ASCE 7,Section 7 Exposure Factor- C°= x1 Per ASCE Table 7-2 Mh Thermal Factor- Ctl= 11 ~" Per ASCE Table 7-3 Importance Factor- I 141�4 Per ASCE Table 7-4 CAT 11 - Slope Factor- Csi .. 1 Per ASCE Figure 7-2 Non-Slippery Flat Roof Snow Load- Pfr= 23.1 psf Pfr = 0.7*Ce * Cti *I *Py Minimum Flat Roof Load Pfrmin= 20 psf Per ASCE 7.3 Pfrmin = 20psf*I Flat Roof Design Snow Load 5 Pf= 23.1 psf Sloped Roof Design Snow Load- PSI= 23.1 psf Psi = CSl *Pf New Roof Snow Load-Per ASCE 7,Section 7 New Thermal Factor-, Ct2 Per ASCE Table 7-3 New Slope Factor- Cs2= 0.62 Per ASCE Figure 7-2 Non-Slippery-7.2b Flat Roof Snow Load- Pfr2= 25.2 psf Pfr2 = 0.7 * Ce *Ct2 *I*Py Minimum Flat Roof Load- Pfrm;n= 20 psf Pfrmin = 20ps f *I Flat Roof Design Snow Load- Pf2= 25.2 psf Sloped Roof Design Snow Load- Ps2= 15.6 psf ' P12 = Cs2 *Pf Estimated weight of Solar Panels WS= 2.8 psf Net Increase in Load on Roof Wt= 18.4. psf Wt = Ps2 +WS wt—Ps1 %Increase in Load on Roof -20.2% Psi 100 y Note:The increase in load on the roof from the addition of the solar panels is less than 5%as allowed by Section 3403.3 of the IBC;therefore,the existing structure is adequate to support the additional solar panel weight. {:� 4 5/12/2014 / E C L I P E.� Calculations LNG E N G I N; E E R I N G SOLAR ARRAY CONNECTION TO EXISTING ROOF Wind Zone 1 Wind Loading-ASCE STANDARD-ASCE 7 w Section 6.4.2.2-Wind Loads on Components and Cladding-Simplified Method: 3 Second Wind Gust V_ 110 mph Importance Factor I= 1 Net Design Wind Pressure-Figure 6-3 Pnet30 18 psf 10 SQ FT Velocity Pressure Exp.Coefficient-Figure 6-3 = 1.35 Up to 25ft above grade-exp C Topographic Factor 6.5.7.2 B Figure 6-4 Kit_ "at° (1 +Ks *K2 *K3)� K1=0,K2=0,K3=0 Velocity Pressure-6.5.10 pne1= 24.3 psf '` X*Kzt*1*'Pnet310 Length of Solar Panel LP= Rhu39)in Max load is half of two panels- Spacing s . of Base Supports Sb= 7 in Max trib Height of Solar Rack Hp =in Worst case , Area of Solar Panel[7a support AP= 19.5 ft2 Lp*Sb Worst Case for Offset Panel Uplift per Bracket Tb= 4741 Pnet *A, Shear Force per Bracket Vb= 49 Ibs Pnet*hp'*Sp Number of Screws per Bracket Ng= .� Tension per Screw Ts 474 Ibs Tb NS . ` Vb - Shear per Screw *VS= 49 Ibs N - TS Angle of Component Loading 0 84.1 deg . tan 1 VS' Component Load on Screw Ze= 476 Ibs TS +VS Duration Factor Cd= Shear G Withdrawl-5/16"Lag Z= 208 Ibs 130*Cd Withdrawl Capacity per Inch W- �OWIbslin t- . Depth of Screw ; . p= ll in Withdrawl Capacity T= 738 Ibs Cd *p*W ,. Z - 718.9 Ibs T*Z Capacity of(1)Lag Screw a- T*COS 02 +Z*sin02 Capacity of SolarCity Base ZEP Sleekmount Zb= 637 Ibs �•�' "" Checks Zb>Tb Za>Ze OK! y OK! 4 ,� USE:5/16"DIAMETER LAG SCREW spaced a maximum 72"on center across the slope aw` EC L I PS Calculations 5/121 LNG E N G I N E E R I N G SOLAR ARRAY CONNECTION TO EXISTING ROOF- Wind Zone 2&3 Wind Loading-ASCE STANDARD-ASCE 7 Section 6.4.2.2-Wind Loads on Components and Cladding-Simplified Method: 3 Second Wind Gust V= 110 mph Importance Factor I= 1 Net Design Wind Pressure-Figure 6-3 Pnet30= 21 psf 10 SQ FT Velocity Pressure Exp.Coefficient-Figure 6-3 = 1.35 Up to 25ft above grade-exp C Topographic Factor 6.5.7.2&Figure 6-4 KZt= ,; 1 (1 +Kl *K2 *K3)2 K1=0,K2=0,K3=0 Velocity Pressure-6.5.10 Pnet= 28.4 psf X*Kzt*1*Pnet30 Length of Solar Panel LP=Ein in Max load Spacing of Base Supports Sb= in Max trib is half at corner zone Height of Solar Rack HP= Worst case Area of Solar Panel @ support AP= 10 ft2 Gp *Sb Worst Case for Offset Panel Uplift per Bracket T= 284 Ibs Pnet*AP Shear Force per Bracket Vb= 57 Ibs Pnet*hp *Sp Number of Screws per Bracket Ns= 1 Tension per Screw TS= 284 Ibs LbN s ' Shear per Screw VS= 57 Ibs VbN s Angle of Component Loading 0= 78.7 deg tan—'TSV s Component Load on Screw Z,= 289 Ibs �T2 +Vsz Duration Factor Cd= 1.6 Shear&Withdrawl-5/16"Lag Z= 208 Ibs 130*Cd Withdrawl Capacity per Inch W= 205'Ibslin Depth of Screw p= 2.25 in Withdrawl Capacity T= 738 Ibs Cd *P* W Capacity of(1)Lag Screw Za= 672.1 Ibs T*Z T*Cos 62 +Z*sin 02 Capacity of SolarCity Base- ZEP Sleekmount Zb= 637 Ibs Checks Zb>T Za>Ze OK! OK! USE:5/16"DIAMETER LAG SCREW spaced a maximum 72"on center across the slope Assessor's�°ffioe (1st floor): / _ �� 0 d� FTHET Assessad nhap and lot number / •••••••••••••••••••••••••••••••••••••••••••• DESIGNING ENGINEER MUS Board of Health (3rd floor): n INSTALLATION AND CERTI J I Sewage Permit number ............. .... �0.��. �.J THE SYSTEM WAS INSTALL Engineering Department (3rd floor): ;4�oZ30 1-4S ACCORDANCE TO PLAN. moo 039. House number ` APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00.2:00 P.M. only rk.� SYSTEM MUSI d F . p r ►�. E I MPUANCE TOWN OF BARNST�►1► s BUILDING INSP �'`E41, Q LATIMAND APPLICATION FOR PERMIT TO ......�........................... ................... .......... ........... TYPEOF CONSTRUCTION ............................................................/...................................................................... �r�8............................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information] Location .................... ... .................................................................&.................. t40/ ProposedUse ...... ......... ... ...... . ................................................................................................................. Zoning District ...... .................... ........................Fire District .��..1...�!.....�-.......................... .................. Name of Owner ...... �SY... ._`.. `... ...........Address .......... .... .. .......................... ......... .X/d Name of Builder .. I-, .....G.`.,1 C`T .l. ddress .�. 1 ��� ...................... fi , , p�Q ..........Address 2 Name of Architect ....................................................... ........................................................................`......�(0.. 7 Number of Rooms ..................................Foundation .... P7-j............................... t ..0,. .......Ccw�.G✓Z.p.. ' Exterior ...... //!.(mot.-... ../�. ................................Roofing .......................... .................................... Floors v� p P ...�'..V....�..®.. ..` ... ..pGyc�/.........Interior ......... ....... 4.. ! -`q..� " arteating1 ............................................................Plumbing ..........GT....... 5.................................... Fireplace ........�I'.`.�.... .......... ...........� ...1 ........ .Approximate Cost ..... , �. .Ot�............... ..:... \Definitive Plan Approved by Planning Board __ __ .____.__19� _ , Area ....... ......... . " Diagram of Lot and Building with Dimensions Fee / �� SUBJECT TO APPROVAL OF BOARD OF HEALTH Bd4o 13 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 01 Name ................................. .t.. .......................................... Construction Supervisor's License G33of/� .................................... Schmidt, Betsy `- 30225 two story No ............... Permit for .................................... ?} ,,� single family dwelling .......................................................................... � 230 Rushy Marsh Road Location ................................................................ ` Cotuit ............................................................................... Owner .............Betsy. . . ...Sch. .........midt..... . . .. . . .......................... Type of Construction ...........frame ............................... ............................................................................... 11Bn Plot ............................ Lot ................................ Permit Granted ......Noyembe, ..25..........19 86 Date of Inspection c;.?.`22--r2..........19 Date Comple ed ... ..." ............19 F ,,,.�,.',. n r--.. - - ti .t. •! _^wrtr.. n- 1 - a i-..�.-: ,. ,, .r^. -v'}..•-....., .r�..•�;kt..^--a.-.• yoFtee�° TOWN OF BARNSTABLE Permit No. .,30225 ° BUILDING DEPARTMENT eear� I TOWN OFFICE BUILDING Cash � i639, HYANNIS,MASS.02601 Bond X.. .. / CERTIFICATE OF USE AND OCCUPANCY Issued to Betsy Schin dt Address 230, Rushu Marsh Road Cotuit, Massachusetts. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Sc'a L ,1kati�x• .�.., 19..... �........ ..................... ... ........ Building Inspector- •'�y��•: TOWN OF BARNSTABLE BUILDING DEPARTMENT = ssaAI&M TOWN OFFICE BUILDING ua tg�1639 HYANNIS, MASS. 02601 r� MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by Building Permi $k....... © 4 r ��. ...................... .............................................................. .. ..................... . ......._ _. issuedto ... ... ............................................. ............................................................................ ...»......................................... Please release the performance bond. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , - m / �C(:J IL DATA t4 — TOWN OF BARNsfi�#.LE,MASSACHUSETTS--. a w. BU..I L D I N G PERMIT A-lb i"'1. .00 DATE t, i lI f� 1. • TKO �S + 19 PERMIT .w APPLICANT :'alLic!T ?�. Sclu l ADDRESS C7> ;'-G�i `iL- ; ;tiCWCO)a Upper Fall£{ 033086 IN0.) (STREET) ICONTR•9- LICEN5E1 ° PERMIT TO Suild�r##�-{WE3.Llill 4 ) STORY :.c'- :::lzllli'•1 ::t1a'k.'�_.L1T)?� NUMBER OF - ' DWELLING UNFTS (TYPE OF_114.ROVEMENT) N0. (PROPOSED USE) AT (LOCATION) iVt ; �1ltit ::Llc(:`J :;.La ? ;'.C!. y LO U:.0 ZONING DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: _ _ t. (y I AREA OR 1366" "C', t. + �• t .l�.l)i,t1 PERMIT $ -..� •=D VOLUME ESTIMATED COST $ FEE (CUBIC/50 DARE FEET) OWNER ':.L 90Li; �JL. s ir. �. y iC. Y BUILDING DEPT. ADDRESS By i - I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- P ROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL.INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IN (RE INSPECTION TO LATH)BEFORE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS - 3 J ! . / err �/ !'/ ,1• /4 J 2 3 HEATING INSPECTION APPROVALS ENGINEERING D PARTMENT J OTHER ��th/u!.� V v• _Q'�i4�'1/rM✓!i .V.0 BOARD OF HEALTH a : WORK SHALL NOT PROCEED UNTIL THE INSPEC-. PERMIT W!LL BECOME NULL AND VOID IF.C(INSTRUCTION INSPECTIONS INDICATED ON THIS C CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF I WORT( IS NOT STARTED"WITHPA SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE O WRITTEN CONSTRUCTIOI, lI PERMIT IS ISSUED AS NOTES ABOVE, NOTIFICATION. v r � ` I p hi t`r' 5886 t9 5 0_ I 9. -139c1Cecoa ; �- I L, ( r 1 ' O2CA _-1- �-t- : 2I 1n p :l!!1 _ I - I � i , � I i I _ 1 , I ' f I ; n 1 - Li - m �267 L.� : _ l 1001 j NL]d 2 t d t6ne 34 STK SOQ20 I ' 38� 3Z,t I 1 r s , , , _ 1 F -. ,' -. - , 1 _ 500 o , r � I , 1 J.J. t , _, -• : � - i �I I , i � ��+ 1`� 1 1. 5 I , I I , 1 /Z1.7 I IZ ¢ rI I nd. 4 lclsl►y hfairs�i :.! oacG �t0 , I 40 ka,cbo� .load /tr"a r t ' - - - 'to I Bey w.Yl oYL'.CL2 O/L AtUcO/ce .0 i f3p ivug 'to t 3 as rho g ; .�'cw�cence -7 -31=78;and �cecd2ded tin 13� 329 �J "?D, r I _...... _ _: .......... .. ...._ .. Ceuatt;orv�- wn._.at c�ocle..ivct�i ouvld...o"n Lod. _� 9a -o the. oundci, ,ov�k nhown"on �Ju /9t4k aA on' e q&ou,,,d as aliown hPheovt, aul raePt�s the ; r �t(ic�ck 2ec(uvc'enaevii o th e:Town o 13a�n ��pNAL;sqN OF Rig' date 11-24-86 . . �� / 1 �,t sT p �9 �, JOHN. s 0 814 9a ... 4 1 Assessor's offioe (1st floor): t Assessor's map and lot number ....... ../ °`TNE °�o Board of Health (3rd floor): d Sewage Permit number .............. 0.0.. i MA"STABLE. Engineering Department (3rd floor): NA House number .................................. .�.30..� ....... ...... ... ........ . o gar a. APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE . BUILDING INSPECTOR �.. APPLICATION FOR PERMIT TO ..................................... �............... ............ Q TYPE OF CONSTRUCTION - 9.-�8.............................19.. � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit-&ccording to the following information: Location U... .4........4�.��5�'?......../z�.............(...`/..................7.................... Proposed Use ...... l ...................... Zoning District �..............................................Fire District ! v��-................... ............................ ............... Name of Owner �S �.. .......)....................Address ...... ............ ' �f �C�.. .... ........................................`..........%/6 i L� L , // Name of Builder ... 4 '�C,� 'jif../,.'Add ress �T Name of Architect ...........Address oZ/6 Y ` Number of Rooms .......... . ..................................................Foundation .... ..��,..:......C��✓'�. .'��., � ...... Exierior ......��J/7/.1. .w...!... ..//�.................................Roofing ..........................r. ..................................................... Floors � ...".............. �� � � .Interior � w�..........`...� f. �...y....................... ............ e ... .................y.....v............................ Heating ........{'./.. .............................................................Plumbing ..........1--.2....... -/`s.................................... � `A� opt, Fireplace .................................................`�% .....Approximate Cost ..... ....... r Definitive Plan Approved by Planning Board __ _ :_V-__ --------19-T _ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH f OCCUPANCY PERMITS REQUIRED FOR :NEW DWELLINGS _ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ,.--' Name ... .................................. Construction Supervisor's License ..... � � y G........330f(0....................... t Schmidt, Betsy A=18-129-002 No 30225 permit for .......two story single family dwelling .............. Location 230 Rushy Marsh Road ............... Cotuit ............................................................................... Owner Betsy Schmidt ........................... Type of Construction frame................ ........................ . . ............................................................................... Plot ............................ Lot ............ .............. r Permit Granted ........November...25........19 86 Date of Inspection .....19 ............................... t Date Completed ......................................19 r , f ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING FSB Fire Set—Back LABORATORY SHALL LIS[ ALL EQUIPMENT IN GALV GALVANIZED COMPLIANCE WITH ART. 110.3. GEC GROUNDING ELECTRODE CONDUCTOR 4. CIRCUITS OVER 250V TO GROUND SHALL GND GROUND COMPLY WITH ART. 250.97, 250.92(B) HDG HOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER I CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Imp CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Isc SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E). <VA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN kW KILOWATT RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY LBW LOAD BEARING WALL UL LISTING. MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED AT THE (N) NEW UL—LISTED LOCATION PROVIDED BY THE NEUT NEUTRAL MANUFACTURER USING UL LISTED GROUNDING NTS NOT TO SCALE HARDWARE. OC ON CENTER 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND POI POINT OF INTERCONNECTION GROUNDED AT THE MAIN ELECTRIC PANEL. PV PHOTOVOLTAIC 9. THE DC GROUNDING ELECTRODE CONDUCTOR SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. 250.166(B) & SS STAINLESS STEEL 690.47. STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT r' PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X Cutsheets Attached UL—LISTED POWER—CONDITIONING INVERTER. ELEC 1136 MR it 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: * OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. REV UTILITY: NSTAR Electric (Cambridge Electric Light) / a CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026289 00 CONTAINED SHALL NOT BE USED FOR THE SCHMIDT, ELIZABETH M SCHMIDT RESIDENCE Aditya Vichare .. y MOLEBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 23O RUSHY—MARSH RD 5.865 KW PV ARRAY04� SolarCit NOR SHALL IT BE DISCLOSED IN MOLE OR IN Comp Mount Type G ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION PATH , THE SALE AND USE OF THE RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARGTY INC. INVERTER: T: (650)638-1028 F: (650) 638-1029 SOLAREDGE SE6000A—US—ZB—U 5084200736 COVER SHEET PV 1 8/6/2014 (888)-SOL-CITY(765-2489) www.solarcity.com f PROPERTY PLAN N Scale:l" = 20'-0' W 0 20' 40' E g J B-0 n 6 n 8^ 0 O PREMISE OWNER: DESCRIPTION: DEIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: L L `.� CONTAINED SHALL NOT BE USED FOR THE SCHMIDT, ELIZABETH M SCHMIDT RESIDENCE Aditya Vichare BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 230 RUSHY—MARSH RD 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 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' 5084200736 SOLAREDGE sEs000A—us—ze—u PROPERTY PLAN PV 2 8j6/2014 (868)-SQL-aTY(765-2489) —.soIarcity.con, PITCH: 36 ARRAY PITCH:36 MP1 AZIMUTH:258 ARRAY AZIMUTH:258 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 36 ARRAY PITCH:36 MP2 AZIMUTH:78 ARRAY AZIMUTH:78 MATERIAL: Comp Shingle STORY: 2 Stories. LEGEND 9/12 3 ` B (E) UTILITY METER & WARNING LABEL A N INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS =T © DC DISCONNECT & WARNING LABELS + © AC DISCONNECT & WARNING LABELS .. DC JUNCTION/COMBINER BOX & LABELS Front Of House `- DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS l' D �l i iAftlJ\, DEDICATED.PV SYSTEM METER O STANDOFF LOCATIONS AC CONDUIT RUN ON EXTERIOR M --- CONDUIT RUN ON INTERIOR 0 GATE/FENCE Q HEAT PRODUCING'VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' W f 0 11 8' 16' LFL S CONFIDENTIAL THE INFORMATION HEREIN. JOB NUMBER J B-0 2 6 2 8 9 0 0 PREMISE OWNER: DESCRIPTION: DESIGN:CONTAINED SHALL NOT BE USED FOR THE SCHMIDT, ELIZABETH M SCHMIDT RESIDENCE Aditya Vichare SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 230 RUSHY—MARSH RD 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoOULEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH i THE SALE AND USE OF THE RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Dries,Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: l (650)638=1028 F: (650)638-1029 SOLAREDGE SE6000A—US=ZB—u 5084200736 SITE PLAN PV 3 8/6/2014 (8s6)_SDL_an(765-2�69) , sdarcity.com sl S1 =-7'-8'1 1'— (E) LBW 20' g. SIDE VIEW OF MP2 NITS (E) LBW SIDE VIEW OF MP1 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES A LANDSCAPE 64" 24" STAGGERED MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 17" LANDSCAPE 72" 1 24" 1 STAGGERED ROOF AZI 78 PITCH 36 PORTRAIT.1 48" 1 17" 1 ' RAFTER 2X8 @ 16" OC ARRAY AZI 78 PITCH 36 STORIES: 2 RAFTER 2X8 Cal 12"OC ROOF AZI 258 PITCH 36 STORIES:2 �� ARRAY AZI 258 PITCH 36 - _ C.J. 2x6 @16 OC Comp Shingle - Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING (2) INSTALL LAG BOLT WITH (5) 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES STALL LEVELING FOOT WITH WITH SEALING WASHER C(6)F BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 26 2 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THE SCHMIDT, ELIZABETH M SCHMIDT RESIDENCE y ,,,SOIarClty. Adit a Vichare �;•g BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 230 RUSHY-MARSH RD 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MooutEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 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. I"vERTER: 508420.0736 STRUCTURAL .VIEWS PV 4 8/6/2014 (688)-SQL-CITY(765-2489) www.rolarcity.com SOLAREDGE SE6000A—US—ZB—U UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS.- CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\` ■ CONTAINED SHALL NOT FOR THE SCHMIDT, ELIZABETH M 1 SCHMIDT RESIDENCE Aditya Vichare `'��a So�arCity BENEFIT OF ANYONE EXCEPT SO SO LARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 230 RUSHY-MARSH RD 5.865 KW PV ARRAY r PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 7 PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 5084200/36 PV 5 $ 6 201]4 (888)—SOL—CITY T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—US-ZB-U UPLIFT CALCULATIONS � (765-2489) www.sdarcity.com a GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE #SE6000A-US-ZB-U LABEL: A -(23)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 949 704 Tie-In: Supply Side Connection Inverter; 6000W, 24OV, 97.57.a w/Unifed Disco and ZB, AFCI PV Module; 255W, 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER SOLARGUARD Disconnect CUTLER-HAMMER I METER 10OA/2P s Disconnect 4 SOLAREDGE B 35A SE6000A-US-ZB-U D I z�o� SolarCity 1 n C 2 M_ _ L1L2 ADC+B N 3 DC- 1 String(s)Of 15 On MP1,MP(E) LOADS GND -___ GND _ GND _ __ DC+ DC+ - 1 Strings)Of 8 On MP1,MP - -- --- ------------- 3) GEC N DC- DG ~ GND __ EGC--------------------------- '---- EGC J r---J -- ----- -- ---------- -- I _ _ N I -J C EGC/GEC_ i I I _ GEC�- 1 TO 120/240V SINGLE PHASE UTILITY SERVICE I i I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8" x 8', Copper B (1)CUTLER-HAMMER DG222NRB /tr Q (I SolarCity g 4 STRING JUNCTION BOX D� -(2)ILSCO gg IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R A ^ 2x2 STTtMGS, UNFUSED, GROUNDED Insulation Piercing Connector Main 4/0-4, Tap 6-14 -(1)CUTLER-tIAMMER DG100N8 `, (�3)SOLAREDGE300-2NA4AZS C (1)CUTLER-HAMMER #DG222URB =(1)CUTLER HAMMER #tDS 6FK OA, General Duty(DG) P y tralPowerBox pUrnizer, 30OW, H4, DC to DC, ZEP Disconnect; 60A, 24OVac, Non-Fusible, NEMA 31R Class R Fuse Kit nd (1)AWG#6, Solid Bare Copper -(1)C TW Rd-{1AMMEal it D 610 1 OOA, General Duty(DG) -(2)FFuse Z35AA 25OV, Class PV BACKFEED OCP -(1)Ground Rod; 5/8" x 8', Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE D SolarGuard Monitoring System (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. - ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (�(1)AWG #6, THWN-2, Black 1 AWG#8, THWM-2, Black (1)AWG#6, THWN-2, Black Voc* =500 VDC Isc =30 ADC 2 AWG#10, PV WIRE,Black Voc* =500 VDC Isc =15 ADC O Icnf (1)AWG #6, THWN-2, Red ® (1)AWG#8, THWN-2, Red O F (1)AWG#6, THWN-2, Red Vmp =350 VDC Imp=16.54 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.79 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG #10,THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG 11110, THWN-2,.Green EGC. .. .-(1)Conduit.Kit;.3/4"_EMT. . . . . . . . . . -(1)AWG P . .. . . .. . . . . � #6,.Solid Bare_Copper. GEC. _ . -(1)Conduit.Kit; 3/4".EMT. . . . . . . . . . . . . . . . .-(1)AWG #6,.1HWN-2,.Green . . EGC/GEC.-(1)Conduit.Kit;_3/4".EMT. . . . _ . _ . . . (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O N (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.75 ADC . . . . . . . . .... . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. .. .. .. . . J B-0 2 6 2 8 9 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: Adit CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE SCHMIDT, ELIZABETH M SCHMIDT RESIDENCE AdityO Vichare �.,,`�Olar�'�" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w''� r0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 230 RUSHY-MARSH RD 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS M�DLEs COTUIT, MA 02635 ORGANIZATION,AD SEEOF INPT CONNECTION RES RESPECTIVE (23) CANADIAN SOLAR # CS6P-255PX 2a St. Martin o�gh,MAd017 2 Unit 11 PAGE NAME SHEET: REV: DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: THREE LINE DIAGRAM T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US-ZB-U 5084200736 PV 6 8 6 2014 (888)-SOL-CITY(765-2489) www.sdarcity.com SolarCi SleekMountTM Com SolarCi IeekMountT"" -"Corn s S ,w p p ~,.. tY �. tY • p� u r The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed , > "" \ "' f Installation Instructions 'is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and * - 0 Drill.Pilot Hole of Proper Diameter for • in system UL t labor.The elimination of visible rail ends and Interlock and grounding devices. Fastener Size Per NDS Section 1.1.3.2 « listed to UL 2703 ,• t - mounting clamps,combined with the addition a of array trim and a lower profile all contribute p 2 Seal pilot hole with roofing sealant Interlock and Ground Ze ETL listed to UL 1703 p g to a more visually appealing system.SleekMount- as"Grounding and Bonding System" -� 3 Insert Comp Mount flashin Under upper utilizes Zep Compatible TM modules with Ground Zep UC'and ETL listed to UL 46Tas layer of shingle strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs,effectively eliminating the •Painted galvanized waterproof flashing upon flashing ' - need for rail and reducing the riumber of _ 9 P 9 , standoffs required—In addition, composition .Anodized components for corrosion resistance" - 5 install lag pursuant to NDS Section 11.1.3 shin les are not re uired to.be cut for this p g q with sealing washer, system,allowing for minimal roof disturbance. •Applicable for vent spanning functions s -- " © Secure Leveling Foot to the Comp Mount using machine Screw r 'Place module Components 5/16"Machine Screw r ®B Leveling Foot ®C 'Lag Screw s, - .Comp Mount ' 0, Comp Mount Flashing fj .. - A. Y ` a �It S �uMrn UL LISTEDSolarCityOJanuary .2013ol1r��`y® % \ January 2013 , e U CS6P-235/240/245/250/255PX � anadianSolar eleaktnloogSr� - Electrical Data Black-framed STc. .CS6P-235P x CS6P-240P CS6P-245P-CS6P-250PX CS6P-255PX Temperature Characteristics _ Nominal Maximum Power(Pmax) 235W 240W I 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C - NewEdge - Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1 V 37.2V 37AV Isc 0.065%I°C Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45+2°C Black-framed • • Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% - = Operating Temperature -40°C-+85°C Performance at LOW-Irradiance Maximum System Voltage 1000V(IEC)/600v UL Industry leading'.performance at low irradiation , Maximum Series Fuse Rating 15A environment,+95.5%module efficiencyfrom an Application Classification ClassA irradiance of 1000w/m2to 200w/m' Power Tolerance - 0-+5W (AM 1.5,25-C) -, Next Generation Solar Module Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM.1.5 and cell temperature of 25'C " NewEdge,the next generation module designed for multiple Engineering Drawings t4i«' p'T'.us° 4ssrCS6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX _ types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174W 178W 181 W 185W' value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V - appearance,auto groundingand theft resistance. s• Optimum Operating Current(Imp) 6.27A 6.38A s.49A 6.60A 6.71A r - - - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module shod circuit current(Isc) s.esA sssA 7.osA z1sA 7.2sA .incorporating the groundbreaking Zep compatible frame. under Normal Operating Cali Temperature,trradianceof8OOW/m2,spectrum�AM 1.5.ambient temperature 20•C.'- ° wind speed 1 m/s "The specially designed frame allows for rail-free fast installation with the industry's most reliable grounding Mechanical Data - system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed cell Arrangement so(s x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high weight 20.5kg(45.2lbs) reduces installation time 9 ; quality aesthetic module with lowest system cost: Front Cover 3.2mm Tempered glass . - .. Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop Best Quality J-BOX IP65,3diodes installation costs in half Cable 4mm2(IEC)/12AWG(UL),1000mm - 235 quality control points in module production Connectors MC4 ut MC4 Comparable • Aesthetic seamless appearance - low_ profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs o with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40it.Container) 672pcs(40'Ha) • Accredited Salt mist resistant Built-in hyper-bonded grounding system - if it's I-V Curves(CS6P-255PX) mounted,it's grounded Best Warranty Insurance • 25 ears worldwide coverage • Theft resistant hardware Y • 100%warranty term coverage $ l sec6onA-A • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights ! ' 35.0 and grounding system Non-cancellable • Immediate coverage 13 ttt tt • Industry first comprehensive warranty insurance by l 3 4115 AM Best rated leading insurance companies in the Insured by 3 world top insurance companies s w err y_ /mz, world Comprehensive Certificates - '^� -}� • Industry leading plus only power tolerance:0-+5W p 115 • I E C 61215,IEC 61730, 1EC61701 ED2,UL1703, b e Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 3 ., ground mounting systems • IS09001:2008:Quality Management System t_ • ISO/TS16949:2009:The automotive quality •SPeciec lions included in this datasheet are subject to changewithout prior notice.- • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 1y� Ad • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed'on NASDAQ Exchange (symbol: CSIQ) in dedV71,alue From Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90% Value m Warranty - solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18601:2007 International standards for products of uncompromising quality to worldwide 80i •. _ occupational health and safety customers. Canadian Solar's world class team of *•. _ -m professionals works closely with our customers to a% s 10 1s 20 25 REACH Compliance provide them with solutions for all their solar needs. Headquarters Guelph I• • 10 year product warranty on materials and workmanship 'o<<Sp a�E C T �� P`uE ^: E*I r v •25 year linear power output warranty www.canadiansolar.com www.catiadiansolar.com EN-Rev 10.17 Copyright c 2012 Canadian Solar Inc. solar ' SO a l'' - SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 - P350 P400 ,f Module Add-On For North America for 60-cell PV (for 72-cell PV _ (for 96se11 PV ._ � modules) modules) modules) - P300 / P350 / P400 INPUT - Rated Input DC Power"I 300 310 400 W .......:..........................'.....................:e. .. .. ...... ... ... ... ... ... .... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc _ ............................................................................... .......................... ............................:......................................... MPPT Operating Range 8.48 8-60.. 8 • -80 Vdc - . Maximum Short Grcu't Current(Isc) - ...................... .30 ................................. •Adc .., Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency.................. ....�.......... .........98.8 % ............................... ................... ..................................................... Overvoltage Category II - .OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - Maximum Output Curren[ 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ Safety Output Voltage per Power Optimizer 1 Vdc ,STANDARD COMPLIANCE - - 4 t . FCC Part15 Class B:IEC61000 6 2 IEC63000 6 3 W 1W, a .... .... ... .......... - ' .� n ( Safety IEC62109 1(class II safety)UL1741 .. .. ... ... .: ........ .... .. ......... ............. .............. ...... .. ... .. ......... .... •- - -___ ' RoHS - Yes - INSTALLATION SPECIFICATIONS - - Maximum Allowed System Voltage 1000 X Vdc 1 ............................................. ......................... .._. .. . ............ .... .. . Dlmensions(W xLx H) - - 141x212 x40.5/5.55 x8.34 x 1.59 ..- .... g ... ....... .......................... ............................................ ... .. • - - Weight(includin cables) _ 950/2.1 - gr/Ib °., Input Connector - - MC4/Amphenol/Tyco •.•.•...•• ' Output Wirer p. Connector . -Doublelnsulated;Amphenol y ....:... .. ...... . Output.Wne.Length... .:. ... ... .095/30. .. L.. .. ............12/39 .... .. m/ft Operating Temperature Range -40 +85/40 Protection Rating - IP65/NEMA4 . _....................Y...............,...-..,................................ .................................................................................... ......a..... Relative Humidi[ 0-100 m Rine ........................ . � esre powe.or me moame.moameo+on ro sx Howe.mio.e�ee miowea. PV SYSTEM DESIGN USING A SOLAREDGE - THREE PHASE THREE PHASE INVERTER SINGLE PHASE. 208V 480V PV power optimization at the module-level Minimum String Length(Power Opt mixers) 8 10 18 ....... ... .......... ..... .. ....... .... ...... .......:................... .. .......... .. ......... TIT Up to 25%more energyMaximumStringLength(Power Optimizers)Maximum PowerperString 5250- Superior efficiency(99.5%) .. ... ...... ... .......... ................. ParallelStringsofDifferentLengthsorOrientations Yes- Mitigates all typesofmodulemismatchlosses,frommanufacturingtolerancetopartial.shading - "' """ "' ""' - '- - Flexible system design for maximum space utilization - Fast installation with a single bolt' - - I -- "`°�•"� - "'�"' "`'" - Next generation maintenance with module-level monitoring ( - •c' T~�'-_��y• - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN -'CHINA - ISRAEL -.AUSTRALIA WWW.sOlaredge.uS F - - =9s $QIar' ' • • Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-6S SE7600A-US SE1000OA-US SE11400A-US OUTPUT — S o I a r E d g e Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ zOBV 11400 VA >0000 @zaQY.................. 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America 545o@2aDV .. 10950@24DV .. AC Output Voltage Min:Nom.-Max.* SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-229Vac .....,......„ ............. ...... .......,........ ......,,,.,..... .................................... ........... ........................................ . AC Output Voltage Min:Non -Max* � / / . SE760OA-US/SE1000OA-US/SE1140OA-US 2.. zgp-z6aya� ............ ... .............. ............ . ..3 6..6.5 , .. .. .......,. .,,,.. .... .... .... ............................... ...... .. . ACfrequency Min..Nom.-Max.*.. ., .. 59.3-60-60.5(with HI country setting.57:60-60.5) Hz Max.Continuous Output Current..... .....12.5......I......16...... ...21.@.240V..I......25.......I......32.......I...4$@.240V...I.......4........... .......... 1 Utility Monitoring,Islanding " Protection,Country Configurable Yes Thresholds INPUT r� qG 3750 4750 62s ?,L� 0 7soa 9soo 12aoo lazso w Recommended Max.DC Power** ?, VeaeplY = (STC) .............. ...... ........ ................ .................................. ......... :� ' Transformer-less Ungrounded Yes 9 ,,,B72en,,,:,. Max.Input Voltage.................... ............................................. .. ....500... ..... ................................... Vdc ... »� ....... .. .. ... ..._ Nom.DC Input Voltage 325 @ 208V/350 @ 240V . Vdc y ................... .............. 16.5 @ 208.V ............. 33 @ 208V ........ Mµ. Max Input Current... .... ..... 9.5..... ......13... ..L.15:5,@ 240V.L......18... ...L.....23......I..30.5.@,240V..I......34.5....... ...Adc.... ... ............ .... ...... ..... _. MMax.Input Short Circult Current 30 45 Adc ax: ...........................................................Yes.... .........................I............................ ........... Reverse-Polarity Protection ............................................................................. ........... .... ... ...... ............................................. -----� -I )' Ground-Fault Isolation Detection 600k.Sensitivity MaximuminverterEfficiency _..... .,,,97.7..__ ,.,98.2.._ .,..,98.3...,. _,.983.._. „...9. ... „. 98...,. ......98„.,.. „Y..... 97.5 @ 208V 97 @ 208V CEC Weighted Efficient 97.5 98 97.5... ...97.5...... .. ........97.5.... % ... g y 98 @ 240V 97.5 @ 240V w Nighttime Power Consumption <2.5 <4 W ,l. ADDITIONAL FEATURES Suppo rted Communication Interfaces RS485,RS232,Ethernet,Zi Bee(optional) 1 -wr Revenue Grade Data AN51 C12 1 Optional r STANDARD COMPLIANCE CSA 22.2 Grid Connection Standards IEEE1547 .........:........ . ......... jl ..................................... ..... ....................................................... Emissions FCC partly class B INSTALLATION SPECIFICATIONS f } ", AC output conduit size/AWG range 3/4"minimum/24 6 AWG............. ... ...........3/4'minimum/8 3 AWG........... .... .... - ........... .. .... ..... ..... .. . .... ... .. DC input conduit size/ti of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1 2 strings/14 6 AWG B. ............................ ................................ .................................. . ... _- Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ x 10.5 775 in/ ` 305x125 / x315x260 min . 4`s-..*w...-..._.a.., ..�..._.�-,...k ,. Switch f H yW p) 775 x 315 x 172 775 x 315 x 191 ... .. ....................................... ................................ .................................. ......................... .. .. .. , _._., Weight with AC/DC Safety Switch ...._.....51.2./23.2 .....54.7/.24.7 „...... 88.4/40.1 ..... I. /,kg... ............... .... . ................ .... .. .... Coolin Natural Convection Fans(user replaceable) _ Noise . <50 dBA The best choice for SolarEd a enabled systems Min.M.ax...........ti...ng...Temp.......eratu....re..... .....:............................................................. ..................... ......... g Y _ - Opera -13 to+140/-25 to+60(CAN version"."-40 to+60) °F/°C Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range ................................................ ................. ...................................... ........... .. Superior efficiency(98%) _ Protection Raring ... ............NEMA 3R.......... .................................. ...... ........... F ther reg onal settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket "Limited to 125%for lowdons where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77-F/25-C. For detailed information,refer to htto 1twwwsoIaredeej,ci1hIg:i s inputrrent to the values Built-in module-level monlJ.Oring ••. CAN A higher P/Ns are eligible for the Ontario FIT and mlcmFIT l II'toFIT exc.5E1140oA-US-CAN). s[ated. I — Internet connection through Ethernet or Wireless — Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA GERMANY ITALY PRANCE JAPAN CHINA AUSTRALIA THE NETHERLANDS ISRAEL www.solaredge.us RoHS r .: . r le d ai_ i 1� . , . .. . , . 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