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0373 AMES WAY
�� � �' � _ � 1 � L i i f Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date 'Parcel � � .'" Map Applicant Information Applicants Name 'sf��MV A N-1 1 n e- Applicants Address 3yn ARnr t�►�1e Email Address A('A L�C K' )�I��CO►'1 Telephone Number JrCF'S"-o1c)A?::� Listed D� Unlisted ❑ Business Information New Business? ------------------------------------------ Yes . Business is aregistered corporation? -------------------------- Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? -----_-_� No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Pfi -,S, 6', 6'and2 Business Address l(W-D yAArnQQ-f-k fLD. 0 W2 n n i 62,60 l Type of Business Building Commissioner Office Use Only Conditions Building Commissioner Date Clerk Office Use Only TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map U Parcel Application # , F q6 Z o?— Health Division Date Issued 1 q i y Conservation Division Application Fe Planning Dept. Permit Fee 4 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ?7Z� &t6 Village (Ie w, cri OwnerVa•, VkriL6„"A Address (' ,(11� Telephone �',2 �'��,� - '� k k 1 Permit Request 50 ex i yo� �u,-,A, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 11. Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo m Count- Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other ' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove❑Yb ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ e lsting Olew Sze_ 19 t: Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ;a, u �n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes _❑,No—If-yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (� (BUILDER OR HOMEOWNER) Name AAtJ2 C�v1 Telephone Number Address 7 License# 0 Ul 0 Y-7 AA Home Improvement Contractor# 1-1-L-2-H Email (�� �v> � � iw�, Worker's Compensation # kg _ 4(,20 ti3- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED f MAP/PARCEL NO. t ' t ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION r FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING D_A &CLOSED OUT AS-8- IATION PLAN NO. L s AA The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Skyline Solar LLC Address: 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379 phone #:732-354-3111 Are you an employer? Check the appropriate box: Type of project(required): 1.9 I am a employer with 13 4. ® I am a general contractor and I 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 ship and have no employees These sub-contractors have g. ® Demolition workingfor me in an capacity. employees and have workers' y $ 9. ® Building addition [No workers' comp. insurance comp. insurance. required.] 5. ® We are a corporation and its 10.® Electrical repairs or additions 3.® I am a homeowner doing all work officers have exercised their I I.® Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.® Roof re airs insurance required.] t c. 152, §1(4), and we have no re PV System employees. [No workers' 13.W Other comp. insurance required.] *Any applicant that checks box 41 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. :Contractors 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 andjob site information. Insurance Company Name:Utica National Insurance Group Policy#or Self-ins. Lic. #:WC4620134 Expiration Date:2/28/2015 373 Ames Way Centerville, MA 026: Job.Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required 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 agai he violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o he DI or i surance coverage verification. I do hereby ce 'y er th pains and penalties of perjury that the information provided above is true and correct. I ; 4/28/2014 Si nature: Date: Phone#: 3 - 54-3111 Offi 'al a 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 6.Other Contact Person: Phone#: ~� SKYLI-2 OP ID:AD CERTIFICATE OF LIABILITY INSURANCE D 02121120/TE YY) 02121/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the 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 lieu of such endorsement(s). PRODUCER CONTACT NAME: WM.F.Borhek Insurance Agency PHONE FAX 311 Plymouth Street Aic No Ext: AIC No): Halifax,MA 02338 E-MAIL ADDRESS: Scott C Casagrande INSURERS)AFFORDING COVERAGE NAIL A INSURER A:Utica National Insurance Grou p 25976 INSURED Skyline Solar LLC INSURER B: 124 Turnpike Street, Ste 10 West Bridgewater,MA 02379 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHAT 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. IOLICY EFF POLICY EXP LTRR TYPE OF INSURANCE INSR WVD POLICY NUMBER MPMIDDIYYYY MMIDDIYYYY LIMA GENERAL LIABILITY EACH CCCURRENCE $ COMMERCIAL GENERAL LIABILITY CAMA NTED PREMISES Ea occurrence $ CLAIMS-MADE F—IOCCUR MED EXP(Any.one parson) $ PERSONAL&ADV INJURY $ -GENERAL AGGREGATE $ GEN'L AGGREGATE_IMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY M PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE-IMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OYVN=D PROPERTY DAMAGE $ HIREC AUTOS AUTOS PER ACCIDENT UMBRELLA LIAB OCCUR. EACH CCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY 1ITSI ER A ANY PROPRIETORIPA.RTNERIEKECUTIVE YIN IC4620134 02/28/2013 02/28/2014 E.L.EACH ACCICENT $ 500,000 OFFICERIMEMBER EXCLUDED' N I A (Mandatory In NH) 02/28/2014 02/28/2015 E.L.DISEA:;E-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS belcw E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) This policy applies to all states except ND, OH, WA & WY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Scott C Casagrande ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ce�P���rao,uaea�r/L aC/�C�coorcc%ccveu�', License or registration vaCa1 for ir_aividu- before the expiration date. if found return to: ffice of Consumer Affairs&Business Regulation _ PROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulatian — ME IM Typ, . 10 Park Plaza-Suite 5170 �. Registration 172284 Supplement ::ard Boston,MA 02116 Expiration 6/712014 z SKYLINE SOLAR LLC _ ` PHILIP CHOUINARD 4 g ` 3380 VSHWY 22 SUITE 3A• Not valid without signature BRANCHBURG,NJ 08876 Undersecretar y artrnent of Public Safety *� 2` chusetts -pep ulations and Standards Massa ` I ® of Building Reg , Board I - Conytru 'on Supervisor �n r 7047 License: CS-O V. ; J CjjOUIl`ARD I 79 Oak St.Unit#L03 Ashland MA 01721 E1pira tion 1 0912015L 5- 'I Commissioner w . * Regulatory Services NAM $ Thomas F.sb Geiler,Director� , 39 . a rFb rr+A� Building Division Tom Perry,Building Commissioner, 200 Main Street,Hyannis,MA 02601 www.toWn.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This-Section :If Using A Builder r 1, \ k f CPA' , as Owner of the subject property hereby authorize S�q J'I np_ So�c `., (_LL to act on my behalf, in all matters relative to work authorized bythis building permit application for. (I C' - MA b2G52 (Address.of Job) Signature o Date Print N e If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMs:o WNERPERMIssION - Town of Barnstable op THE Tp� ., do Regulatory Services . Thomas F.Geiler,Director ' _ r3nxxsrAsre, � M � Building Division prEe►+�'�a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.b arnstable.ma.us Fax; 508-790-6230 Office; 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: street village number "HOMEOWNER"; home phone# work phone# .name CURRENT MAILNG ADDRESS: pity/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and possess a license,provided that the owner acts as to allow homeowners to engage an individual for hire who does not p supervisor. DEFINITION OF HOMEOWNER Persoa(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 109,1,1) 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,D00 cubic feet or larger will be required to comply with the , State Building Code.Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION sions The Code states that: "Any homeowner performing work for which a building permit is provided that if the omeowner cngages a person(s)for hiree todoprov�su h of this section(Section 109.1.1-Licensing of construction Supervisors); work,that such Homeowner shall act as supervisor," . Many homeowners•wbo.use this exemption are unaware that they am as k�f aware ofteg the n results in supervisor ssproblemspparticul�arly Rules&Regulations for Licensing Construction Supervisors,our BSectoa can 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 cortify,that helshc understands the responsibilities of a Supervisor, On the last page of this issue is a form currendy used by several towns, You may care t amend and adopt such a fnrm/certifrcation for use in your community, QAWPFILBS\FORMS\homeexempt.DOC ,DAMES A. CLANCY PROFESSIONAL ESSIONAL ENGINEER EVER NATIONAL PARK, NJ 08063 (856) 358-1125 ]FAX. (856) 358-1511 Date: April 10,2014 Re: Structural Roof Certification Subj: Coby Vincent Residence,373 Ames Way, Centerville,MA 02632 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence roof to be of wood frame construction bearing walls with a 2x8 @ 16" truss framed roof and sheathed with 1/2" ext decking and a single layer of fiberglass shingle roofing. The wood framed roof structure bears directly upon the framed exterior wall system. The existing rafters as installed meet the required IRC-2009 table 802 design span ratings with sufficient capacity to carry the 2.89#/sf additional load imposed by the proposed solar array per the details below. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters or purlins below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters/trusses with Stainless Steel fasteners. Rail attachment to roof shall be fastened 16-24"o.c. at corners and 48"o.c. through the field. Rails are to be placed at 24-48"o.c. on the roof. When installed per the above specifications the system shall meet the required 110 MPH wind load and 30 PSF ground snow load requirements. Should you have any further question or comment please feel free to contact our office. Respectfully, .%4f A. , Ny ca u .I James A. Clancy Professional Engine MA License#33998 JAMES A. CLANCY, PE Installed weight of PV System PV Module Weight=44 lbs Area= 39"x 65"nominal (17.6 SgFt) Mounting Rail(IronRidge XRS) Weight= 1.03/lf There are 80"of rail per module= 6.87 lbs Module+Rail= 50.87 lbs over 17.6 SgFt=2.89#/SgFt Foot spacing is 32"o.c. across panel width with 2 rows per module. Typical layout provides 13 feet on one rail for each 10 modules in a row. This provides for an average of 1.3 feet/module/rail x 2 rails=2.6 feet/module. Module+Rail weight distributed per mounting foot= 50.871bs/2.6 feet = 19.56 lbs/mtg foot. Composite Shingle Roofing=3.8 psf '/2" Ext Ply Sheathing= 1 psf Installed Solar Array=2.89#/sf(above) Total load= 7.69#/sf IRC-2009 Table R802.5.1(3) Rafter Spans for Common Lumber Species Allowable Span Member DL= 10 psf DL=20 psf 2x8 DF#2 @ 16" o.c. 12'-9" 11'-5" Existing member spans= 11'-4" and 12'-1" meet the required load/span ratings i 1 2 3 4 5 SHEETINDEX - PHOTOVOLTAIC SYSTEM PV0.0,0.1 COVER AND SITE PLAN PV1.0 GENERAL NOTES SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV2.0,2.1 ARRAY LAYOUT PV SYSTEM ON AN EXISTING RESIDENTIAL ROOF TOP. PV3.0 LINE DIAGRAM SYSTEM SIZE: AC/DC kW STC: 6.06 kW/7 kW '�_,\ PV4.0 CALCULATIONS l �, AlyEs wqY PV5.0 LABELS A A EQUIPMENT: PV MODULES: (28)ET SOLAR ET-P660250BB INVERTER(S): (1)POWER-ONE PVI-6000-OUTD-US-A(240V) 5C /4 APPLICABLE CODES: THE INSTALLATION OF SOLAR ARRAYS AND PV POWER SYSTEMS SHALL BE IN ACCORDANCE WITH THE MOST RECENT NATIONAL ELECTRICAL CODE AS WELL AS ANY BUILDING STANDARDS,AS / AMENDED BY TOWN OF BARNSTABLE. / Q / m B m (E)RESIDENCE B / m / PROPOSED PV SOLAR ARRAY LOCATION(TYP.) JURISDICTIONAL INFORMATION: JUMSOICTION: GABLE.TOWN OF ADDRESS: 200 MAIN ST HYANNIS.MA.02601 PHONE NUMBER: (508)8623038 / PROPERTY / LINE NOTES TO INSTALLER ARRAY TO BOS(DC):FROM ARRAYS,ROOF-MOUNTED CONDUIT RUNS DOWN AND ACROSS WALL TO INVERTER. BOS TO POC(AQ FROM BOS TO SERVICE ENTRANCE ALONG EXTERIOR WALL ADDITIONAL NOTES:INSTALL A SUPPLY SIDE CONNECTION USING POLARIS BLOCK ON SERVICE ENTRANCE WIRES COMING FROM THE UnUTY METER IN ASEPARATE ENCLOSURE.CONNECT THE POLARIS BLOCK TO MIN.#6 AWG THHW2 CU WIRES TO A FUSED AC DISCONNECT,THEN TO LOCUS/INVERTER.INSTALL AC DISCONNECT WITHIN 10'OF UTILITY METER. REOUMED'I YMN N 13 C I«;ar;�:T...G.HA. CUSTOMER TOMER NAME: 11-�/f3 SITE PLAN CobyVincent/Vincent-849205 373 Ames Way SCALE: N.T.S. /mV / t• Centerville,MA 02632 AC/DC kW STC: 6.06 kW 17 kW REFER TO PLAN NOTES DESIGNED BY: REV IN Imo`/ + f�/ PAGE PV0.1-SECTION N1-N11 LVS 0 r V O'0 jf b 7 ,Ttv T©L w OOe utOMl�Lautlm:C:�Bov VVWaW;OawmantaLLw�Dwb��stamen\VhranL- MEORAINNGS.SPECIRC MNS,ANDDUIGNSME EPROPERTYOFSUNGE WINO NO PAATSHALLDECOPIEOORUSFDFORORWrt MYOTHERWORKOTHERTHAN THE S—IFICPROIECT FORWHICHTHEYHAVE BEEN DEVELOPEOWITHOUIOU—TTEN CONMRT 1 2 3 4 5 KEY: NOTE:BALANCE OF SYSTEM(BOS)EQUIPMENT - PROPERTY LINE u®SUBPArTEL SHOWN FOR REFERENCE TO LOCATION ONLY- - CONDUIT RUN O DC DISCONNECT NOT TO SCALE - DRIVEWAY O AC DISCONNECT O ASOLAR MODULE O MAIN SERVICE PANEL 2)JUNCTION BOX Q UTILITY METER III MONITORING UNIT ® PV METER ❑COMBINER BOX ® INVERTER ROOF OBSTRUCTION NOTES TO INSTALLER q ARRAY TO BOS(DC):FROM ARRAYS, A ROOF-MOUNTED CONDUIT RUNS DOWN AND ACROSS WALL TO INVERTER. Q BOS TO POC(AC):FROM BOS TO SERVICE ''.'�'' ENTRANCE ALONG EXTERIOR WALL. - ADDITIONAL NOTES:INSTALL A SUPPLY SIDE CONNECTION USING POLARIS BLOCK ON SERVICE ENTRANCE WIRES COMING FROM THE UTILITY ROOF-MOUNTED CONDUIT METER IN A SEPARATE ENCLOSURE.CONNECT THE POLARIS BLOCK TO MIN.#6 AWG THHN-2 CU WIRES TO A FUSED AC DISCONNECT,THEN TO MAIN SERVICE PANEL LOCUS/INVERTER.INSTALL AC DISCONNECT WITHIN LOCATED IN BASEMENT 10'OF UTILITY METER. i M AC B L__ INV p B RAY N'g t is ROOF-MOUNTED CONDUIT ROOF t RUNS DOWN AND ACROSS ROpFz WALL TO INVERTER (E)RESIDENCE C C CUSTOMER NAME: Coby Vincent/Vincent-849205 SITE PLAN DETAIL 373 Ames Way SCALE: N.T.S. N Centerville,MA 02632 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: REV# d PV0.1 LVS 1 0 By. rm Stiva Deu:TnwN\A l,amtivr rHoSymYaBreVayDmmwvLLmrOssanlGmnrm\Vorsnl THESE DRAWINGS.SPEOR-01S.AND DESIGNS ARE THE PROPERTY OF SUNGEWTY INC.NOI—S—L BE COPIEDORUSEU FORORwRIA WIERWORROTHERTHAN TIE SPECIFICPRWECT FORNMICNTHEY—KEEN OEVt EDWITIOUTWRWRITTEN CONSENT 1 2 3 4 5 GENERAL NOTES: - GENERAL NOTES: ELECTRICAL NOTES: E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE Nl.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF El.ALL EQUIPMENT IS LISTED FOR USE. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED NOTED OR STANDARDIZED. E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. SHALL BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. INTEGRATED GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS, A A E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY AND THREAD FORMING BOLTS OR WEEBS. DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION WHERE NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO NETWORK VOLTAGE HAS BEEN RESTORED. RAIL. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CALCULATED AT THAT COMPONENT. N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE PROPERLY GROUNDED. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6"ABOVE FLUSH VENTS. _ E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE REQUIREMENTS GIVEN BY UTILITY COMPANIES. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE _- N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO JURISDICTIONAL REQUIREMENTS. REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B ENCOMPASS LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS ARTICLES 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7) PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." and 705.10 SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER 80X,DISCONNECT AND N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. DEVICE WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC SERVICE. REFERENCES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION DEVICE. STRUCTURAL NOTES: E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT SHALL BE ACCURATELY SPACED. E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF LOAD AMONGST RAFTERS. THE CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO TEMPERATURE DERATING AND LOCATION. C C CUSTOMER NAME: Coby Vincent/Vincent-849205 373 Ames Way Centerville,MA 02632 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: REV# I PV 1.0 LVS 0 BY ne�Spve Oetew,IwROIa an:C^Boti SynWallvevaypwinnnNvmbulp.......IVlmm- THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS.wE THE PROPERTY OF SUNGENTY INC.NO-TS-LSE COPIED ORUSED FOROR-ANYOTHER WORN OTHERTHRNTHE SPECIFIC PROVECT FG-ICHTHEYHPVE 8E END-1-OPED-HOUTOUR-ENCON- 1 2 3 4 5 SYMBOL MODULE SPECS MOUNT (28)ET SOLAR ET-P6602508B MODULE WEIGHT: 42.59 LBS RAIL MODULE LENGTH: 64.57" ------- RAFTERS MODULE WIDTH: 39.06' ROOF ROOF ISPECS RAFTER SIZE: •2x8 —•—•— SETBACK I' RAFTER SPAN: 12'-1• SOLAR MODULE 'r 2 19 6" RAFTER SPACING: 16"OC ROOF MATERIAL:COMPOSITE SHINGLES ® ®STRING CONFIG. „—s—d 1 I jj ARRAY 1 SPECS ® SKYLIGHT 1 I I I I 1 `v—i—I NUMBER OF MODULES: 12 A I 1 1 I 1 i I —'-1'— I 1 I A ® CHIMNEY I _I_ _I J�1¢-. TOTAL MODULE WEIGHT: 20L1 LBS 1 I I 1 I I 1 1 I '1 1 I I RACKING WEIGHT: 207.8 LBS PLUMBING OR ..��. ARRAY WEIGHT: 762.9 LBS 1 1, I I ,� I I i 1 I 1 1 ° ATTIC VENT I -i-' -I"' •' I-' 'I�- V�d!'-1- ARRAY AREA: .6 LBSIOFT 3.6 LOAD: LBS/ ARRAY DEAD SOFT C7 ATTIC VENT I i 1 1 I I „ 1 I I NUMBER OF MOUNTS: 44 I -I-a'--1 -1-••-GP'o---1- --.I- -E;�- I I I o . I LOAD PER MOUNT: 17.3 LBS ROOF PITCH: 23• NUMBER OF FLOORS: 2 I I I 1 I I i 1 1 I I I I A-I-�. 1 �21- C�-Co L ��JI1� I1II��VVV 1 P I I I 1 I I I I i 1 I 1 I I I I I I I 1 1 i 1 2' 5'-5" 5'-5" 5'-5" 3'-3" 1' ARRAY 1 LAYOUT N 1 AZIMUTH:194"TN SCALE: 3/16"=V-0" B B REFER TO ARRAY SPECS FOR ROOF PITCH F SOLAR MODULE P IRONRIDGE XRS RAIL IRONRIDGE 6105-T5 ALUMINUM L-FOOT QUICKMOUNT SHINGLE FLASHING " CY AND LOW PROFILE MOUNT 0 77b COMPOSITE SHINGLES James A.Clancy,PE F- ST 601 Asbury Avenue National Park,NJ 08063 1/2"PLYWOOD ROOF DECKING Massachusetts PE Lic#46775 (1)%"x 5"S.S.LAG BOLT MIN.2}" RAFTER EMBEDMENT C C 2x8 RAFTER CUSTOMER NAME: MOUNTING DETAIL Coby Vincent/Vincent-849205 373AmesWay 2 SCALE:1 1/2"=1'-0" Centerville,MA 02632 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: I REV# n"2.O LVS 0 r V By:L.—SM D"u.41-014 menbLLePl➢evpnlCuat"m"n1VMem- THESEDM NGS,SPEORC ONS,ANDDESIGNBARETHEPROPERWOFSUNGEMTYINC.NO PART SHALL BE COPIED OR USED FOR ORWRH ANY OTHER WORN OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENDEMIOPED WITHOUT MR WRITTEN CONSENT 1 2 3 4 5 SYMBOL MODULE SPECS (28)ET SOLAR ET-P66025OBB - O MOUNT MODULE WEIGHT: 42.59 LBS RAIL MODULE LENGTH: 64.57" MODULE WIDTH: 39.06" ------- RAFTERS ROOF 2SPECS ROOF RAFTER SIZE: ,2x8 —•— — SETBACK 6„ 1 RAFTER SPAN: SOLAR MODULE 29'-6" RAFTER SPACING: 76'OC ROOF MATERIAL:COMPOSITE SHINGLES ® ®STRING CONFIG. 1 ARRAY 2 SPECS SKYLIGHT I I I��I I 1 I 1 I 1 I I „1., I I 1 1, 1 NUMBER OF MODULES: 16 q 'i—i r r—t—'�F r-1 7—I --ci>--I -r i A ® CHIMNEY I 1 1 TOTAL MODULE WEIGHT: 681.4 LBS 1 i I I I I I 1 I I i I I i 1 i 1 I 1 RACKING WEIGHT: 200.0 LBS PLUMBING OR i 12 I 13 I 1 ARRAY WEIGHT: 914.5 LBS i 1 1 I 1 I 1 1 I I I 1 1 ARRAY AREA: 280.2 SOFT ATTIC VENT I 1 I ,J. 1 i 1 , I I I I 1 1 I �, I 1 I I I - —P -r—I .a--r--I 1-- I--�i{^I ARRAY DEAD LOAD: 3.3 LBS/SOFT C7 ATTIC VENT I I I I i I i I i 1 i 1 I i I I I i NUMBER OF MOUNTS: 33 o I I 1 I I 1 I I i I I I I I I 1 I 1 1 I I I LOAD PER MOUNT: 27.7 LBS ROOF PITCH: 21' NUMBER OF FLOORS: 2 I I I i I I I 1 I I 1 I I I 1 I 1 I I 2 I i I I 1 I 13 I I 1 I i 1 I I 1R00 P j o i { I 1 6'-7" 6„ 1, RRAY 2 LAYOUT N 1 AZIMUTH:194"TN SCALE: 3/16"=V-0" B B REFER TO ARRAY SPECS FOR ROOF PITCH ' SOLAR MODULE 45'jN FN�P9 IRONRIDGE XRS RAIL py IRONRIDGE 6105-T5 ALUMINUM L-FOOT G S A N QUICKMOUNT SHINGLE FLASHING M1` f AND LOW PROFILE MOUNT 78 --1 COMPOSITE SHINGLES c� James A.Clancy,PE 161, a 601 Asbury Avenue ASS/ III ' 1/2"PLYWOOD ROOF DECKING National Park,NJ 08063 (1)*-x5"S.S.LAG BOLT Massachusetts PE Lic#46775 MIN.2}" RAFTER EMBEDMENT - C C 2x8 RAFTER CUSTOMER NAME: MOUNTING DETAIL Coby Vincent/Vincent-849205 373 Ames Way Centerville,MA 02632 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: REV# PV2.1 LVS 0 BY EaT"IN Saa O"u.�HBROta C:IBa�SKKdsov"WFOaa,menlsLLee�Daupi`Gn�n+en�Wcun- THESE ORAYANGS.SPEOFlCATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGENTYINC.NOP—SH—BE CORED ORUSEO FOR OR WITH ANYOTHERYroRK OT1ER THAN THE SPECIFIC PROJECT FOR YMICH THEY I-E BEEN DEVELOPED YATHOU--TTEN CONBENT 1 2 3 4 5 Conduit L ELECTRICAL KEY: MODULE ELECTRICAL SPECS TAG Conductors Con ult (28)ET SOLAR ET-PBW2WeB - -rt BREAKER SHORT CIRCUIT CURRENT(IEC): 8.76 A A OC 5 A F -�— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 37.47 V OPERATING 6 #lOTHWN-2 S SCREW TERMINAL OPERATING VOLTAGE(VMP): 30?34V B 1 #10THWN-2 3/4 in.EMT & FUSE • SPLICE MAX SERIES FUSE RATING: 75A 3 16 THWN-2 3/4 in.EMT 'w EARTH GROUND STC RATING: 2`50 W C 1 #8THWN-2 m CHASSIS GROUND DESIGN CONDITIONS 22a.3w D 3 #6THWN-2 3/4 in.EMT --- 1 #8 THWN-2 --GEC HIGHEST 2%DB DESIGN TEMP.(°C): 28°C 3 #6 THW N-2 EGC MIN.MEAN EXTREME ANNUAL DB('C): -16°C E 1)#8 THWN-2 3/4 in.EMT INVERTER 1 SPECS A (1)POWER-ONE PVI-6000-OUTD-US-A(24OV) A RATED WATTS(EACH): 6000 W AC OPERATING VOLTAGE: 240 V AC OPERATING CURRENT: 28 A MODULES PER STRING MPPT DUAL INPUTS: 1268 INVERTER EFFICIENCY: 96.5% INTEGRATED DC DISCONNECT SWITCH WITH DUAL MPPT INVERTER 1 STRINGING(690.53)MPPT 1 MAX POWER POINT CURRENT(IMP): 8.2 A MAX POWER POINT VOLTAGE(VMP): 364.1 V MAX SYSTEM VOLTAGE(VOC)690.7(A)l: 512.0 V SOURCE CIRCUIT CURRENT(ISC)690.8(A)l: 11.0 A MAX SHORT CIRCUIT CURRENT(ISC)690.8(A)2: 11.0 A INVERTER 1 STRINGING(690.53)MPPT 2 MAX POWER POINT CURRENT(IMP): 16.5 A MAX POWER POINT VOLTAGE(VMP): 242.7 V MAX SYSTEM VOLTAGE(VOC)690.7(A)l: 341.3 V SOURCE CIRCUIT CURRENT(ISC)690.8(A)1: 11.0 A MAX SHORT CIRCUIT CURRENT(ISC)690.8(A)2: 21,9 A METER (E)#2 AWG AL SERVICE AC DisConneCt,60Amp, ENTRANCE CONDUCTORS IN C D Fusible,C-H E (E)CONDUIT TO REMAIN B B A B PV INVERTER WITH DG222NRB DC DISCONNECT SUPPLY SIDE CONNECTION uslE FIR ADOFRON&mFGRNAnoN 35A FUSES WITH POLARIS BLOCK OR + SEEMPPT 1 LOCUS 2P P SIMILAR UL LISTED AND C) 1 Str ing(s) G —AC METER APPROVED CONNECTOR 12 Modung DC OUTPUT LOAD LINE EC —_ 10OA2P JBOX MPPT 2 MAIN (E)100A SQUARE D MSP 0 2 St (D (E)LOADS 240V 2P 3-W 1rp 8 Modulng INVERTER1--- LGATE-120 MONITOR CELLULAR METER/ (E)LOADS .yN�F�,'qLS`c9cy B-LINE 011 METER SOCKET NEMA3R,24OV,100A NEMA4 UL LISTED JUNCTION STRINGS SHALL ` J•("y CY �� BOX WITH 90°C TERMINAL RATINGS BE COMBINED ON AC SIDE,GEC SHALL BE RUN 1 LOCATED ON ROOF USING APPROVE OUTSIDE OF CONDUIT UNLESS THE = O rJ (2)SUNGEVITY SOLADECK ULMEC METHOD CONDUIT IS BONDED TO GROUND PER 250.54(E).#6 GEC RUN OUTSIDE ARC FAULT PROTECTION OF THE DC CONDUIT TO IRREVERSIBLE SPLICE James A.Clancy,PE SOURCE CIRCUIT LISTED INVERTER AT GE,#8 EG RUN INSIDE CONDUIT TO GEC IRREVERSIBLY SPLICED TO ) 601 Asbury AvenueSf ¢\ COMPLYING WITH NEC 690.11 GROUND LUG IN MSP EXISTING GEC OR BONDED DIRECTLY National Park,NJ 08063 TO EXISTING GROUNDING ELECTRODE Massachusetts PE Lic#46775 C C CUSTOMER NAME: Coby Vincent/Vincent-849205 373 Ames Way Centerville,MA 02632 AC/DC kW STC: 6.06 kW 17 kW DESIGNED BY: I REV# pV3.0 LVS 0 e/ Ne SM One.AH 11 lrcstion:C',W.EYIYYy Wy THESE ORAWINGS.SPEOFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGENTY INC.NOPARTSHALLDECOPIEDOROSEOFORORWI MYOTHERWORNOTHERTHANTHESPEOFICPROIECTEORwHICHTHEYHAYEBEENUEV LOPEDWITHWTWI-INCONSENT 1 2 3 4 5 DC WIRE SIZE: SOURCE CIRCUIT 1690.8(Axt))(bc): It 1.25 OUTPUT CIRCUIT[690.8(AI(2)1(Isck Isc'1.25-#STRINGS DC wire size Location 1 Location 2 MIN.DC WIRE AMP),210. 1690.MAXI 9IUM(O,210.19(A)1,215.2(A),110.1/(C)): THE MAXIMUM OF: 1.(Isc'1.25)/(CONDmONS OF USE) Number Strings Combined: 1 2 2.(Isc•1.25'1.25) Conductors In Raceway(Conduit fill dera[el: 2 2 DERATE WIRE FOR TERMINALS DEPENDING UPON TEMP. Nipple(less than 24"): NO No AC WIRE SIZE: INVERTER OUTPUT[690.8(A)I(Isc): INV.OUTPUT'1.25 Wire Rating I-C): 90 90 MIN.AC WIRE AMPACITY: 1690.8(a),690.8(b),210.19(A)l,215.2(A),110.14(C)1: Terminal Rating('C): 75 75 THE MAXIMUM OF: Distance Above Roof to Bottom of Conduit: 0.5"-3.5" Not on roof 1.(INV.OUTPUT'I CON) A A 2.(INV.OUTPUT)/CONDITIONS OF USE DEFLATE Conduit Fill canning: 1.00 1.00 GWIRE FOR TERMINALS DEPENDING UPON TEMP. GROUNDING SIZE: CorrecledHighest 2%OB design[emp('n: 122 82 GEC NEC 690.47 Tempterature Correction factor: 0.82 1.00 Sized per Table 250.66 for AC Maximum Circuit Current(690.SAII0pvMaxh 10.95 7,.on Sized par Tobb 250.166 for OC DC EGC Method A:1.25•Contlnuous Current 1215.21IA): 13.69 27.38 Table 250,122 Use 1.56'Isc'#efings(If applicable) Method B:Max.Circuit Current with conditions(A): 13.35 21.90 AC EGC NEC 250.122 Min.Ampacity required(A): 13.69 27.38 Sized based on OCPD. Wire sized pre-terminal comparison(AWGI: #14 #12 MAXIMUM SYSTEM VOLTAGE: Wire size ampaclty post-terminal comparison(A): 25 40 NEC2006/201 I requires to use manufacturers Coefficient if available Minimum Wire size(AWG): 414 #10 Method A:Voc'If of modules in series'NEC Coefficient Method B:([(T In°C-25°C)'V/°C]*Voc)'#of modules in series 120%RULE: NEC2008:[690.64(B)2] NEC2011:705.12(D)2 AC Wire Size Inverter 1 MINIMUM BUS BAR OR CONDUCTOR= TOTAL NUMBER OF BREAKERS FEEDING/1.2 Quantity: 1 OCPD SIZING: Conductors In Raceway(Conduit fill derate): 2 MIN DC:ISC-1.56 MIN AC:INV.OUTPUT'1.25 Nipple(less than 24"1: NO B Wire Rating('Cl: 90 VOLTAGE DROP: B (2KID/CMJNOLTAGE'100=VOLTAGE DROP Terminal Rating r-CI: 60 K=12.9 FOR COPPER Conduit Fill derating: 1.00 I=CURRENT(IMP OR OUTPUT AC) D=DISTANCE IN FEET,ONE WAY Highest 2%08 design temp I'll: 82 CM=CIRCULAR MILS Tempterature Correction factor: 1.00 Inverter Rated output CurrentA 120%Rule on Main Amperage 1690.8(u: 28 Panel Method A:1.25-Cominuous Current(215.211A): 35.00 Main Panel OR Sub Bus(A): 100 Method B:Max.Circuit Current with conditions(A): 28.00 Main Breaker(A): 300 Min.Ampacity,required(A): 35.00 Allowable Input Breaker(A): 20 Wire sized pre-terminal comparison(AWG): #10 Wire size ampacity post-terminal comparison(A): 55 DC EGC Size Minimum Wire Size(AWG): p8 Min,amperage: 13.67 Min.EGC size: #14 Max.System Voltages INVS MPPT3 INV PT E! AC EGC Size Modules Per string: 12 8 SyP Min.amperage: 35.00 Min.Mean Extreme Annual DB('F): 3 3 *G 7 C 1 �' Min.EGC size: #10 C NEC 2008/2011 temp.correction favor: mit 1.18 Manufacturers Cofaf Term, -0.12672 -0.12672 O 475 CUSTOMER NAME: m Temperature Difference(•C): 11 -41 Coby Vincent/Vincent-849205 Module Voc IV): 37.5 37.5 James A.Clancy,PE 'h�io sT P �`�' 373 Ames Way Max System Voltage: 512.0V 341.3V 601 Asbury Avenue `aSp � G Centerville,MA 02632 National Park,NJ 08063 Massachusetts PE Lic#46775 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: REV# PV4.0 LVS 0 ey.lwvNP SMe D+b:dltMplx Lorelbn:OnBoa GyrcWNawyOeomenn4ePVNagn`dNmvawbaml. THESE OM NGS.EnECIFILAPONe,AND DESIGNS ARE THE PROPERTY OF SUNGENITY INC.NOPAHTS-1.BE COPIEDCRUSED FORORWITH ANYOTHERWOMK ERTHANTHESPEGFICPR 3Ee FO MlH THEY HAVE BEEN OEVELOPEDwITHOUTOURWAITTENCONSENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3 8 4;2012 IFC 605.11.1 NEC 690.54 PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED PLACE THIS LABEL AT"INTERACTIVE POINT OF GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS INTERCONNECTION"(AT MAIN SERVICE PANEL AND AND PENETRATIONS,ADJACENT TO THE SUBPANEL IF APPLICABLE MAIN SERVICE DISCONNECT INTERACTIVE PHOTOVOLTAIC POWER SOURCE — _ __ A WARN'I�N G �('\\�`1�/'�'w'y\'�I//�!/y - RATED AC OUTPUT CURRENT(A): 26 q /{ i�� V Y e � NOMINAL OPERATING AC VOLTAGE(V): 260 V '4 ELECTRIC SHOCK HAZARD INVERTER 1 MPPT 1 DC DISCONNECT IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER PHOTOVOLTAIC SYSTEM DISCONNECT NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED SOURCE RATED MAX POWER POINT VOLTAGCURRENE (IMP): 4.1 V RATED MAX POWER POINT VOLTAGE(VMP): 364.1 V NEC 690.17(E) NEC 690.35(F) MAX SYSTEM VOLTAGE(VOC): 512.0 V PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, SHORT CIRCUIT CURRENT(ISC): 11.0A MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED -- —- � CIRCUITS MAY BE EXPOSED DURING SERVICE: INVERTER 1 MPPT 2 DC DISCONNECT AWARNING ' PHOTOVOLTAIC SYSTEM DISCONNECT A WA R N I N G RATED MAX POWER POINT CURRENT(IMP): 16.5 A RATED MAX POWER POINT VOLTAGE(VMP): 242.7 V ELECTRIC SHOCK HAZARD MAX SYSTEM VOLTAGE(VOC): 341.3 V DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD SHORT CIRCUIT CURRENT(ISC): 21.9A TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED B POSITION AND MAY BE ENERGIZED B NEC 705.12(D)(2)(b) NEC 705.12(D)(2)(c) PLACE THIS LABEL AT P.O.C.TO SERVICE PLACE LABEL ON ALL EQUIPMENT CONTAINING DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER SUBPANEL IF APPLICABLE)) TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. �AWARNING � ZN F Rag4 RR INVERTER OUTPUT CONNECTION AWARNING DO NOT RELOCATE THIS J S A. OVERCURRENT DEVICE CY - THIS EQUIPMENT FED BY MULTIPLE POWER SOURCES.TOTAL RATING OF ALL OVERCURRENT 0 5 NEC 705.12(D)(3) DEVICES,EXCLUDING MAIN SUPPLY PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICE,SHALL NOT EXCEED James A.Clancy,PE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER AMPACITY OF BUSBAR 601 Asbury Avenues/ TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE National Park,NJ 08063 SOURCES. Massachusetts PE Lic#46775 A CAUTION CUSTOMER NAME: CONTAINS MULTIPLE POWER Coby Vincent/Vincent-849205 SOURCES 373 Ames Way Centerville,MA 02632 AC/DC kW STC: 6.06 kW/7 kW DESIGNED BY: REV# PV5.0 LVS 0 y e-1M On 4110/ 4LaullPn:L1 9ynNa4ra`MyOmmiemzLLeoNeelOe`C,abmmc\Nnont- THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ME THE PROPERTY OF SUIGENTY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH MY OTHER WOW OTHER THAN TIE SPECIFIC PROJECT FOR WHICH THEY NAYE BEEN DEVELOPED WTIOUT0IN—'ON CONSENT _ Peak Power(Pmax) 255W 25OW 245W 240W I i�piRI Module Efficiency 15,67% 15.37% 15.06% 14.75% Maximum Power Voltage(Vmp) 30.91 V 30.34V 30.14V 29.96V 9p d Maximum Power Current(Imp) 8.25A 8.24A 8.13A 6.02A ( r s { Open Circuit Voltage(Voc) 37.54V 37.47V 37.27V 37.17V ET BLACK MODULE Short Circuit Current(Isc) 8.82A 6.76A 6.73A 8.58A "fS Power7olarance Oto+SW •� �)� '„$ �� Maximum System Voltage DC 1000V Nominal Operating Cell Temperature 45 3+2"C Fire Safety Class C ET-P660255BB 255W _ Maximum Series Fuse Rating 20A ET-P660250BB 250WCell ET-P660245BB 245W Numlor 156mmx156mm Number of Cells 60 cells in series Current-Voltage to Power-Voltage Curve ' ry= ° J Weight 18.8 kg(41.451bs) (AMls,cdl rempereare zsp) ET-P660240B6 240W t t Dimension 1640*992x40mm g(41.5lbs)x1.58 inch) Max Load 5400 Pascals(112 lb/t=) ' p Junction Box IP67 rated Connector MC4 Compatible d I Temp.Coal of Isc(TK Isc) 0.04%PC ° . �° r. " z, ss l b Temp.Coeff.of Voc(TK Voc) -0.34%PC 0 to+5W positive tolerance — - High conversion efficiency Detailed information in Electrical Temp.Cceff.of Pmax(TK Pmax) -0.44%PC High module efficiency to guarantee Specifications. - -- Temperature Dependence of Isc,Voc and Pmax power output. + �u rwV' 48-hour response service Pieces per Pallet r26 E26 ' —- +t Self-cleaning glass - Pieces per Container 312 728 Coating glass for self-cleaning,reduce surface dust s. wulc i ax" Outstanding low irradiation performancezL„ �� ,. Excellent module efficiency even in the weak _ x { caB romperawre('q tight conditions,such as moming or cloudy. n. aT . � I Irradiance Dependence of Isc,Voc and Pmax (AMI6Ce11 T—rx, 113 Excellent loading capability 25-year performance warranty 2400Pa wind loads,5400Pa snow loads. €� 10-year warranty on materials and workmanship �w - d ® glo - dr11B E^l ui a �. �� w,,., o °w lmadarrra(wn^*Ia loco ULa Env erc�e � """"""°"" v Towards Excellence � MOH:iNe specif'om:are aMalmd antler me elandam Tesl condllans($rca):1000 WlmrmWimaUlenm,1.6 Nr Ma0s,and cotl lsmpamlrue al]SY.The NOCT is obtained antler M/ET-EN-US2011VI NaT ICOrM�Baro:BOO W/rN,20•C amdem lampemWro.lmh vend s d,AM l.5 epatlmm. Meawcarnep soara:s¢aM:farxnr fm ledmi�su00ad.11M aural Va^sarlbls'Ml Oeaubieti to Ua mrtratls.lNie parmre4rs h fw raramnw mlyartl flb Ma Oat d tlw mn4ads. ...—___ _ magi lrwelbnare evolacr to ataasa wlham odor^cum. Tuesday,May 7"2013 - Re:Statement of Compatibility of fronRidge,Inc's Standard and Light Rails with Integrated A�IRONRIDGE Grounding System and ET Solar,Ines Modules '4MI'.'.i.�^K ,i:=♦rye rniWx' To whom it may concern. This letter shall serve as a statement of compatibility between ET Solar,Inc's Modules and IronRidge, Inc's Standard and Light Roils with Integroted Grounding Svstem.This letter is provided as a supplement to the Module installation and Safety Manual provided with the modules at the time of sale. Although not covered in our installation manual,our photovoltaic modules are compatible with the tronRidge.Inc's'ntegrated Grounding Clamo System. This compatibility has been confirmed by the testing towards the UL2703 Outline completed by Intertek Group plc using the IronRidge,Inc Standard and Light Rails with Integrated Grounding Systems and ET Solar,Inc's black and silver module model 0 f series ET-P660VJ8,ET-P660tAr J,F-T-P660BB,FT-L660WW,ET-M660BB,ET-M660WW,ET-P672WB, ET-P672WW,ET-P672BB,E.T-L672WW,ET-M672BB,and ET-iM672WW nting Mou ET Solar,Inc will extend our warranty program on products that are installed and grounded using the IronRidge,Inc's Integrated Grounding Clamp Systern,assuming that the IronRidge,Inc.installation �"' manual is followed in its enlirety. S yj,`1 Note:The IronRidge,Inc Standard and Light Rails with Integrated Grounding Systems are certified r/ towards the UL Subject 2703 Outline of Investigation for Rack Mounting and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels. The IronRidge,Inc's system includes XRL and XRS rails 51411d9ict Mfrs)apd tIght!Y.RL)Rails m1h t;ur�_gr,rra;ir^rnrrrrs'tjog (Clear and Dark Anodized),Mid Clamps(with T-bolts),End Clamps,L-Feet,Internal Splices,Grounding 'i It t$t�V rv,6Y.2703Itanragls Solutions,End Caps and Wire Clips. 2013 Edition Regards, L Dr.Linhui Sul, ;,erra,t Inirrtrk ET Solar,Inc. CEO Attachment: Intertek Group plc controlled Installation Manual for IronRidge,Inc's Stondord and Light Rails with Integrated Grounding Systems. I_R0NRIDGE Roof Mount System — Rails Standrard Rails(XRS) I Light Rails(XRL) Rail Splices J Curved rails provide greater strength Lightweight rails reduce cost for Internal splices seamlessly connect y,�.+�:ti6tilc and aesthetics. lighter load conditions. rails,allowing easy L-foot installation. -k �r Available in clear and black anod. Available in clear and black anod. Different versions for XRS and XRL Multiple sizes between 12'and 18' Multiple sizes between 12'and 18' Includes self-tapping screws ^f Made of corrosion resistant alum. Made of corrosion resistant alum. • Available with grounding straps IRS Attachments Standoffs Adjustable L-Feet Tilt Leg Kits w y 0 no ''"`'��-�.. .���_ ,�r>" r---oc.:�r'":r-�-. _ per.•-�°IL. Flush and tilt mount standoffs attach Slotted L-feet provide adaptable Fixed and adjustable tilt legs allow L-feet and tilt legs to roof. attachment to standoffs and flashings. adjustment in all three axes. Sized for Oatey flashing Available in clear and black anod. Attaches directly to XRS and XRL • Multiple sizes between 3"and 7" Works with XRS and XRL rails Ships with all required hardware Built for solar's toughest roofs. Ships with lag bolts Compatible with third-party parts Multiple sizes for 5-45 deg.tiffs Anchored by the strongest rails in solar,the IronRidge Roof Mount System provides the durability and Clamps&Accessories versatility to handle virtually any residential or commercial rooftop. The unique curved profile of the XRS Rail increases its strength while also giving it an attractive look,making End Clamps Mid Clamps S End Caps Wire Clips it very customer-friendly.In addition,IronRidge Rails are certified for integrated grounding,which eliminates a separate components and procedures for module grounding,making it very installer-friendly. Strongest Rails PE Certified o- Longer spans between attachments, Pre-stamped engineering letters Secure modules to the end Fasten modules in the Provide a finished look for Organize both DC and AC r� fewer roof penetrations. 4_1 available in most states. of the rails. middle of the rails. rails. wiring along the rails. • Clear and black anod. Clear and black anod. Keeps out debris Attaches to both rails Sizes from 1.22"to 2.3" T-bolt or hex nut designs Black polycarbonate Supports ten 5mm wires Simple Assembly Design Software Optional bottom clamps Grounding clamp offered UV protected UV protected Versatile and adjustable components ® Online tool generates a complete bill simplify any array design. of materials in minutes. Online Software Available with Integrated Grounding The Iron Ridge Design Assistant IronRidge offers UL 2703 certified Integrated Grounding 20 Year Warranty _ helps you go from rough layout to components that automatically bond 8 fully engineered system.For free. modules and rails to ground. UL 2703 system eliminates separate Twice the protection offered by _ Go to ironridge.com/rm Go to ironridge.com/ig (FBI module grounding components. RE competitors. ilda Installation Overview AUTHORIZATION TO MARK ® Install Roof Attachments r�- Install appropriate roof flashing and/or standoff for roof type. I+� _ This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) r�� Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing •Attach L-Feet to flashing or standoff. Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report ® Prepare Rail Connections This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be Insert splice into first rail,then secure with Grounding Strap and ga applied only at the location of the Party Authorized To Apply Mark. p g p self-drilling screw. '~ Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. Slide second rail over splice,then secure with opposite end of 1495 Zephyr Ave 1435 Baechtel Road Grounding Strap and self-drilling screw. Address: Hayward,CA 94545 Address: Wdlits,CA 95490 Country: USA Country: USA Contact: Jon Ash Contact: Jim Norsworthy ® Mount&Ground Rails aa; Phone: (707)459-9523 Phone: (707)459-9523 >_ FAX: (707)459-1833 FAX: (707)459-1833 •Attach rails to L-Feet and level rails. Email: jash@ironridge.com Email: Inorsworthvoironridge.wm Install one Grounding Lug per row of modules. Party Authorized To Apply Mark: Same as Manufacturer Connect Grounding Lug to grounding conductor. Report Issuing Office: Lake Forest, �//LeO&��� - Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager Install Modules&Clamps S •Install first module using End Clamps and Grounding Mid Clamps. . — " a ✓ Install additional modules using Grounding Mid Clamps. ( ul Finish row with a second pair of End Clamps. �''� Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. trosanr,mzeuen m Max tat«ms eswzve usa a aneneks cyan aw�ap°vmmea paean m me oawmnm seaman°e°.am iaermw am m eeea unamxa"sptmidtlry an°°anmry re - mrimC m ma r«ma eMmmmma ame apeanern.hn«rek aaauaa ro omory m ar,y carry.otiv man m eb CYap h®amm cam Oro ageanant mr•^Y ma.erpm»«nanaps°«aai«ie° Testing&Certification Mm.eaa�, ate«mr �,me �. t°,e «tea«may m«�. mua,abma air:�«�ry. mama�.D may. 1-91 Module Frame Compatibility ma D<aypmm°m wmrp try h,w+reh mMlb Faa°ry Mdrsmaa°mn Folo.rup Serw,as e"is me pvpaba a asamrg gpeplaie usays a em DWfrblm mmt n am°NamO xen tla The IronRidge Integrated Grounding ffi aa«,^« y°" aa° qua,1 a,w .e,^peranm—w— mma�w. System has been tested and certified to F Dimension Range UL 2703 by Intertek Group plc. A 31.Omm-51.Omm Intertek Testing Services ei Inc. 545 E.Algonquin Road.Arlington Heights,IL 60005 UL 2703 is a proposed UL standard B 5.08mm(minimum) Telephone 800-345-3851 or 847-4335667 Fax 847439-7320 for evaluating solar module mounting Any module frames whose parameters are not listed in the and damping devices.It ensures these provided table have not been tested for compatibility. Standard(s)• UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate devices will maintain strong electrical and Photovoltaic Modules and Panels,Issue Number.1,October 4,2010 mechanical connections over an extended Product: Standard and Light Rails with Integrated Grounding period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and Brand Name: N/A environments. 72-cell solar module frames with box construction and a range of Models: 51.61-GD-005 and 51-61-GD-005B anodization thicknesses. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compatible with the standard,including temperature and IronRidge Integrated Grounding System. humidity cycling,electrical and mechanical load testing,and manufacturing quality 0 Go to ironridge.com/ig reviews. ATM for Report 100978592LAX-003 Page 1 of 1 ATM issued: 1[_ l•l�\3 eD trf.3.r 3(t Jent3)MaMatay P,V - P H 0 TOVOL-1 AlC W I R E �_ _ 200�0 VOLT .�. � J A P P L I C A T 10 N S Suitable for use as follows: STRANDED � • For use in solar power applications COPPER O • Rated 90°C for exposed or concealed wiring in wet or dry locations CONDUCTORS O0 • Rated for direct burial N W SPECIFICATIONS • Stranded copper conductors • XLP insulation v • UL Subject 4703 r--� • UL 44 1 a 4 N • Meets the requirement of UL 854 for TYPE USE-2 J O CONSTRUCTION > O • Southwire PV Photovoltaic Wire is manufactured using stranded copper conductors with 1— single layer XLP insulation O • Bare or Tinned Conductors a • -40°C to+90°C • Sunlight Resistant a • RoFIS Compliant • Direct Burial • Sample Print Legend: Bare or Tinned SOUTHWIRE E316464 (0) (UL) PV WIRE 10 AWG (5.26mm2) CU 2000V 90C Stranded Copper WET OR DRY(-40°C) WET OR DRY -40°C SUN RES DIRECT BURIAL VW-1 OR Conductors ' RHW-2 2000V—RoHS XLP Insulation -+ Direct Burial -40°C to+90°C AWG SIZE NO.OF STRANDS INSULATION NOMINAL O.D. NET WEIGHT THICKNESS 2000 Volts 14 19 0.075 0.220 31.9 12 19 0.075 0.237 41.3 10 19 0.075 0.261 56.6 8 19 0.085 0.312 85.7 14 7 0.075 0.220 31.9 12 7 0.075 0.237 41.3 10 7 0.075 0.261 56.6 8 1 7 0.085 1 0.312 85.7 Other sizes and strand configurations are available upon request.Also available in various colors. green0Spec. SOLI 1W1Y'e LISTED RoHSCompliant $¢ OEM Division RSTC Enterprises Inc SolaDeck- Eau 2214 Heimstead Road Claire WI 54703 7 Pi/ IOC>F-MC7UN"r iyh1CLC>5[JR 715-830-9997 Outdoor enclosure: Model - 0786-3R 01604 (for Sungevity) Asphalt roof systems ETL Listed and labeled Report#3125796 CRT-001 b Revised March 22,2012 • UL50 Type 3R, 11 Edition Electrical equipment enclosures • CSA C22.2 #94-M91 special purpose enclosures (2006) Basic specifications Material - 18 Gauge Galvanized 90 Steel ' Process - Seamless draw(stamped) '` + Flashing- 15"x 15" ' Height- 2.625" C�.. Cavity- 8" x 9"x 2.5" (162 Cubic inches) •� Finish- Powder coat(1100 hours salt spray) Assembly: gym' • Base and cover punched for matched assembly � • IMF • Base pre punched for 7 holes for roof deck mounting r ( : • Base- 5 predetermined dimples for fittings or conduit Base plate: t - • 16 gauge galvanized steel � * • Fastened to base - toggle fastening system • Finish— Powder coat(1100 hours salt spray) • 5 roof deck knockouts so�P�-O►c 0786 3R 01 604 f • Knockout sizes— 3-.5" 1 -.75" 1 -1" - - - =-- • Rail— 7" slotted 35mm installed with steel stud/star nut Internal Components: 4—1450.1 B Black terminal blocks (ABB M6/8 -40c to 110c 600V-50A, 22-8AWG) Positive side 4—1450.1 G Gray terminal blocks (ABB M6/8 -40c to 110c 600V-50A, 22-8AWG) Negative side 2—Terminal block rail stops 2-.75" gland fittings(5-5.6mm holes with membrane) 1 —3/8" straight thru gland fitting (ground wire) Ground—installed with steel stud/star nut dual position Wire size-2/0-14 Strain Clip—Aluminum riveted Hardware pack: 7-1"Truss head screws 4-.5" 8-32 thread cutting screws 4-Bonded seal washers#10 2—10-32 V Steel studs 2—10-32 3/8" steel star nuts 1 —Foam gasket seal 1 —Installation instructions ITEM NO. DESCRIPTION QTY. THIS EDGE TOWARDS ROOF RIDGE 1 FLASHING, 9"X 12"X .040", 5052, MILL 1 2 QBLOCK, CONDUIT, 5/16"-6061-T6, MILL 1 WASHER, SEALING, 1/4" ID X 7/8"OD, EPDM 3 BONDED SS 1 1 .3 4 LAG SCREW, HEX HEAD, 1/4"x 2-1/2", 18-8SS 1 4 FLASHING AND BLOCK AVAILABLE IN MILL, CLEAR ANODIZED, AND DARK BRONZE ANODIZED FINISHES 12.0 3 CONDUIT CLAMP NOT INCLUDED 2.3 2.5 2 1 4.5 9.0 .79 ulck Mount PV TITLE: C .04 QMCC: CLASSIC CONDUIT MOUNT UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: MPW ;Fl DIMENSIONS ARE IN INCHES TOLERANCES: A DATE: 7/19/2012 FRACTIONAL!1/16 PROPRIETARY AND CONFIDENTIAL TWO PLACE DECIMAL !.02 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF QUICK MOUNT PV.ANY REPRODUCTION IN PART OR AS DO NOT SCALE DRAWING THREE PLACE DECIMAL !.005 SCALE:1:4 WEIGHT:0.65 SHEET A WHOLE WITHOUT THE WRITTEN PERMISSION OF QUICK MOUNT PV IS PROHIBITED. 5t 4 3 2 1 1ronRidgc January 21,2013 IronRidge January 21,2013 Mr.William Kim Page 5 of 5 Mr.William Kim Page 2 of 5 Standard Rail,Roof Flush Mounting System—SIrUCfUral Analysis Standard Rail,Roof Flush Mounting System—Structural Analysis The maximum allowable spans for common load cases are shown in Tables 1,2&3 below. Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft Table 1-MAXIMUM SPANS(inches)-Roof Wind Zone 1 2. Roof slope=7 to 27 deg. Standard Wind 3. Occupancy Category=I Rail Speed Ground Snow Load 4. Solar panel long dimension=67.5 in . Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 5. Provide 2 in.clear between roof and rnil 85 147 123 103 94 83 75 69 64 60 57 6. End cantilever span(max)=0.40 x maximum interior span 7. No rail splices in end spans 90 147 123 103 94 83 75 69 64 60 57 8. No rail splices in middle 1/3 of interior spans 100 147 123 103 94 83 75 69 64 60 57 9. Single simple span(s). Tabulated values may be increased for multiple continuous spans. 110 147 123 103 94 83 75 69 64 60 57 Contact lronRidge. Category B 120 141 123 103 94 83 75 69 64 60 57 130 131 123 103 94 83 75 69 64 60 57 Our analysis assumes that the mils,including the connections and associated hardware,are installed 140 122 120 101 94 83 75 69 64 60 57 in a workmanlike manner in accordance with the"1ronRidge Standard Rail Installation Manual"by 1150 115 115 1 99 93 1 83 75 69 64 60 57 lronRidge and generally accepted standards of construction practice.Additional information is 85 147 123 103 94 83 75 69 64 60 57 available at the lronRidge web site,IrotiRidge.com. Verification of PV Module capacity to support 90 147 123 103 94 83 75 69 64 60 57 the loads associated with the given array shall be the responsibility of the Contractor or Owner and 100 135 123 103 94 83 75 69 64 60 57 not lronRidge or Starling Madison Lofquist. 110 131 123 103 94 83 75 69 64 60 57 Category C 120 121 119 101 94 83 75 69 64 60 57 The adequacy of the supporting roof framing is to be determined by others. 130 112 112 99 92 83 75 69 64 60 57 140 105 105 96 90 82 75 69 64 60 57 Please feel free to contact meat your convenience if you have any questions. 150 98 1 98 1 94 88 1 81 75 1 69 1 64 60 57 85 145 123 103 94 83 75 69 64 60 57 90 138 123 103 94 83 75 69 64 60 57 Respectfully yours, 100 125 121 102 94 83 75 69 64 60 57 Category D 110 121 119 101 94 83 75 69 64 60 57 r°'%�t1: •u ti•' lr � t I�s, 120 112 112 98 92 83 75 69 64 60 57 J _ 130 104 104 96 90 82 75 69 64 60 57 WARNER Tres J.Warner,P.E. 9 0 ClviL 140 97 97 94 88 81 75 69 64 60 57 Manager Division Design No.4R432 b 150 90 90 90 86 79 74 69 64 60 57 sA'roNAL r 'JAN 21 2G+3 Notes—see page 5 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- -2- IronRidge January 21,2013 IronRidge January 21,2013 Mr.William Kim Page 3 of 5 Mr.William Kim Page 4 of 5 Standard Rail,Roof Flush Mounting Systcm—Structural Analysis Standard Rail,Roof Flush Mounting System—Structural Analysis Table 3-MAXIMUM SPANS(inches)-Roof Wind Zone 3 Table 2-MAXIMUM SPANS(inches)-Roof Wind Zone 2 Standard Wind Ground Snow Load Standard Wind Rail Speed Ground Snow Load Rail Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 112 112 103 94 83 75 69 64 60 57 85 137 123 103 94 83 75 69 64 60 57 90 106 106 103 94 83 75 69 64 60 57 90 130 123 103 94 83 75 69 64 60 57 100 96 96 96 94 83 75 69 64 60 57 100 118 118 103 94 83 75 69 64 60 57 110 93 93 93 93 83 75 69 64 60 57 110 114 114 103 94 83 75 69 64 60 57 Category B 120 86 86 86 86 83 75 69 64 60 57 Category B 120 105 105 103 94 83 75 69 64 60 57 130 80 80 80 80 80 75 69 64 60 57 130 97 97 97 94 83 75 69 64 60 57 140 74 74 74 74 74 74 69 64 60 57 140 91 91 91 91 83 75 69 64 60 57 150 69 69 69 69 69 69 69 64 60 57 150 85 1 85 85 85 83 75 1 69 64 60 57 85 96 96 96 94 83 75 69 64 60 57 85 117 117 103 94 83 75 69 64 60 57 90 91 91 91 91 83 75 69 64 60 57 90 ill ill 103 94 83 75 69 64 60 57 100 82 82 82 82 82 75 69 64 60 57 100 100 100 100 94 83 75 69 64 60 57 110 79 79 79 79 79 75 69 64 60 57 110 97 97 97 94 83 75 69 64 60 57 Category C "120 73 73 73 73 73 73 69 64 60 57 Category C 120 90 90 90 90 83 75 69 64 60 57 130 68 68 68 68 68 68 68 64 60 57 130 83 83 83 83 83 75 69 64 60 57 140 63 63 63 63 63 63 63 63 60 57 140 77 77 77 77 77 75 69 64 60 57 150 59 59 59 59 59 59 59 59 59 57 150 72 72 72 72 72 72 69 64 1 60 57 1 85 88 88 88 88 83 75 69 64 60 57 85 108 108 103 94 83 75 69 64 60 57 90 84 84 84 84 83 75 69 64 60 57 90 102 102 102 94 83 75 69 64 60 57 100 76 76 76 76 76 75 69 64 60 57 100 93 93 93 93 83 75 69 64 60 57 110 73 73 73 73 73 73 69 64 60 57 110 90 90 90 90 83 75 69 64 60 57 Category D 120 67 67 67 67 67 67 67 64 60 57 Category D 120 83 83 83 83 83 75 69 64 60 57 130 62 62 62 62 62 62 62 62 60 57 130 77 77 77 77 77 75 69 64 60 57 140 58 58 58 58 58 58 58 58 58 57 140 71 71 71 71 71 71 69 64 60 57 150 54 54 54 54 54 54 54 54 54 54 150 67 67 67 67 67 67 67 64 60 57 Notes—see page 5 Notes—see page 5 Starling Madison L.ofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers -3- -4- Low Profile Composition Mount I QMLPC quick Mount PV Low Profile Composition Mounting Instructions r larchiN. J.SC—� 5 I 1.400t not inckided.Ebt or hole Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant, an L-fool mast be smaller Iii- I the outer diameter of the 4 with 7/32'bit,drill or impact gun with 1/2"deep socket. sealing wosher ptem 41 in order to ensure a watertight seal. • • • • a 17.00 I 3 s+ � LLfi h" a3 tie t tom. a ts, O 1.45 3.00 I �_ ITEM ':: .t y NO. DESCRIPTION OTY.r 4a 2 45 L_ 1 Flashing,9"x I2'x.040".AL' I 2 Base 81ock OMLPC Cast AI' I Locate,choose,and mark centers of ethers to be lift composition roof shingle with mofing bar,just Slide mount Into desired position.Re- 3 Washer.5/161D x 1-I 4"OD x 137Thick EPDM I mounted.Seim each cow course of roofing for above placomen[of Quick Mount rails that cangkt with getting mount flush 4 Washer,Seolmg.5/16"IDx I-I/8"OD,SS/EPDM 1 placement ofQulckM t front edge of Shingle course.Mark cenu 5 Log Screw, ex ea x drilling. Available in milli clear,and bronze anodized finsihes. m- -. - pvi quick Mount PV1 .77 pMLPC-5:Low ProfileComposition with 5'HardwareSIZE aser_ ar con REV W A o quarts 2 .nerK+e` n. w..,m,e.,...�ou ,nnc.rw awa v..rorz.0 rm SUre it e>d uicn arl '-5 r a Leg Boll Specifications Using drill with 7132"NL drill pilot hole into roof Clean off any saw dust,and fill hole with sealant Slide morn[Lack Into positron.Plate EPDMn and rafter,taking care to drin square to the roof. washer on top of black. Do not use mount as a drill guide. cmr:.r.m sa sea - x ran ca.s 3 m,wmswe.twrFwe cka,new+asoea�o 4a __ r3s 212 roman w a� A, a w tozs y �� t n.ww.F reazmas.,cowa»•ro>,,.aai4sR aaa ra:ti * 1 ��� �„ ��a se::nme�vn,adCo a rmS mos.t�ul A 11-A �dm•nee<meeaeeamarar�rawne.ro,Kwalmm�mx,. ="Si. x �'v �� a' s �" '�«r��° �� r ae:To mdnMnwaterymohy Re hniwumthatdie aWminumgvNng arem tl L wopeM dete4 w4er anohtJ rmnse aeax the mounnrgelock wIN at ken some of iheflashing rdkguPra,dermemmeam echo mwea see ronncelmsa„cork. Prepare lag bolt with one sealing washer,place You are now ready for the rack of your choice. L-foot onto block Insert lag boft through L-foot FOilawall the directions of the rack manufacturer uiek Mount PV„ and block hole and drive it into rafter,tightening as well as the module manufacturer. to a solid snug fit. 925-687-6686•www.quickmountpv.com•info@quickmountpv.com 'O O - BI 7.2.3-1 2700 Mitchell Dr.,Bldg.2•Walnut Creek,CA 94598 Apr-2012, porel'a"Me ._ �, , a• . �l � ;� • , , , All • - ,. Output Power _- - W. �.� SUO(1 _ 4COT • M i "Wput Power \2 Ra ed Grid ACVdU9e --�-• .... v 208 �. 240 v 211 . 203 Va y 277 T� illtP.Sid IDCI -.--... _._,. _..�.PVI ., N D fl depend IMPPr Ch noels Max(mum Usable Power ar EaN Ofanrlel 'W a000 - _ 4000 -`• �• .',.. Opera .._ -�- __�_�t—�Vt� ,p.,_,,, -•„a,;,,,, 60 ..._..,. _ - ,• .10.6xxAb t Ma mumVoltag 3Vmx) 200 I d11_-0-350) 1ad1 123 G0 3S0")St UVha9e V t rtl F11Po MPM Mhige RangePVI-• , • , P 200530 fing �..- .-_._..._-.. MPPT Voltage Range MaximumCuTent lldcmzx)fvr both MflMn Panflel_ A _ 36 _ _•. i6 Nlaa,mwn Usable C tper Cha 1 A _ 18 " M Sh Acir C limitp Cha el ^7A 11 1 „_,_-___ H b fW UM gT hals Pe Cha"el •� 2P n � 1P ---..._ GENERAL SPECIFICATIONSArrayMdn9T-1®U n �..^�. .�_ T mbul blot Res Clamp, GS-AWG'a `Ottp isa uac) -, _ AWW-- G dC ection Typ _ fj 102W r SPI O'_Y" 102W µIorAv Sphi-MW A�1012W 244 314Rd) t VaU V 228 211 264 4 183 8 �211 164 Gnd FtaIuen4 60 60 -- _..- Add Uble Geld Fne, -ncY9attge i Hi _ 57-60.5 57.605 M f C l"(lamaxl R A- 27 I� 23 10 30 28 _24 Po. F _. - >0.995 '0995_ a ' y •` Total Harmonic DrstorOon At Rated Power _ `a { <2 � � •• - <2 l CoctAbtcn,yKnit CmanY A./A -yy &25M.63 36.5v1583 317SR24S Y6LM7563 365725BI 31.75722.45 Designed for residential and small commercial PV installations,this ; G d W gT k ess mefation Type _ i Te,i;hWbl Pl Clamp,AV"-AWG4 P. t D inverter fills a specific niche in the Aurora product line to cater for f Alp. 5 5 those installations producing between 5kW and 20kW. t " Pow ` I - ay 0 V Ita9 P'0t"Prote<H T7 ype Va p; h k char. PVA yG and Fa 1 Mention tion "..-«� Pet l-FI tldy GFpI P t tup A•.n ddynamkfaF01 This inverter has all the usual Aurora benefits,including dual input �4 ... _.,_...�.. ___.S..a a.-. _v __ IR cwn'sn I�ngAr�ysi,,.a_ fP w'reseu�m3aray:y•, section to process two strings with independent NAPPT,high speed Rm 11ace3 i;N clan _ I 1 Mee,,M 1741AF.0547 rep iren __aeel ULIhi11EEI sal 0qudanentsq Ov V It 9 Protectfan Type- - -_- 1� V rsu7r 211,Lv L-GI V.rs;or,2Q l.L,.G3 and precise MPPT algorithm for real-time power tracking and l A 1 35 30 - 25 .0 35 30 1 Manmum ac ocvo Ravn9 energy harvesting,as well as transformerless operation for high Efficiency performance efficiencies of up to 97,1%. M 1 mEfidenq ' + 97.5 _ 9U _ -� s'S 96 ' 96. 96' 96 465 96.5 Op U 9 PeM The wide input voltage range makes the inverter suitable to low a sandbyc•n pan" t power installations with reduced strip size.This outdoor inverter wgnnlmetonsp plan g has been designed as a completely sealed unit to withstand the -ti 1 t e _„ __ __ 16 1 2lic-LCDdisplay - l harshest environmental conditions. t Monitpd gnxRsgasnuW _ _ AUAOAA�3YrvERSAL(p,.l _ V.ad Loc l alitalfWAltg MAWS incW � _� PO-USgRS485 1324 p4 pVI-MF OP{optl • ) ) W I L IMani ing -. i. . PVI DESKTOP p.l with PV1 P.ADIOMODULF(opi) }} .E rrai - ..._ 1 e al.uK a" I A bI tR Ope tf gT paatt,m Range f1Y1 131p+140125 '1601 hM.Inq, . 1760 _ M S0) ~ AN I bl tHR mSrtd n9 T . - _ d00 to 1161 0 O1 __ a0:o 116(<0 '6'W d srn9 -_ 0100 de..smg. A stl None Fmissio Level dD IA)PI V - 50 _ 50 �wr. •tom M xl O"Mi s,Albtud_ i ha tDerat 9_ T f ) �" y6560(20I _ 6560(3QXfl . • I 14 h pal Spe ifi tins 4....�_ »..-.. �.... a.,.� 00 - E b atin9 ) -NE hU14X - 'tjfj MA 4% } C 1 sns _ _• N.n 1 _ 1�� _ Na Ul Comactla,_ Ot Io lHxW D) I i i _ LL --al. I2Ba8.6{1052 325 2I83 _ •Each inverter is set on specific grid codes which can be selected in the field • -weight - "—` _ _ 1 n,it9 - 595t 7Di- - <95(270) , •Single phase output Shippitp Weight _ �� lb(kg) _ ��. 18I1$a3- /P 135a1..'� •Dual input sections with independent MPPT,allows optimal energy harvesting from two sub-arrays oriented ' M tingSystem_ _ ,.� - t wnb Uet .wRm tt to different directions C dnft Connection: - Tratle bYeK 12 s1i21 Trade Sve% 12 -1Rl and P,,l l-1/,,3pl .de/m I earl m12 1-174'3Pbx sae,(r"nLvear` •Wide input range SDC afety NchRetingIPe,Canact) _ v_ A/V �i2s7600�_, ,- - ___P/WD nsfnnw 1 (Fioatl _ •High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting WI D Le el -- - r u2Anay1 I_ Two.,a�ay3 srry_aEMcstanaam nlcsAa7.SNIo1•ol,uu99sUu6983CCPa'SIsC<a •Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and Stable performance Safety Appe—I across the entire input voltage and output power range •Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions standardWaeanq _ __ - _ year: _j —_- __; 1D •RS-485 communication interface(for connection to laptop or datalogger) :galieaMoaelsry_.._.. _ y"". 1 1sa2o -_Is820, •Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP standard-MrhQC Switch-Faat3nyAmy - - PVI-sggDotrious _ --PVF6D UTD-US •Integrated Arc Fault Detection and Interruption(-A Version) ' anemic,DC Switch, t<4Mdng bm and An FauH Da—, _ pV}5ggp.0UTPUFA � PVF6D000U3D USAT ._..� •tJldasa bn,bjee'w cam 1<rvilron mUa ---1••-•-- . � •• _ _ r ... .._ +_ t ••I"mrwran ePWYl6arnw[hawrtm•Fwawa,+wuopen a " ^ Product Datasheet DIAGRAM-TYPICAL CONFIGURATION &WETIC ENERGY l :1 Sh!eldzd CATS ` Ism I g " riil•✓•®elO�.7r INTERNET -man-10111M .z • �VdvJ .ax.. 'c a -. ,5ie.. e. .„,. - .�'� .n"q� �.x"1rr"9/Ir� P, �✓„� e Imo ,} • ,:,gvrr..:arr ELECTRICAL • ♦ • • • • • • y.. ®@ :...v Y CO k"Ef!•0 SERVICE 3`=titLLC1L:: 37iC10 M*�d® �y�����y.�ry� r r� TtiiSL•.1•t0.'71JC]YL�►7 • • 1..+ INVERTER(S) LGATE 120 ♦ • • 4 — PV ARRAY DIMENSIONS SOCKET METER LOCUSENERGY METER BASE. COMM MODULE METER MODULE The 1-Gate 12.0 combines a reven,.•e-grit(.e aol cil-s ale Power meter with an advanced communications gatevray. 6,95 in These components wotk in conjunction to Ieinotely monitor the performance of Iesldentlal solar energy installation C • 6.31 in regardless of panel or inverter type.the LGatc 120 s a one-piece completely under glass teeter which instals -� , easily using a standard socket base Performance ce data Is uploaded In near real-time to the Locus Energy Solar-OS _ !I o monitoring platform which provides a s,.lte of tools and analytics for asset managers. �I�l r - 5.46 in -1 6.00 in 7.30 in DATA COLLECTION AC energy data is collected by the meter and passed to the corn min icat!ons modu!e..Addit:ional.system performance data can be collected directly from meteorological sensors and supported inverters via RS-485 or - Zigbee connections.All data is stored in non-volatile memory and then automatically uploaded to SolaiOS at user configurable intervals. SPECIFICATIONS Piocesar ARMS embedded CPU ncco—ir ANSI 12.20 tiros 02:5 NETWORK CONNECTIVITY oS Custotnverri-of Lino,2.6.OTArrrmareupdates voaa9el1r1`1 120-480VAC The communications gateway inside the LGaie 120 supports plug and play connectivity through a cellular or Ethernet Memory 128 MB RAM Pho5- 54nglep1ase.Split Phase at 50 or GO Hz network connection.Once the unit is insl:alled and powered on,it will immediately begin transmitting data without Diwlav LCD:<ree„ So<em Type 25 any Cgnflgtlr�.tgnl.Fgr rn1oirrwrin r:!Idt)ilitK the(;RIPITIuflicakl9tls Gateway will marlmaticaliv rntap.onloads hetwFpn the wireless and wired connections if either of the networks are unavailable. R54852,we ancl4 rare ANSI 12.20class0.2.6 Medbnv FCC P"t I5B Zigbee PTCRB AT&T Carrier CPnlplianee _ FEATURESrraff"Mmm -- • ANSI C12.20 power meter Low cost installation LAN RJ45101100 Ethernet,I'll par dime..auto Pelamy rliqmran • RS-485 and Zigbee inputs Doesn't require entrance into the house Collr,W 3C GSM endosura NEMA 3R Type GSM cellular or Ethernet connectivity Plug and play activation Networking DHCP or slap;, wFigbl 8 oz DImenolons 6.95"a s*a 1.3" Over the air firmware updates Configurable data upload interval Envfmnmom 20(o 70C.95%RH.non-condenslng warramv s year rmhad warramy. W ithout Bypass - Without Bypass 100 Amp Self-Contained -100 Amp Self-Contained • Single meter position --D —w-i — "-�` Designed to receive watthour meters that meet ANSI C12.10 Surface or semi-flush mounting HA• ; AL HA Overhead or underground feed -- - : — - j. - 1 Type 3R construction i ) Snap type sealing ring included 5th jaw provision at nine o'clock-Ott series only ! • Ring style - Az az Az j Az OAZ 1 . o O: o00 : Z o, . n - UL 414 listed,complies with ANSI C12.7 i_ -.(__' •— -_.-' j 0 0- o y t a , ANSI 6�c electrocoat finish Fig. , 1 AE Fig. z —AS 'AZ 1 r .�d—�° i-'d Fig. 3 j \\--A9 1. 5th jaw kit—catalog#50365 Screw type sealing ring—catalog#25016D(included with MS73 I"'- catalog numbers) Steel and clear lexan covers for socket opening AW hubs _ - OGoNwctoR Lw Rama Diolsiws(4+as) ' oil t 150 125 500 103Y! 4 A4Y 14 A`NG-21O AWG 14 AWG-2,`O AWG Fig,t1 12 1 0 43:i O , 011MG73 t 150 125 100 1O W 4 AW 14AWG-2i0AWG 1a AWG-MINNU Fig.t 52 8 SY I I O 027 , 100 125 8LY5 364W 7 AW 14 AYlG-i9AYlG to AWG-29 A;✓C Fg.G it a 4Y< i --- ConAu m Lu,RaJGE Orae.N;mNs{lac^s) I ; 0 AZ AZ AZ O AZ \ O1iF, •+t tki 125 600 t03V! • 4- NONE WAWG'2/O AWG to AWG-1A AriU Fig,2,0 52 I 8 4?b OHO O OO ;O \, Fi9 e _ .I_ __ - - - - Fig. 5 � � `—AS 0115E t i50 125 000 103W 4 NONE to A'NG-2l1AWG 14 W4G-2l0 AWG Fig,2.7 12 8 4Ya I. 927F , 125 100 FAO 304W 7 NONE 14 AWG-110 AY.'G to A`NG-?m AWG I Fig.d 1 17 1 8 01 Fig'`J - - <'AN IOR Luc PWIGE DR.�Fttslws(hciEs) e e U011 t 159 125 600 t03W , 4— tJONE to AWG-29 AWG 1a NNG-Z9 AWG ?g_51= 12_ 43'e 3 VI t=Meter sockets shown m this page hate wriain short circuit current ratings bran used in tan/ormanm with the tables m page 8 A6 Y AZ=2"-I W-t o"-1" HA=AW HUB Fig.7 00 2 COOPPEER B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions in inches. Data subject to change without notice.Consult local utility for area acceptance.All dimensions in inches. COOPER B-Line 3 ENERGY October 22nd,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively. Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at sub ast,{?Icrup>cnerty,,cc ni. The Locus Energy Team Locus Energy,LLC www.locusenergy.com 6 Safety Switches Cutler-Hammer Cutler-Hammer Safety Switches 33 Fusible,General Duty, tle Throw March 2000 March 2000 General Duty,Fusible Dimensional Data 120/240V AC General Duty,Fusible,Single Throw General Duty Fusible 1 0imension4-IneM1e4lmml n,- Drawing SIi;mu,lg c-Im, Fie wa N.mb.,ite umi- Specifications --- ------ I ;-,tali W{4tM1 Nel M 0ept5 MOuming Number Numbm WeigM1t Number 9 ,5, Lbx,IN9s.l s 30 through 600 amperes. �'� YG`'" „_ ! �s•+...-r.l A a c o E ■For short circuit ratings see page 106r. in the Appendix. �. F -1�c7 # - 11'11162) 10.11/1611711 6.7/6(175) 43/411211 912291 2 9s1444 UO.41 DG221NGO FigureI I Suitable for service entrance applica- ,lr 63/811621 10-13/16127.1 67/011751 4-3/4(1211 912291 1 9s1M5 5.6(2s) DG22INRB tions unless otherwise noted. ^' � - a Horsepower fated. t t 9.11/16 tVm 14-3116(381) 73/808171 7(178) 12-11213181 2 95-1450 8.8141 DG222PJGB 1 1 r Bolt-on hub.Provided for general duty - * l //44 switches in a NEMA Type 3R enclosure. iiii. -�a 8-11/1612211 14.3/9(365) 7-3/911871 70701 12-1/213181 2 951451 9214.21 DG222NRO •UL Listed File No.E5239.Meets UL 98 g,: __� E a for enclosed switches and NEMA `II�,•F� 9.1/8VI) 18-13/161a781 7318 P1er) 7-1/4(-) 11(a32) 2 9s1452 1315.91 DG223NG8 Sid KS-1. 1[] A 200-600 ampere switches incorporate OP221NGB OG321NR8 9-in cti11 19-1/4(a89) 7-31811871 7.1/4 neat 171d321 2 951453 13 M.91 DG223NR8 K-Series design. 1 1614061 2s3/416291 11-t1412861 1213051 2115331 3 -.3a0118.21 DG224NGK D System 1-311 Amperes Fuse NEMA Type 1 Enclosure NEMA Type 3R Enr3osura Maximum Horsepower Ratings5 NEMA eras Type Intloor Rainproof 161a061 25.1/216481 11.1/412861 12(3051 2115331 3 9S912a 15120.41 DG224NRK 30 Amperes t-Phase AC 3-Phase AC DC Provision 2315841 53-718113681 123/8 p211 18165)1 49112451 3 -S G 66130.01 DG225FGK Figure 2 Catalog Accessory Catalog Accessory 120V 240V 240V 260V Number Pages Number Pagea 23(5841 53-7/e n36Bl 13 5/8 0211 IB IaS]I 49112451 3 95103d-2G 75(34.11 DG226FflK c-- Fusible-Plug Typed 'n' - 2•Wire(One Blade,One Fuse,S/N)-120V AC 2315841 53-7/8113681 1 190211 1814571 49(1245) 3 9s- 34G 66(30.01 DG225NGK -- b( 2315841 53-1/80366) 12.5/80211 18 N571 4902451 3 9510342G 75 Ouill DG225NRK x 30 Plug DPIIING6 34.35 OP111NRB 34.35 11- - - - Tx 24(610) 59-3/8(1608) t 1141362) 19(483) 64-1/211384) 3 9510343G IN 146.3) DG226FGK c 3-Wire(Two Blades,Two Fuses,S/N)-120/240V AC 24(610) 5s3/805081 141/40621 19(4831 54-1/21136a) 3 9s1e- 1071-61 DG226FRK I I V - b(b fr, 2416101 59.3/8115081 1st/a p621 19(4831 54-11211384) 3 9510]d3C 102146.3) DG226NGK x I 30 PIu9 DP221NG8 34-35 DP221NR8 34-35 /2 1 - 2 «-. Tx JT, 2416101 59-3/8 115081 1s1/4 D621 t91ae31 Sa-l/2113941 3 95-103saG 107(4e.6) DG226NRK _ _-- .-- -- 83/15062) 10-11/161271) 6.718 0)5) 4.3/4(121) 912291 2 9Sr_ 5A 12.41 OG32INGB NEMA I.3R Fusible-Cartridge Type 30-100 Ampere 2-Pale 2-Wire fTwo Blades,Two Fuses)-240V AC s3/9(1621 10-13n612741 s7/81n51 4a/40211 sarm 2 95-1- 5.7(2.61 D6321NR8 Figure 30 - 2% - - _ . _.--_ 60 w - 0L = = 3-10 7-1/2-15 = 8.11116122m t4.3/181361) )-3/8118]I )inei 12-1/213181 2 95t450 8.8 HI DG322NGB �q l D� 100 'T '01 7112-15 15-30 200 10 P! 15-25 50 8-11/161MI) 1s3/81365) 73/8118]I 7(1781 12-11243181 2 95.1451 9.21a2) DG322NRB 400 H DG225FGK(?D 32-33 DG225511 32.33 50-125 600 H OG226FGKv 32-33 DG226FRK� 32-33 - - 75-200 - 9-1/81231) 18.13/1614781 73/8ninj 7.11408,1) 171.21 2 35-.52 Is i5.91 DG323NG6 3-Wire(Two Blades,Two Fuses.S/NI-120/240V AC 6 D D 9.1/812311 19-1/4 14891 7-3/8 Our) 74/011841 1)(432) 2 95-1453 1315.81 DG323Nfl8 30 H DG22INGB 32-33 DG221NR6 32.33 - 1-i/2-3 3- 60 H DG222NGB 3233 Do 22NR8 32.33 = 3-70 7-1R-15'a.`- = 16(noel 24-3/416291 11•1le D&i! 1213051 21 15931 3 959723 4a(2t91 OG324NGK �flL�q 4 100 H DG223NG8 32-33 DG223NRe 32.33 7-1/2-15 15-3019 200 H DG224NGK 32.33 DG224NRK 32-33 15-25 50ra 161406) z 1216481 11.1/412861 12136s1 21(5331 3. 9S97- 56(25.0) DG324NRK 400 H DG225NGK 32-33 D0226NRK 3233 50-12W 50 600 H DG226NGK 32.33 DG226NRK 32-33 75-200,0 2315811 53.7/8113681 12-5/11CM11 Is(4571 49112451 3 9s10UG 72(U.71 DG325FGK re-D--+ 3-Pole 3-Wire(Three Blades,Three Fuses)-240V AC NEMA 1.3R 30 H - Ch - - - - - 23(5841 54.1/4113181 125/8 WI) 18(4571 49 lIZ411 3 9SI03a-2G 88139.0) DG325FRK 200.60DAmperes 53-7/8113691 1a5/B IRit Is(457) 49112451 3 9$-10Y.G 90 Na.91 pG325NGK 8 200 - 200 400 H DG325FGKB 32.33 OG325FRKO 32.33 50-1T5 23(58d) 5a 1/4113761 123l9132/1 18Ia5n a91t2451 9 9510342G 66139.01 DG326NRK 6U0 H DG326FGKO 34-35 OG326FRKID 34.35 - 4-Wire(Three Blades,Three Fuses,S/NI-120/240V AC _ 30 H DG321NGB 32-33 DG321INRS 32-33 - 1-1/2-3 3-7.1J2 - b/b/b 60 H DG322NGO 32-33 DG322NRB 32-33 - 3-10 7.1/2-15 p p 6 100 H DG32NG 32-33 DG 15 324NRK 32-33 = 7-1/ 15- = J]Ttt fTjtt f6l' � 200 H DG324NGX 32-33 DG324NRK 32-33 15 25-so 50 400 H OG325NGK 32-33 DG325NRK 32-33 60-125 600 H DG326NGK 34.35 DG326NFLK 34-35 - 75-200 - Discount Symbol 22CD F.T�N PG.35.07B.T.E PG.35.01B.T.E E. -N r pp. J Town of Barnstable "iPerrr�dt�►�2 D G`7 a�N.J s.ee.+AJ�Fwo Bset Regulatory Services roe t 20 toy ThowAs F.OWer,Direcaor Buff ilg XDiv$slou Tom Perry, lauilding ConsWoloner X-I"® E PE.RM�4 200 Nhiu Sews% Ftyana:s,MA 02601 Office: 508-862-403e OCT 3 2003 Fax; 408-790-6330 5S l EMUr"PL1rAj ®N !A BRRNSTABLE NO Va/dRwMewNoexpff€rImprint ':talttpalCel Ntartt9ar_—�•--'�� e7--7 Property Address. y'Rss:deatis! Value of Work 92W.AVO 0,% er's game&Address��, � t-a_t _____Tolepbone Number_ Horne L-zptovcmont Conowtor Liceast#(it applicable)_^, Corastructaon Supervisor's Uccase M(if applicable)^ _ ❑Worin nan' Clompensation IMIXence CUL ore: I am a tole proprietor I am the Hcuneowuer I bave worker's Compensation Insur a n c e ; uran.'+Corspa,+y`'srt� PrA workrr"'e Comp.Policy aaegk gig 6 Permit Regjest(ebeck box) ❑ Rc•root;atrppios old shmsks) ®Re-root(001 ripping. Goir.P over exist us layers of roof! ❑ Re-aide M-K;lacettuut Windows. U-Value�il., (maximum.44) Other(specify) *Wheft to4Wttd: <JYQ~O t;if PCV M/dow Not cze"V,vamP1t-tw with other towel depsrstxn:regaiarims,i.o.Himarie,Caramv%t,oa,ew:. Sigaaturc G:Aorrsce�mai R•a.»ed??1lOS e Town of Barnstable �g Regulatory Services Thonm F,Gsiler,Director Tom Ferrg, B tldittg Coatralssioner, 200 Main Street, HyL=ie,NIA 02601 Moe, %8-8b2-4039 Fax; 508-79C-6230 Property OWrter Must Complete and Sign This Seecion If Using A Builder as Owtses of the subject propert;r hereby aud=ize,�.�?{�GQ�/�/ ,�� C,['dsc��S _ _ >U %ct on my be,�L . , io x1l mattets relative to votk auti3odze4 by this bu;lcaaag Fervait appLGation 45ar: WAY (Addren of Job) 51 a of Owner nacre Cot` S, ,►ace+nt, Ftizt�4 @:FCat�'S GCNt+'BRPSstrtY im -__- The Comm' on of Massachusetts Department of Industrial Accidents 600 Washington Street Bostor o MaSL 02111 Workers,CoUl onatltlon Insurance Affidavit CD I arts a homeowner perfforining all work myself 0 1 am a sole proprietor and have no ort** ginany Capacky [) 1 am an employer,provlion iding workers`compeatsation o my employees wanking on this job. �' <�-'s. `:i'',�,S t�y,�y y.< {'`°� �.Xf S `Q•2 i' ; T,,;dtu:'y. .�: �H yyir.�r :y, F+ i,y ,(. 9�': y.�:L�.?.st:, <',• .j.pG, x..•h5, . r +• s' +.,b'�'S+>. �` �'�'�^ '3re #:a.• '>Yyy� ' ,�'. , '+*3„ •!a 'K 33,^�.��t,r!y'r:': < $. YaYi�;z:,.. ;�•,..T;:':;>T.. 'Y e ;b. f .. :t t . • r gym `> :/. 't H TB+:• Y.{- �. '' 'SQ.�'�� 'L`"� �. 0 1 am a sole proprietor.general cootracitor or botneowner(eircie*me)and have hired the sal listed below who have following wor4eers`compenselon poli&L ri�dtPeaS: � city. f' r Ia �:S:8: MalH6 n a b�i\4 #s •it c= 'g;. ' :•:.xtN;# b ZrR 4 x', n': ' �.0-�fl]--•w—B RI,,Y�� J e Z 74 5r wNa> N !¢2ian •.v S .h 1 ^T ��[9p pr: rQ �°: it:.:.::'''n. : • 4 A \..+ Y ` Y > 1'� ...� `�..Y,La`T.'�L uC.. ..:+C�...':..:.. +� Yrh�v:l:'>'�kf: 'a Y•'+i, t..:y ?::. .}. R y. Failure to secure coverage as rc�alred otnder tbaelioo 2SA orMCL tSl cast tad b tAe lsapaasitlasa oredlniteal ®a$tta uto Oro.up to SI,�60.0®aadior one years'imprisonment as wen as civil pennilies III the tunic or a STOP WORK ORDER and a floe oP$t®®.Dli a day against trle> I underataad that a copy or this statement stay be forwarded to the Ofllcc ortavestigetions or the DIA for coverage verification. I do hereby e y under the paint aatA ,sal of perjury that the Injorn adon proaded above It trace and eorrerL Signature to Print name ylrlYJ official use only do not write in this area to be completed by city or town oflidal city or town } _- erraib'aieepat N i f+ _— - _.�]tiasildiag tBepar.rrrttrt QLlccasing Board 0 check if immediate response is required []Selectmen's Met ` Uaaeanit Deprrimcut contact person; � phone rMs rrA) I ' 63-A-044 NFtC 500 A Renovation able Hunq - Vinyl qon/how 6 3C IliroiW Fir»I�Mion S R Canal . •�11 rlelr�M��8 01w��■M�.�6w1�� � •Illr�w w>r w�.dw 0 . 32 °� .2? l�dw � . 44 ............. ...... 0 . 31 0 . 2 9 � ..0 . 4 7 w 00*019*0 ftiv worm goer Ow pawn tram"" 'ram Na�tt t�prinr�a.NIA�a aer+wnl ter�M1 eer et aleitremiwM �� tertt� ' Yt� 1Trt/YCt afMCa lMt� elta![ { A rttiirl]nas tot smosl: >rO• °� ctarO�cs, central,1, Mtttlrca IND: RLIti 00/GLP453 D>f/'8=R-•,o DP : 50` Text size: 36 x 60 Ot"r 01324619001000 1 5u426 - as soar0 ut Suiid�ed ytc�utgbo�and loadardr 00"t wp*'DVEe"w CCw"RAiC10* ? 14#06trstlon: 125893 } �• type: Supp►amr+t Card Hpin�JOYS Q-HOMO SM . CgNRAD JOMwSUhI � " 32W CADS GALLERir.PK.WY*It �--4d�"'' 7ANYA, CA 30-IN AdAllnutrNu� . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I`10 Parcel Q Iy Permit# Health Division f �1-g, V��,I1�v Date Issued Conservation Division -. 116 L,20 0 Fee Tax Collector SEP`�IC SYSTEM MUST BE Treasurer �� % _ "-? INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 AND ENVIRONMENTAL CODE (Z Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis •� Project Street Address k w S -� Village CQtn� L�/"vt(lf Owner F3 i 't 0 it a Address 3�3 kygf c. t/v a _Telephone 2 w &q 2 b Permit Request CeVgoVQ ��t t �iN�IQ cos �u��5�. Cov ref �� - 2, CrEr 60(0fP w1�1 S{'.ee��I coat' ma(7tE" r3-divow Square feet: 1st floor:existing proposed 2nd floor: existing proposed L401- Total new LIO-L Estimated Project Cost �7 t ®� Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family fl Two Family ❑ �� Multi-Family(#units) �`�rtgf - Age of Existing Structure I t; - - Historic House: ❑Yes 0�0 On Old King's Highway: ❑Yes 0"No Basement Type: Full ❑Crawl . ❑Walkout ❑Other Basement Finished Area(sq.ft.) '- V 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2 new Half: existing 0 new 0 Number of Bedrooms: existing . 3 new _ C a�i� P61 W rA° rV �p of ol oY f a - Total Room Count(not including baths): existing %t 44 new ( First Floor Room Count `( Heat Type and Fuel: V(Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 6o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Vfexisting new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Namei�. 4�. ( �� "" 'p Telephone Number q tip. + uZ p Address 1� 0 R©� 113 License# 014 7 Z� f c� Oquo llf, Home Improvement Contractor# Worker's Compensation# W i` — ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOay�� QP ��✓ t1iti "� SIGNATURE V��f G`( DATE rt P h, I 0o r FOR OFFICIAL USE ONLY 'Z'! 43 53- 7 PERMIT NO. ` DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER- DATE OF INSPECTYf '- FOUNDATION FRAME tf , INSULATION 3 2000 FIREPLACE f y f ELECTRICAL: ROUGH,,' X FINAL. PLUMBING: ROUGH-' w FINAL GAS: i ROUQlte X FINAL E FINAL BUILDING rn DATE CLOSED OUT c F - t r ASSOCIATION PLAN NO. lke- Q A-fZ.AAyelL *q �� yMII,*& GARAGE BEAM/ 18'6"SPAN/ 13'TRIBUTARY/40#LIVE 12#DEAD "TJ-BeamT-,'vv5.40 Serial Number:709042098 ,.,,, 2/3/00 2:14:01 PM Page 1 o 1 f 1 Build Code:099 3 PCs of 1.75" x 14" 1.9E Microllam® LVL Page 1 o THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a. ;o _ 18-6" _ Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 13' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition r r t SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.887" Left Face 4810/1631 /6441 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.887" Right Face 4810/1631 /6441 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6325 5425 13965 Passed(39%) Lt.end Span 1 under Floor loading Moment(ft-lb) 28725 28725 36387 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.594 0.606 Passed(U367) MID Span 1 under Floor loading Total Defl.(in) 0.795 0.908 Passed(U274) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacM!Ilan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: BAKER RESIDENCE Falmouth Lumber, Inc. 373 AMES WAY Scott D.Augusta CENTERVILLE 670 Teaticket Hwy. E. Falmouth, MA 02536 508-548-6868 508-457-0649 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro""and TJ-BeamT'"are trademarks of Trus Joist MacMillan. Microllam@ is a registered trademark of Trus Joist MacMillan. Supplemental Report for TJ-Beam v5.40 Serial Number.709042098 3 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMOSA 1111 213/00 2:10:41 PM Page I of 1 Meszer Information: Project Information: Operator Information: Falmouth Lumber, Inc. Scott D. Augusta 670 Teaticket Hwy. E. Falmouth, MA 02536 508-548-6868 508-457-0649 181- 2.0011 Max. Vertical Reaction Total(lb) 6441 6441 Live(lb) 4810 4810 Required Bearing Length(in) 2.89(W) 2.89(W) Max. Unbraced Length(in) 32 Floor loading on all members, LDF = 1.00 Shear(lb) 6325 -6325 Reaction(lb) - 6441 6441 . Moment(ft-lb) 28725 Live Defl.(in) 0,594 Total Defl.(in) 0.795 Dead load, LDF = 0.90 Shear(lb) 1601 -1601 Reaction(lb) 1631 1631 Moment(ft-lb) 7273 5 Copyright m 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam° is a registered trademark of Trus Joist MacMillan. TJ-Pro' and TJ-Beam' are trademarks of Trus Joist MacMillan. - oFtHE� � The Town ®f Barnstable NAP OT BARNSTABLE, : Department of Health Safety and Environmental Services 9 MAR-. 0 t63q. �0 p�Eo MPS Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790=6230 Building Commissioner Inspection Correction Notice 77-- Type of Inspection KXS-ZS- Location Permit Number 4 53 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 6L) �\LWnJ . l, dv n w � �C� e sll �- C-:> c l� e (� �1 C i+[ � I L Please call: 508-862-4038 for re-inspection. Inspected by Date The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 , Workers' Com ens ation'Insurance Affidavit name: � location- A0 Cat 3W - - ( j���iVb, Q d Z hone# 414 Z . city . ❑ I am a homeowner performing all work myself. ❑ I a sole proprietor and have no one worlds in anv ca achy ''///�/% /%/%/%%%/%/// � %%//%//%I%/////////J%///%/%/%l',,:%//////J//%///%/%%%/%//%%/%/%%/%%%/%%/%�%/////�//%%%/�%�%/%%%i workers' compensation for my employees working on this job. I am an employer providing rker:..::::::mP row companv name f i r';:::ax:a• address .. :..............:::..........:....... ..... citvr insurance co. ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have ' tion Polices: :.:..::::::::::..;.:;.;::.>:.:.................<.:;;:.;.:;;..:;:::;.:>:::>::;::<::<::::: ::<::«::;:::<:..,....:,;: :«: win workers co ensa P ............. . : .....:. ::.::..::. :::.....::::::::::;::;::, . the following mP..,:.....:..........:::::.:::::::: ::: ::::..:.:: : :::..::: :.:::...:::::.::.:::::.:. :::.............:......................... ....... ad 0 n e :.;;.::::::::::::.:.........:. :. ... :. h ...:......::................ ................................................................. .................................................................:::....................... ..........................................................................:...........:..................:................... :::::.....:::::::::::::::::::::::::::::::::::::::::::::.:.... iasnrance ca�� � ' c anv nXX - :;.::..: address: one :...:::.:..::.: .:.. d tP: ,:::.:. .... .:.:'.:::<:.:;.;;:::::•;:.;:;;:::.<;:::>:<•;:•>: ::::<:<;<•: >:<.»:.;:;�:.;:�>::::<:::::::»::;»:�>::>;:•>:<::<>::�<>;.;::•:;;.;:;.:;:::>;;<:<..; :.;>.::: lieu Fafiare to secure rnverage as required under Section ZSA of MGL 152 can lead to the imPa+id°n of crhninai penalties of a thie np to S1,SOO.I?0 and/or one yam,iaiprisomn�t�weII a'civfi penalties is the form of a STOP WORK ORDER and a Sae oI 5100.00 a dap against me. I m�deratand that a copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. 1 do hereby eerti the pe aloes ojperjury that the information provided above is t correct � 6 0 � � Date � — } signature f e Phone Print nam official use only do not write in this area to be completed by city or town official penuMcense 0 ❑��g Department city or town: ❑Licensing Board ❑selectmen's Office ❑check if immediate response is required ❑Health Department Other contact person: phone#; 0 (roved 9/95 PJA) f M CUR Appown J Ta6hdS=b(Mzaaed) . preaesipttre PackaM for&c and TWO-Family Raaid=CW 13ntlding fftarad with Fossil Fasts . MAXIMUM 6MVIM al. cciffn Wall Hoar Bast 51ab Henu*CooLag Am'(7i) U vajnos R.vai R.vaim' P vaLmJ wag Paim= Spipm= FMc==-f' 1ptd=I &vaimm' &values 5701 to 6500 Hemtng DEC=DEW Q 12% 0.40 31 13 19 t0 6 Normal R 12% OM ` 30 -19 - - 19- . 10 .6 Normal S 12% d50 31 13 19 10 6 S AFUE T 15% 0.36 31 13 25 WA WA Normal U 13% 0.46 31 19 19 t0 6 Normal 07i dr.6d �e I. .4.6 IVA !S AtZ7E w Is% 03Z 1 30 19 19 to . 6 U AFUE x IE'/. OM 31 13 25 WA WA Normal T 1E'/. 0A2 31 19 2S WA WA Normal Z IVA 0.42 31 13 19 10 6 90AFUE AA Ir/. CUB 30 19 19 10 6 90AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF-ALL EXTERIOR WALLS: fit? 3. SQUARE FOOTAGE OF ALL GLAZING: 100 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q=AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY,REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forma-f980303a °F INE The Town, of Barnstable ' + BARNSTABLE. 9� MAS& �m� Department of Health Safety and Environmental Services 1639. s Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW y. SUPPLEMENT TO PERMIT APPLICATION " MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other. requirements. Type of Work: 6aayp wi! l vk54( G4404au" Estimated Cost li7i 60 0 . Address of Work: 37 ) Jmf 5 way (-m wydip im t97k 3 � r Owner's Name: 3�(f 'l' 10 K 1 H e G vi)G,i r Date of Application:— l 0 t I hereby certify that: Registration is not required for the following reason(s): -❑Work excluded by law ❑Job Under$1,000 ` ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING,WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THEARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL`c.142A. - SIGNED UNDER PENALTIES OF PERJURY - I hereby apply for apermit as the agent of the owner: t"v too Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE �40 Z square feet X $55/sq. foot=7? 1 ,110 1 Q GARAGE (UNFINISHED) 5r 7 2- square feet X $25/sq. foot= r 3� 0 PORCH square feet X $20/sq. foot= DECK square feet X$15/sq. foot= L4 00 OTHER square feet X $??/sq. foot Total Estimated Project Cost o g990915b :i..�.,.'e.•._:�`:��"�.i-,�,,,4 �Z�. a��� �� drf '4t.r�' 4, aalleeii� � OME IMPROV�ME�NTtCONiRA��TOR�� �-� Regist a ion 114949wra " R ip �' 11/12/Ole sf "-DBA „r 4 CNAEI ] 6ARDNER BUILDER r ,k R y6ARDHER " mgg HIKE�. p1EMER CIR �3 ADMRJISTRATOR. y USIERVILLE 1 Np 02655�� a �-�3 ter..��Y-e-^•s A. �1ieuVi anvmrnz�uealbi,o�� ac�iu� DEPARTMENT OF PURLIC.SAFETY CONSTRUCTION SUPERVISOR LICENSE ±'- NumSr Expires: ' Resa t'7T is t� x � MICNAELK 1, GARDNER PO 334,— DSTERVILLE, MA .02655 j . _ � ;3Nih Rra�h n n I(B0 13-t�✓bo.v, lo Rtul oo"'` - S Z b n ��✓�c {:.top/ �(,�r 0, PLY: Poo jorpsr yppVrf p fto-C-0 YIP Ft#611�� 3 'rit/A Ix s *_JJ�Nf aoA)I- Au- D.,L"k 7. . .... .... 1,,.,.il OFF. �.W PAII- 4AA ejo-! tz A V: CAP 0 V_W_.Z PA 7. of A k4,DS W" Dow+ +%,rest�oo!_ -Doc a- ;�44&pucc Ff A IIJ SCAL4L T U: _;i7y_V& l 0 q �7 A 4 P t�z�� ..•_1.e. �. �.r qv.,. ,.etY �r _t. � � ... � � � � •. - it a. �+. r :f� y N ` d �•�_� ��-oy (—tea_—, �- to•�'' -9-�-•--- y=---------I _ 71 RWS CA IVI I& �l ��K cusE REVS 4L�Yray i�//S SM K •,t °3 I n �wnLLy a�/�'nd �1 •JDI Y .lr oni.o" Y AlGkjf t ve- .,L y PAC to ws d"A R :.« Nc 2 o Lr Ftfi coog i I! , Y ~ GEAM � � � L-NFW MIC FU Lh• C,ONG. WAG() W//b'Sc 9'• V94-11L— AIL i ��RER coo-E , I 4 ,.,aj t� ALL_ i -M' 4"GOt�C•5L-A - [•-,II-�- - ,SLOPED T? lb - w i --' — (---- 1 Ibx� ON G�`: ^L'� AU-TUT GONC OPEw11N4 _ t I DtIEtE. tk�1lNC> yP �.l..,�a^S RECJ, i i tlec r hLCo/i. _.?L,�ri � ALE �/y'-.i'.o• ..IaOIIWPA CM'0 f LA'nl 7766 The Town of Barnstable Department of Health, Safety and Environmental Services •� * Building Division NAM 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner Home Occupation Registration Date: Name: 1` m -I Phone#:�S508l qal-D—64023 Address: 37 3 Village: Type of Business: Map/Lot: O O-La INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation of Section 4-1.4 of the ardmaanc r,provided that the within Tamil dwellings, 'ed to the provisions �� P� � Y ellungs � activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater polhition. After registration with the Building Inspector,a customary horse occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a singte family residential dwelling unit,located" within that dwelling unit. • Such use occupies no more than 400 square fat of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable-or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment • There is no commercial vehicles related to the Customary Home Occupation.other than one van or one pickup truck,not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read d agree with the above restrictions for my home occupation I am registering. App' • Date: ` Homeoc.doc t THE I TOWN OF BARNSTABLE 29212 Permit No. .:.............. s BUILDING DEPARTMENT '"8; TOWN OFFICE BUILDING Cash t63q. ` °►Foamy. HYANNIS,MASS.02601 Bond L A' 7 CERTIFICATE OF USE AND OCCUPANCY Issued to Frank kounSley Address Lot #2, 373 Ames Way Centerville, Massachusetta 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. .......Aca �.�,.. .,......, 19....B.7......... Y Building Inspector °�. TOWN OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING rua '639• �� HYAN.NIS, MASS. 02601 �o ror�• MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit ��"........................................................................................_...................._................._ ... issued to :: _� 's„.......f...f ..�1���......ro!`' -'`w ��............�' w� ... ` !7 ,/7f.�rGS' Please release the performance bond. .. ...:..,.t.y,. Fv'1f����h5 tiYl a'•.s7734-f�lJ�1 Sr'.+. µ>y,T�;�nrt E,9C.0�P1`��;..�,I...HtI 1d�.E�•v,rr•`I ^x ".. ..' ..:. ti T ` FIEU�b Yg CANT ��r Fzo-.�0�.�b 5''"_�)li.r.•,v v)�'!•1�v�y.:�k. 1 7Zt },vjn7)�i�i.. )�k'">"t i r{APIPINK, ) br ay h. ;;_f �`..a.. . s r t Yf,�l" I + J 1` R �/'.'�� �� & 5 }.°�'3. .��t r {•� yn 1rQ t '14 'i} y. i � - • - v \: �./�'��I�V � Q 1� �q a y x.�}1 1 Yx�i ` Y^L.''j�u•�x i cTOV1N,0E BARMSTABLE, MASSACHUSETTS FERMI 1" i° �i. ;`,y F�i-A^`Y1.3iTF`1+r'i/,%+ry .:{ + y >•� VY1'LIDATI r, r +• � � DATE ���� 1� ISfr f PERMIT APPLICANT ADDRESS " (NO ) TR ". ♦ (CONTRAS LICENSE) PER IT TO 1 tI AWP1 T{TIO NUMBER OF:. StORY SjT1g ]- ��g11i7�Q0µELLING 11NIT5 (;TYPE.qFr IMPROVEMEN - •N0: PROPOSED USE)° —Y - - z AT (LQCATIONp ' TQt ib2 �73 AmA" W �, (en pi-vI TT P. D STR cT R� +- (STREET) w. ra BE7�NEEN: AND s� Y (CROSS.STREET) ':• (CROSS STREET) }I SUaDIVISION LOT LOT. BLOCK, SIZE ` BUILDING I$ TO BE FT WIDE "_BY FT LONG BY 3 zS> Z'ti �t F:T IN HEIGHT AND.SHALL:'CONFORM IN.CONSTRUCTIOP •I �' tr�>YTO TYPEZ { USE GROUP BASEMENT S4ALLS'OR FOUNDATION''4 S� Y REMARKS,`' iy r7 lti.r ;� M 1:w r r 1< tt�f .. y�'i BOND AREA dR VO4t1ME ' 77 �. QQj 000 PERMIT y 1 ESTIMATED COST . 7�•00 e +'1 ty'r t OWNERS) , T2c�a,;' �1C Mrc" Ti'ra111�—�flitiT+31c�_�_ " fi DO UILDING RE Sr} rRnv QI'1f1')o {+{ ,B -DEFT rr I (thin t err t C"i? :.f,�.�:.: r,.t,i�,.�^,-}:�.°S.r°„It a1 •, �r E:O"9T'7Ti� JURi5DItTION. STREET bR"ALLEYGRADES.AS WELL AS DEPTH AND LOCATION OF PUB WER LIC SE IRS MAY BE OBT AIt` a' - 'FROM"THE':DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT,RELEASE THE APPLICANT FROM THE CONDITR OF;ANY,"APPLICABLE SUBDIVISION RESTRICTIONS. u, •; MINIMUM OF."THREE CALL. APPROVED PLANS MUST BE RETAINED ON JOB AND THIS "WHERE APPLICABLE SEPARATE rt<;, -,,IN$PECTIONS'REQUIRED FOR `., ALL CONSTRUCTION WORK CARD KEPT POSTED UNTIL FINAL.INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR tELECTRICAL t.. ' MADE. WHERE A CERTIFICATE OF. OCCUPANCY IS RE- MECHANICALrINSTALLIATIONS.D n I FOUNN DA TIONS OR FOOTINGS. TO'COVERING STRUCTURAL QUIR•ED,SUCH BUILDING SHALLNOTBE OCCUPIED UNTIL x MEMBERS(READY TO LATH INSPECTION BEFOREE FINAL INSPECTION HA$ BEEN MADE. iF(NAC. " rr a � OCCUPANCY , .: .. ``, :: . . •: POST THIS *CARD .SO IT IS VISIBLE FROM STREET r r:BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS In a; 2 2 �/w 2 D u is o 3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVAL Y � - G Gj-----•� ER1N t OTHER 3 � �vsr9 c z-- A 60 R' .OF HEALTH WORK SHALL NOT PROCEED UNTIL.THE -, PERMIT WILL BECOME NULL-'AND VOID IF CONSTRUCTION INSPECTIONS I{JD'ICATEo`°ON"THIS c I,NSPECTOR'HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SMMONTHS'OF DATE.THE CAN BE.ARRANGED FOR BY TEIEPh PERMIT IS ISSUED AS NOTED ABOVE. ?STAGES OF CONSTRUCTION, PR WRITTEN NOTIPICATION. ,t 0 , 0 N 3[ tl EK STI rJ I i — 4 tV N !�i t-ouf�lOE.T10 0 4NI N air `y -) h 0 • N �o a vo S!)�Z IV760/5' 33"w 73,4Z I CLj:i'IFY •i•HAT THE FOUNDATION ULES NOT VIOLATE ANY EXISTING LONING REGULATION OF THE TOW14 OF SP-faP. Go �LC�f��E;� v C ie 23207 BA RNST^?)i_c MASS , Fou 1JDaTla&l C:E2�ri�icATtoti1 O SANDW(CI.I MASS , A rz ,A 16 m� �6 S 2 3 2 9 0.-1 AREA CODE 611 •, / TELS.775-1575 775-1 576 WILLIAM E.. CROWELL, JR. ATTORNEYS AT LAW 49 ELM STREET HYANNIS, MASSACHUSETTS 02601 March 24 , 1986 To Whom It May Concern; Please be advised that I have examined the record title to Lot 2 ,. Ames Way ,Barnstable (Centerville) , Massachusetts , . as shown on a plan of land entitled"Subdivision Plan of Land in- Centerville , Mass , in the Town of Barnstable for JKS Trust" which plan is recorded in the Barnstable County Registry of, .Deeds in Plan Book 324 , Page •73,. The title to this lot was •originally conveyed from the developer by deed dated Jan-uary .3 ,1,979 At no time' since this date , in my opinion, have the aforesaid grantees in the deed, namely Frank Arlo , Rounsley, Grace K. Rounsley , Molly Dee Rounsley , and David A. Maxwell; owned abutting . lots nor has the lot been in common ownership from that date• forward. Therefore ,in my opinion, this lot is a separate b single- family lot for the ur oses of construction of a sin le P P g family dwelling. Very 'truly yours , William E. C 4- ell , Jr. WEC• sk •s JC' vl AREA 617 • 2 3 , 2 9 0-1 TELS.7O75-E1 575 775-1576 WILLIAM E. CROWELL, JR. ATTORNEYS AT LAW 49 ELM STREET HYANNIS. MASSACHUSETTS 02601 March; 2.5, -19.86 Mr. Clifford•. Perry 10 Jones Lane. East Sandwi,'ch, Ma. 0.2537 Re : .Frank A. Rounsley et als Lot 2, Ames Way Centerville, Ma. I Dear Mr.. Perry; Enclosed 'pleas.e find letter which I have. prepared for you to present to the Building Tns.pe.ctor regarding the above lot. I trust that this will be su'f-ficient for your needs . Very truly yours , William E.. Wrowell , Jr.. WEC; sk enc. Assessor's office (1st floor): O r a� SEPTIC SYSTEM MUST ;�afTHETO Assessor's map and lot number ......I.. .......................1....... WSTALLED IN COMPLI � o Board of Health (3rd floor): WITH TITLE 5 d � Sewage Permit number .......::.....TSB.. .�. Z TI►DLE, i Engineering Department (3rd floor): r ._ENVIRONMENTAL CODS e�,Maea House number � 11 M R7-,�`?rt- i t�i.`Qv aNAi'A'. ....dipp .. APPLICATIONS PROCESSED 8:36� 9:30 A.M, and 1:00.2:00 P.M. only TOWN OF BARNST.ABLE BUILDING I S;PECTOR APPLICATIONFOR PERMIT TO ................. ........................(1)...................... ................................................ J t TYPE OF CONSTRUCTION ........I3 c�.C� (' r'....�� `? � ................................................ ............ ............19..D. 301 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ' 1 # 2 CO i! U E!L © „ p{��S �hJ 1 LocationLOT...............................................�..!.7..............................�.�..:..rr..:..r...:...�+..,�7 �-C....... ProposedUse ..R:E��I. I✓!J ........................................................................................................................................... ZoningDistrict ... ..................�.. .. ..................................Fire District ............... (/............................................. Name of Owner 3:.M.12S..J-RAO ....�. DWUN. ..T.Address .C',.j.N.C;.lN).AJ.Aq-.j.......Ci.}IQ........SZ30..... ... Name of Builder C.�r� e)Zl�,.. (� -`f.................... Address Ids J..UrvL. . 'Liv. I:/k5T $,ghJDWIGH :..... .. . ... ............................................................. Nameof Architect ............................................................:...:.Address .................................................................................... Pnu 2C� G©6v G2ETt✓ Z X 3(0' Numberof Rooms .... ..........................................................Foundation ....................................................................:..... q Exterior )l .?� � Qf2 CLAP5— UJ �IT�GEDAR....Roofing ..A: . 1� .VL7 ....�N4NC�l.�S.......................... . SI-�-irv�'GE5 ©AK...�f)WO....CA2.PEI u.>...................Interior ........................................................................ Floors ...... ............ Heating ...................Plumbing ........... Fireplace �..... I�... ? ,lL ..........................:..............Approximate Cost...�.Q �. 60 �....... Definitive Plan Approved by Planning Board ________ ____�_. ___19__ Area ..:... . .......`���'1.................. Diagram of Lot and Building with Dimensio Fee / ...........�.�........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 13&, 25_ T7 IL4 9 JCG 361 L= u7,12 Q,H , OCCUPANCY PERMITS"�i Ul ERER MR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. NName .... .. . Construction Supervisor's License ...©118..7..6.............. I ,C , ROUNSLEY, ' FRANK A=170-224 ` s r No ?g2.12 12 story single - :. Permit for f ..family..dwelling....................... - • ..... ..... .... r Location'Lot....#.2...:..373...Ames..Way ...... .r z, Centerville ......:..................w................................. ...... :b- y . t OwnerRev & Mrs.. Frank Rounsley - • Type Hof Construction .frame.... ,c.. ...................................... .................................... Plot ............................ Lot ................_............... 3 { ' _ *: Permit Granted ..........A,i?x i.7. :7..�... 1986 r Date of Inspectio 'C ...............19 -Date Completed ...... . .. .....�.�....::........19:�•r.f ' r ♦ 'tom•µ &.. '• :'Y' } . . � e • �1 � � r-. - `}•♦... j�{. ♦ 1 � '^ ~ y , • I to _ CIS T�T �YA �l cv \ o , CO co � a e / W/. ,- \\\ ..� "� ...• a .. 1. � S I+ L0 T 2 w 17,782t S.F. LOT 1 i co \ _ CS DH fnd E r � r NOTES: co W ; / ,remove ESTjNG F1OPpRCji �! _ LOT 2 IS IN THE C" FLOOD ZONE _ r l Ah , ° r ;;E Vq�T FLOOR .. r , �o.' �: �' LOT 2 'IS IN THE "RC"' ZONING DISTRICT. ION 10 w PpS I p E11 °.� 1 G ........� J r {� `ST R� SECOND GEr sdloH.e o ��� OF ADDI , yllfhe ° 4 DEC 9' a d ° 31. K r � ': t � NDER ULEY y M T - vie CV, 11E. i ,k. �/ 1 �l d' O. 35101 ° IS LOCA _ o TN NO WAr pF T E Hot jSE �j1E h,AST PT jC , !/ ° fop T THIS ��1pEE11j r „ `x CgTIp TN S / SITE PLAN N7 StOc $d lOO r ! PREPARED FOR 615'33.,W a fenoe , / . WILLIAM and JOANNE 'BAKER OF 373 AMES WAY 13g.25• / CENTERVILLE MA J. E. LANDERS—CAULEY, P. E. LOT 3 CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 3 74 64 LMOUTH MA 025 WEST FA } 0 - ph (508) 540-3022 ph. " _ -_fax- (5 8) 540 7733' / 508 .540 '334 k — ' 0 .ASS. 7 7 224 DA 4 00 TE: 'O1 0.,. `,_ . F — - :iSCALE: . 1... ,.�.: ..}, Gn.,f... -..,. « v.'a•.:-� �:3T� .. .� ., a ,,....... .- .,. ...., a.- !.. .. ..#.< d'3 4 .. 7' .:lt... ♦ ., ,..`y.. y.. ,. ,.._ ..4 ,« s �� i 3 ...''�.. %,,..�..w..,..:4.nac�.�.'_`,_w.- ..:..b - .h .,- `�T.>•- k „_n..,..� _ .. ,.--u<�' -. > .. #4. ..a�. -t�:. - - ,•r, wi'_._ ,..�-,:�_, ., �.: �,y. +;,xr�" -F. r..-.. _ .,.. -`4- :� � �a .�� 1.:� HEET=._ F,��1- ..:�. r r.., t.,, ... .., {•' r.: ...._.... a .,._e- ._ .n�- "-:. ,.. .u:.._v. .,. .. ..,... .. .. ._ .. .'f-f u'r�. . -:S i�F• - " .. ., .. -.. .v ,..