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Permit`Fee Aq •" V Date Definitive Plan Approved.by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 37 M nu5Aoe Ave, Village Uarn S4able, 11 Owner kichor& Sned-barq Address 3 ve;Agin Sl4�lL Telephone 7 F/ 88$6 o gi Permit Request / n 5 4aliaft`6n of a Safe Code -cotntphgn�- grid led n/ SO'cv- S 9 54—en 6 h an e X res den a r oo-Wp,, 2/,9an eIS-15551W Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��� � Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other i Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (.0 u &U l 1 Telephone Number y/3 40 "75-5 Address 1 �.S/Ven C;rde, License# W-� ro[Aam, Pr 616 Q� Home Improvement Contractor# 72&y Email_ _ 02rt11C� Skx N e 56)y, net Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 56 /A5 SIGNATURE DATE 1 Zg �• L FOR OFFICIAL USE ONLY 1 APPLICATION # r DATE ISSUED F MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: } FOUNDATION 't FRAME _ y INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'DATE. CLOSED OUT ASSOCIATION PLAN NO. wry Town of Barnstable o� RegaYatory Services E AIRNCT1Af.4. i Mess:$ Richard V.Scab,Director 16 a 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www-town barnstable-maxs Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usina-ABuilder I, Chad- 5 M e a berq , as Owner of the subject property hereby authorize sk l�l i7��. �p��r,L L G to act on my behalf, in all matters relative to work authorized bytbis buiitding pennk application for. 3 �? Ntl5hor AVe, . (.Address of Job) '`Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or sized before fence is installed and all final ' inspections_are performed and accepted- S4aat,re of Owner Sjnaii a of Applicant ,`chard S�re�l�p�a LvGc.� Paull Print Name Print Name �Z Z3 / Date . Q:FORMS.-OWNMER, ISSIONPOOLS Tom of Barnstable Regulatory Services roxy Richard V.Scali Director �* Building DIvMon �LFr�uR*p Tom Petry,Biding Commissioner XAMS— p 2.6 �� 200 Mum Street; Hyaums,MA 02601 39- � �'rEo wW�1VILbarnsfahle.maus t Office: 508-862-4038 Fax: 509-790-6230 HOMEO CENSE EX :N=ON PI Print MATE: JOB LOCA MI anmbcr st,=t v�Iagc bomapho c# Wo phone#r 7 CURRENT N AILn�IG ADDRES S: city/lnwn zip codc The current exemption for homeowners was extended to in ude owner cc ued w e Itings of six units or less and to allow o e who does not o ess a licens ro 'ded that the owner acts as ervisor. engage an individual for hir w homeowners to ngag P DEFWMO OR HO Person(s)who owns a parcel of Iand on which he/she resides or' nds to r i ,on which them is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to use and/o structures. A person who constructs more than one home in a two-year period shall notbe cousidered,ahomeowner. Such wneu"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be LeMonsible,for sash ark erfoffied under the bml ' permit (Section 109.1.1) The undersigned`.homeowner"assumes responsibility for comp ce with the Building Code and other applicable codes, bylaws,rules and regulations. - The undersigned"homeowner"certifies that he/she un th Town ofB Ie Building Department n inirnum inspection procedures and requirements and that he/she will comply said _rocedu es and ems. SignaturcofHomcowmcr � Approval ofBnildingOfiicial Note_ Three-family dwellings cgrilammg 35,000 cubic fsetl r larger willbe r ' ed to comply withtbe Siats Budding Code Section 127.0 Constmclion Contral. i 1 O ' Hon�owl�gs�Tr N tes that: aAu homeowner erfo work for which a builds ig permit is regnirred shall be exempt The Code sfa y p rm�g � _ from the provisions of this section(Section 109_11-Li censung of cgtnsiracfion Supervisors);provided that if the homeowner engages a person(s)for hi�to do such work,that such Homeowne sban act as supervisor." Many homeowners who use this exemption are aazaware th they are assuming. respons bifities of a supervisor (see Appendix Q,Ruules&Regulations for Licensing Construction Supervisors,Section Z This Lack of awareness often results in serious problems,particularly when the homeowner hires uuilicensed persons. In this case,our Board cannot proceed against the IInUcensed.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 respons6ffid'es,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. Ou the Iast page of this issue is a form currently used by.several towns. tout may care t amend and adopt such a form(certificIation for use in your community. - Q.\VpFICFMRMSIbmlcrmgpamitfm=\EK MS.doc Revised 061313 1 2 3 4 5 SHEET INDEX PHOTOVOLTAIC SYSTEM PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 4.775kW\5.355kW PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: A A PV MODULES: (21)Trina Solar TSM-255 PD05.05 MSIiAU INVERTER(S): (1)SolarEdgeSE5000A-US / OPgyENUE ---- PROPERTYLINEK . _ --- CONDUIT RUN Q INVERTER DRIVEWAY O SUBPANEL SCOPE OF WORK: ----�-- FENCE a DC DISCONNECT nl FIRE CLEARANCE ❑` AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT �� rB6I«.� STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING UPGRADES BB JUNCTION BOX RESIDENTIAL ROOF TOP. SOLAR MODULE O MONITORING UNIT Q MAIN SERVICE PANEL Q COMBINER BOX E) UTILITY METER ROOF Q PV METER OBSTRUCTION APPLICABLE CODES: 2014 NEC t� 2009 INTERNATIONAL CODES WITH MA AMENDMENTS �c B ``� CONTRACTOR INFORMATION: B SKYLINE SOLAR WEST BRIDGEWATER 124 TURNPIKE ST. \ OR/�ewq y WEST BRIDGEWATER,MA 02379 JURISDICTIONAL INFORMATION: BARNSTABLE,TOWN OF 200 MAIN STREET, HYANNIS,MA.02601 NOTES TO INSTALLER: i� i i FOR INSTALLER USE ONLY ` POST INSTALL SUNEYES REQUIRED? NO CONDUIT RUN I CERTIFY THAT NO CHANGES HAVE C /N t, ON ROOF BEEN MADE TO THE ARRAY LAYOUT:� 4c M CUSTOMER INFORMATION: RICHARD SMEDBERG 37 MAUSHOP AVE BARNSTABLE,MA 02630 (781)-888-6084/#2249970 SITE PLAN LOCATION OF(E)MSP SCALE: N.T.S. INSIDE FINISHED ROOM ... DESIGNED BY: REV#: DATE: AJINKYA.Clk 0 11/11/15 PV-�-0 SUNGEVOY INC.66 FNUIKUN ST SUITE 310 WNIAND,CA W60] Y HEINZE OOIa.—Low--SmeJLeq.22196]O SVI BMBI S1 11A7 THESE DRAWINGS.SPECIFICATIONS.MD DESIGNS ME THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORN OTHER THAN THE SPECIFIC PROJECT FORYMICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. Nl.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A DE-ENERGIZE ITS OUTPUTTO THE CONNECTED ELECTRICAL PRODUCTION AND A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 313 RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION - Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENTSHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. J-ICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION. Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. - C 52.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN RICHARD SMEDBERG LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 37 MAUSHOP AVE BOLTS. BARNSTABLE,MA 02630 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (781)-888-6084/#2249970 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. REV#: DATE:DESIGNED BY: PV-1.0 AJINKYA.0 0 1'111/15 SUNDEVRYNC.SE FMNKUN ST SUITE 310 DAIN1D,CA NED7 By.MHEINZE Dem:--Lam--S--IN-2219970 SVI S-Size:11.17 THESE DRAWINGS.SPECIFICATIONS,AND DESIGNS METRE PROPERTY OF SUNDEVITY INC.NO PMi S-BE COPIED OR USED FOR ORWITH RNY OTHER WORK OTHER MAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED YATHOUT OURWRITTEN CONSENT I 1 2 3 .. 4 .. 5. MODULE SPECIFICATIONS (21)Trina Solar TSM-255 PDO5.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 .. ... ROOF SPECS RAFTER SIZE: 2X8 NOMINAL 1 I I i I I I t RAFTERSPAN: 1 1 '-8" 1 i I i i RAFTER SPACING:1 16" ROOF MATERIAL: COMPOSITE SHINGLE I { I ( I I ( { ( ( I I { I I { I I ARRAY I SPECS I 1 I I I { I I I I I-- i { _ -- I NUMBER OF MODULES: 21 ff _ TOTAL MOD.WEIGHT(Ibs): 861 A - /{ RACKING WEIGHT(Ibs):. 95.6 L_ __ I i I _ I I I _� I _ I I ARRAY WEIGHT(Ibs): 956.6 - I I I I I I I I I I { { I ( ( I I { ( I I I { ARRAY AREA(sgft): 369.9 ARRAY DEAD LOAD(Ibs/sgfl): 2.6 o I I I I I I I ( I I I I I I NUMBER OF MOUNTS: 41 -� - - }- OI ( 11 -- ® I -- -1 LOAD PER MOUNT(Ibs): 23.3 I 'I1 I I I I i I I I . I- ARRAYAZIMUTH(') 202 I 1' ! { ( I I I I { ! I I I I ARRAY TILT(") 17 NUMBER OF FLOORS 2 ' r- j I I I ! 1 I I { 3'-4" 19.8". 'C}IOFM,q�9 PA L 10" ZACHER RRAY LAYOUT TRUCTURAL N 1 SCALE: 3/16"=1'-0" 0100 )STEP' .. .. .. S3fpNALECIG B - B NOTE: MODULES SHALL NOT BE GREATER THAN 8 - -- SYMBOL KEY: INCHES ABOVE ROOF COVERING '- ------ RAIL ———— RAFTERS ROOF SOLAR MODULE FIRE CLEARANCE ' © Q STRING CONFIG. {' sa STRUCTURAL UPGRADES IRONRIDGE XR1 ....�`` - - Q SOLAR MODULE' L-FOOT ® MOUNT QMSE-LAG SHINGLE - ..... ... .. SKYLIGHT . COMPOSITE SHINGLE ® CHIMNEY 5" X 5116"-LAG - 2.5"MIN.EMBEDMENT PER - , PLUMBING OR ATTIC VENT SCREW 2X8 NOMINAL,16 O.C. O ATTIC VENT C CUSTOMER INFORMATION: r--�MOUNTING DETAIL RICHARDSMEDBERG L SCALE: NTS 37MAUSHOPAVE BARNSTABLE,MA 02630 (781)-888-6084/#2249970 DESIGNED BYi REV#: DATE: - PV-2.0 AJINKYA.0 1 0 11/11/15 SUNGEVRY INC.66 FRANKUNI ST SUITE 310 O—D.CA SHIM By.MHEMOnm:—LO.1—SmeE -22499T0 SV1 SM-1 SIxe:11r17 THESE DRAWINGS.SPECIFICATIONS,MD DESIGNS ME THE PROPERTY OF SUNGEVITY INC.NO PARTSH BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED VSTHOUT OURWRITTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: INVERTER I SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS SOLAREDGE SE5000A-US (21)Trina Solar 7SM-255 P005.05 1L BREAKER RATED WATTS(EACH): 5000 SHORT CIRCUIT CURRENT(Isc): 8.88 -�- SWITCH AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(Voc): 38.1 Q SCREW TERMINAL AC OPERATING CURRENT(A): 21 OPERATING CURRENT(IMP): 8.37 c= FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 30.5 • SPLICE INVERTER EFFICIENCY: 0.98 MAX SERIES FUSE RATING: 15 @ EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 255 M CHASSIS GROUND INVERTER I INPUT SPECIFICATIONS PTC RATING: 232 -—- GEC NOMINAL CURRENT PER STRING(Inom): 7.3,8 DESIGN CONDITIONS EGC NOMINAL VOLTAGE(W—): 350 HIGHEST 2%DB DESIGN TEMP("C): 28 MAX SYSTEM VOLTAGE(Vmax): Soo MIN.MEAN EXTREME ANNUAL DB("C): -16 A MAX CURRENT PER STRING(Imax): 1 15 A MAX INPUT CIRCUIT CURRENT(Imax): 30 100A MAIN BREAKER (3)#10 THWN-2 (3)#10 THWN-2 (3)#10 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER AC DISCONNECT, (E)LOADS (N)SE5000A-US 30AMP, INVERTER W/INTEGRATED NON-FUSIBLE,C-H (E)LOADS DC DISCONNECTS DG221 URB (E)125A Cutler Hammer MSP MPP1STRINGOF + �T, -AC LOCUS METER 30A2P 10MODULES - DC g QOPT.CURRENT=7.29A DC OUTPUT LOAD LINE --------- _ _________ 1 STRING OF + ::I- 11INVERTER MODULES _OPT.CURRENT=_8.01A i_ C}1\ ` GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90"C TERMINAL RATINGS LOCATED ON ROOF C Inom=(11 x 255W)/350V=8A CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 21 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:28"C 21 x 232(PTC WATTS)x 0.98=4775 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-16°C ROOFTOP AMBIENT TEMP(Tcorr):50"C=0.82 SE5000A-US MAX OUTPUT CURRENT=21A RICHARD SMEDBERG CONDUIT FILL(Cfill):0.8 BREAKER SIZE=21A x 1.25=26.25A=>30A 37 MAUSHOP AVE BARNSTABLE,MA 02630 CONTINUOUS USE=Imax"1.25=15A (781)-888-6084/#2249970 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.82/0.8=22.87A - CONDUCTOR SIZE FOR 22.87A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 AJINKYA.0 0 11/11/15 SUNGEVT'INC.fibP-1-IN ST SUITE 310 OAIO.NJD,CA SI607 Dr MHEIWE D.:--L"mtlon:Sm ,G-33499705V1 B11 Si.:11"17 THESE PPAWINCO.SFECIFIwI IONS.AND DESIGNS ARE THE PROPERTYOF SUNGEVITY INC.NO PART SHALL BE COPIED OR USEDFOR OR WITH ANT OTHER WORT(OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY WIVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT. 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 21 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT WARNING RATED MAX POWER POINT CURRENT(Imp): 15.3 A ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11.1 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED . POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) e B PLACE THIS LABEL AT P.O.C.TO SERVICE DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND SUBPANEL IF APPLICABLE)) NEC 690.56(c) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT WARNING DOWN IS INSTALLED INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM EQUIPPED DO NOT RELOCATE THIS OVERCURRENT DEVICE WITH RAPID SHUTDOWN NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: RICHARD SMEDBERG NOTE: 37 MAUSHOP AVE BACKGROUND AND LETTERING COLORS FOR BARNSTABLE,MA 02630 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (781)-888-6084/#2249970 PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. DESIGNED BY: REV#: DATE: PV-4.0 AJINKYA.0 0 11/11/15 SUNGIV INC.6B FRANKLIN ST SUITE 310 GAq.AND,CA SHN By.MHEINZE THESE DRAWINGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY WIVE BEEN DEVELOPED WITHOUT OUR WRIPEN CONSENT THE Universal MODULE Mono. W Multi Solutions --_-_�Y PRODUCTS POWER.RANGE ELECTRICAL DATA(STC) _ ISM-PDOS 250-265W Pa kPow WvH P IWpI n 2d5 T 256 i 255 1. 260' -1 265- fff THE Universal TSM-PD05.08 250-265W P O�1put T P IJ W 0 3 4 TSM-PDO5.05 12d5-260W Ma mumP Voltage-V (V) 299 I 30.3 305 1 306 I' 308' .. r IM.. u.P C 1.1 fA) 8.20 8.27 83] 850 861 . L_ DIMENSIONS OF MODULE openCi iVf g VcIVI 3.].8 v- 382_1 39103 ) � 8 3B1 unittrun 9 -1 Shed CIRC tC.—M.(AI e75 8.7 8 90 941 Mtl i EM cy 9m f%JODULE ( I5.0 15.3 IS d'.l 159 16.2 - II g TwI aInce ry d-t on ae 35°c A 4 mg .R /m+accoN'np to EN 6a9ad-t. NA - ELECTRICAL DATA(NOCT)- - xns M mP P (Wp) 182 186 S 196 193 �.... 197 6� ���� ®®� M mP VU g -, IV) 59 2B0 281 w 6.8 68a • M mP C t'I IAI 6.59 665 + 6]d 68 693 PDO5.05 : i a rOp rc Q I,V 11 g V IV) 35.1 ro 35.2 t 353 354 K 35.5 MULTICRYSTALLLNE MODULE- L = SIDTCrcit Canenf-Isc(A) s 9.07 71DJ ]1] y ]2] i 7.35:- PD05.08 - dloneeoreao w/m Ame em Te P aw,o zee wndseem lm/: 245-265W _- _ __ _ PDOS MECHANICAL DATA POWER OUTPUT RANGE A A' S1 ells MIt rytallin 156 1561m(6 h i Z Our most versatile product F c n ,lent,I �'M E, 1 1 Cornpofibte with all major BOS components and system _ designs M dplatlmen:tun: 1650 992.35 mf64.95x 39.05 A 139 inchazl 16 //�(�%•/A � 1000V UL/1000V iEC certified' 812 teo wetem T{'�Is.6 kg(alibi - .. .2% dackvaw 11�W-1 32mm I0.131n h )High Tran mission.AR Coated Temperetl Glass F MAXIMUM EFFICIENCY i3 ksnee, wnn IPoosaa00s0e1 elock(PDDsos) - - ( SII A d dAl 1 All y(P005).8IackIPD05088PD05D5) %! One of the industry's most trusted modules #J B IP65 6] t d Oar+3°'o Fletd P(aVen PE:ltOfmOnCe - "•� r tables PhI 11 T hW. -gY ble40mmIO.00d lnches'1. I OOOmml39.3]m[M1esl POSITIVE POWER TOLERANCE — leannecmr MC4Compatible ' 35 I Highly reliable due to stringent quality control ' /lr •Over 30 in-house teals(UV,TC Ii F,and many more) - I-V CURVES OF PV MODULE I AS O leading global rhonufact—, f - TEMPERAIURE RATINGS MAXIMUM RATINGS - of next er e f on Photovoltaic 'P^�I In testing goes well beyond certificotion requirements _ ! ' - - - 9 pi - I N i aI OP 11 gC it i F 'Ope M.AM,I Ii p at 40=+8E-C alldoctS,web I eve close _--�' PID resistant ddec 1i:2 cl _. 1 _r cDupefafior Jdl Jut palfn S µ " _ IT.-pa ofv c"McI t tP Oa19/C V ltog UM Sy, i 1000V DCIJUL) is critical to e cevs VJilh 1pcai — - - _ 3 - I pesencear nd ire ylote Tr no rS f emir - - T pmr c rn- ! tv 0.32�rc Moxs w Rting ISA 3 oble t0 sbr0 de CrGEPIO 19! t9: I °,�r .�i- p rat cto lent orl 0.05% /CJry _ ._ — -...._. eoch rusta ermeocn mareet e ' Certified to withstand.challenging environmental and v olernenl our Ingo ah e 1 - °" Inble products with the th—kind ` COndI}Ion' 00 n of rr d Os a tr ny aonkable 2400 Po wind toad WARRANTY po the We a c.rnn, d r .5400 Po snow load e.� -_ _'-.'_ .. y p u �o n m t 10 P d i W km n W my to build ncUsUa'eglc.muluolly L25yew Line.,P rftnorly_ J s beneficial collaboration with tt stuli s:'de-bpers distributor. E - .. IReese,e!o1.—der wonen aril: ( .. and other parin CERTIFICATION dis as.Iho - < - I o.okbope of a.+r shored success in - dt,<na m 1Ener9y Tpgeth- LINEAR PERFORMANCE WARRANTY -� cE r®u• PACKAGING CONFIGURATION .. smm .. TO Year:Product Warranty•25 Year Llneor Powor Wmranty M d Les p b 30 D® I TIM.Set.,Ur,ftel t if M dulasp 40 conlalnar 8 Opl es F ...... ! . mvylnncs¢cs4com, - + pmel Atldlrl � Vcycu �"i '^ - onp)ygWe hom E 9lns nbso8ofoirCIUNOy frneor . 7Finasolar �,9, anM '1iRinasolar ereTlrno,-rURHRd.°Io:;e ad�sn-A-e,NS TFORE r-de E etnre Je,t1. neRe heu,-1 Smart Energy Together roan w- Io is to 'Is Smart Energy Together - . O Tlirust.m!v�d n int!ra;RY c:end:id - CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE Certificate Number :20140630-E306515. Certificate Number:..:20140630-E306515 Report Reference E30651 5-201 21213 Report Reference E306515-20121213 Issue Date :.2014-JUNE-30 Issue Date: 2014-JUNE-30' Issued to: TRINA SOLAR LTD The modules with.the specified construction as below may be marked with its type - for UL listed fire performance products only as the below table: - 2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT,' CHANGZHOU,JIANGSU 213031 CHINA, Module model Specific construction Marking TSM-xxxPD05, Superstrate:. 3.2-4.36mm.thick; Module Fire This is to certify that PHOTOVOLTAIC MODULES,AND PANELS.WITH - TSM-xxxPD05.08 EVA:Su0.bstrate: thick; Performance: _ Substrate: 0.30 mm 0.69 mm Type 1 representative samples of .:SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; . Refer to addendum page for Models Frame: Cross sectional dimension: 35 - x 35mm,. _ Height': 35mm, Have been investigated by UL in accordance with the Thickness: 1:5mm Standard(s)indicated on this Certificate. Superstrate: .3..:2-9.36mm thick; Module Fire - - - TSM-xxxPD05:05, EVA 0,25-0.61mm.thick; Performance: Standards for Safety: UL 1703-Standard for Safet for Flat-Plate Photovoltaic TSM-xxxPDoS.OB Substrate: 0.289 mm - 0.3o mm Type z l l Y Y thick;- Modules and Panels and ULC ORD/C1703-01 -Flat-Plate Frame: Photovoltaic Modules and Panels. Cross sectional dimension: 35 Additional Information: :See the UL Online Certifications Directory x 35mm,. _ rY at � Height: 3'5mm, www.uI.comtdatabase for additional information Thickness: 1.5mm TSM-xxxPD14, - : Superstrate: 3.2-4:36mm'thick;: Module Fire - TSM-xxxPD14:08 EVA: 0.25-0.65mm thick; 11 Performance.: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm 0.300 mm ,Type 8 being covered.by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada. - Frame: - - - -The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension:-and"US"identifiers:°yt m the word"LISTED";a'control number(may be alphanumeric)assigned 40135 mm, _ by UL;and the product category name(product identifier)as indicated in.the appropriate UL Height: 40mm; y- y Directory. - Thickness: 1..5 mm Look for the UL Listing Mark on the product. _. TSM-XXXPD05.10 Superstrate: 3.2-4:-36mm thick; Module Fire,- TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate:"0,.025 0.284. mm Type 5 thick; _ - Frame, Cross sectional dimension: 4b* 38 mm, .. Height:: 40mm: .. .:. :. . .. Thickness: 1.8mm. .... 41 « k„w av,aU1LLC JUL)a.... m�...0 UL.ft,4—% O A. Page 1 of 4 Page 3 of 4 - - - Solar=oo Single Phase Inverters for North America SO ar •71SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE1000DA-US/SEI140OA-US ��SE3WOA-US SE3800A US SESOWAUS SE6WOA-US LSE760GA US I SE100WA US. SE11400A-US OUTPUT . Nominal AC Power output 3000 3800- 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters o 1 �?4e�...... ... .I. .. .. .. .54W 208V '10800 208V @ @ ' t 33W 4150 6000 8350 120W VA For North America MaA.'AC Power Output 540a24DV ` 7950 .......--.. V'.'l.....-....'N' ..............................................z..Q._....................`..................o.....@Z49X......................._noon. AC Outpu[Voltage Mrh Nom Max r' J J SE3000A-US/SE3800A-US/SE5000A-US 7 SE6000A-US/ A.0 output 229 Vac AC. Iput Voltage Mrn Nom.Max r' / I J J. J I J J SE7600A-US/SE10000A-US/SE11400A-US zn zoo z64var ACf quencyM n.Nom.Max r" 593 60 605i 0 ..country setting 57-60-W5) I H 0 - Max Continuous Output Curren[' .. noon 12.5 .�.. 16:......(..21 -25............3Z... ..� 475 ....,..A dd t 4 bl Th :Vls _ Ve .......o GFDI Thr h I UHItyM [ _g 11 gP t.cH C CoC fi h Id INPUT " f : Mawmum DC P (STC) 4050 51�0�— 6750 8100� 10250 13500 15350 W e 12Y nG - Transform I U 8 d d _ Ye .. 0�.� Max.Inp LV it 500 Vd Wgnw•-• a Nom.DCI P IV It g. 325@208V/350 i 240V -- - - - Vde -- .. � ........ noon.. .. .. noon... .. .. 16 5 @ 208V 33 @ 20HV yiaf4 M_ In p tC nC 95 13 18 23 345 Adc 'ant 48 noon. noon ........ .. Ad ., 15 5 @ 240V 30 5 @ 240V .. ...,noon. .. ........ ... k Ground-Fault Isolation Detection: - 600ku Sensitivity -ttI .Ma12 x mum Inverter Efficre.Y. noon. 97.? .............. '98.2...I.-98,@ 240V.. 9ff.3..., on.98...... 97 5 @ 210y..1.:.-..98..;... r CEC We ghtetl Efhc y 97 5 @ 208V 97 @ 208v ff 't tic 97.5 98 97 I 97 5 97.5 .b Nighttia t 1 ' ADDITIONAL eP Consumption ........noon _�__<25. .......... <4 ... .. W Irl' a � � �. �r'•+ ADDITIONAL FEATURES r R5485 RS232 thcrnet Z B _n . t R_.noon...._......_ , F h ty nab Opn 1' .. ......................� - installed°-� - ...[ ANSI Rapid 5hud NEC'2.014690 12 edwhc S I idg rapid shutdown kitrs ... - - _STANDARD COMPLIANCE —^. ................ ......... noon ...noon..._ ........ r - Satet UL1741 ,U11998 CSA 222 � r«_ n. an .... noon.. noon........ Grid d Connection Sttandards ICEE3547 SsrOns --- -------- FCCP t15 class 8 -_�, .... 'INSTALLATION SPECIFICATIONS I -- - AC.,,,put condutsze/AM a 8 I 3/4 766AWG ............ 3/4 /H 3AWG ( y, s DC mpu[condwts ze/fl.fst g/ 3/4 nnum/11 12.t /1fi 6AWG 3/4 /12 t fVJC rang.............Y ... ..... .... ... .......... .1!1 6AWG- t .. Dmensonswith Safe[ Swtch .. ..30 Sx 125 10.5/ n/ B �. .. t11MWXD)............... .. . .....27 184................ ......775 x 315 260..�' noon ... noon 305z1 5 72/775 315 c - dl Werghl with SafetYSw lch.-„ ,. 23 - I. 47/24.7-.,I.... ...... .........88;4/401,..,.,,. N oral convection Coohng Natural Convection 'I and internal Fans(user replaceable) The best choice for S61arEdge enabled systems ............... ... Mm.. . <is. .. ........ .. ................. .......... noon dean...noon ............ noon... ,noon noon.-. .. .. .......I fao(usrr replaceable) �-Integrated arc faDIC protection(Type 1)for NEC'2011 690-].1,cofnplianca.. - Min:Max Operating Temperature .. 0(40 0+ SuperiorefCdedcy m%) F .Gang? ... ... .............. ............................ ............... ..............._.............................. ........ _.. � .. Pr[ H,n RannB. ... noon. ....I. .. .....................:.......... 6NEMA`3R 60 ... ... .......... .................,noon -13 to+140/�25 to eri on avarlabler'rJ �-F/-C �-Small,lightweighpand easy to install on�provided`bracket - Pb[ intone csourre�+N be usM:rbe ln.xrer(1 1s.a e N R). .-. �BuilYin module-levelmoriitoring :nae.e==e aadermer:,r en su..wusnoonua:ua �e.r,ersemoan usoo:nnazl - u snumo.«wa c/r.oSaDaaao-at Internet connection through Ethernet or Wireless - � �na er=e vin se,,..n usoaoenu,tror renaw er,.eR„=freaaa-usopzenual. ' r Outdoor.and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 : : ;" _ noon v5L'/� 611..?:.A.1 L!►./ USA-GERMANY-iTALY-FRANCE-JAPAN-CHINA-AUSTRALIA THE NETHERLANDS-ISRAEL WWW:solaredge-.US AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application-of the Certification Mark(s)shown below to the.models described in the Product(s). Product: Unlit Interactive Inverter Covered section.when made.in accordance with the conditions set.forth in the.Certification Agreement and Listing 7 od.(( Brand Name: m d e 111 Report.This authorization also.applies to multiple listee model(s).identified on the correlation page of the Listing _ 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000;SE7600 Report. _ Models:. (Option:followed by A to indicate'Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be - (k applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd- Manufacturer: Jabil Circuit(Guangzhou)LTD - - DEV EAST DISTRICT 6 Ha'Harash Street 45240 128 JUN CHENG RD Address: Hod Hasharon Address: GUANGZHOU GUANGDONG 510530 CHINA - Country: Israel Country: China Contact: Mr.Oren Bachar or Contact: Elaine.Ouyang Mr.Meir Adest - +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-4025/.135-7023-5852 FAX: +972 9.957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email- Elaine.ouyang@jabil.com - - Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13045 Control Number: 4004590 Authorized by: / t .for Thomas J:Patterson,Certification Manager ' C ETA US ! Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This AUMor2otion b Mark is W the excimisa use of hrterleKs Cliont aM is pl—d pursuant to Nt CeNficadon egrce W—n Intart i,and ib dkm.1—Irs nsponsiGlity and liabilily ere - ' IimAad rotM tome aM c ,iiom of ft groonlord.Irrtertok assumes-llaEilily b any party,atlprthen to the Client in-a da with tho vpraemem,for any loss•expeme wdmmgo occasioned by the use al Nis AWsdtetion to—k.Only tM CIieM Is a,Mor¢ed fo pomUt wpyin8 or dishi—I of this AUMoriaatlon m Mark eM Ihon only in its entimly.U.of Inmdek's CeNficadon mark is ra54iMtl m-coMitlom I.w out In-agreomont aM in Nu AWflotiratbn Is Mark.Arty lurthnr use of 11M Int—k mme for me sole or ativortisement al Ne ksted—ei,product or service moat , first M approved in wrftg ty Int—k.InNol Factory Assesvrenis oM FW—up Services are for dre purpose o/e—Ang appropdate usage of iha CeN6oalfon merN in prsdrtl—ni.Me ' ogeemant,Moy ore not,fnr the purposos of protlucUon quality c—[ro do rot relieve Me Minn of Men,oWs d,m in Nh respect. Intertek Testing Services NA Inc, :545 East Algonquin Road,Arlington Heights,IL 60005 - Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 .. UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy.Resources,Second Edition Dated:.January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection:-Issue No.2,2013/01114 CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault.Protection-Issue .. No.1,2013/03/11 _ ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 ED 16.3.15(1Jan-13)Mandabry ; ED 16.3.15(1Jen13)MaM N 3933 US Route 71 - Cortland,NY 13045 Telephone:(607)753-6711 Facsimile: (607)756-9891 vo—iotertek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 - June 20t",2014: _ Project No:3101703554: - - 3-ph Inverters:: Mr.Meir Adest Ph:+972.9.957.6620 o SE9KUS/SEIOKUS/SE20KUS when the.SolarEdge.rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge.com 6 Ha'Harash St. _ x"which is part of kit SE1000-RSD-xx is installed in.the inverter Safety Switch where xxxxx-xx'is HOD HASHARON;ISRAEL any number;inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge.Products to NEC Rapid Shutdown Requirements This letter report completes this.portion'of the evaluation covered by Intertek Project No.G101703554. Dear Mr.Meir Adest, If there are any questions regarding the results contained in this report,or any of the other services offered-by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek;please do not hesitate to contact the undersigned. standards: - Please note,this Letter Report does not represent authorization for the use of any Intertek certification marks. National Electric Code,2014,Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by:. Howard Liu This investigation was authorized by signed Quote 500534459 dated 06/10/2014.Rapid shutdown test were Title; Engineering Team Lead Title:, Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek — � ee personal on 06/17/2014. Signature: _ � � 'Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below.' - .,Date ..June 20 ,2014... ,Date: .. June 201in,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- _ amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd;eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700.. - o Pxxx;Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,,yyy,zzz is any number;0-9 to a maximum- up to xxx=300,yyy=350,zzz=500;where mmm,nnn,000 is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 - • 1-ph Inverters: .. o SE3000A-US/SE380OA-US/SE500OA-US/SE6000A-US/SE760OA-US/SE1000OA-US/ - SE11400A-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part - of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 This wWR is for tk+vxclueive usa v(I-.1.Cll....is pmvidoE W muvm[v t"e agreement between IMORak and Hs Gbnt:INenak's rasponiNlly antl Ila Wgy'ere II..d b My teems - a.cvMitbm olttn aprevrrent.Intvrlek assunas u lutilly to vny W M.aMvr hurt to tln Gient in occortlarra atiM Me ograomem,br any bsa,exponso or tlaimge occaslvintl by Ma use . of INs mWR.Ony gro Glvnt is vulM�.atl Ip pemvt[vpylig or dlstnbWan of Nis rvWR vntl Men oNy in Im an4rey.Any use M tin InteRak mme a am of I6 math rot Me sab or _ eMaNmmenl of tM bsbd maforial,product orwrvicv nont first be vpgvvad in writing tw Irn In Tbv vbaerwllana aM test resWb in Mis rapvR ary rvlvwnt ony dw sample tasbtl.TNs- - reWM1 W itwgOoasnot imply Mat My material,pratluet or svrviev is or nps avae been antler on Inbnv/\k/e_e\�M]g�o}/tbn program. /',�^�/�t' '�' . O La am (Intenet_ .. _. Pege2of2 Intertek Intertek Intertek. Intertek Intertek Intertek Inlenek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative Intertek Testing Services NA,Inc. SD 12.1.2(11/11110)Infarnative $olar 0=0 SolarEdge Power Optimizer solar=oo Module Add-On for North America P300 /. P400 P405., .......................... .................... SolarEdge Power Optimizer Pi -00 P-4-0-5. ----------- (f.,thin 61.modules) Module Add-On For North America RaINPUT ted ......... A9.0� .............. 'A1JS'*0'Iute Maximum Input Voltage t yol 48 80 125 Vdc P300 P400 P405 Paz _(yq��at ...... ..... ....... ........ .......... . ........­­yi.�... :.1 65�......... ............ .................*.................................................... ........................ Maximum ShortCir'u Ad, ......................­ �,,,... Maximum DC Input Current Adc ............................................................ ............I.......... - � Max mum Efficiency ............................................................ ...... ....................................................... ' — . .. Weighted, ... ......... ..... 9ii %.. ffl ....... .. ..... . ....... ....... . tmeLat2E'L it . OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) A, .....................................................6.0................ ...............I............ _ Adc Maximum Output Voltage OUTPUT DUIIU�LG STANDBY((POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) t Out p_u!_V�iTL' H�W'er :STANDARD COMPLIANCE ........................ ......... . FCC..................... ............. ....... 00063 .......................... ... Safety IEC R.HS yes INSTALLATION SPECIFICATIONS .f p. t. o Maximum Allowed System Voltage 1000.............. Vdc ............. 1 Pxxx_2'e'­ 141 x 212 x 40.5/5.55 x8.34 x 1.59 Dimensions(W x L x H) Pxxx-5,series I i�'i'x'152 x 48./ m/m I X x 1,89 WeIghtincIuding cables) . . ........ .... 1- P.xx-5 series . - . Input Connector . . ... . . ................D...................... ... .... ...... . .............. Double Insulated Am phenol ...................... ...........*... I ............... 0.95/3.0 ......I..... .... ......... ... . .................................... Protection Rating ....... ............................... ............G'P�... P­5 series .......... .............. 0 100 PV SYSTEM DESIGN USING ASOLA�ERGILINVERTE0) SINGLE PHASE THREE PHASE 208V THREE PHASE 480V q i Minimum String Length ................................. ..... ............. ...... PY power optimization at the.module-level ................1......... Maximum String Length 25 25, 50 ................... ......... .......... Up,to 25%more energy Tq S?�q ­w ..�PxiT P��S�('ng�................. ......I.......... Superior efficiency(99.5%) Parallel Strings of Different Lengths Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ....... ...... ............................................ ...... ................... ........... Flex'ible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring Module level voltage shutdown for installer and firefighter safety USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA www.solaredge.us Nil IRONRIDGE ROOF Mount System AUTHORIZATION TO MARK !rThls authorizes the application of the Certification Mark(s).shown below to the models described in the Produd(s)'I !Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing :'Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Report. i �. This document is the property of-lntertek Testing Services and is not:transferable.The certification mark(s)may be 4applied only at the location of the Party Authorized To Apply Mark. _ 91 - 'Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. 1495 Zephyr Ave 1435 Baechtel Road Address: Address: Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA 4: -. - Contact: Yarn Schwarz Contact: Jim Norsworthy -�....-,�-..a.,w.,..'. _... (800)227-9523 Phone:. (510)225-0973. Phone: (800)227-9523 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironridge.com Email: jorsw rlhy@ironddge.com Party Authorized To Apply Mark:: Same as Manufacturer Report Issuing Office: Lake Forest,CA 9 a'p _ ,_,_,,,.�_.n>. �� •^ -`°"-' Control Number. ,-4007559 Authorized-by , .._ .-- for Thomas J.Patterson,Certification Manager ETL CLASSIFIED N 1 ETA �s Built for solar's toughest.roofs. Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit �eeemore xas^°a^o�aamo^same amaemem.ms,rexaswmes^o-aon�roa^vwnr omarmanm me cNea^ascoraasoe�;inmeaoraamem ^ri�.a.°e^se«mmaa°o�«,ee and proven in extreme environments. e i e xeammn ouau m arc abeaaa as s« a,em°� ,araaambA°m«ear^e ear a^o r a,me^Ma°��a srcrexacemr�r^ma s _ ,ea,cmemu°co^e�eo^s hm eurm me aaHemem a^a m ma nw,o�za�a�m Mane n^r runner use acne mte,rex^amemr ue sob or°weeucemnu orme te�ama.enal Goam or muv m"xa°«oeenemnc cr ;ai Eaa«ra��saw reawr ae sery res- irae wroosea ssenns ewroer�axusaaeaine cane,®m^merxma�°a,oe w.;�nnasareesea. Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and °rare^abrma,«eba aema w^ee°xr�m a^aee ar"gem am a°e en,a "m ra oe. is also,why our products are fully certified,code compliant and backed by a 20-year warranty. Intertek Testing Services NA Inc. - 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone:800-345-3851 or 847-43g-5667 Fax 312-283-1672 Strength Tested PE Certifled UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate.. I' Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 ► ' All components evaluated for superior ►nIJ/ Pre-stamped engineering letters structural performance. available in most states. Product: XR Rails with-Into rated rounding. Brand Name: NIA - Models: 51-61GD-005,51-61GD-005B,51-5000-001,and 51-65-001 F-61 Class A Fire Rating Design Software Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. (FBIIntegrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 .ATM Issued:10-Nov-2014 ED16 J.1S(t.�an1]I M°Mm^ry MEMO 0 AES IRONRIDGE 'Integrated Grounding System Installation Overview IMInstall Roof Attachments Simplified Grounding t •Install appropriate roof flashing and/or standoff for roof type. For Greater Safety& Lower Cost t Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching lugs,bolts or clips to the module frame,then connecting Prepare Rail Connections these.to a copper conductor that runs throughout the array.This process adds time and cost to the installation, 'Insert splice into first rail,then secure with Grounding Strap and �F and often results in improper grounding;creating self-drilling screw. significant long-term safety risks. •Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. ! challenges by bonding modules directly to the mounting rails.This approach eliminates separate module Mount&Ground Rails grounding hardware,and it creates many parallel ® �' grounding paths throughout the array,providing Attach rails to L=Feetand level rails. greater safety for system owners. Grounding Mid Clamp •Install one Grounding Lug per row of modules. Each Grounding Mgd Clamp pierces through the •Connect:Groundin Lug to.grounding conductor. - anodized coatings of both the module frame and g 9 9 g the mounting rail to form secure electrical bonds, - - which are repeated throughout the array. Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. u r Testing&Certification Module Frame Compatibility The IronRidge Integrated Grounding rep o&. System has been tested and certified to Dimension Range k 0 UL 2703.by Intertek Group plc.. d an A 31.Omm-51.Omm cx - �, R 5.08mm(minimum) 4 ._ ,. UL 2703 is a proposed UL standard a. v o� for evaluating solar module mounting My module frames whose parameters are not listed In the o and clamping.devices.It ensures these provided table have not been tested for compatibility. _ dCk F, devices will maintain strong electrical and 3 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and A 72-cell solar module frames with box construction and a range of . f environments. anodization thicknesses. 2 The testing process closely mirrors that t7, All solar modules listed to UL 1703 and with frame construction Grounding strap t of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding straps are used to ' standard,including temperature and IronRidge Integrated Grounding System. bond rail-to-rall connections. Grounding Lug They are only required on the humidity cycling,electrical and mechanical conngleect Grounding Lug g quality O Go to ironridge.com/ig rail with the grounding lug. :connects an entire row load testing,and manufacturing of.PV modules to the reviews. .. U_ grounding conductor. lido 8431 Murphy Drive , Middleton,Wl-53562USA _ Starling Madison Lofquist, Inc. . Telephone.608,836.4400 Cons al:I i'ng 51 ru'c t ura 1. and Fare ns,ic Erigin a e-rs csimile: . Fa ' 608.831.9279 - - wwrv.lntenek.com -="r `• _5224 South.39°i Street,Phoenix Arizona , rizona:85040 Test Verification of Conformity tali(602)438-2509 fax:(602)438-2505 wwwsmleng.com IronRidge June 16,2014 in the basis of the tests undertaken,the saniple(s)of the below product have.been found to comply with the requirements of 1495 Zephyr Ave Page 1 of 1 I the referenced specifications at the time the tests were carried out. Hayward;CA 94544 Applicant Name&Address: IronRidge,Inc'. Attn:Mr.David F.Taggart,Vice President Products " 1465 Zephyr Ave.He CA 94544 Subject: IronRidge XR 10 Rail,Roof Flush Mounting System—Structural Analysis USA: - Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Ranne: Characteristics: -Flush Mount(Symmetrical).Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XR10 Rail for the subject solar module support system and - and 3,.listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Typel, - detennined that,for the configurations and criteria described,below,it is incompliance with;the 2 and 3,1istecl photovolt' modules.Tested with a'S"gap(distance between the bottom the applicable sections of the following Reference Documents: - module frame and the roof covering),per the standard this system can be installed at any gap r, allowed by the manufacturers installation Instructions-No perimeter guarding is required" Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: '' ' 51-61GD-005,51-61GD-0058,51-5600-0o1 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount - Other: AC428,Acceptance Criteria for Modular Framing Svstems:Used to Support PV 'Relevant 5tandads: UL'2703(Section15.2`and 15.3)Standard for SafetyIIMounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by]CC-ES Clamping/Retention Devices,and,Ground lugs for Use with Flat-Plate Photovoltaic Modules, .. - - Altuttinuin.Design Mallttal,2010.Edition and Panels,First Edition dated Jan.28,:2015 Refere,ndng'UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat Plate Photovoltaic Module3.and Panels:: The IronRidge XR10 Rail is an extruded altu»inum section with an overall dept11of l.75in.and a net Verification Issuing Office: " Intertek Testing Services NA;Inc. -` area of 0.363 sq.in. The rails are used to support solar modules,typically,on the roof of a building. 843T fnurphy Drive See Exhibit A—attached. The rails are clamped to aluniintmi angle brackets that are either attached Middleton,WI 5m62 Date�of rests: 08/27/2014 to 03/17/2015 directly to the roof framing or attached to a stand that is screwed4o the roof framing. The rails are Test Report Number(s): 101769343MID-001r1;101769343MID-001a,101915978MID-001&101994492MID=001ar1-crl. mounted across the slope with a small clearance(flush mounting)[O the underlying roof structure. This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically;.; The installed solar modules are at the same slope as the underlying roof structure.. imply product certification.: - All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of. Completed by: shad Naggs Reviewed by:' Gregory Aue'n the rails. The maximum span of the rails is governed by either the mid-span flexural stresses of the Title:' Technician II,Fire Resistance Title: Engineering Team Lead Fire Resistance deflection requirement that the rail not come into contact with the roof.' J P �\O ectio equi . Signature: '.J� Signature: rJ '��"�' Date; o3/so/2o15 Date: 03/3o/z`v15 The effect of seismic loads(for all design'categories A-F)'have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore;the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4;5, &6 below for?-27 degree slopes,and Tables,7;8&9 below f6r,28-45 degree slopes. This Verification isfor the esclusiveuseoflat—A's clientondis providedpurs ant to the ogre antbetween lnt—k and its Cie.-tntanek's responsibility andliabillry-ar limited to the terns and conditlansfrheagresraenr Intartek me,no liability to any Party,otherrhan to the Clientin'accordance with the agreement,for any loss,e.pense or damage occasioned by the use of this Verification Only the Client is authorized to pen nit piing or distribution of this Verification.Anyuse afthelnteneknameoroneofits arks forthe salee yr ndveRnemenf of ilia[estetlmutrrial,prnducr or servicemustfrsfb pprovedin witting by lnrerteA'-The observations and tealinspec0on results Starling Madison Lofquist,Inc. :Consulting Structural and Forensic Engineers efererced in this VerIJ¢atlan ore relevnnt only to the sample tested/in,pected This Vrific,tron by Itself doesnot imply that the material,product,o,service Is or has ever been under an lntertek certification program. GFT-OP-11a(24-MAR-2014) IronRidge J Line.16,2014. IronRidge June.16,2014 Mr.David F.Taggart Page 5 of t I Mr.David F.Taggart Page 6 of 11 IronRidge XR10 Rail,Roof Flush Mounting System Structural Analysis IronRidge XRIO Rail,Roof Flush Mounting System-Structural Analysis Table 4-MAXIMUM SPANS'(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind Ground Snow Load XRLO Wind - .Ground Snow Load Rail Speed' Rail Speed 10 20 30 40 50 60 70 80 90. 10 20 ..30 40 .50 60 .70 80 90 Exposure mph 0 psi psi psi sf psi sf psi sf sf psi Exposure mph 0 psi psf0 psi psi sf sf sf sf psi Psi 100 75 65 . 55 49 43 39. 35 33 31 29 100 72. .65 55 49 43 .39 35 33 31 29 105 75 .65 55 49 43 39: 35 33:' 31 29 105 69 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 - 35 33 31 .29 110 66 - -65 55 49- 43 39 35 33 31 29 120 75 65 55. 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 Cateegory 130 75 65 55 49 43 39 35 33 .31 29 CateBgory 130 56 56 55 49 43 39 .35 33 31 29 140 71 65 55 49 43 39 35 33 31: 29 140 52 52 :. 52: 49 43 39 35 33 31 29 150 66- 65 55 49 - 43 39 35 33 -31 29 - 150 49 49 49 49 43 39 35 33 31 29 160 62 - 62 54 48 43 39 35 - 33 31 29 160 :46 46 46 46 43 1 39 - 35 33 31 29 170 59 59 53 47 43 39 35 - 33 31 29 170 43 43 43 43 43 39 35 33 31 - 29 100 75 65 55 49 43 39 35 33. 31 1 29 100 61 61. 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 75 65 55 49 43 :39 35 -33- 31 29 - 110 56- 56: 55 49 43 :39 35 33 31 29 120 70 '65 55 49 43 39 35 33-- 31 29 120 51 51 51 49 43 39 35 Ki- 31 -29 - CateCgory 130 65 64 54 48 43 39. . 35 33. 31 29.. Category 130 48 :48 48 48 43 39 35 33 31 29 140 60 60 53 48 C 43 39 .35 33 31 29 140 44. 44 44 44 43. 39 35 33 31.. 29 150 56 56 52 47 43 39 35 33 .31 29 150 41 1 41 41 41 41 &: 3 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 . 39 39 39 33 31 29 170 50 50 50 45 41 38 35 33 311 29 170 36 36 36 36 361. 33 31 29 100 75 65 55 49 4a 39 35 33 31 29 100 56 56 55 49 43 33 31 29 105 73 65 55 49 43 39 35 33 31 29 105 54 54 54 49 43 33 31 29 110 70 65 55 49 43 39. 35 33- 31 29 110 52 : -52 52 49 43 33- 31 - 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 33 31 29 CateDgory j30 60 60 53 47 43 39 35 33 31 29 CatD ory. 130 44 44. 44 44 43 .:39 35 33 31 29 -140 55 55 52 46 42 39: 35 33; 31 29: : 140 41 :41 41 -41 41 ..39. 35 33 31 29 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 49 49 - 49 45 41 38 35 -33 31 29 160 36 36 36 36 36 36 35 33 31 29 170 46 46 46 44 40 37 35 33 31 29 170 33 33 33 33 1 33_ 33 33 33 31 29 Notes-see page t I - - Notes-see page 1 1 - Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Strtictural�and Forensic Engineers. I :IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 7 of I Mr.David F.Taggart Page I 1 of I IronRidge XR10 Rail,RoQfFlush Mounting System Structural Analysis IronRidge XR70 Rail,Roof Flush Mounting System-Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria: XR10 Wind Ground Snow Load :1. Building mean roof height=30 It - Rail Speed 2. Risk Category I Exposure mph 0 sf 10 20 30 40 : 50 60 70 80 90 _ p p p sf sf sf sf sf sf sf sf sf 3. Solar module long dimension=67.5 in 100 59 59 55 49 43 .39. 35 33 31 29 .. 4. Provide 2 in.clear between roof and rail. 105 56 .56 55 49 43 39 35 33: 31 .29 5. End cantilever span(max)=0.40 x maximum span from above tables 110 54 54 54 49 43 39 35 33 31 29 6. No rail splices in end spans 120 49 49 49 49 43 39 35 33 31 29 7. No rail splices in middle 1/3 of interior spans Category 130 46 46 : 46 46 43 39 35 33 31. 29 - 8. Single simple span(s). Spans listed in the tables above may be multiplied by 4.08 for B 140 42 42 42 42 42 39 :35 33 .31 29 continuous rails of 3 or more spans. - 150 40 40 -40 40 -40 39 35 33 31 29 160 .37 37 37- 37 37 37 35 33 31 29 - 170 35 35 35 35 35 35 35 33 31 29 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 50 50 50 49 43 39 35 33 31 29 in a workmanlike manner in accordance with the`IronRidge Roof Mount.Installation.Manual'by 105 48 48 48 48 43 39 35 33 31 29 IronRidge and generally accepted standards df construction practice.Additional information is 110 45 45 45 45 43 39 35 33 31 29 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 42 42 42 42 42 39 35 33 31 1 29 1 the loads associated with the given array shalLbe.the responsibility of the Contractor or Owner and Category 130 39 : 39 39 39 39 .39: 35 33 - 31 29 C not IronRidge or Starling Madison Lofquist. 140 36 36 36 36 36 36 .35 33 31 29 150 33 1 33 33 33 33 33 33 33 .31 29 160 31 1 31 31 31 31 31 31 31 31 29 The adequacy of the.supporting roof-framing is to'be determined by others. 170 .29 29 29.. 29 29 29 29 29 29 29 100 46 46 46 46 43 39 -35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 - Please'feel free to contact me at your convenience if you have any questions. 110 42 42 42 42 42 :39 35 33, 31 29 120 38 .38 38 38 38 38 35 33 31 29 Category 130 35 .35 35 35 35 35 35 33 31 29. D Respectfully yours, 140 33 33 33 133 33 33 33 33: 31 29 150 31 31 31 31 31 31 31 31 31 29 160 29 29 29 29 29 29 29 29 29 29 a RESJ. ^yc �`� /• 170 27 27 27 27 27 27 27' 27 27 27 Tres Warner,P.E. WARNER m CIVIL n Design Division Manager No.aaaa2 Notes—see page .. o�'�S/ONAL E�G�� ��Y•.P t . Starling Madison Lofquist,Inc. Consulting Squctinal and Forensic Engineers .Starling Madison Lolquist,Inc. .. Consulting Structural and Forensic.Engineers. E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions r InstallatlonTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, .....___....�_.._.�. -..IrEM_ ..._..... ....._.____ _..__.,.._..,_., drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. DESCRIPTION QTY./BOX; I. FLASHING,7'X 12'X.040',5052,MILL I - 2 QBLOCK:CLASSIC.A360.1 CAST AL MILL 1 _3 PLUG,SEALING,5/I6"X 7/8,EPDM/18-8SS 1 ,� -- '°� ' '' 4•e pr :. 4 _LAG SCREW,HEX HEAD.5/16'.x 5.1/2",18-8 SS I ,- ` f 5 WASHER,FENDER,5/I6"IDX1-I/4"OD,18b 5S 1 RACKING COMPONENTS - NOT INCLUDED - 5 4 1.25 J- 3.I �_,t_-•,/''s Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert Flashing between 1 st and 2nd course.Slide I - mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 3/4'higher mounts will be placed. as required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower 4,50 next page. flashing edge is above the drip edge of 1st course. Markcenter fordrilling. 2 i -� 2.25 - 1,29 ,.._._.. _... ....._ .._... - .......E ' _ -- T 1, QulckMount PY i �ittLE QMSE-LAG:QMPV E-MOUNT W AVAILABLE IN MILL,AND WITH LAG BOLT BRONZE ANODIZED FINISHES p ' ..... SIZE DRAWr+er DEm REV u .,—mu,.wox—rw °o .xrrtreawcm"wrurwu cnt[m ....` _..� 3[mr°enum"mnu,rawme :�twn�rnnr"twmtxrruuax CE GI11 .OFI ( 'la ,j p. S d 3 2 1, LagTI(Withdrawal)capacities(lbs)in typical lumber: Using drill with 7/32"bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide the flashing into position.Insert the rubber Lag Bolt Specifications and rafter,taking care to drill square to the roof compatible with roofing materials. plug into the QBlock cavity. Do not use mount as a drill guide.Drill should be speem<—ty v1s•ahan p°r 3•mraaa aop!n v16-snan a°rrmreac eepm 'long style bit;aka'aircraft extension bit'to drill Daaslaa F8.LeRn --- —so 298 — -- zfis -- 135"deep hole into rafter. OouS!ae flr,South .a8 185 235 _...,_......__..._._......... _._ _ _ ....__.. ......_.__. E galr Sp m.LMa .Ia Plna(MSR 16W t 8 h guar) -.G6 MS 235 -}a717 H m F _ ... 13 636 2 .. >351,"'b '•a-/ Hmp,F'(N°rN) 46 786 Southern n'ne 55 921 30T ti .�' Spuro,P'ne,F'r 02 615 2115 a ' Spruce Plno Flr(E oi2m p dh'g°r greapa or MSR e,a MEL) 60 1.8 Saurces:Amencan Wood Counc,ND52oD5 Table 112A11.3.2A Notes: IlThreadmustbeembedded ina rafter or other structural root member � - ;, 21 See NDSTable 11 S 1C(or requ red edge d stances - [� a� r QuiJV Mount PVm Slide the washer and the L-foot(not Included)onto Using a 1/2 inch socket on an Impact gun drive RESPECT THE ROOF the lag..W. the lag screw until the QBlock stops rotating easily:- DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 Lotus Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENIERGY ®oe mmm wasIOOm Shielded CATS MMM ago®mm ---p---' IN7ERNET • ® .792=1sem•emmqi _ _ s•, loo,s Lp�.r:o �° �' mme Pee�m A ��' y E70m 0 -'-'• ELECTRICAL' � • • Yx�BssBui➢ er--e--- • • • • • • • A't "'p° „r^ f ®CC®�C SERVICE ---—P-- INVERTER(5) LGATE 120 • • • ,q .�'. PV ARRAY - • _ • DIMENSIONS. SOCKET METER LOCUS ENERGY METER BASE COMM MODULE METER MODULE. 6.951n .. . The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. C=- 4 6.37 in These components work in conjunction to remotely monitor the performance of residential solar energy installation '-.� +� regardless of panel or Inverter type.The LGate 120 is a one-piece completely under glass meter which installs _— - ;- easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SelarOS 1 �-- -�j monitoring platform which-provides a suite of tools and anaiyticsfor asset managers. 5 46 m q .. - �----7.30 in DATA COLLECTION '- - - - - - - - - - AC energy data is collected by the meter and passed to,the Communications module.Additional system performance data can be collected directly from meteorological sensors and supported inverters via available-RS-485 or Zigbee - connections.All data is stored in non-volatile memory and then automatically uploaded to the SelarOS and - SPECIFICATIONS. SolarNOC platforms: - 17'. 4 .- -r... 7 Processor ARM9 embedded CPU. 1.Ac ,acy ANSI 12.20(Class 02%) .I OS Cut n of Lnux"2.6.OTA f updates Vol[g p is 20-480 VAC _ o xa•e NETWORK CONNECTIVITY Memory 128MeRAM t Max.Current mut 200A ..! The communications gateway.inside the LGate 120 supports plua and play connecti vity.throug h a cell u far.or available. Display - LCD screen - - Service Type -Single phase,60 H2 •'Socket Type 2S Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data without any configuration.For maximum reliability,the communications gateway will automatically-route:uoloads Enclosure NEMA 3R Type between the wireless and wired connections if either of the networks are unavailable. - weight 8 62 - ANSI12.20 class 0:29i Dimensions 6:95'x 6.5'x 7.3" - FCC Part I5B. .Environment .20 to 60C.a11-weather PTCRB FEATURES - warranty 5,Y?arImitee—rrenty AT&T Carrier compliance • ANSI C12.20 power meter Easy.low cost installation - • RS-485 and Zigbee inputs Doesn't requirenodeiNumber LGato120-3G, LGato1203Gy 1.6-120.3Gz entrance into the Cellular-3G GSM ✓ ✓ - ✓ ' • GSM cellular or Ethernet connectivity Plug and play activation RS-4852 and 4 wire ✓ - - • Over the air firmware updates LCD display Mpdboa - ✓ - - Zigbee ._ ...... ...... ✓ .. ... Ethernet RJ-4510/100,DHCP/Static ✓ Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application - • Single meter position - '! •.. Receive ANSI C12.10 watthour meters - � • _ • Surface or flush mount(see chart) �. Construction 011 F-Flush Mount 1W'lA ll a '.- • Ring type (U)204 MS68-2"Conduit Hub lA=!k 11 x 4 % " • NEMAT Type U` (U)207 MS68A-MS73+MS68 2A-14, '/a' YP 4F-2•-1th'-1Ua-1" ' 927 MS7Semi Screw Type Ring a 'a ANSI 61 gray Ecoat finish 4G=2tfC 2"-1�h"-1 1i" a, f •Aluminum snap ring included. SF-Semi Flush Mount Top Provision See Chart R A SS-Stainless Steel Standards Accessories • UL 414 Listed • 5th Jaw Kit-50365 •ANSI C12.7 • 200A Triplex Ground-ETB200 Knockout Layouts 011(closed) U204(open) AW Hub - PmVUPc - catalog Amp tewica canmedooa --Fig,1 _ Fig.2 Number Number gating Jaws Type Access Line Load Neutral 9 u 78205142000 Oil 125 4 10/3W OH/UG F14-2/0 114-2/0 114-210 Top Provision Top Provision 78205142040 011 F 125 4 10/31N OH/UG d14-2/0 114-2/0 114-2/0 - 78205142045 OYI MS73 - - 125 - _ 4 10/3W -_. OH/UG 114-2/0 #14-210 - 414-210 - 76205142050 Oil SF 125 4 10/3W OH/UG 014-2/0 d14-2/0 114-2/0 78205144030 927 100 7_ 30/4W OH/UG _ 114-1/0 #14-1/0 d14-2/6 78205156000 204 200 4 10, OH 16.250MCM 16-250MCM. M-350MCM O -78205156020 204 F��� � 200 � -�4 10/8W� OH 16-250MCM d6-250MCM A6-350MCM ' 78205156030 204FMS73 200 4 10/3W OH r f6-250MCM k6-250MCM l6-350MCM 78205156040 204 MS68 " - 200 _= 4 _ 10/3W _OH _ 16-250MCM #6.250MCM _86-350MCM - _ 78205156035 204 MS68A 200 4 10/3W OH 16-250MCM 16-250MCM 16-350MCM - 78205108490 204 MS73- 200 4 -10/3W OH 66.250MCM 16-250MCM :F6-350MCM 4F. - 78205156005 U204 200 4 10/3W UG 16-250MCM 86-250MCM 96-350MCM 4p . �4tFb 4F L4 '7B205156045 U204F .200_ 4 10/3W - UG 16 250MCM 86 L 250MCM -86 350MCM. - u— Fbem _ 78205156060 U204 F MS73 200 4 10/3W UG 96 250MCM C6 250MCM 96 350MCM 1A .78205156070 -U204 MS73 200 4 `10/3W UG 46 250MCM -86-250MCM 56-350MCM ap�y 78205156140 U297 200 7 30/4W OH/UG A-250MCM d6-250MCM Y6-250MCM '1 1A .. 78205156170 'U207F 200 7 30/4W _ UG' d6-250MCM 16'250MCM 16.250MCM 78205156180 U207 MS73 200 7 30/4W - OH/UG d6-250MCM t6-250MCM d6-250MCM Part/UPC catalog Warell Dimensions— Top Knockout - - Number Number Height Width Depth Provision layom - - Fig.3 Fig.4 - 78205142000 Oil 12' B' 41/C AW Hub Fi.1 T o P ' 7820514204D Oil F 12" B" 4s/s" 2"max KO Fig.1 P Pr ion 78205142045 _ Olt MS73 _ _ 12" 8" - 4a/e• AW Hub fig.1, _ Top Provision 78205142050 Olt SF 12" B" 4s/e" 2"max KO Fig.1 d 78205144030- 927 _ v 17•, 8" _ 4s/e'�' AW Hub _ Fig.t 78205156000 204 15" 8" 4s/e" AW Hub Fig.2 =78205156020 204 F .15" 8" 6 2�mar KO_ Fig.2 78205156030 204 F MS73 15" 8" 6" 2 max KO Fig.2 .. 78205156040 204 MS68 15" 8• 45/e' AW/2"Hub Fig.2 O 4F .O M05156035 204 MS68A 15' 8" 4s/s" AW/2"Hub Fig.2 4G 79205109490 204 MS73: 15" :.... 8" 4e/a" : None Fig.2 79205156005 U204 15" 12" 41/e" None Fig.3 78205156045 U204 F F 15' 12" 6" 7-(2)2"max KO "Fig.3 443 78205156060 U204 F MS73 15" 12' 6" None Fig.3 4F aa�: 4Gl 4G A '78205156070 U204 MST! 45' 12' As/e' - None, Fig.3 .: - 7" • . 78205156140 U297 18' 12" 5' AW Hub Fig.4 AIC Note: 78205156170. U297 F :.18" _ 12- 5' 21/3,max KO Fig.4' For short circuit current443 4G 782051561BO U207 MS73 18' 12" 5" AW Hub Fig.4 ratings seepage 131. B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. B-Une b 5 Meter Mounting Equipment Meter Mounting Equipment 6 - by jj-jar - v EcY•N U QC U 5 ENERGY ,October 22nd,.2013 - This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 25 CL200 and 165 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 R12CA11134- 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.ft 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 support(a)locusenerev:com. The Locus Energy Team Locus Energy,LLC www.locusenergy.coni " Classic Conduit Composition Mount I QMCC Classic conduit Mounting instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with _.......... ._._.. ...__._..._. .__.._.._.. 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION QTY. THIS EDGE TOWARDS ROOF RIDGE I FLASHING:T X 12"X.04C',5052,MILL 7- _ _ -aqvri• • • 2 QBLOCK.CGNDUIT,1/16'.6061-ib.MILL 7. WASHER,SEALING.I/CID X 7/B'OD:EPDM .w t{ rgaygq. •._3 BONDED SS 4 LAG SCREW,HEX HEAD,1/4'x2-1/2',IB-BSS AVAILABLE IN MILL,CLEAR ANODIZED, AND BRONZE.ANODIZED FINISHES,12.0 • " 3 � s CONDUIT CLAMP 1.3 NOT/NCLUDE ,,.+'.' "'s"i. 1"" ti:. `xx„•.b.. i . 23 _ Choose placement of conduit mountsalong path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove 2.5 of conduit Select location over center of rafter. above placement of conduit mount.. any nails that conflict with getting the mount Flush with front edge of shingle course.Mark termer for drilling. r m O h If .797 C ulckMotmtP,V ¢ . .996 K! QMCC:CLASSIC CONDUIT F" COMPOSITION MOUNT 02AWN BY: RAO REV 4 c¢ •• f1 I,D TE: 9/24/2013 .. wmu SU y .. Using drill with 1/8"long bit drill pilot hole into Clean off any sawdust and fill hole with roof Lift shingle and slide conduit mount into place. s 4 3 2 I roof and rafter,taking care to drill square to the manufacturefs approved sealant Prepare lag bolt with sealing washer and single hole' roof. clamp(not included)as shown.Insert lag through hole in block,and position clamp over conduit Lag Bolt Specifications sfeclnp cm.er +.a anon per 1 ys•mrexe epdn" v4•arv�n parr 1M1reae nape: I � - ,r Douglas F'r L—h S0 393 225 - DouyesFrSOVLh - .46 353 202 y' '_ Engampnn SFr.ce—ge ,Pine(MSR 16501&higher) .40 353 .. 202 179 3 / •• ... .. Hemem Fr 4 313 1T0 -'4My � - 1 is H (Ni—)'r lN ) SOWM1om Pina .55 455 260 Spruce P'ne P'r - .42 3. 113 SVn ce,P'nef'r(E nl2mlpn ys anetgharyraeaepl MSR—EL) .So 393 225� Sources American Wood Council,Nos 2(1 Table 112 A,1132 A - Notes: 1)Thnead must be embedded lna rafter or othennmcmral roof member. Insert lag through hole in block and position 2)See IBC for required edge dlstances. IMPORTANT:To—linuin water fin it im tent that the aluminum flashln (item 1)is laced under one full course above the mountln blockwiili at least someofthe .clampgu conduit.Using drill with.]/16"socket proo g por g properyp 9 drive lag until block is tight. flashing a#ending up ursder the course above tM1+�..wn too a.n:rn,.rv��ry Iwrk quick Mount PV' Quick Mount PVG, 925-478-8269•www.quickmountpv.com•info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.;Bldg2 Walnut Creek,CA 94598 817.2.3-e Aug-2014,Rev 4 BI 7.2.3-8 Aug-2014,Rev 4 02013 by Quick Mount PV.All rights reserved. it STRUCTURAL ENGINEERS November 11, 2015 Sungevity .66 Franklin Street Oakland, CA 94607 Attn.: To Whom It May Concern re: Job 2015-8705 : Smedberg - 2249970 The following calculations are for the structural engineering design of the photovoltaic panels located at 37 Maushop Ave., Barnstable, MA. 02630. After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA L�H OFM,q q PA U L K. ZACHER TRUCTURAL co 50100 0 7ST �SS�0 AL i Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 35 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor. 1.1 (ASCE7-Table 7-3) I=Importance Factor= 1 pt 0.7 Ce Ct l p9 24 psf, (ASCE7-Eq 771). where pg<_20 psf, Pf min= I x pg= N/A min snow load(roofslope<15°) Where pg>20 psf, Pf min=20 x I.= N/A min snow load(roof slope<15) Therefore,pf=Flat Roof Snow Load= 24 psf ps Cspf (ASCE7 Eq 7-2) Cs=Slope Factor 1.000 ARRAY 1 Ps=Sloped Roof Snow Load= 24.3 psf ARRAY 1 I PV Dead Load-3 psf Per Sun evit Roof Dead Load ARRAY 1 Composition Shingle 4.00 Roof Plywood 2.00 M Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL ARRAY 1 9.0 psf DL Adjusted to 17 Degree Slope 9.4 psf i Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 120 mph Exposure Category C Roof Shape Gable Roof Slope 17 degrees Mean Roof Height 20 ft Building Least Width 28 ft Effective Wind Area 10.8 ft DesigmWind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA *I (Eq_6-15) Kz(Exposure Coefficient)_ 0.9 (Table 673) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed).= 120 mph Importance Factor= 1 (Table 6-1) qh= 28.20 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.84 -1.39 -2.23 0.50 (Fig.6-11) Uplift Pressure= -23.66 psf -39.32 psf -62.97 psf 14.0 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.71 2.71 2.71 Tributary Area= 10.83 10.83 10.83 Footing Uplift= -256 lb -426 lb -682 lb Standoff Uplift Check Maximum Design Uplift= -682 lb Standoff Uplift Capacity = 700 lb 700 lb capacity>682 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 -5116"dia Lag Number of Fasteners= 1' Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 lb Fastener Capacity= 820 lb 820 lb capacity>682 lb demand Therefore,OK ARRAY 1 PASS w=49 plf Dead Load 9.4 psf PV Load 3.0 psf Snow Load 24.3 psf -2x8 Rafters,@,16"o c Member Span=11'-8" Governing Load Combo=DL+SL Total Load .36.7 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wLA2)/8 = 831.525 ft# = 9978.31 in# Actual Bending Stress=(Maximum Moment)/S =759.4 psi Allowed>Actual--54.7%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.166 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) (5*w*LA4)1(384*E*1) = 0.306 in U458 < U120 Therefore OK Allowed Deflection(Live Load) _ L180 0.777 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.203 in U690 < U180 Therefore OK Check Shear . Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) ` Allowed Shear = Fv*A =1468 lb Max Shear(V)=w*L 12 = 285 lb Allowed>Actual=-19.5%Stressed -- Therefore,OK Per 2009 IBC Chapter 34 Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof _ 1870 sf 9.4 psf 17581 lb Ceiling 1870 sf 6.0 psf 11222 lb Vinyl Siding 190 ft 2.0 psf 7612 lb (8'-0"Wall Height) Int.Walls 190 ft 6.4 psf 1 24358 lb Existing Weight.of Effected Building . 60774lb. Proposed Weight of PV System Weight of PV System(Per Sungevity) 3.0 psf Approx.Area of Proposed PV System 370 sf Approximate Total,Weight of PV System 1110 lb .. 1.0%Comparison 10%of Existing Building Weight(Allowed) 6077 lb Approximate Weight of PV System(Actual) 1110 Ib Percentlncrease 1.8% 6077 lb>1110 lb,Therefore OK i i i f=Cli--�-- STRUCTURAL ENGINEERS November 11, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 Subject: Structural Certification for Installation of Solar Panels Job Number: 2015-8705 Client: Smedberg -2249970 Address: 37 Maushop Ave., Barnstable, MA. 02630 Attn.: To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sungevity. From the field observation of the property, the existing roof structures was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood that is supported by 2x8 Rafters @ 16"o.c. at ARRAY 1. The rafters are sloped at approximately 17 degree and have a maximum projected horizontal span of 11 ft 8 in between load bearing walls. Design Criteria: • Applicable Codes= 2009 IBC, ASCE 7-05, and NDS-05 • Ground Snow Load = 35 psf • Roof Dead Load = 9.4 psf ARRAY 1 • Basic Wind Speed = 120 mph Exposure Category C • Solar modules= as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. If you have any questions on the above, do not hesitate to call. Prepared By: IN OF* 9 PZSE, Inc. -Structural Engineers PAUL K. Roseville, CA ZACHER TRUCTURAL 50100 O /SJ IE SS/ONALENG f DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: E.O.M.S Name of Waste Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I I s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—61h Edition I Oi"g �reofermit Applicant 11/13/15 Date 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 endorsements. PRODUCER CONTACT NAME: The Hamilton Group, LLC PHONE FAX 3 Wing Drive E-MAIL EXt:973- 9 -229 A/c No): Cedar Knolls NJ 07927 ADDRESS: INSURERS AFFORDING COVERAGE NAIC H INSURER A INSURED SKYLI-3 INSURER B:S eC I e Ins Co of the S, East 3992E. Skyline Solar LLC INSURER C:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 INSURER D: West Bridgewater MA 02379 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1089928575 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS B GENERAL LIABILITY S 2106548 /6/2015 /6/2016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100,000 CLAIMS-MADE � OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY PRO- X JFQTLOC $ B AUTOMOBILE LIABILITY A 9093015 /24/2015 /24/2016 Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OW Per accident NED X SCHEDULED BODILY INJURY $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2014 0/11/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 $ C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2015 3/8/2016 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ORY I T R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000.00 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000.00 B Installation Floater S 2106548, /6/2015 /6/2016 Any One Occurrence $25;000 Property Business Property $100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) 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 t7 19RR-2010 ACORD CORPORATION. All riahts rpsprvpd. j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ® G' Map a Parcel 0+ 7 Application # Health Division Date Issued _7� Conservation Division Application Fee ZD V Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 1 Project Street Address 3Ma,-,shop v-L, - le- A etc, Village (� Owner Q1c)6-2 Snne-Abvx� Address 3 coo ko v(- v Telephone W1 . ro Ss Permit Request L n 0- a s� cap . CO(I(\44 rO. 4�e,--1 0n CLA LOA �4 j�l 1w -`a 1'b0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size S�a!�3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family CIg Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other C:) Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ CD rn Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: )> N _ C/) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# W Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `� h s Telephone Number 73,,l 354 3111 Address 11y TUC no, �0 License # 0Q7 0 Y] AAA 013 I Home Improvement Contractor# 7aa ky Email PV n (NLSQluc Adr Worker's Compensation # VW(,-100-(,01S,339-)0)5,4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �, DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL x . GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable 'ME roy, Regulatory Services do Thomas F.Geiler,Director Building Division MUMSTABM 9� MASS. `�g Tom Perry,Building Commissioner '•rEp p�p`l A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: a/26 �0 Name:_ 14• SMf"-0M/2'6 Phone#: 761' 8-668 y Address: 5`1 l41,(:216, ' Avg Village:342R05T�[ Name of Business: /401 d eLIAL - AA676e' 1 Nl��ACXI Tr$ 1! Type of Business:407URd 7j1/1_ Gd/t1&TlQ/I!//Lf;�_7 Map/Lot: Zq 8 d g7 6-0 6 8 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall-not be.discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the-street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.5/30/03 TO ALL NEVV BUSINESS OWNERS DATE: 62 36 d Fill in please: 14 APPLICANT'S YOUR NAMC / L+7 14 BUSINESS YO R HOME ADDRESS: 37 N1�4SrY�lg1/fE 7 Bl-9>38 o +� 2ii/S r Nl z 6 6 Mam TELEPHONE Telephone Nui ber Home d NAME OF NEW BUSINESS 4uroQyAL - E,+Srevul TYPE OF BUSINESS Ad fOM Ti(,E A,4� IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building divi ion? YES NO ADDRESS OF BUSINESS 3-70 P � T . MAP/PARCEL NUMBER .7 g O t_ t 8 When starting a new business there are several things you must do in prder to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor- Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St.—(corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSIONER'S OFFICE... This individual has bewformed of permit requirements that pertain to this type of business. ufhorized SicpTature** COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature'* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has..been informed of the.licensing requirements that pertain to this type of business. Authorized Signature*' COMMENTS: Business certificates(cost$30.00 for 4 years). A business certificate ,ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved "SIGNIFIES APPROVAL FOR,:A BUSINESS CERTIFICATE ONLY. (f QACONSUMER\Lois\CA Forms\newbusfrm.doc 2 { I Engineering�Dept: (3rd floor) Map (, Pcarrcel Permit# 3`�1W3 j House# � ( Date Issued /0 l fcm 0�Board of Health(3rd floor)(8:15 -9:30/1:00� 7 is `' --Fee' l0 - �zJ Conservation Office(4th floor)(8:30-9:30/1:00 2:00) /D SEPTIC*_ T lST BE Planning Dept. (1st floor/School Admin. Bldg.) INSTALL ������ DefinitivePlan Approved by Planning Board 19ENVERONDE AND TOWN OF BARNSTABLE TOW�A ®NS Building Permit Application Project Street Address Village `nn • Owner yJ�1•�-- �Z,�c� E�7o►J Address Telephone Permit Request -N X\V-Lk 9.00 Q 13 k i x 1 -First Floor MY square feet Second Floor square feet Construction Type db� Estimated Project Cost $ �LO OQQ ` Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No 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 7 gib� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing ,.y New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �No If yes, site plan review# Current Use Proposed Use Builder Information ?--'L d / Name WA(V EQ- 2 jt'Yl0 `� : Telephone Number C Address -De 6O>r- (o5� License# 4:25 000,i-pas 21A ,4 Home Improvement Contractor# y 9 y Worker's Compensation#, 6o C 3d//63 q,j NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Y.e,ef-_7 C111 05 1&1411I 04 SIGNATURE ! DATE 1412 BUILDING PERMIT ENIED FOR THE . LOWING REASON(SY— At i - ' C1' FOR OFFICIAL USE ONLY _ Sw PERMIT NO. DATE ISSUED Ilk MAP/PARCEL NO. 4 - _ ADDRESS Y �= w , + f VILLAGE : .. OWNER _ 4 { 4 i DATE OF�NSPECTION: FOUNDATION s F y { n . FRAME INSULATION,, FIREPLACE ELECTRICAL: ROUGH FINAL R , PLUMBING: ROUGH FINAL GAS: _ ROUGH W° FINAL FINAL BUILDING � =art+ � F � + r i :� • DATE CLOSED OUT. ASSOCIATION PLAN NO., ! , # _ _ °F TFIE t . The Town of Barnstable • 1ARNSfARMMAM • 9ebA 16 9. ,m�' Department of Health Safety and Environmental Services rED �► Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW 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: AQZ�1\0 Estimated Cost ��,OOa Address of Work: 32 A/lks4roo AV Owner's Name: Iltni m iJ NLL 4 A ktc L Date of Application: 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 THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the o er. /0-2 9�jaix�� Date Contractor Name Registr ion No. OR Date Owner's Name q:forms:Affidav MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 .0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-5-1998 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 59 Your Home = 59 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 181 38.0 0.0 5 WALLS: Wood Frame, 16" O.C. 278 15.0 3.0 19 GLAZING: Windows or Doors 50 0.310 16 GLAZING: Skylights 8 0.600 5 DOORS 21 0.350 7 FLOORS: Over Unconditioned Space 195 25.0 7 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date r h MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.0 DATE: 10-5-1998 Bldg. Dept. Use CEILINGS: [ ] 1. R-38 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.31 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.60 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-25 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. i DUCT CONSTRUCTION: [ J All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems. ----NOTES TO FIELD (Building Department Use Only) ------------------------- i 5 pr �?c5c CAI i7J61j ` SaN. �� IL "p 3•�9 MES� JA Q� ' CERTIFIED PLOT PLAN °�u�►� BA.�NsTAB��, MASS. I CERTIFY THAT THE ��uwc�A7'd'V R. J. OWEARN,.INC.; RLS,,"FRS ►HOWN ON ' THIS PLAN HAS BEEN 1346 ROUTE =f34 OCATED. ON THE GROUND AS INDICATED. EAST DENNIS',' MASS: nA0,i S' 4'T1DiV DATE ti. ` 0 (r4A)U& Boas FSMDZLnM B11 & Alice Heaton scale NONE DENSMORE South Yarmouth 37 Maushop Ave. REMODELING "wate tt° Barnstable Ma. d° 9-1-98 WS.-394-7240 (508) 362-6397 job number r a yea IUMDUM 901 & Alice Heaton awls NONE P.O. BU = 37 MaU811 Avis DENSMORE s� Yarmouth dote REMODELING uset� Bar nstable Ma. 9-1-9e 02664 Boa.-394-7249 (508) 362--6397 job number 2x10 p.t. joist .16"o.c. gals. joist hangers both ends single house band laged to house 1/2 x8" 2' o.c. dbl outside band dbl 2x10 center beam 7 6 to center 12" x 48" concrete filled footing 4x6 p.t. post anchored to footing rr 15' FLOOR FRAME naNeWU M=DK= Bill & Alice Heaton scale NONE P.O. 9 37 NONE Ave.DENSMORE Ye:�� P crate REMODELING o uftlts Barnstable Mo. 9-1-98 &K-394r-VA9 (508) 362-6397 Job number 15LB.FELTPAPER 3 TAB SHINGLE RIDGE VENT SINGLE 2X10 BEAM EXTERIOR FINISH TO MATCH HOUSE R-30 CEILING INSULATION TRIM STAINED SMOOTH PINE 2X1O ROOF FRAME. 160 O.C. SIDING WHITE CEDAR SHINGLE 4X6 FIR COLLAR TIE LAG TO RAFTER 1Tt2X4 WALL FRAME. Jr O.C. R-15 WALL INSULATION 1/2- DRYWALL WALLS k CEILING 4'-am 1 t/Y 2X10 FLOOR FRAME. IV O.C. 1 1/2' 3/4' T&G SUB FLOOR 1X6 T&G FINISH FLOOR R-19 FLOOR INSULATION 1 1/2' flMr ' CARRIAGE BOLT PSON POST ANCHOR 4' '� _,o• WALL. SECTION DMO M EM REKOD>;I.>ZiG Bill & Alice Heaton scale NONE DENSMORE P.O. BM��uth 37 Maushop Ave. date REMODELING w we"'s Barn 9-1-98 Stable Ma. job 606- r�4g 508 362-6397 number r 15, 3' 9 g ' 5' ILL r. r-s• 7, y. J 10•L. RIGHT VIEW DENM OM RMIDDE MG BUI Alice Heaton scale None DENSMORE Box 37 Maushop Ave. REMODELING hu""m Barnstable Ma. date 9-1-98 fift—W-7249 (508) 362-6397 jab number r 15' X-7" O 5' il LLI I ILUI 3 3 7'—s' _.` .` 4 LEFT --�10'�-- VIEW DE OMBE Z=DKG BUI do Alice Heaton scat® P.O. BOX 659 None DENSMORE south Yarmouth 37 Maushop Ave. date REMODELING "ntto Barnstable Ma, 9-1-se b08'- 508 362-6397 lob number C o o . 4' —1100L 1X 1w , Front VIEW DE aMIM EEI[OMMMG Bill & Alice Heaton "' None P.O. Box 09 DENSMORE south Yarmouth 37 Maushop Ave. date REMODELING O�h�°°t� 9-1-98 608.-994^7Z49 Barnstable Ma. 1 number Assessor's office (1st floor): "pp " Assessor's map andlot number ....` Q...'� ........ o o� r SEPTIC SYS�fyM �'d��0 i THE t O Board of Health (3rd .floor)' E INST IN Sewage Permit number ......I... ....... g......g6. ........%... WI rp ! BAHB9MLE, Engineering Department Ord floor): MA°a �a7 ve ENVIRONMENTAL CODE i639. e�0 House number ..................................W..5-7......................... Y a` APPLICATIONS PROCESSED 8:30=9:30 A.M.and, 1:00-2:00 P.M. 'only irAVNN REGULATIONS DYF TOWN ;OF BARNSTABLE BUILDING "'INSPECTOR APPLICATION FOR PERMIT TO .Jf./.n....�� .r..... .CR.. ►Q. ............................................................. TYPE OF CONSTRUCTION .... PP.0:.......................;....................................................................................... ' ....................... p�. ......19..®� TO THE INSPECTOR OF�13 ILDINGS: The undersigned 7 hereby applies for a permit according to the following information: Location ....c.Jl.../ u.,3Lop.... fd ........3.4.ru/.5,,r to1.t,................................:.................................................... ProposedUse .. h..... M................................................................................................................................................. ZoningDistrict ....�..................................................................Fire District ................................................................................ Name of Owner ...!..` (?!�b!)A.. ....9....17,ke04..................Address 5.7�/�,:S:40—p..AA�e.... � � 1�'�' .... � s Name of Builder ti .�"sa01 /± ./ ..............!2..................................Address /93.. ��r�l... .....� Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ....................�............................................Foundation ���'l1 / ..... Z.O/�`u ..........lI�dG . ........... Exterior ....... Roofing s ......................................................: Floors ....... t flY[J:..T...........................................................Interior ..l� t'I/OG+� ....... Heating ........... ki.C.......................................................Plumbing ........./44l..h..Iplr........................................................ Fireplace ,/� n p .......�!:�h.'�...........................................................Approximate Cost ......o��wQe.................................. . Definitive Plan Approved by Planning Board ______ _ J----------19 __. Area .......................... ........... Diagram of Lot and Building with Dimensions Fee 1............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH oat ►vt way fX�Sj/NG I Sir •o� P� CPYO' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . .... . ....... .....`.S{............... .......................... Construction Supervisor's License O A..P4.15............... t � i•f , - k. HARRIS, THOMAS H. C 28876 ADDITION No ................. Permit for .................................... 1 � ' r' Single Family Dwelling R ................ ............................................................. f - '37 Maushop Avenue , Location . Barnstable .. Thomas H. Harris Owner ......................................................... .......... Frame • Type of Construction - .• s .................................................... ....... - Plot ........ Lot ................................ w.. Permit, .� ......�. .� � Ar F Granted JT�u r-y.. 23.........19' -86 Date of Inspection `..............� .,...........19• r 7� Date Completed ................ ..'. o Z ......19 r , j- i • `} to 0 $ .cry_; (i hV ` TOWN'OF BARNSTABLE 21 236 ..Permit No. Building Inspector ...� y� .•- Cash — °" OCCUPANCYPERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed; or enlarged,use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to RwmeU A tiibun, Inc.. Address BaAn&t bte tot #8 37 MwAop Ave., 8rt iatabte Wiring Inspector } _ <l �� r� '�'` Inspection date Plumbing Inspector _ Inspection date Gas Inspector 1 Inspection date Engineering Department �� ,��� � _ Inspection dateZZ 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. �r �� 9 t: eeBuilding'Inspector .... __ _ '$ �' {`�,: i• , 'C;' _ vs e 6 f+Y�Cuk� ,�,�+-t w:� g k? ..71 } 4 f rl ". 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DAMES N � i A'HEARN -+ A .�.�`�,�,�\—i�I��*1,��,1 ao;ann 4 F 9 c° a �- CERTIFIED PLOT PL/,1fN o.8 . r. fU5'T�1 . MASS:IR Az { v _ G J 7''�+" ' 4*! :f 1,"'/,� Vie" ,,.< F ' ��+, ,� �� I ;CERTIFY THAT THE ,�=au.hr� �Trn�/ R. ✓ O HEARN, lN�', RtS, RS ,�� s' SHOWN QN THIS PLAN HAS BEEN 1348.'IROUTE r134 ' {>' ' � ' �} `'�, EAST EN<NIS, MASS` 'k LOCATED 'FON THE ,G�rROUN/D^ 'AS INDICATED n� �~ e �a r 'rL a ,�����; i�� / /`�rr��� , �/a� ;�41 r� i' �J'I }� .. = a. iI �,. z.: DR.T �� �' �Cs13LE,� r 1> .fir',!?r�1 S' T!� N/Aft S 7 ' , r* . t-r�J�< T F,�E,� !r .�++,. I r ;Y f ' J.OB N'0 7r�"-J>, CUIENT . � -W.,�, } ks r .'� , '= DATE GISTE D LAND SURVEYOR DR. . BY ; �'�' SM,E E T '� OF:L / t. I. t�s�,?rTn r,^^ �r_ri .WT" r _'� r"f"'..'. urn` "r.k;{;a. +.1.�} , i: r t .' t a�1 �tit Nx Pir S'"v `�'f' 4 J ATy„ y�t.x­ '41 , ... , . .. fe:... 4. - .. , QD Q � � BED RM HgLT CA,PG `^'i S�P1E . -- 6000 -'B 00 BED RM CLO n �-=r. 12* .— � ND rtyo� BED RM -- 143Xl9' ncto Clo SToRAU' t- ,wGGp CL T,, w s,JVF AREA r�t�ST�k - t�lVtN� RM E3ED rr Y l�jo `'� FLOOR. PL ----- ��` 6:c+iiii _.o`.wi. �. .a•�_w. _ ... >.. .. .` ....�aC..J _ "._'al. �e1• l..e V •.. �- ;ry. Pr •,••q,:_r r.. �t .� .,�.ry,� • -- •i♦. rr- . t +ti�•••,r.r,. -. r •+��..1�;�:Z,ia�•�q,:�•} ��11Y.a .. X+.►^.?9^'�;.�.:i' � iciis�:s F`.16.•:, .';.,,•" .,,,. r: ..�: < .• * }}y. •/�':,. 'y'".''+ter I �� •�7��.s� ! \y ► L�,:�!,4�J:!•�Illt � i• �l��i +%�t:"�'y`1 j..4+ •)� jn -A•� -.i i• '•t..rJ' , ��.>�j r" .Y•N�(A s,�• { .r" z;,: ''\!!+ y9i'. .!:.F,• tw' Rll .�•}'!<'/,i'�•�..i. a .t j• �, •�•' (' , ti( y.f��\• .� ' t` � � ' t.14�. ,t{ .!,tiy♦ `F., ,_ �t s' .�'y'� ,� ;!C'A��j�S�firK f� Yt f� r�rL•�� � a � '.4.,4•�� �'4� J� .+r., �'! ' s�� t i. ,�' '� ... ..F .•+ l ,wy^, •.t .�+ w•�,�'F = 1� Y��;ir',� � j�,. � Y�'{�, � ' tc '• rJa - ,S �'�;_, `J4 •���ti��ara•`j., '� •�,1'_ � �irtti±: .;� �P.Y ♦� l r' r .�� .�..1 . [ fy ��\1Ri; •.Fr� N�js�f,r.• -; 4 F� _ , •. 1 ems; lti�.�. ,� :' elA�..•pit • 'f'•i� I�,�t, i *�- _. p e �•w t �! ;^r oa H UK + .was 1 a• `... .w-J.'�y v-•••� �� -s t+s(� ', 3. t,< i - Ittri tl� , ;fit ,{ �1 ••A ate• . • ! '•''��{ t. L• '' � a ' SYtiO VISIOn KOM OF LAND `P A�l ` BARNSTABLE, MASSACMUSETTS �r l �.; `1 a••• _ _ \ `JAMES A.=,rm '�.' •+.. w� I SCALE P•40' AMIL W3 ; .r f 4. IL q t10Y /•1/•a .. w.won 8 fait/ I S an '� ,�: s' ✓ >� �,`.7*'`� t rVr. b .t i a 7 7 7 7T, 44 n su" v `Rr- s Application to Old Kings Highway.Regional Historic District Committee ;A Ax • i'�. s . ,r in the Town of Barnstable for a . CERTIFICATE OF APPROPRIATENESS !t � Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness umder Section of Chapter 470. . ' Acts and Resolves of Massachusetts, 1973, for proposed work as described.below and on plans, drawings or photograpt* 5 accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction•.j ew Building ❑ Addition ❑ Alteration Indicate type of building: [House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: '❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other , (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE .6&r IP.&)t ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. n OWNER i� / _�� ASSESSORS LOT N0. HOME ADDRESS �r SCP l��ll�, (�IS�Lt i/ TEL. NO. __SGU) 2(C FULL NAMES AND �PDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). I Aj imaii id _S Add al i �Il f l W!A ). �+ lCL Z� C d, AGENT OR CONTRACTOR n L4i .�iv K. TEL. NO. ' IrJ'l - ADDRESS i DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). ). ><AdQ. -m Pwk<eJ k'ck(kL ". C/'- �flllflLS �,t�z Cltrratc�.arr�< QAO)4 �. G•tt�� - 6!tre� • :uQI�1 / it "'G�rc`�• aE�:ifit / tag s tyq.''fa' t 0. r f a ��`- 7. CJtMOW-few ro&y Signed �.rep,-- dJ. � Owner-Contractor-Agent ; Spece.below line for Committee use. s Received by H.D.C. Date The Certificate is hereby Date Time �� \ i` By Approved [ IMPORTANT: If Certificate is approved, approval is subject to the 20 day appeal period + -. provided in the Act. _ ._--Disapproved---❑- - �y �C�d�- ��- 2 7--7 ,Assessor's map and lot number `"��J...1... �..� C of THE To .......... " •... :.....: SEPTIC SYSTEM MUST BE Sewage Permit number '.................�� . ... ...... p�tc /� r ' INSTALLED IN COUIaLIAN.CE Z BAWSTADLE. 9 t 9 House number ................ .....��. ................................. WITH ARTICLE°I I STATE- rues e !\ �p it53q. 0� 4., SANITARY,CODE AND TOWN OypYa� TOWN ,OF BA,7RTV9'fAANfqLE BUILDING IkNS.PECTOR' "f' ,r_ APPLICATION FOR PERMIT TO ..... .!'�. .�Z......d".'`�. S. . ....4 w :"` ...`. fir.......................................... W o 0 TYPEOF CONSTRUCTION ...............:..................................................................................................................... ` � ....................19.7. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location L__0 �6 �A- I—D. ... ....A:`.'.. .............�..v�tS.. ... F ....... .. ............ ProposedUse ........ ...' .�..r..... .�Q. .. ............... ............................................ ......... .............................:...... Zoning District .... .............................................................Fire District ... „v, ,S.J. Y.✓... ......................................:.. Name of•Owner �t S-S.: �" -9 � `�...................Address ..�.��.S S g"t...... r +4w.tS4 . IMF . jt It I It Nameof Builder ....................................................................Address ........................................................ ........................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...................................................Foundation Exierior1"�^ .�.i.S -( a p oR�� .................Roofing A-5 ....................................................................... J Cf . ior ...Floors i ... : ��.........................................Inter ' °.. .................................n ` ^Heating .. :�..E:�..U-y...... ..0 `................................................Plumbing ..... .'4 "4.5...................................................... Fireplace : .......................................................Approximate Cost ...... .:�.00. ............................. .. Definitive Plan Approved by Planning Board -------------------_-_-_ ` 9 � -------19--------. Area ........ c� Diagram of Lot and Building with Dimensions Fee .�"� A ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH AV 10 Nj XJ\', Z y 1. LC 7-1 a q .=-- j T 1�3> t scbi f� �y �►Atc C 73:.69 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...........`.``'. .5.. :..:..`........ ..C..:.:'..:..6. ............. Russell A. Gibson, Inc. 21236 1 112 story N,'a ................. Permit`for .................................... single family dwelling ................................................................................ Lbcation ............. ..3 1............................Ma ushop Avenue............... 1-1 Barnstable ...........................................................................I...... O ...............................................................Russell A Gib s on I nc wner Type of Construction ................frame.......................... .5 ...........................................:................................... Plot ............................ Lot .............#8............... 7 April 26 79 Permit Granted ..............................:%.........19 Date of Inspection .......................... ........19 Date Completed ............. ..: .... ..19 PERMIT REFUSED ..... ... . .......... . ............. ........ 19 .. . . ...... .. ........... .................... .. .......... ....... .. .. ... ................. .......... ... ..... .. ............. . . ... ................... In I ................ ........................................................ Approved ................................................ 19 ..............I........... ...................................................... ..........:...............................................................