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Building Permit #297-2016 - 30 AMBERVILLE ROAD 9/8/2015
�[�Fl{vWED �/ ZlIIS NORTH �..... r„� 3?Odass�eO.0.6 � i BUILDING PERMIT _ TOWN OF NORT.4 ANDOVER ° 9 APPLICATION FOR PLAN EXAMINATION * - Permit NO: Date Received SRA 7lO I.PP`,(5 9SgACHUSE� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 30Amberville Rd Print PROPERTY OWNER Carlos Guzman �0 oPrint MAP NO: PARCEL -1.o16o-00o ZONING DISTRICT: Historic District ye no / Machine Shop Village y no, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial X Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Installation of a safe and code compliant,grid tied PV solar system on and existing residential roof. Identification Please Type or Print Clearly) OWNER: Name: Carlos Guzman Phone:7185512173 Address: 30Amberville Rd. North Andover, MA 01845 CONTRACTOR Name: Skyline Solar LLC Phone: 7323543111 Address: 124 Turnpike St.Ste 10.W.Bridgewater,MA 02379 Supervisor's Construction License: Exp. Date: CS-027047 11/9/15 Home Improvement License: Exp. Date: 172284 6/7/16 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULD/NG PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 41,000 FEE: $$492 Check No.: f' 1'!2i Receipt No.: 2n-NOTE: Persons contracting w' unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor OF BUILDING PERMIT NORTH •�t�eo TOWN OF NORTH ANDOVER 3 APPLICATION FOR PLAN EXAMINATION e 1 Permit No#: Date Received ArED SPP` ly gSSACHUS Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic F1Well ❑ Floodplain ElWetlands El Watershed District El Water/Sewer - DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ' ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund — nature of-Aaenature of contrarto[ Location ,--Q No. — Date Cd • - TOWN OF NORTH ANDOVER °c b,cIr Certificate of Occupancy $ Building/Frame Permit Fee $—� Foundation Permit Fee Other Permit Fee $ �F�ttTE«4NV��l TOTAL Check# L Building Inspector 231 v Plans Submitted ❑ Plans Waived ❑ = Certified Plot Plan ❑ Stamped Plans ❑ fa TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Swimmin ❑ Tanning/MassageBody Art ❑ g Pools Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: _ Located 384 Osgood Street FIRE DEPART EMT EMT NhT, TemDumpste.rontse �yesi� lno � it Lo acac toa-tr124 MainStreet'' •,Fid re De artment�segnatur�e/ate • C, NOWT° MMEf�1TtS; �1_ Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine I NOTES and DATA.— (For department use) � it I ❑ Notified for pickup Call Email Date Time Contact Name 1 Doc.Suilding Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application ,;6 Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to In Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products IS OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe.Building Permit Revised 2014 JONATHAN CAMARDA Project Manager SKYLINE SOLAR GOOD Fo0.THE FUTURE.GOOD F00.YOU 139 Glendale Ave. •Edison, NJ 08817 jcCa)skylinesolar.net 732.354.3111 Office 9 732.354.3071 Fax 609.731.0271 Cell - _ net * sunGEVITY* Homeowner's Agent Authorization Form State of Massachusetts IJ Carlos Guzman (print name) am the owner of the property located at address: 30 Amberville Rd North Andover MA 01845 (print address) I hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. DocuSigned by: Customer Signature: 5 4w,NA,B3CE872CF1S7405_. Date: 7/1/2015 Print Name: Carlos Guzman Sungevity MA Home Improvement Contractors License # 168430 66 Franklin Street,suite 310 p 510.496.5500 866.SUN.4,ALL Oakland,CA 94607 USA 1 510.496.5501 wvrw.surtigP��¢ttyr.�orrr STRU(TURAL ENGINEERS July 16,2015 Sungevity 66 Franklin Street Oakland, CA 94607 �1� 'mossy TEL: (510)496-5621 PAUL K. ZACHER Subject: Structural Certification for Installation of Solar Panels TRUCTURAL Job Number: 20153497 0100 Client: Guzman - 1869744 �D,ckSGISTE¢�c Address: 30 Amberville Rd,North Andover, MA 01845 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 structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x10 roof rafters at 16" on center all Arrays. The rafters at Arrays 1 & 2 are sloped at approximately 33 degrees, while the rafters at Arrays 3 &4 are sloped at approximately 45 degrees. Array 1 rafters have a maximum projected horizontal span of 13'-5", 10'- 7" at Array 2, and 8'-7" at Arrays 3 &4 between load bearing walls. All attached structural calculations are based on these observations and the design criteria listed below: Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05 and 2005 NDS • Ground Snow Load=55 psf • Roof Dead Load= 10.7 psf(Arrays 1 &2) 12.7 psf(Arrays 3 & 4) • Basic Wind Speed= 110 mph Exposure Category C • Solar modules=as indicated in attached drawings. As a result of the completed field observation and design checks: • All Arrays are adequate to support the loading imposed by the installation of solar panels and modules. Therefore,no structural upgrades are required. I 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. Sincerely, Paul Zacher, SE-President 8150 Sierra College Blvd, Suite 150—Roseville,CA 95661 —916.961.3960 p —916.961.3965 —www.pzse.com ■ � � None STRUCTURAL ENGINEERS July 16, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 TEL: (510) 496-5621 FAX: Attn.: To Whom It May Concern re: Job 20153497: Guzman- 1869744 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 30 Amberville Rd,North Andover, MA 01845. 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. Sincerely, Paul Zacher, SE -President H11A OFniq PAUL K. ZACHER --v TRUCTURAL y 50100 �0,�O/STERE Al- EXP. 6/30/16 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 916.961.3960 P 916.961.3965 • www.pzse.com 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY 1 LAYOUT AC/DC kW STC: 10.008kW\11.5kW SALEM TPKE PV2.1 ARRAY 2,3&4 LAYOUT PV3.0 LINE DIAGRAM EQUIPMENT: PV4.0 LABELS A A PV MODULES: (46)Hyundai HIS-M25ORG(BK) KEY. INVERTER(S): (2)SolarEdge SE5000A-US ---- PROPERTY LINE ®D SUBPANEL j --- CONDUITRUN QDC DISCONNECT -- - DRIVEWAY SCOPE OF WORK: FENCE ❑g AGDISCONNECT O SOLAR MODULE ®I�IUNCT10N 80% INSTALLATION OF A SAFE AND CODE-COMPLIANT IEEE] MAIN SERVICE PANEL O MONITORING UNIT GRID-TIED SOLAR PV SYSTEM ON AN EXISTINGCOMBINER BOX ❑N UTILITY METER RESIDENTIAL ROOF TOP. ® PV METER ROOF OBSTRUCTION m❑ INVERTER CONDUIT RUN APPLICABLE CODES: �. INSIDE ATTIC 2014 NEC 2009 INTERNATIONAL CODES WITH MA `SO AMENDMENTS j. / CONTRACTOR INFORMATION: B (SO i� CONDUIT RUN BOSTON SOLAR WOBURN B INSIDE ATTIC 55 SIXTH ROAD i WOBURN,MA 01801 ROOF 1 i� ROOF 2 JURISDICTIONAL INFORMATION: ARRAY 1 i� ARRAY 2 NORTH ANDOVER,TOWN OF a 1600 OSGOOD ST. ROOF 4 J�'. NORTH ANDOVER,MA 01845 ARRAY 4 CONDUIT RUN ON NOTES TO INSTALLER: ZEXTERIOR WALL DC RUN:CONDUIT RUN FROM ARRAYS.ROOF MOUNTED BETWEEN ARMY 3AND ARRAY 4 THEN ATTIC MOUNTED.OUT AND ON EXTERIOR WALL TO BCS. 2 Z AC RUN:CONDUIT RUN FROM BOB ON EXTERIOR WALL TO(E) / Jm MSP. POC'.BREAJIERB IN(NIM DEDICATED SUB PANEL. CONDUIT RUN 3 ON ROOF FOR INSTALLER USE ONLY ` ROOF3 % POST INSTALL SUNEYES REQUIRED? YES ARRAY 3 I CERTIFY THAT NO CHANGES HAVE C C BEEN MADE TO THE ARRAY LAYOUT: AMBERVILLE RD ;� CONDUIT RUN i CUSTOMER INFORMATION: INSIDE ATTIC / CARLOS GUZMAN 30 AMBERVILLE RD F NORTH ADO11R,MA SITE PLAN N (7118)551-2173/#18 9744845 j DRIVEWAYSCALE: N.T.S. i I/ ry DESIGNED BY: REV#: DATE: PV-0.0 TM 1 0 07/1615 S—INRY INC.OB R—UN ST SUITE3100PpAND.CA warn B"..nm THESE DR-NGS.SPEC—TIONS 40 SEMNSMETNE caoaemr 01 s—TY wc.No aam SHIL BE C—Ox USED FoaanwrtNexr OT—0— 1ESPEcux ECT FOR—TE l E BEENIENEtotEDYmrauT C—El CONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT 15 LISTED FOR USE. N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 60CVDC. 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 N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A 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 BYTHE 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 LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 3R RATED. ET 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 THATALL 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 F11.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCALAHJ.THE AHJ MAY HAVE SPECIAL LABEL g 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(8)(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 N11.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES, E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED 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 BRFAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N 13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT 15 SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION. 51.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT 117.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C C S2.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 CARLOS GUZMAN LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING BOLTS 30 AMBERVILLE RD OR WEEKS. NORTH ANDOVER,MA01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (718)551-2173/#1869744 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 TM 0 07/16/15 i 2 3 4 5 SYMBOL KEY: MODULESPECIFICATIONS (46)Hyundai HIS-M250RG(BK) ® MOUNT 1-2- r�/ 10" MODULE WEIGHT: 37.9 R43L 33'-1* MODULE LENGTH: 64.57 ----RAFTERS MODULE WIDTH: 3929 ROOF SPECS ROOF RAFTER SIZE: 2X10 NOMINAL —SETBACK I -� �- -- (' - I - )- RAFTER SPAN: 13' 5' Q SOLAR MODULE I I� 1 1 1 I 1 1 ( I 1 RAFTER SPACING, 16' 1 ............................................�. I I 41 ....._..I.,....J....l......A..... ................................,......... ROOF MATERIAL: COMPOSITE SHINGLE ®- ----®STRING CONFIG. I ( I I 1 I ( ( ! I I ( I ( 1 ARRAY SPECS SKYLIGHT 1 I NUMBER OF MODULES: 24 A ® I 1 i I fO1AL MOD.WEIGHT(lbs): 909.6 A ® CHIMNEY RACKING WEIGHT AR173.5 RAYRAY WEIGHT(b.): 10831 PLUMBING OR ( -� - 1 �_- I I I 1 __ I I 1 J ARRAY AREA(xg8): 422.8 0 ATTIC VENT ih ............_.. .................... ............ ...... ...t....._I..... ......{. I _� ARRAY DEAD LOAD(Ibs/sgfi): 2.5 O ATTIC VENT ( I { I I I 1 I I I ) I I '� t t NUMBER OF MOUNTS: 52 LOAD PER MOUNT(Ibs): 20.8 ARRAY AZIMUTH(-) 207 1 I I I I ARRAY TILT(') 33 NUMBER OF FLOORS 2 i '.I.............1.......1....I I i......1.......I.....1... ... i i r-0. J ROOF 1 I I ARF'0\Y 1 RRAY 1 LAYOUT 7 B B SOLAR MODULE SN0 At4 c PAUL K. ZACHER IRONRIDGEXRIO TRUCTURAL y 0100 L-FOOT Pg/S1ER6 QMSE-LAG SHINGL � C C COMPOSITE SHINGL 5"X 5116"-LAG CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER SCREW CARLOS GUZMAN 2X10 NOMINAL,160.C. 30 AMBERVILLE RD NORTH ANDOVER,MA 01845 (718)551-2173/#1869744 2 MOUNTING DETAIL SCALE: NTS DESIGNED BY: REV#: DATE: PV-2.0 TM 1 0 07/16/15 euxaNmwt.e6FwnaWSr TE3100cnwmr a-wnw oAeGrnurs�miurt cueenunn.iveae.mg0ei0r.Ic0N�.cusraxEns-vleuvna". rxEs-cxpwwGt,srecsiuraxs...�a ceslexsnxe lxE axovExn or suncEhttixe.ruewr sxuiaemEiEoox used roxoxmrx exrorxexwwxomEx rwr mesvepta Pxo�ecrroxwruw nev xnvE xewOEVEloEeOvnrxourouxwxmwcoxswr i 1 2 3 4 5 SYMBOL KEY: MODULE SP can NS (46)Hyundw HIS.Mz50RG(BK) 0 MOUNT MODULE WEIGHT: 379 ----'--RAIL 2'-3" 1' MODULE LENGTH: 64.57 RAFTERS i6-6" MODULE WIDTH', 39.29 ROOF2SPECS ROOFPAP 1 SIZE: 9(10 NOMINAL — —SETBACK PAFTER SPAN: 10'-7° Q I 1 I I 1 1 I I I 1 I ! RAFTER SPACING: 16" SOLAR MODULE " I I -)� 1 i I ROOF MATERIAL: I COMPOSITE SHINGLE O-- ®® ..................., .... ARRAY 2 CS ULES: 10 I RACKING WEIGH T(b): 706®STRING CONFIG. ...... NUMBER OFMOA SKYLIGHT TOTAL MOD.WEIGHT Qbs): 39 A CHIMNEY ( ( I I I I PLUMBING OR I 1 ARRAY WEIGHT(lbs): 449.6 ATTIC VENT ARRAY AREA LOA 176.2 ❑ ATTIC VENT 1 1 ) 1 I ARRAY DEAD LOAD Qh2.6 s/sqR)� 2.6 I I ( I ( I I �I ( NUMBER OF MOUNTS: 20 LOAD PER MOUNT(Ibs): 22.5 I I T L_..L...._1.......1..._1.. 1....1.......1....._1... I f ARRAY AZIMUTH(°) 207 I 1 ARRAY TILT(') 33 I ( I ( NUMBER OF FLOORS 2 ROOF 3 SPECS I I ( I I RAFTER SIZE: ZX1U NOMINAL N V I I I ROOF 2 1 ARRAY 2 1 ( RAFTER SPAN 1 1'.7- RAFTER '-7"RAFTER SPACING 1 16' ROOF MATERIAL COMPOSITE SHINGLE ARRAY 3 ARRAY 3 SPECS NUMBER OF MODULES: B TOTAL MOD.WEIGHT Qbs): 303.2 RRAY 2 LAYOUT 1�" RACKING WEIGHT(Ibs): 58.6 SCALE:3/16"=V-0" ARRAY WEIGHT(lb.). 361.8 ARRAY AREA(soft): 140.9 ARRAY DEAD LOAD(Ibs/sgR): 2.6 NUMBER OF MOUNTS: 18 LOAD PER MOUNT(Ibs): 20.1 ARRAYAZIMUTH(°) 117 B ARRAY TILT(-) 45 B 10" iD" NUMBER OF FLOORS 1 ROOF 4 SPECS TA" 6'-7" RAFTER SIZE: 1 2X10 NOMINAL RAFTER SPAN: 1 8'-7- . RAFTER SPACING: 16' I I I 1 I 1 1 I I ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 4SPECS { in NUMBER OF MODULES: 4 1 1. I. I. -I..... ......).....�.... 1.....1.......i,......r.....,1.. .t......1,...........1 i TOTAL MOD.WEIGHT(lbs): 151.6 CONTINUE TO CONTINUE FROM RACKING WEIGHT(lb.). 32.8 1 1 1 I I I I ROOF 4 ARRAY 4 ROOF 3 ARRAY 3 - ARRAY WEIGHT Obs): 184.4 I I ) I I I I I I I I I I ( ARRAY AREA ARRAY DEAD sono QbshgR): 2.6 I i B i l i JI 1 1 NUMBER OF MOUNTS: 12 I ( A..... .....I.....1......�.._...I.....I. I 1 i I LOAD PER MOUNT(lb.): 15.4 ARRAY AZIMUTH(°) 297 1 ( I I ( 1 1 1 1 ARRAYTILT(°) 45 i- NUMBER OF FLOORS 1 I ROOF 3 I i ARRAY 3 1 1 p� 1 ROOF 4 1 ARRAY 4 1 C RRAY 4 LAYOUT C CUSTOMER INFORMATION: LAYOUT 1`4" 3 SCALE:3/16"=1°-0" S1iOFAA CARLOS GUZMAN qRRMAyY_3 SCALE:3/16"=V-0" 9 30 AMBERVILLE RD PAUL K NORTH ANDOVER,MA 01845 ZCHER TRUCTURAL (718)551-2173/#1869744 y 100 FC7STE�Yc DESIGNED BY: REV#: DATE: A PV-2.1 TM 10 07/16/15 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL PE IF A (46)H"dai HIS-M25ORG(BK) fl BREAKER SHORT CIRCUIT CURRENT 0.): 8.7 SWITCH OPEN CIRCUIT VOLTAGE(Vac): 37.4 O SCREWTERMINAL OPERATING CURRENT(IMP): 8.1 m FUSE OPERATING VOLTAGE(VMP): 30.9 • SPLICE MAX SERIES FUSE RATING: 15 EARTH GROUND NOTE:#8 GROUNDING CONDUCTOR USED FOR DC GEC 8 AC EGC PER ARTICLE 690.47 STC RATING: 258 m CHASSIS GROUND PTC RATING 222 —'—GDESIGN COND EC ITIONS —EGC HIGHEST 216 DB DESIGN TEMP(°C): 32 MIN.MEAN EXTREME ANNUAL OB('C): -16 A INVERTER 1 SPECIFICATIONS A 200AMAINBREAKER SOLAREOGE SESOOOA-US RATED WATTS(EACH): 5000 (3)#6 THWN-2 (3)#6 THWN-2 AC OPERATING VOLTAGE IV): 240 (8)#10 PV-Wire (8)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC (3)#10 THWN-2 AC OPERATING CURRENT(A): 0 A 3/4'EMT 3/4°EMT NUMBER OF MPPT CHANNELS 0 FREE AIR 3/4'EMT INVERTER EFFICIENCY: 0.98 (N)MIN.GOA ACCCmbi-r METER INTEGRATED DC DISCONNECT SUB PANEL (E)LOADS INVERTER 1 INPUT SPECIFICATIONS NOMINAL CURRENT PER STRING(1—). ]98.6 INTEGRATED (E)LOADS NOMINAL VOLTAGE Vnom): 350 TS (E)225A MSP MAX SYSTEM VOLTAGE(V—):---- MAX CURRENT PER STRING1 STRING OF + -AC 30A 2P METER GOA 2P 2dDV2P3-Wtdr MAX INPUT CIRCUIT CURRENT(Imax)' 3D 11MODULEST.CURRENT=7.66A OUTPUT INVERTER 2 5PECWICATIONS RATED WATTS(EACH): 5000 15TRING OF + jAC OPERATING VOLTAGE IV): 240 12 MODULES ERTER AC OPERATING CURRENT(A): 21 PT.CURRENT=8.57A— NUMBER OF MPPT CHANNELS 0 INVERTER EFFICIENCY: 0.98 INTEGRATED DC DISCONNECT (3)#10 THWN-2 DEC IRREVERSIBLY SPLICED TO INVERTER 2INPUT SPECIFICATIONS (1)#8 GEC ExISTING GEC OR BONDED DIRECTLY NOMINAL CURRENT PER STRING(Inom): 7.1,9.3 3/4-EMT TO EXISTING GROUNDING ELECTRODE NOMINAL VOLTAGE(V.—): 350 B MAX SYSTEM VOLTAGE(V..): 500 B MAX CURRENT PER STRING(Imax): 15 (N)SESOOOA-US MAx INPUT CIRCUIT CURRENT Qmex): I 30 INVERTER WI INTEGRATED OC DISCONNECTS 1 STRING OF 30A 2P 10 MODULES -AC OP L.CURtENT=7.14A DC - OUTPUT 99 - 1 STRING OF + EK13 MODULES ` ° OPT.CURRENT=9.29A INVERTER MIN.NEMA3R UL LISTED JUNCTION BOX WITH SO-C TERMINAL RATINGS LOCATED ON ROOF C C Inom=(13 x 25OW)/350V=9.3A CONDUIT ELEVATION:12 TO 3-112=22'C 46 MODULES TOTAL OPERATING VOLTAGE=350VOC(REGULATED) HIGH AMBIENT TEMPERATURE:32'C 46 x 222(PTC WATTS)x 0.98=10008 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C CARLOS GUZMAN 225 x 1.2=270 ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE5000A-US MAX OUTPUT CURRENT=21A 270-200(MCB)=70A CONDUIT FILL(CII 0.7 BREAKER SIZE=21A x 1.25=26.25A—30A 30 AMBERVILLE RD MAX ALLOWABLE AC PV BREAKER=70A SE5000A-US MAX OUTPUT CURRENT=21A NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax'1.25=15A BREAKER SIZE=21A x 1.25=26.25A=-30A (718)551-21731#1869744 CONDITIONS OF USE=Imax/TcoR/Cfill =15A/0.76/0.7=28.20A CONDUCTOR SIZE FOR 28.20A DESIGNED BY:IREV INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 TM 0 07/16/15 SUNOEvrtrINc66FNANIa1—DE310oNaAr C-66r Tla Dw IG3.SP FK.rwNS.Aw DEsreN ETNEPKIEnnaFsuxee lc.Novua swav ee cowcoon useoroR o6 wlmAx.o*IR6wo6.oraw rww,xe weunc R.o,Ecr roxvmlw,�v wwe eceNo ovco�r6ovr oox wnmEN w.seNr 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 RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 42 GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AG VOLTAGE(V): 240 MAIN SERVICE DISCONNECT AWA R N I N G INVERTER 1 DC DISCONNECT e, ®+ PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT(Imp): 16.4 3 A ELECTRIC SHOCK HAZARD ` ' ` A IF A GROUND FAULT IS INDICATED, RATED MAX POWER POINT VOLTAGE(Vmp): 350 NORMALLY GROUNDED CONDUCTORS PHOTOVOLTAIC POWER MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 10.9 NEC 690.17(E) NEC 690.35(F) INVERTER 2 DC DISCONNECT PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED PHOTOVOLTAIC SYSTEM DISCONNECT -- -- - CIRCUITS MAY BE EXPOSED DURING SERVICE: RATED MAX POWER POINT CURRENT(Imp): 16.4 AWA R N I N G AWAR N T N G RATED MAX POWER POINT VOLTAGE(Vmp): 350 MAX SYSTEM VOLTAGE(Voc): 500 ELECTRIC SHOCK HAZARD SHORT CIRCUIT CURRENT(Isc): 10.9 DO NOT TOUGH TERMINALS ELECTRIC SHOCK HAZARD 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) NEC 705.12(D)(2)(c) PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND PLACE LABEL ON ALL EQUIPMENT CONTAINING B SUBPANEL IF APPLICABLE)) OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER NOTE: TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS TO BE DONE IN AWAY A WARN I N G SOURCES. SUITABLE FOR THE ENVIRONMENT IN WHICH THE EQUIPMENT IS INSTALLED.NO STICKERS ARE PERMITTED. INV DO NOT RELOCATE TH STION AWA R N I N G OVERCURRENT DEVICE NEC 705.12(0)(3) THIS EQUIPMENT FED BY MULTIPLE POWER PSOURCES.TOTAL RATING OF ALL OVERCURRENT LACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER DEVICES,EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE,SHALL NOT EXCEED TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. AMPACITY OF BUSBAR A CAUTION OWNNEC DI CON PLACE ON RAPID SHUT DOWN DIWHEN RAPID SHUT DOWN IS INSTALLED CONTAINS MULTIPLE POWER 0 0 ® C G SOURCES << CUSTOMER INFORMATION: r - CARLOS GUZMAN 30 AMBERVILLE RD NORTH ANDOVER,MA 01845 (718)551-2173/#1869744 DESIGNED BY: REV#: DATE: PV-4.0 TM 1 0 1107/16/15 .1—A,a.sa,E —.1,,.,�—...—1--lb,,,a„H wwwhhiyreen.cpMsdarlen Hyundai R p n�/��(�I NO! l yp Electrical Characteristics H yD ll 1111 II[( a i -! IPoly-crystalline Type l uu uu/}/ \l`SSW/aULI I! 17�"77�r��ee+++//�{����LLL7NNN Mod 1/II 1rLi /{/�� �7.. mam- a Is S o�a r 11 N 11®t\ ll 1f 11�l� \` Volragelat Pma.l(Vmppll W 30J _ 32ar _ - 31A WYYY/NLL!YYYY Y V L VVW//JJJ llle`YYVsJJI v Curren,al Pmax llm 1 A e.o _ PP a.l 93 y Heavy pony pony employ,more peep y drtulevd[ IVoI V 37.4 37A Hyundai Mea Ind was in 1972 and lsa Fortune 500 com ,The cam 1 Than 48,000 le,and baso IoUal Open age i _. _ _.__.. leading 7 business divisions with sales pf 51.3 Billion USD In 2013.As one of our core businesses of the company,Hyundai Heavy IMustries is 5hon d,cW,lum tllx) A e5 817 ea committed to develop and invest heavily in thefield o/renewable energy.Hyu real Sala,is the largest and the longest standing PV cell and Outputtdesance % +3/1 - mpdulemanufzaurerin SouIh Korea.Wehave600MWofmoduleproduRionapacityandp,ovidehigh-qualitysolar PVp,th—stomorethan al—fcellsacon—pions pcs Oa Inseries 3,000 customers worldwide We strive to achieve one of the most efficient PV modules by establishing an Rao laboratory and investing more .B"A's - ` _ 6•p h.1ystaalnedumn than 20 Millimin USD on in nevatve technologies —i and", a 1sA 153 ISb Temperatv.,.ffielenI1Fmpp %/K 1.43 - - -1 r -0A3 Temper.—coeffident of— - 9a/K -0.32 O32 -0.32 Poly-crystalline Type T peramre eeemnentalsc %AK awa owo.oaB ' Black-Black I HiS-M245RG(BK)IHiS-M25ORG(BK)IHiS-M255RG(BK) andmuastusuwmtee maw dAr,emo ver cod n :v. i RG-Series Mono-crystalline Type- IMono-crystalline Typel HiS-S2SSRGIV)I HiS-S26ORG(BK)I HiS-5265RG(BK) Ni output(Pmpp) W 255 2tA 265 Mechanical Characteristics Vpltage-' -Wpl) v e iia i,3 Curren,al Pmax lknppl A 6.2 84 85 I,a .. _ ` 99B mm 139.29.1(W1%1,690 mm 164.57�I1)%35 mm(1.3B')(M) � Open drwfvdt.ge Nocl V.:' 37a 37.9 Approx.17.2 kg(37.916s) Shandreultcvrm,llul A aA B.9 9.0 - r Wcellsln sed SRSx10 ni(Hyundai cell,Made in Kci Ou'P tdennce l % _.... +3/U 4 mff02AWG)cables with polarnd weatherproof connector; No.of cellsa conn«dons pcs _ 601 cries r:L31`i'Dcfd'3t IEC Cell certified(UL lsred),Length l0m(394� type - _ _.BMwa ysuillne vi,con �_ _ Module %/ ' T—iature<rency % ISb 159 ® . IP6B,weatherproOf,IEC certified(I1L14ed) Tempera <cemwnpp dentR . N -0.is -045 -aA5 3bypass diodes to prevent power decrease by partial shade Temperamec m' ofvo< es/K L33 r _ 0.33 qa33 Front'High hansmiss on loco^ironlempered glass,2.B mm(011') Tern,—ec ml dl I %M .032 0.032 a.n tis"tea"'ad"" EncapsuWnt EVA Back Sheet:Weatherproof film(Black color) 111 aeu ar nelSw c ex CPM cnila6om d„nwY euu•g=a..., — clear anodirad aluminum alloy type 5063(Black color) I Module Diagram I w.a.m,r mml IHV Curves I High Quality •IEC 61215(E 1703),IEC 61730 hyVOF ing r. -UL listed lUL 17031,Class Fire Baling a I, Output posse tolerance+3/0% 1 •I •1509001:2000 and 15014001:2004 Cenified •Advanced Mechanical Ten 18,000 Pal Passed(IEC 61215) /Mechanical Load Test(d01bs2ft')Passed lUL) :S _ _ •Ammonia Canpsipn Resistance Test Passed IEC 61701(San Min[,rasion Test)Passed Fast and Inexpensive Mounting •Oellvemd ready for connection 3 6 .IEC(UL)certfied and weatherprocon ofnectors - €w •I nteq,atedbypassdiodes -' sHncec< n LimitedWarranty lst year:97% Installation Safety Guide l 46'C_2 After 2nd year.0.7%annual degradation •Only quallfredW nraelshuuld in-11 or perform maintenance •e•-• m-asc 802%for 25 years .8e aware of dangerous high DC alrage, a Late vBEC) •Please refer to the Hyundai Limifted Warranty for more details. 0C 6W v 110.1 •Wive damage or scratch the rearsur(ace of the module. _ _ x bnppnan,rmme an wanar4y •Do roc handle or insta 11 modules when theyare wet IS A Thewauan[es:ppNonNto iM P✓mptluleswnh Hwnda,Keay intlusv,es Co,uds dgolslgwneekmlam V'aduct samin�mke�onP un—diere.amF,lolal . a AHYUNDAI SskiLM AHYUNDAI 'I •(yip �. n,Hrhufai�>S.yul9di.mlmgmyu 5eod tlo]93.Narea HEAVY INDUSTRIES Td.+821-17 7422,7%3 Faa:+822-746-2625 HEAVY INDUSTRIES A&HYUIVDAI aEAYY1NOUSiR1E5 AI _hhi-grQen.com/soIa r CERTIFICATE OF COMPLIANCE Certificate Number 20141021-E325005 Appendix)Module Installation Instruction(HIS-MnxRF,HIS4RG,HISSRF,HISS—RGI Report Reference E325005-20131209 The installation methods which are described in Hyundai Heavy Industries installation Manual are issue Date 2014-OCTOBER-21 covered by 2,400Pa Warranty. Method 2400 Pa 5400 Pa Issued to: HYUNDAI HEAVY INDUSTRIES CO LTD 1-5 DAEJANG-RI SOI-MYEON t t t t EUMSEONG-GUN Bolting Long Bar ( CHUNGCHEONGBUK-DO 369-872 KOREA This is to certify that PHOTOVOLTAIC MODULES AND PANELS representative samples of "HiS-SxxxRF,HiS-MxxxRF,HiS-SxxxRG and HiS-MxxxRG Series with specific construction described in installation L/4 instructions compliant to Photovoltaic Module Fire Performance Type 1" I t1DOmm Have been investigated by UL in accordance with the L12 Standard(s)indicated on this Certificate. Long Bar Clamping Standard(s)for Safety: UL 1703"Standard for Safety for Flat-Plate Photovoltaic I Modules and Panels", aCiamping area L j { ULC ORD/C1703-01"Flat-Plate Photovoltaic Modules and ❑.Additional 1 Panels", support bar Clamping Area sU4 L,<8 1 Additional Information: area .U4 See the UL Online Certifications Directory at ❑AdditionalL www.ul.com/database for additional information Clamping area for slipping U8<_Clamping Area sU4 snow t 1oomm Only those products bearing the UL Certification Mark should be considered as being covered by UL's U2 Certification and Follow-Up Service. S/4 S/4 I Look for the UL Certification Mark on the product. Short Bar S S Clamping Area SS/4 L S/85 Clamping Area 29S/4 Note 1)The certified mounting method is bolting method by TUV Rheinland. 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests are based on IEC61215 ed.2. na"n mwn+w u�mn.ane.,,nw>wmoneemxx ukuclulw.m.ab�auwz."i u.ru,e�..mm,gm. Sales ORxe Page 15 of 15 Factory IM FI.,Hyundai Bli 313.Soi-ro,Soi-mYeon,E.—n-gun 75,Y40-ro,Jorgno-gu, Chugcheengbuk-da 36&872,Korea Page 1 M 1 Seoul 110-793.Korea solar" 0 0 Single Phase Inverters for North America solar o Oy SE3000A-US/SE380OA-US/SE50GOA-USISE6000A-USr SE7600A-US/SE10000A-US/SE1?400A-US — �SE3WOA u5?5E3600A U5�5E5000A US.SEFA000.us lsE]6o0A-u5=5E30000A-Us sE11A00A-U5 OUTPUT SolarEdge Single Phase Inverters g P D.P 310 �3BDo U oa U9� U�z�=1«� y . I. .I... 4C0 20 V 108011 e_[194I N? AC O P 3300 l 4 0 .5650�240y .. 6'kl 8350 10950�126UJ, OCd VA For North America RM 1d3 OE 219 V SE3000A-US/SE3800A-US i SE5000A-US/SE600OA-US i ACO P t V01ttgt,Mitt N M 1 J J J J J J . J SE760OA-US/SE10000A-US/SE1140OA-US ao-z:v y I ACT M' f M 93 (0 6C5( hila mg),60 ca sl Hi, ,... ..1... .. .. Q r.? ( O. 24 2081 z 32 4d E"208V s , tCurrenl 2 16 2 -].s A .21.{'u 24UJ t ....._ 42@149V ........ ....... r ds INP A ...... ..... y r,ny_`_P.t_,Cvun[ry Contigur bl TT•�shnlles INPUT Y t�• `� M.1—,U{P (STC1 4USU l 530^ 6 0 8300, _ 0250 - l 500 1.350 4 _. .. .. ... _. 3 M1" G t V ItSOU I 4d �E .. .. ... .. i wanes•'• Ya DC o V B 325 @9 20E.1330 P 40V ..., d.... t'.5 Nt LO"dt .N 3 ij @•t0%V 34.5 tic I..S5�'60V.1_ P St C- 45Ad. q G; dF l I5 D-11609koS u t .. .. ... CEI We gh ed L 1• I )5 i 98 a7S OEV I. ...y) 9] 5 .5 979J 5 r�,aP.240 2142 icie ... .... ....... �..... ..1.98(-2494 ....... .. .. .....� _ Mghtd p—, ADDITIONAL FEATURES SVPP [d C h l rf R548z RS232[h r € I tl 4 y.. Rapids t'wn NEC,2131469012_y F - ge rapdshutdow kit _ T6 _ _ rnonal ty en=G;etl v.hen 5olarEd nsfalled'- - STANDARD COMPLIANCE � _ T 13!1°95,CSA 22e .. .,._, ...... aicn 5candard> I ICEE1537 Emrssions � ��� - FC�p.,rc1'cl.,v=B ��- - INSTALLATION SPECIFICATIONS _ AC 3/4 _---m /166AW--- - - 34 k-34VG 1 AW /4 /12 g/146 AWG166owG r . UzIz, th Sa-ty5 [h ' 0.5 12 305! 1 305 125x).2 JJ 315 184 . 15 is 260 N I Co I g N' ICcivecnon d ht—A I`—W11placeabltl l The best choice for SolarEdge enabled systems. n r _......_.... _._......... X25 <50 deA Integrated arc fault rat8ction Type 11 for NEC 2011690.11.compliance ..nit,Mar.cpereo,-T ,_._. .._ ....._ .. ....... ... ...... . _......_._ ._._..._.-...-. .Fl,c.. p ( ' P"'a1Ve :3 Lu+140/25:0+60140 o,6U vers ana alab.e-) F/-C —Superiorefficiency(9a%) - - - .Nag. _...___. ._..... p,aremen - ._ ..._._ _. __..._ ... .. . . .. ......... .... . ._ A 4 .,.,NFMA 3R Small,lightweight and easy to install on provided bracket - - .- - - - - ' +Built-in moduleJevel monitoring .a�� •Internet connection through Ethernet of Wireless Outdoor and indoor installation - - - Fixed voltage Inverter,DC/AC co-rersion only •Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI 017..1 USA 4"ivv.'.SOlaredge.us - r 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: Utility Interactive Inverter Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing erantl Name: SolarEtlge Report.This authorization also applies to multiple listee mcdel(s)identified on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800.SE5000,SE6000,SE7000,SE7500 Report. (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 applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer. Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT Address: 6 Ha'Herash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bechar or Contact: Elaine Ouyang Mc Meir Adest +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-40251 135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email' Elaiine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13045 cA- Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager E1� us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. udrnsners Cnenl anR is rymNa'r rnn<aan(Io me CPR 1.1.nrl,n Gexeen IMeneN ana,La giert.ln'aRxks resgamlGlrld I>3bII,N am a,s of Neap,exrenl.Imenek mmsuaavno Iiaa,I,lY�anY W"rY.otM1erb,an to t�GY.ntln—d—wa ` N.. Wbuean nrrelv.0 nY lunhai,ceame ntr m,.sl tk a,+ymrea i�w,arq mpnereap onn'JaFacluyr Ass�uin,eAs nntl Fabx up 9e:vices are fv Je P0.rwsa J ass n'ry zvaolnare vaaae ol.heeaufrdon ma�rYm eaaRaamcnn,ne� Wreemvr.VxY arew'.rm me mamosesd gwutien Wartl mmrol encmrur refereere giemq neeoGSancnsin rocs res, Intertek Testing Services NA 1- 545 East Algonquin Road,Arington 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 26,2010 CSA C22.2 107.1 Issue:2001/09101 Ed:3 General Use Power Supplies-(R2011) Standard(s): UL SUBJECT 16996,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,2013/01/14 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 16 0--111 MarMarmv PJ re 315(1Jan 131 A4Ma1rcY 3933 US Route 11 Godard,NV 13045 Telephone:(607)753-6711 Facsimile (607)756-9631 —w•.intenek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 26N,2014 Project No.G101703554 • 3-ph Inverters: Mr.Meir Adest Ph:-972.9.957.6620 o SE9KUS/SE10KUS/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. Nattonat Efectac 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 0511012014.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 n Rd d . 1. personal on 06/1712014. T fCf Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below_ Date June 20 2014 Date: June 20u,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 zzn 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/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10000A-US/ 5E1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x"which is part of kit SE3000-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 i of 2 ria reAw Is ro me e.,we+e uce m mwevs tl:mem K pm»xe oursinm ro me eprcemm:te!+cea M:p:ea:m ea o�enr Imena46 rr:pvaialnr aea uadiar ere emree m ane Kira i .+ny bm expense or ramage owxsanetl hvrla use d M�repoASOny tlrerls a"NFavM m mrmit mpYnp w eM_Lumn d LF s,repmcaM rnr.orf��ed'vely.An pus Id Te InsrtM name or a'e of rta m3:Ms tar Ne sale o: wp4uctwsence muv IirN me ennwec n vrtLm br InteMF.TeP observa0pns act(M resWts in Msre[a:are rderad pnhrlre samde IeNen.ibis exnovnsdreces�,mdv:t�:mz marshal.nmeunase.'I,e aor reswr.teen e/aa�'r�za rmenz(�k/ar��.n`�r�c}jmo,waram V/ V ^y /> 1+ *wJ A,:st�ea(1 Pn.202 mtaEde Moate# h&crr-k ann Mk Immek n¢•4 Ir-1,Tesarrg services NA.Inc. so 12.Lz(i lu trto)inmrmativo INeaek Testing Semces NA,hrc. SD 12.1 2(11,11119)Informative SolarEdge Power Optimizer solar' o o e a solar- o o p Module Add-On for North America O P300/ P400/ P405 SolarEdge Power Optimizer - - --- -- -- P3001-1_ 1 PE00 - P405 Module Add-On For North America o 6pc oaoroel rornmsamn ewmro:l b.M1ln fir E>)� INPUT r Rat d Input OC Power 3'JC 400 !I! 405 1 W 0Ab lute Maximunp Input VIt g I GS 60 t 125Vd P300 / P400 / P405 Woc at rawest to pent e) MPPT PponuingR.R R 48 8 80 12.5 05 Vd Maxl urtt Shon Circuit C em(Ist) 30 AtlC M DCI p tC t . 99.5 cog W gh dEfn. n% .- .--..- ... -.. .. .. 8 %- Ovrrvoltage Ca,egory ... I. ..... ..... 41-1. 1. �. OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) �' Ma mum Output Cur ant 15 Adc " f -Maximurn Output Voltage _. 60 ----_ ---- ! ._- 85 Vd _ _OUTPUT DURING STANDBY POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTEROFF) Safety Outp.I\alta(,.per Po ver Oonmaer T _ .. 1, vac __. /1 STANDARD COMPLIANCE Ip� EMC FC[Par[15 Ea,,B IEC61000 6 2,IEC63000 6 3 • SafetyIEC621091(I II fery),UL 741 W5� RaHS Y �_ BpeMY INSTALLATION SPECIFICATIONS Y, M All d Sy t V It ge 1000 Vd IPxx 2c C 141 x 2.2x405/555 x 8.35.X 159 in .. Di Son:IwxL H) 12A Isz-zzs/ I - izs 12 as/ I -128x152 48/ P-5 se mm)n I 5X 97 1OB 5x597 197 , 5 5.97 189 Weight hnCluding cables)r P 2 s 950/2 1 .. .. ...... .. .. P xx-Ss nes 77C/1.7 930/205 ) _930/L05 Rr/16 Input Conr�rtor - _ MCA ComPaM1ble Output W'eiype/Con acro Double Insulated;Amp eof _ Outp.W L gti 095/3D 12/39 /I OP n gT prat re Range ,. -00 t8 /40 185 C/F P -2 s 1 IP65/NFMA4 I /Ih_- P... t' Rn+ IIP Sse sRr/ Win_ 100 .......... ......1 '�. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 490V A SOLAREDGE INVERTERI'I M Win.L gth B i 10 is M PV power optimization at the module-levet g length Up to 25%more energy _Powe,Opmuers) .. _ _..-_. 25 _. 25 50 0. _-.-_.I ... 5250 .... .. 60. 12750 .... I. ....,. ........ W...... —Superior efficiency(99.5%) Parallel5inngsofUHe cnt Lengths Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ?r Om ntaeons rr b�o..i.ae.Eiom�vv�S W,F v3W;v35rywm/vSN,!elu�m Mme u•:.;. Flexible system design for maximum space utilization -Fast installation with a single bolt j -Next generation maintenance with module-level monitoring - Mod Die.leve I voltage shutdown for Installer and firefighter safety USA - GERMANY ITALY FRANC[ JAPAN Ci INA- ISRAEL AUSTRALIA www.solaredge.us 0 /f�IRONRIDGE Roof Mount System AUTHORIZATION TO MARK This authorizes the application of the Certification Marks)shown below to the models tlesaibetl in the ProtluQ(s) 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)idemihed on the correlation page of the Usting :r^' •Report. This document is the property of Intertek Testing Services and is not transferable_The certification mark(s)may be applied only at the location ofthe Party Authorized To Apply Mark. - Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. ^� Address: 1495 Zephyr Ave Address; 1435 Eaechtel Road J Hayward,CA 94544 Willds,CA 95490 a _ _ Country: USA Country: USA Contact: Vann Schwarz Contact: Jim NOMWDrthy (51 D)225-0973 800)2279523 Phone: Phone: (800)227-9523 ( FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@alironddge.mm Email: jnomvorihy@immidge.com 1�•'� ----^�'-"'"""" Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA �ngizjha-..QaWIC Control Number: 4007559 Authorized by: \ for Thomas J.Patterson,Certification Manager IM.CLSwm E1�us 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 «.�odm•. and proven in extreme environments. «tip<w= rtmv re n ai• • = gra Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. InteRek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights.IL 60005 Telephone 800-3453851 of 847-43&5667 Fant 312-2831672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Standartlfs): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 //L•�1 All components evaluated for superior Ral Pre-stamped engineering lettersstructural performance. available in most states. Product: xR Rails with Integrated Grounding. Brand Name: WA Models: 51-151(30-005,51-6113U-005B,51-5000-001,and 51-65-001 ® Class A Fire Rating Design Software Certified to maintain the fire resistance F21 Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. F9_1 competitors. ATM for Report 101541132LAX-002 Page i of 3 ATM Issued10-Nov-2014 ®rsarsu y�.iolrmmrny 0 /l/,IRONRIDGE Integrated Grounding System Installation Overview Install Roof Attachments Simplified Grounding Install appropriate roof flashing and/or standoff for roof type. For Greater Safety&Lower COSI 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 and often results in improper grounding,creating self-drilling screw. significant long-term safes risks. g g y 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 grounding hardware,and it creates many parallel Mount&Ground Rails grounding " ' g g paths throughout the array,providing •Attach rails to L-Feet and levet rails. -•�,ti`., -=irk.• greater safety for system owners. Grounding Mid Clamp •Install one Grounding Lug per row of modules. -, Ar Each Grounding Mid Clamp pierces through the anodized coatings of both the module name and Connect Grounding Lug to grounding conductor. the mounting rail to form secure electrical bonds, which are repeated throughout the army �t © Install Modules&Clamps Pj 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. Testing&Certification ej Module Frame Compatibility The IronRidge Integrated Grounding _ _ System has been tested andcertified toF Dimension Range UL 2703 by Intertek Group plc. A 31.Omm-51.0mm UL 2703 is a proposed UL standard B 5.08mm(minimum) for evaluating solar module mounting any modula frames whose parameters are sot listed in the and clamping devices.It ensures these potltledtable haw hot been tested far compatibility. 3 devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and 1 72-cell solar module frames with box construction and a range of environments. anodization thicknesses. 2 The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strap of UL 1703,the solar module testing within the parameters stated above are compatible with the [` Ground,,straps ora used to standard,includingtemperature and bond rat-to-r iconnections. Grounding Wg p IronRidge integrated Grounding System. They are only required on the humidity cycling,electrical and mechanical v c emana Grounding g, g quality O Go to ironridge.corl rail wth the grounding tug. load testing,and manufacturing of PV modules to the reviews. groundingoorMudm. _ 8431 Murphy onve sm_ M. Te ephoneVvt 8.336 USA iStarling Madison Lofquist, Inc. 7elmohme:608.836.4400o,rsutrigSr rucrur.I andFacsmile: 808.8319278 wan,lntwekeam ' 5224 South 39"Street,Phoenix,Arizona 85040 Test Verification of Conformity i tel:(602)438-2500 fox:(602)438-2505 www.smleng.corn IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I I the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Atm:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: lronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(Symmetrical)l(Symmetrical)lClass A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the 1rou Ridge XR100 Rail for the subject solar module support system and and 3,listed photovoltaic modules.Gass-A Fire Rated for Steep Slope applications with Typel, determined that,for the configurations and entena described below.it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a 5"gap(distance between the bottom the applicable sections ofthe following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions.No perimeter guarding is required. Codes:ASCF/SFl 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51.61GD-005B,51-5000-001 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting 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 Alumimmn Design Manual,2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR l00 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a Verification issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules,typically,on the roof of a 8431 Murphy Drive Middleton,WI 53562 building. See Exhibit A-attached. The rails are clamped to alluninum angle brackets that are either Date of Tests: 08/27/2014 to 03/17/2015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. 'Phe Test Report Number(s): 101769343MtD-DOlrl,101769343MI0-001a,101915978MID-001&101999492MID-001arl-crl, rails are mounted across the slope with a small clearance(flush mounting)to the underlying roof This verification is part of the full test report(s)and should be read in conjunctionwith them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. Imply product certification. . All loads are transferred to the roof training the angle brackets by simple biaxial flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician II,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: Signature: - -"C"/ Date: 03/30/2015 Date: e03/30/2015� The effect of seismic loads(for all design categories.A-F)have been detemnined 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 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes. Th,verfftv i......ee.Musrvve us¢�r lnterak's c,lent and is pro dad pvr:u to the agrxmelre,1� 11kondirsC/rent.rrr(rrreY'.+,e:pvnsibiArycnA liouli:ycre IirnireCmrAer r¢rms andcondmons e;!h¢pgrremrnc Inmrrekvssumes ra Aabirryto ,Ywa,y,atn,tinnrc the rdienr in aerordazervirnmeopr¢emen:,foronylpss,e,penv ordamage ocra:rened by rix uu cJ tn,s Ver:ficotion.On(v tM Clien;Is orihonzed to permit copyinc or disrri[pY.on of rhix Veri(rca:bn.Any use ofthe InferreY none or o»e^,r,'s merrslor M,—or udrerM-1 ohne tested mmedlt product»,alae—,ftvae app vyrdin+,'rir»g byStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers relerenced An this Venjcpdpn p;e relevnnr only ro the rumple resr¢d/inspe<red.Thi,verlfrrcdon by?tse!fdoes rpt imply shpt IAe mllenol,r»oduce ar service is or nos euxr h¢n under an(r„ertek cerrricarien wage. GFT-OP-11a(24-10AR-2014) Iron Ridge June 16,2014 IronRidge .lune 16,2014 Mr.Da1id F.Taggart Pau e 8 of I I Mr.David F.Taggart Page 9 of]I Iron Ridge XRII)0 Rail,Roof Flush Mounting System-Structural Analysis 1ronRidge\RI00 Rail;Roof Flush Mounting System-Structural Analysis Table 7•MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 1 Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XRiDO Wind Ground Snow Load XR100 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 pst 10 20 30 40 50 60 70 80 90 Exposure mph 0 psi 10 20 30 40 50 60 70 80 90 5t PSI sf sf PSI sf sf osf osf psf psi PSI PSI psi PSI psi psf PSI 100 107 98 64 75 67 _61 56 52 49 46 100 107 96 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 CateBgory 130 96 91 80 72 66 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 140 91 j 88 78 70 65 60 1 56 52 49 46 140 88 86 78 70 65 60 56 52 49 46 150 B7 85 76 69 64 59 56 1 52 49 46 150 1 63 1 83 76 69 64 59 56 52 49 46 160 83 82 74 1 67 62 58 55 52 49 46 160 78 78 1 74 1 67 62 58 1 55 52 49 46 17D 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 51 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 93 81 73 67 51 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 48 120 90 87 77 70 65 60 ! 56 52 49 46 120 87 87 77 70 65 6o 56 52 49 46 Ca.gory 130 85 B4 75 6B 63 59 56 52 49 _46__ CateCgory 130 81 X81 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 86 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 170 64 64 64 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 9389 79 71 65 61 56 52 49 46 105 91 89 79 71 65 51 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 85 83 75 fib 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 CateDgory 130 80 80 72 66 61 58 54 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 45 140 75 75 70 64 60 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 150 66 66 66 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 1 160 1 62 62 62 60 57 54 51 49 47 45 170 64 64 62—T 58 55 52 50 48 46 44170 1 59 59 59 58 55 52 50 48 46 44 Notes-see page I I Notes-see page I I Starting Madison Lofquisy Inc. Consulting Stntcnual and Forensic Engineers Starling Madison L.ofquist,Inc. Consulting Structural and Forensic Engineers -8- -9- IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Tagearl Page 10 of I I Mr.David F.Taggart Page I I of I I IronRidge XR.100 Rail,Roof Flush Mounting System-Stuctural Analysis fronRidge XRI00 Rail,Roof Flush Mounting System-Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope 28 to 4S Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria: XR100 Wind Ground Snow Load I. Building mean roof height=30 it Rail Speed 2. Risk Category 1 Exposure mph 0 psi 10 20 30 40 50 60 70 BD 90 3. Solar module long dimension=67.5 in sf sf sf sf psi sf sf sf psi 4, Provide 2 in.clear between roof and mil 100 107 98 84 75 67 61 56 52 49 46 5. End cantilever span(max)=0.40 x maximtnn span from above tables 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 6, No rail splices in end spans 120 101 94 82 74 67 61 56 52 49 46 7. No rail splices in middle 1/3 of interior spans Category 130 94 91 80 72 _66 61 56 52 49 46 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1 08 for 6 140 88 88 78 70 65 60 56 52 49 46 continuous rails of 3 or more spates. 15083 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike nmmner in accordance with the`IronRidge Roof Mount Installation Manual"by 105 98 93 81 73 67 61 56 52 49 46 GonRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 45 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 45 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 81 81 75 68 63 59 56 52 49 45 not IronRidge or Starling Madison Lofquist. C 140 76 76 72 66 62 58 55 52 49 45 150 71 71 70 65 80 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 The adequacy of the supporting roof framing is to be determined by others. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 Please feel hee to contact me at your convenience if you have any questions. 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 E7266 61 58 54 52 49 46 Kespectfully yours,140 70 70 64 60 56 53 51 48 46150 66 66 62 58 55 52 50 48 46 TR 8 J. y •&aWARNER 160 62 62 60 57 54 51 49 47 45 o CIVIL 170 59 59 58 55 52 50 48 46 44 Tres Warner,P.E. No.49432 Design Division Manager so 9Fernr¢aE° J Not,;s-seepage I1 SS'ONAL YttGR� ext, Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -to- il- I E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, 11EM drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE No. DEscRlPrloN ott./sox I FLASHING,9-X 17 X.040",501 I a 2 GBLOCK,CLASSIC,A360.1 CAST AL,MILL I 3 PLUG,5EALING,S/16"X7/8",EPDM/18-8SS I 4 LAGSCREW,HEXHEAD,5/16'x5-1/7,188SS I t y 5 WASHER.FENDER.5/1)'IDN I-114"OD.IHSS I RACKING COMPONENTS NOT INCLUDED r 7 .1.CC -,c ;'ir Locate,hoose,and m k centers of rakers to be Carefully lift composition rodsh nglewith roofing Insert flashing between tat and 2nd course Slide unted.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 �. "Do next page flashing edge is above the drip edge of list course. .v Mark center for drilling. l— � — 2 1 r Quick MoLnt Pill ini AVAILABLE IN MILL,AND QMSE-LAG:QMPV E-MOUNT BRONZE ANODIZED FINISHES WITH LAG BOLT SIZE'lRnwner: ONn REv C oa«ar�.,.as.w A amrm:. 1 ate„ ...rn.m+n...n.w:°«.°ms"n....«...«,.mm, ••."•d^«,«..«au 3rrt.o.sa1 seen or f Los Laill out Using drill with 7/32"ht drill pilothole into roof Clean off any sawdustand fill hole with sealant Slide the Flashing into Poston.Insert the rubber Lag Boll Specifications and rafter,taking care to drill square to the rod. compatible with roofing materials. plug into the OBlock cavity, eoexr.cra.�y sits.ne:oa,a ii—it Dexo v,a anon u•r!r,re:eeon Dano[use mount as a drill guide.Drill should be 1 'long style hit;ska'aircraft extension bit'to drill a uavaasr',,.Lsm so Tay „s tv°deepholeintorafter. Dayua Fir,SauN f6 7. 5 Ery 5 etmaead Ba 6501dRpnel TOS 1% _. .� - j. r2 46 ova ss r! - E sewn, :e . c S'_1-Tr F arzm,Baa sa ex,I.nars-dos wNSR aFa Ncu w Tse xe � d- < � Sources Amennn Wood CourK I.NDs zoos.Table 112 A 1132A Notar, 21))ThSerNDST albee [fix,emguarrodeerdogreodNstines. ral roalmember. - ,•, is I `� �WaaLi1131'41eJ lIa•a'� ' [wick Mount PV` ndr e Slide the washer the Lf t( tinclud dl onto Using 1/2 inch socket on n impact dove RESPECT THE ROOF: the lag screw. the lag screw until the pBlock stops rotating easily. 00 NOT over-torque 817.2.3 31 Sep-2014,Rev 1 817.2.3-31 Sep-2014,Rev 1 Lacus Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY Shielded cat5 ® �7® INTERNET _ MZIM -:a O LGate 120 • • • •• SOLUTION •( �c�® i . 6 L I '.arm'' •• G It�N v. rrrz�s®The-Gatc 120 is a single-phase electronic watt-hour FEW ELECTRICAL for reinote monitoring SERVICE • • - ® INVERTER($) LGATE I2D • DV ARRAY transrniL meter data over cellularoi Ithernet networks allowing systern ovinet sand ohiLrators to easily manage distrih(Red solar assets. DIMENSIONS sOCI(FT METER LOCUST FEC, - METER BASE METER MODULE COMM MODULE 6.95 in I o The Gate 120 Combines a revenue-g a e,solid-state power meter tvdh an a:vanc.d communications gateway. Tnese components work in conjunction to remotely monitor the performance of residential solar energy ristallat on .. 63110 regardless of ptype.anel or Inverter heGate 120 is a one piece con)I under glass meter which Installs 1 o easily using a standard socket base Performance data is uploaded In near re -al Lrne to the I ocu_-nergy SolarOS monitoring platform whim provides a suite of loos and analytics for asset managers. 546 730 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 IRS 485 or 2!gbee ConnectlohS..All data is stored in non-volatile rnemory and then automatically uploaded to the SolarOS and SPECIFICATIONS SolarNOC platforms. Professor ARMS amEe—CPU Ar<ura[y ANSI1220(C'vsc Qn) Os a's!om yerSion 012.6.OTAr1111ware Uptlat. V.,M9Ci—, 120-49..-AC NETWORK CONNECTIVITY I—q 126 MB RAM Max.anmi—; 200A The com in u pica ti ons gateway Inside the-Gare 120 supports plug and play connectivity through a cel luiar cr available olsPlav LCD:erne:, sernce Type SIM910 phase,60 H2 e.,W TS 25 Ethernet network connection.Once the unit is Installed and no on,it tail!tun madlately begin iransmi rb ng data W lthout any-on hguration.Fo r max irnu On mia bill by t he Co m mu.,lead on s gateway w I l a L tomat lca llv rou to u in lila ds EOcwsure NEMA 3R Type between the wireless and wired connections if either of the networks are unavailable. Y1,01t SO2 ANsn2ze ra;c o.2x Clmensi— 6.95',6.5",).3" FCC Pat1 ISE _rvn Onrnent -201.BOC,till-we 1- PTCRB FEATURES Wavamy 5year umrea--ty AW Carver CamS. . •ANSI C12.20 power meter Easy,low Cost installation •RS-485 and Zgbee Inputs Doesn't require entrance into t'ne hi ilding M..NN.. . LG..vac Lw. r m..n0 -120 -3Q r o . 12o Ce!iular-3G GSM r✓ r J ✓ •GSMcellularcr Ethernetconnectivity Plug and olav activation Ps-ties zonaawar. ✓ Over the air firmware urcates LCD display Modbus J zigoee J Rix—R14f.X000,OHCP/Static ✓ Single Meter Sockets-Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application •Single meter position -• "' Receive ANSI C12.10rtthour meters /I• F •Surface or flush mount(see chard • 1i� 011 F-Flush Mount tw 'A• Construction ✓` ��+•t •Ring type IUI204 MS68 2'Conduit Hub pq µ• ti• •4e:1� O (UI207 MS60A-MS73♦MS68 v NEMA Type 311 U` 4F=2 •ANSI 61 gray Eeoat finish 927 A ALScrew Type Ring SF-Semi Flush Mount dG 2 h' 2 I'h' 7 Ue' 0 •Aluminum snap ring included SS-Stainless Steel Top Prov s on-See Chan Standards Accessories UL 414 Listed 5th Jaw Kit-50365 •ANSI C12.7 200A Triplex Ground-ETB200 Knockout layouts 011(closed) U204(open) .AW Hub P•rr/UPc cedn0 Aw sinio• —c—wd— Fig.1 Fig.2 Ntmber Ni Resng devn Type A—, lien Load Nil 78205142000 011 125 4 1013W OHNG 414-2/0 C-4-2/0--74 iii210 Top Provision "e lop Provision 18205142040 0111 125 4 10/3W OHNG 414-2/0 1142,'0 114-2/0 78205142045 011 MSA 125 4 10/3W OHNG 414.2/0 114.2/0 114-2/0 78205142050 01151 125 4 10/3W OHNG 414-2/0 114-2,'0 114-2/0 78205144030 927 100 1 30/4W OHNG 114-1/0 114-1/0 114-2/0 78205158000 204 200 4 1013W OH 10-250MCM 16-250MCM i6-350MCM 78205156020 204E 200 d 70l3W. OH d'D-250MCM M-2WMCM /6-350MCU 78ZD5156030 204 FMS13 200 4 101 OH #6-Z5oMCM /6-250MCM /6-35GMCM 78205156040 204 M560 200 4 7073'N OH /6.2WMCM /6-250MCM 16-350MCM 711205156035 204 MS6014 200 4 10/3W OH ffi-250MCM 16-250MCM I6-350MCM -- 78205108490 204 MSA 200 4 10/3W OH /fi-250MCM /6-250MCIA 16-311MCM 4F - 78205156C05 U204 200 4 10/3W UG /fi-250MCM ss-250MCM /6-3WMCM qF 4F 4F 7B20515GC45 U204F 200 4 10/3W UG 16.250MCM 16.250MCM /6-350MCM 78205156CE0 U201FMS73 200 4 10/3W UG /6.250MCM 5-250MCM 76-350MCM 1A -^•' 78205156070 Ul MS73 200 4 10/3W UG R-250MCM 16-250MCM 16-350MCM 78205156140 UZ07 200 7 10/4W CHAIG 1F-250MCM i6-211MCM "'251MCM OF 1A 78205156170 U207F 200 7 30/4W UG 76250MCM 1 6 -2WMCM 76-250MCM IB205156100 U207 MS73 200 7 30/4W CH/UG 15-250MCM 16-250MCM 1b-250MCM P."Pc g•teleI —Oremll Oimensl•m— ToD Krockour Nwber Number Height Wtdib -1 Prorisioe 4eyDN Fig.3 Fig.4 78205142100 011 12- 8" 4`/e' AW Hub Fig.1 ToP Prevision 78205142M0 011 F 12' 8' 4'/e" 2"max KO Fig.1 782051d2045 011 MS73 12' 8' 41W AW HW Fig.t Top Provision 78205142050 011 SF 12' 8' 4`-/i 2'max KO Fig.1 78P051d4030 927 17' 8' 4`/e' AW Huh Fig 7 78205156000 2o4 15' 8' 4'/i Aii Fig.2 78205156010 204, IS' 0' 6" 2"max KO Fig.2 0 ,41 O78Z05156030 204 FMS7315KO711205156040 204 MS68 i5" 8' 4`'/e' AW/2'HeS Fig.2 713205156035 204 MS60A 15' 8" d/a" AW 4G Fig.2 OG 78205108490 204 MSA 75' e' 4'/i None Fig .2 'I 78205156005 U204 15' 12' 4'/i None Fig.3 - 78205156U45 UZ047 15" 12` 1" 121 Z'max KO Fig. �\II1F`/��J.l/�41I'' 4F 4g 1 78205156060 0204 F MS73 15' 12' 1A None Fig 3 \ OF ey'; 4G 78205156070 0204 MS73 15' 12 4a/i None 76205156140 U2g7 18' 12" 5" AW Hub Fig 4 AIG Note' 78205156170 U207 F 18' 12" 5' 2/2'max KO Fig 4 Fat short citotit einem Kr 1 W aG 2A 78ZU5156180 U2W MS73 18" I2" 5 AW Hub Fig.4 ratingssee page 131. B-Line Dare ublecttolung—rhoutnotice,Consul:locelutility foraceptance.All dimensionsareinintlres. Detasublecrtotlmngewr,v<nonce.Consahloc.I riri,IF,reaacceF—.Aildimensionsareinii,— Line 5 Meier Mounting Equipment Meier Mounting Equipment 6 by by E:T•R! by E:7.1f1 I.CCUS ENERGY October 22nd,2013 This letter is to certify that the-Gate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively.Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R32CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards Including electrical and environmental safety,as well as resistance to various types of mechanical shock.As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at su000rt(alccuseneray.com. The Lacus Energy Team Locus Energy,LLC www.lotusenergy— Classic Conduit Composition Mount I AMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with ITEM NODESCRIPTION OTY. . ... .. 1/8"bit,drill or impact gun with 7/16'deep socket. . THIS EDGE TOWARDS ROOF RIDGE I FLASHING.9'x 1T%.040.5052.MILL I • • . • 2 QaLQCK.CONDUIT,5/16',6061 i6,MILL 1 3 WASHER,SEA-,1BGONDE ID 2/S"OD.EPDM I —.•.. 4 tAG SCREW.HEN HEAD,I/4"x21/2",1885$ i AVAILABLE IN MILL,CLEAR ANODIZED, •f" I... A'fj,� $'i H*� 3 AND BRONZE ANODIZED FINISHES. 12,0 y , CONDUITCZAMP r' t� 1.3 NOiINCLUDE Ll r _ y • 2 3 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove 2.5 of conduit Select location over center of rafte, above placement of conduit mount any nails that conflict with getting the mount flush 3 with front edge of shingle course.Mark termer for ® drilling. ' 0.e; < 9.0 .79 Quick Mount PV TITLE fail —� QMCC:CLASSIC CONDUIT COMPOSITION MOUNT 7 s _Sltf [wawN ar eAo aw A oAFe. srzafmu 4 ..M.....rt.,.,...,.,e�aoc,�.r.r.roK®. ^""'^""'°""""°"' °O"°"�"`°'" m•.s n.cexeaw..n s.Ae.� _ .ose s�nlor Using drill with 1/8'long bit,drill plot hole into Clean off any sawdust,and fill hole with roof Lift shingle and slide conduit mount into place. s + a a I roof and rafter,taking care to drill square to the manufacturers approved sealant. Prepare lag bolt wide sealing washer and single hole roof. clamp(not included)as shown.Insert lag through hole in block,and position clamp overconduit. Lag Bolt Sitodf octicns rc Gmvry �l•_nan Wr.Sa Inreat awpn :r+sa I tlu aeta!i Ipr_ Dou0les Fr,lemn spec� 353 _ X225 W �! �• E.,rtld.�an —.LMaecaa Pxm(dsn IG'd I a t s-1 - �Slv ap 35a 313 i's 12 Fe(E o:2mAmn pay aGO hyMi waae•MNSeaiw:MF.II 51 :WJ 125 Saurt.:Rmerl;an Wood Caundl,Nps 2005.TaNe I l]0.113.1 A Not.: Ilrhread mustbe embedded lnarakerwothersw<tamlroolmember. Insert lag through hole in black,and position zl see Bcror regwrededgedinances. clamp over conduit Using drill with 7/16°socket, IA&ORTANT:ro mannlovnta•poohny nl:ImpwumtMltna aluminamflazhlrg Giem l7 klvonedy Placed veee,oaa rull<oe,seawvP tMrmunnnq bMrwllha laaa:ome oftha drive lag until block is tight. naNr�y e,saw�rro vP vrwernK cw,rse abom tn•r+.—.II Qu,1 lr.:,,,.,,nr,.n •ck Mount PV' Quick Mount PV" 925-478-8269•www.quickmountpv.com•info@quickmountpv.com RESPECT THE ROOF 270CMitchell Dr.,Bldg2•Walnut Cfeek,CA 94598 817.2.3$ Aug-2014,Rev4 R17.2.3-8 Aug-2014,Rev 02o 13 by Quick Mount Is/.All rights reserved. Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 55 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce Ct I p9 35 psf (ASCE7-Eq 7-1) where pg 5 20 psf, Pf min=I x pg= NIA min snow load(maslope<15') where pg>20 psf,Pf min=20 x I= NIA min snow load(,00fsiope<15') Therefore,pf=Flat Roof Snow Load= 35 psf p5=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.925 ps=Sloped Roof Snow Load= 32.1 psf PV Dead Load=3 psf(Per Sungevity) Roof Dead Load(ARRAY 1) . Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(ARRAY 1) 9.0 psf DL Adjusted to 33 Degree Slope 10.7 psf Roof Dead Load(ARRAY 2) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(ARRAY 2) 9.0 psf DL Adjusted to 33 Degree Slope 10.7 psf Roof Dead Load(ARRAY 3) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(ARRAY 3) 9.0 psf DL Adjusted to 45 Degree Slope 12.7 psf Roof Dead Load(ARRAY 4) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(ARRAY 31 9.0 nsf Wind Calculations Per ASCE 7-05 Components and Cladding -- --Input Variables -- Wind Speed 110 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 33 degrees Mean Roof Height 18 ft Building Least Width 16 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*I (Eq_6-15) Kz(Exposure Coefficient) = 0.88 (Table 6-3) Kzt(topographic factor)= 1 (Fig. 6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph Importance Factor= 1 (Table 6-1) qh= 23.17 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.10 -1.10 0.85 (Fig.6-11) Uplift Pressure= -20.85 psf -25.49 psf -25.49 psf 19.7 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 5.38 5.38 5.38 Tributary Area= 21.52 21.52 21.52 Footing Uplift= -449 Ib -549 Ib -549 Ib Standoff Uplift Check Maximum Design Uplift= -549 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity>549 Ib demand Therefore,OK Fastener_Capacity Check _7 Fastener= 1 -5/16"dia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth = 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 Ib capacity>549 Ib demand Therefore,OK (ARRAY 1) PASS w=61 plf Dead Load 10.7 psf PV Load 3.0 psf Snow Load 32.1 psf EEEEEW]O;R�afterrs 16"o.c. ® 0 Governing Load Combo=DL+SL Member Span=13'-5" Total Load 45.8 psf Member Properties j Member Size S(in"3) 1(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 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 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL^2)/8 = 1374.05 ft# = 16488.6 in# Actual Bending Stress=(Maximum Moment)/S =770.9 psi Allowed>Actual--60.6%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E= 1400000 psi Per NDS) = 1.341 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.322 in = U500 > U120 Therefore OK Allowed Deflection(Live Load) = L/180 0.894 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.226 in U713 > U180 Therefore OK Check Shear Member Area= 13.9 in"2 Fv(psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L 12 = 4101b Allowed>Actual--21.9%Stressed -- Therefore,OK (ARRAY 2) PASS w=61 plf Dead Load 10.7 psf PV Load 3.0 psf Snow Load 32.1 psf 2x10 Rafters@ 16"o.c. 8 Governing Load Combo=DL+SL Member Span=10'-7" Total Load 45.8 psf Member Properties Member Size S(in"3) 1(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 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 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL^2)/8 = 854.986 ft# = 10259.8 in# Actual Bending Stress=(Maximum Moment)/S =479.7 psi Allowed>Actual-37.7%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = 1-1120 (E=1400000 psi Per NDS) = 1.058 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.125 in = 1-11016 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.705 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.088 in U1444 > U180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 3231b Allowed>Actual--17.3%Stressed -- Therefore,OK (ARRAY 3) PASS w=64 plf Dead Load 12.7 psf PV Load 3.0 psf Snow Load 32.1 psf 2x10 Rafters 16"0,0. O Governing Load Combo=DL+SL Member Span=8'-7" Total Load 47.8 psf Member Properties Member Size S(in^3) I (in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 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 1.1 x 1.15 Allowed Bending Stress= 1272.9 psi Maximum Moment = (wL^2)/8 = 586.933 ft# = 7043.2 in# Actual Bending Stress=(Maximum Moment)/S =329.3 psi Allowed>Actual-25.9%Stressed -- Therefore,OK Check Deflection Allowed Deflection (Total Load) = L/120 (E=1400000 psi Per NDS) = 0.858 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5W'L^4)/(384*E*I) = 0.057 in = U1808 > U120 Therefore OK Allowed Deflection (Live Load) = L/180 0.572 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.038 in U2711 > U1 BO Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 2741b Allowed>Actual--14.7%Stressed - Therefore,OK -- (ARRAY 4) PASS w=64 plf Dead Load 12.7 psf PV Load 3.0 psf _ Snow Load 32.1 psf 2x10 Rafters @ 16'o.c.: Governing Load Combo=DL+SL Member Span=8'-7" Total Load 47.8 psf Member Properties Member Size S(in^3) I(in"4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 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 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL"2)/8 = 586.933 ft# = 7043.2 in# Actual Bending Stress=(Maximum Moment)/S =329.3 psi Allowed>Actual- 25.9%Stressed Therefore,OK Check Deflection Allowed Deflection (Total Load) = L/120 (E=1700000 psi Per NDS) = 1.341 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.057 in = U1808 > U120 Therefore OK Allowed Deflection (Live Load) = L/180 0.894 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.038 in U2711 > U180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L 12 = 2741b Allowed>Actual--14.7%Stressed -- Therefore,OK Per 2009 IBC Chapter 34 Existing Weight of Effected Building Level Area Weight psf Weight(lb) Roof 1021 sf 10.7 psf 10925 Ib Ceiling 1021 sf 6.0 psf 6126 Ib Vinyl Siding 158 ft 2.0 psf 5694 Ib (8'-0"Wall Height) Int.Walls 158 ft 6.4 psf 18221 Ib Existing Weight of Effected Building 40966 Ib Proposed Weight of PV System Weight of PV System(Per Sungevity) 3.0 psf Approx.Area of Proposed PV System 803 sf Approximate Total Weight of PV System 2409 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 4097 Ib Approximate Weight of PV System(Actual) 2409 lb Percent Increase 5.9% 4097 Ib>2409 Ib,Therefore OK 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. 111 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—6`h Edition 1 Oi"g��ref Permit Applicant 9/3/15 Date 3/11/YU10 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: The Hamilton Group, LLC PHONE 973-292 2292 Fv No): 3 Wing Drive E-MAIL Cedar Knolls NJ 07927 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:SeleCtiVe Way Ins 26301 INSURED SKYLI-3 INSURER B:Slective Ins Co Of the S. East 39926 Skyline Solar LLC INSURERC:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 INSURER 0: 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. INSRTYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DDNY MM/DD/YY B GENERAL LIABILITY S 2106548 /6/2015 /612016 EACH OCCURRENCE $1,000,000 MAGE TO RENTED XPREM SES(Ea occurrence $100,000 COMMERCIAL GENERAL LIABILITY CLAIMS-MAGE IT] OCCUR MED EXP(Any oneperson) $10,000 PERSONAL 8 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 LOC 1 $ B AUTOMOBILE LIABILITY A 9093015 !24/2015 /24/2016 Ea accident I M $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY acciRd Y DAMAGE $ HIRED AUTOS AUTOS (Pe $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2014 0/11/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I X RETENTION$10,000 $ C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2015 3/8/2016 X I WC STA TU- OTH- AND EMPLOYERS'LIABILITY Y/N L ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $1,000 000.00 OFFICER/MEMBER EXCLUDED? Y (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 612015 /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 g� n 1PIRR-2010 ACORD CORPORATION_ All riahtq recervPd_ The Commonwealth of Massa,chusetts Department of Industrial Accidents 1 Office of Investigations ' d I Congress Street,Suite I00 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Skyline Solar LLC Address: 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379 phone#:732-354-3111 Are you an employer? Check the appropriate box: Type of project (required):6 1.® I am a employer with 4. ® I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2. .I am a sole proprietor or partner- listed on the attached sheet. 7. ® Remodeling ship and have no employees These sub-contractors have g. ® Demolition working for the in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.® Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.® Roof repairs insurance required.] t c. 152, §1(4),and we have no FIV Solar employees. [No workers' 13.® Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and joh site information. A.I.M. Mutual Insurance Company Insurance Company Name: Policy#or Self-ins. Lic. #:VWC-100-6018336-2015A Expiration Date:3/8/2016 Job Site Address: 30 Amberville Rd. North Andover, MA 01845 City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c fy nd r the pains and penalties of perjury that the information provided above is true and correct. 9/3/15 Signature: I e Date: Phone#: -35 111 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 91te eo Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: LLC r Expiration: 6/712016 Tr# 251923 SKYLINE SOLAR, LLC. f _ $ 4FA ✓ _ `, PETE DEBBAS -- 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. C Address [[] Renewal 1,71 Employment Ll Lost Card OPS-CAI 0 SpM.pq/pq-t//atTT0121fiOQ ��� �/ ✓1.'L�om4tt4?LflJClxU/L o�✓vG!!<Jdar�utdE�6 Office of Consumer Affairs&Business Regulation License or registration valid for individul use only - HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: -X772284 Type: Office of Consumer Affairs and Business Regulation Expiration:_-61,7Y2016 LLC 10'Park Plaza-Suite 5170 Boston,MA 021,16 SKYLINE SOLAR,>LLC_ _ PETE DEBBAS 124 TURNPIKE ST SoITE`10 WEST BRIDGEWATER,.MA 02379 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Scarce of Building Regulations and Standards Cow,truction Superxisur License.CS-027047 PHILIP J CHOUM. 79 Oak St.Unit#f0:3 . Ashland ABTA 01.7.11 �k k4 �Y Expiration Commissioner 11109/201:5 Office of eonsurner• Affairs and Business Regulation s 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type; Supplement Card Expiration: 6/7/2016 SKYLINE SOLAR, LLC. PHILIP CHOUINARI 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. SCA 1 0 20n+OW11 [-1 Address Renewal ( I Employment Lost Card .fiice of Consumer Affairs&Business:Regulation License or registration valid for individul use only SOME IMPROVEMENT CONTRACTOR before the expiration date.. If found return to: Office of Consumer,Affairs and Business Regulation registration: 172Q84 Type: 10 Park Plaza Suite 5170 s Expiration: 6r712016 Supplement Card Boston,MA O2116 SKYLINE SOLAR,LLC. PHILIP CHOUINARD 139 GLENDALE AVE. EDISON,NJ 08817 tJndcrsecrc'IAry Nat valid without signature —� �