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HomeMy Public PortalAbout109 STONEHENGE DRIVE Vk E liwllS /i/`/�i A� p i ca ti o n # `\,�� ` %// Town of Brewster MOO %M0 o : 0 9� �r ' Historic District Committee Nrt� 2198 Main Street Fee : 0 Brewster, Massachusetts 02631- 1898 Date f/? `• ( 508 ) 896-3701 Ext. 1125Paid ► 3 .903L1 Fax ( 508 ) 896-8089 y a 3a g @ g ov Email : buildin Brewster ma . Checktt �ii�i///rrrlrlulllln�u��\\�� Map Lot a Certificate of Appropriateness (Please read reverse side for requirements) Address of Proposed Work 109 STONEHENDGE DRIVE , BREWSTER , MA 02631 Owner's Name CATHERINE HARTLEY Telephone # ( ) Owner's Mailing Address 109 STONEHENGE DRIVE , BREWSTER , MA 02631 Agent or Contractor DANIEL KELLEY/FREEDOM FOREVER MASSACHUSETTS LLC Telephone # ( ) Agent's Address 135 ROBERT TREAT PAINE DRIVE , TAUNTON , MA 02780 Agent/Contractor & Mail permitsma@freedomforever. com Please check categories that apply : Exterior Building Construction Indicate Building Type Exterior Structure New Building ❑ House M Painting ❑ Fence ❑ Addition ❑ Garage ❑ Wall ❑ Alteration Gd Commercial ❑ Shed ❑ Other ❑ Other ❑ Briefly describe proposed work (and complete attached Specification Sheet) : Rn0E nnnoi ,NITED PV S 0 LNAM R PlWE6S - 5 . 040 14w 2Y2TFN4 16 TTI_ PAN ELS - 150A Applicant' s Signature This Certificate is hereby Date Signed Cert.ofAppropriatenessPagel Application # Specification Sheet (Please complete only those portions which apply to your application) Foundation Type Amount Visible ( not to exceed 18" ) Siding Amount Visible Type Exposure Color Trim Size of Cornerboards Size of Casings ( 1x4 minimum ) Rakes 1St Member 2 " d Member Depth of Overhang Color (s ) Windows Type Manufacturer ( Provide Spec Sheet) Grilles or true divide Size Color Skylights Type Manufacturer Size Color Roof Pitch ( 7 pitch minimum ) Material Exposure Color Style Fencing * Type Height *All stockade type fencing must have "good" side Color facing out. Chimney Type Size Color Deck Material Color - & Railing Material Color Shutters Material Color. Garage Doors ( s ) Size of Opening Style ( Provide Spec Sheet) Color Manufacturer Gutters Type Color Over Cert. ofAppropriatenessPage3 Specification Sheet — Page 2 Storm Windows Material Color & Door ( Provide Spec Sheet) Entry Doors Type Front Front & Side ( Provide Spec Sheet) Side Other Manufacturer Size Color Attic/ Roof ( Gable Louver, Ridge Vent, Etc . ) Venting Landscaping Plans Driveway Type of Steps Exterior Fuel Tank Screening Other 16 PV S0I=AR RIA N € I= SR00F NAni iNiTEn ON 0NIE pi A,niF Ce rt.ofApprop riatenessPage4 BARUN CORP December 28 , 2020 RE : CERTIFICATION LETTER Project Address : Hartley, Catherine Residence 109 Stonehenge Dr, Brewster, MA 02631 Design Criteria : - Applicable Codes =2015 IBC W/780CMR, 2015 IRC W/780CMR , ASCE 7- 10 , and 2015 NDS - Risk Category = II - Wind Speed = 140 mph , Exposure Category B , Partially/Fully Enclosed Method - Ground Snow Load = 25 psf - Roof 1 : 2x10 @ 16" OC , Roof DL = 12 psf, Roof LL/SL = 23 psf (Non- PV) , Roof LL/SL = 12 . 5 psf ( PV) To Whom It May Concern , A jobsite survey of the existing framing system of the address indicated above was provided . All structural evaluation is based on the site inspection observations and the design criteria listed above . Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof. The structural review applies to the sections of roof that is directly supporting the solar PV system . Based on this evaluation , I certify that the alteration to the existing structure by installation of the PV system meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above . Additionally , the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes . Sincerely, Chris H . Kim , P . E . �k OF MAS`fq Digitally signedChrel S by Chris H Kim CHRIS H . rM o KIM Date : No . 52430 y HK i m 2020 . , 2 . 28 20 : 28 : 45 - 05 ' 00 ' NAL Barun Corp I Design and Engineering 1 610. 202 .4506 1 chrisk@barun -corp . com I www . barun -corp . com Roof 1 PV System Dead Load ( PV- DL) PV module weight 2 . 5 psf Hardware assembly weight 0 . 5 psf PV- DL 3 psf Roof Dead Load ( R- DL) Material Panel Area Existing Roofing Material Comp Roof 1 layers 2 . 5 psf Underlayment 0 . 5 psf Plywood Sheathing 1 . 5 psf Rafter Size and Spacing 2x 10 @ 16 in . O . C . 2 . 97 psf Vaulted ceiling Yes 3 psf Miscellaneous 1 . 5 psf Total Roof Dead Load R- DLj 12 psf Reduced Roof Live Load ( Lr) Expression Value Roof Live Load Lo 20 . 0 psf Member Tributary Area At < 200 sf Roof 1 Roof Pitch 10/ 12 or 400 Trubutary Area Reduction Rl 1 Slope Roof Reduction R2 0 . 7 Reduced Roof Live Load Lr = Lo ( RI) ( R2) 14 .0 psf Snow Load Value Ground Snow Load pg 25 Effective Roof Slope 400 Snow Importance Factor Is 1 . 0 Snow Exposure Factor Ce 1 . 0 Snow Thermal Factor Ct 1 . 1 Minimum Flat Roof Snow Load pf_m; n 20 Flat Roof Snow Load Pf 25 Slope Roof Snow Load on Roof (All other surfaces ) Roof Slope Factor Cs-roof 0 . 92 Ps-roof 23 . 10 Sloped Roof Snow Load on PV ( Unobstructed slippery surfaces) Roof Slope Factor CS-PV 0 . 50 P5-PV 12 . 50 Barun Corp Design and Engineering 610 . 202 . 4506 1 chrisl< @barun - corp . com www . barun - corp . com COMPANY PROJECT WoodWorks/ Dec . 28 , 2020 17 : 30 Roof 1 Design Check Calculation Sheet Wood Works Sizer 2019 ( Update 1 ) Loads : Load Type Distribution Pat - Location [ ft ] Magnitude Unit tern Start End Start End DL Dead Full Area No 12 . 00 ( 16 . 0 " ) psf DL - PV1 Dead Partial Area No 4 . 10 11 . 64 3 . 00 ( 16 . 0 " ) psf SL - PV1 Snow Partial Area No 4 . 10 11 . 64 12 . 50 ( 16 . 0 " ) psf SLI Snow Partial Area No 0 . 00 4 . 10 25 . 00 ( 16 . 0 " ) psf SL2 Snow Partial Area No 11 . 64 12 . 10 25 . 00 ( 16 . 0 " ) psf Maximum Reactions ( lbs ) , Bearing Capacities ( lbs ) and Bearing Lengths ( in ) . 16 .39311 1 . 2 ' 12 . 079 ' Unfactored : Dead 154 137 Snow 174 104 Factored : Total 328 241 Bearing : F ' theta 589 589 Capacity Joist 773 442 Support 586 586 Des ratio Joist 0 . 42 0 . 54 Support 0 . 56 0 . 41 Load comb # 2 # 2 Length 0 . 50 * 0 . 50 * Min req ' d 0 . 50 * 0 . 50 * Cb 1 . 75 1 . 00 Cb min 1 . 75 1 . 00 Cb support 1 . 25 1 . 25 Fcp sup 1 625 625 * Minimum bearing length setting used : 1 /2 " for end supports and 1 /2 " for interior supports Roof 1 Lumber n - ply , S =P - F , No . 1 / No . 2 , 2x10 , 1 - ply ( 1 - 1 /2 " x9 - 1 /4 " ) Supports : All - Timber-soft Beam , D . Fir- L No . 2 Roof joist spaced at 16 . 0 " c/c ; Total length : 16 . 39 ' ; Clear span : 1 . 535 ' , 14 . 107 ' ; Volume = 1 . 6 cu . ft . ; Pitch : 10/ 12 Lateral support : top = continuous , bottom = at supports ; Repetitive factor: applied where permitted ( refer to online help ) ; This section PASSES the design code check . F-1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Roof 1 WoodWorks® Sizer 2019 ( Update 1 ) Page 2 Analysis vs . Allowable Stress and Deflection using NDS 2018 Criterion Analysis Value Design Value Unit Analysis / Design Shear fv = 19 Fv ' = 155 psi fv / Fv ' = 0 . 12 Bending ( + ) fb = 357 Fb ' = 1273 psi fb / Fb ' = 0 . 28 Bending ( - ) fb = 22 Fb ' = 528 psi fb / Fb ' = 0 . 04 Live Defl ' n 0 . 07 = < L / 999 1 . 42 = L / 120 in 0 . 05 Total Defl ' n 0 . 21 = L / 796 1 . 70 = L / 100 in 0 . 13 Additional Data : FACTORS : F / E ( psi ) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC # Fv ' 135 1 . 15 1 . 00 1 . 00 - - - - 1 . 00 1 . 00 1 . 00 2 Fb ' + 875 1 . 15 1 . 00 1 . 00 1 . 000 1 . 100 - 1 . 15 1 . 00 1 . 00 - 2 Fb ' - 875 1 . 15 1 . 00 1 . 00 0 . 415 1 . 100 - 1 . 15 1 . 00 1 . 00 - 2 Fcp ' 425 - 1 . 00 1 . 00 - - - - 1 . 00 1 . 00 - - E ' 1 . 4 million 1 . 00 1 . 00 - - - - 1 . 00 1 . 00 - 2 Emin ' 0 . 51 million 1 . 00 1 . 00 - - - - 1 . 00 1 . 00 - 2 CRITICAL LOAD COMBINATIONS : Shear LC # 2 = D + S Bending ( + ) : LC # 2 = D + S Bending ( - ) : LC # 2 = D + S Deflection : LC # 2 = D + S ( live ) LC # 2 = D + S ( total ) Bearing Support 1 - LC # 2 = D + S Support 2 - LC # 2 = D + S D= dead L = live S = snow W= wind I = impact Lr = roof live Lc = concentrated E = earthquake All LC ' s are listed in the Analysis output Load combinations : ASD Basic from ASCE 7 - 16 2 . 4 / IBC 2018 1605 . 3 . 2 CALCULATIONS : V max = 203 , V design = 178 lbs ; M ( + ) = 637 lbs - ft ; M ( - ) = 39 lbs - ft EI = 138 . 50e06 lb - in ^ 2 " Live " deflection is due to all non - dead loads ( live , wind , snow . . . ) Total deflection = 1 . 5 dead + " live " Bearing : Allowable bearing at an angle F ' theta calculated for each support as per NDS 3 . 10 . 3 Lateral stability ( - ) : Lu = 14 . 19 ' Le = 22 . 69 ' RB = 33 . 5 ; Lu based on full span Design Notes : 1 . WoodWorks analysis and design are in accordance with the ICC International Building Code ( IBC 2018 ) , the National Design Specification ( NDS 2018 ) , and NDS Design Supplement . 2 . Please verify that the default deflection limits are appropriate for your application . 3 . Continuous or Cantilevered Beams : NDS Clause 4 . 2 . 5 . 5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans . 4 . Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 . 4 . 1 . 5 . SLOPED BEAMS : level bearing is required for all sloped beams . 6 . FIRE RATING : Joists , wall studs , and multi - ply members are not rated for fire endurance . 7 . The critical deflection value has been determined using maximum back- span deflection . Cantilever deflections do not govern design . I PHOTOVOLTAIC S PV SYSTEM SUMMARY : 5 . 040 KW CITY NOTES : Z\ OFM41 RESIDENTIAL PHOTOVOLTAIC SYSTEM THIS PROJECT COMPLIES WITH THE FOLLOWING : SYSTEM SIZE ( DC ) STC : 16 X 315 - 504OW DC 2015 INTERNATIONAL BUILDING CODE ( IBC ) W/780 CMR CHRIS H . 2015 INTERNATIONAL RESIDENTIAL CODE ( IRC ) W/780 CMR o KlhA -� PTC : 16 X 294 . 1 = 4706W DC 2018 INTERNATIONAL MECHANICAL CODE ( IMC ) `' No . 52430 SYSTEM SIZE (AC ) 5000W AC @ 240V 2018 INTERNATIONAL PLUMBING CODE ( IPC ) �O� 'pfGST MODULES 16 X LONGI LR6 -60HPB -315M 2018 INTERNATIONAL FUEL GAS CODE ( IFGC ) SS/ONAIE�G\� 2018 INTERNATIONAL ENERGY CONSERVATION CODE ( IECC ) OPTIMIZERS 16 X SOLAR EDGE : P340 2015 INTERNATIONAL EXISTING BUILDING CODE ( IEBC ) W/780 CMR 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE ( ISPSC ) INVERTER SOLAR EDGE : SE5000H - USRGM [ S11 ] 2020 NATIONAL ELECTRICAL CODE ( NEC ) ChrisH Digitally signed TILT 40 ° AS ADOPTED BY TOWN OF BREWSTER by Chris H Kim AZIMUTH 200 ° K i m Date : 2020 . 12928 ROOF COMPOSITION SHINGLE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM 20 : 30 : 03 - 05 ' 00 ' RAFTER/TRUSS SIZE � 2X10 RAFTER @ 16 " O . C . CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP - SIZING AS REQUIRED BY FIELD CONDITIONS . SITE LOCATION : ATTACHMENT TYPE UNIRAC : SFM INFINITY MICRORAIL WITH UNIRAC SFM INFINITY RAIL - LESS ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAIN SERVICE PANEL EXISTING 150 AMPS MSP WITH 150 AMPS MAIN MAXIMUM EXTENT POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR BREAKER ON END FED TO THE SURFACE UPON WHICH THEY ARE MOUNTED . INTERCONNECTION PV BREAKER TIES IN MSP MODULES SHALL BE TESTED , LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN o OCPD RATING 30 AMPS ACCORDANCE WITH UL 2703 . SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED • 109 SIonehenge Dr, PER SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE m Brewster, MA 02631 a UTILITY EVERSOURCE ENERGY MA FIELD . y INSTALLATION NOTES : o rec m'` • PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS INVERTERS . TABLE OF CONTENTS • INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK , EMT PV- 1 SITE LOCATION AND HOUSE AERIAL VIEW CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNT . • DIG ALERT ( 811 ) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY SITE LOCATION PV-2 SITE PLAN PRIOR TO ANY EXCAVATION TAKING PLACE PV-2A ROOF PLAN WITH MODULES LAYOUT HOUSE AERIAL VIEW : a - PV-3 MOUNTING DETAILS PV-4 THREE LINE DIAGRAM jo PV-5 EXISTING SERVICE PANEL MAO j PV- 6 NOTES AND EQUIPMENT LIST PV- 7 LABELS PV-7A SITE PLACARD PV-8 OPTIMIZER CHART flip PV-9 & 10 SAFETY PLAN MODULE LOCATION freedom ELECTRICAL CONTRNT ACTOR CT CLIENT [REVISIONS TITLE SHEET : HOME BUSINESS ESELECTRICL " HARTLEY , CATHERINE " DATE : 12/23/2020 lseoeo; BuslNEss ELECTRICAL DESCRIPTION DATE REVISION O R E V [ R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR a uCENSECS-111so2; MASTER 109 STONEHENGE DR , DESIGN SITE LOCATION AND ELECTRICIAN 1198 MR 3 MFS HOUSE AERIAL VIEW MASSACHUSETTS BREWSTER , MA 02631 BY: PV - 1 GREG ALBRIGHTLLC ( 301 ) 908- 30012135 ROBERT TREAT PAINE DR . , TAUTON , MA 027£30 11,bI �, ; VU �t - 1 JOB NO . : F071785 TPI lA001 3R5- 1075 JJr�,•l/ �l ROOF AREA s 171 . 77 , SQ FT PV SYSTEM 5 . 040 kW- DC 5 . 000 kW-AC PROPERTY LINE HOFMgssgc \ ROOF LINE l CHRIS H . tiN O� 2 K No . 52430 44/ A'pp61STt��" �SSlONALE�G\ CID CO 7g1_4 „ \ ( N ) JUNCTION BOX vv Y l 139 ;4 „ / ( E ) UTILITY METER 0 CID / CO ( E ) MAIN SERVICE PANEL \ ( N ) SMART PRODUCTION METER ( N ) SQUARE D DU221 RB 2 \ ( N ) SOLAREDGE SE5000H - USRGM [S11 ] INVERTER WITH RAPID SHUTDOWN ( N ) 16 LONGI LR6 -60HPB -315M SITE PLAN 1 SCALE : 1 " = 30 ' freedom ELECTRICAL CONTRACTOR CLIENT: REVISIONS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR � � � � DATE : 12/23/2020 198080; BUSINESS ELECTRICAL HART L EY CATHERINE DESCRIPTION DATE REVISION F o R [ V f ii CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR ' LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR BREWSTER , MA 02631 3 BY: MFS SITE PLAN Pv - 2 GREG ALBRIGHT LLC 1 ( 301 ) 908 -3001 2 135 ROBERT TREAT T P1n,N RDRn TSAUTON , MA 02780 4jF- / , I'�'�I t - 1 JOB No . : F071785 ROOF AREA STATEMENT ROOF AREA . 2171 . '17 SQ FT SYSTEM ROOF MODULES PITCH AZIMUTH ROOF AREA ARRAY AREA ARRAY DISTRIBUTED QTY COVERAGE % WEIGHT PV SYSTEM 1 16 400 2000 543 .43 SQ FT 281 . 28 SQ FT 12 . 95 % 2 . 37 PSF 5 . 040 kW- DC 5 . 000 kW-AC #\ H 0 F MAssgcti CHRIS H . Gn M KIM No . 52430 Ado GlSTE � i SSS/ONALE�G ROOF LINE O LEGEND : OBSTRUCTION O O PIPE VENT ( N ) JUNCTION BOX o MODULES - CONDUIT ( E ) MAIN SERVICE PANEL uM UTILITY METER AC ( E ) UTILITY METER 's Ac AC DISCONNECT MSP MAIN SERVICE NaPANEL � E3 JUNCTION ( N ) AC DISCONNECT BOX SQUARE D DU221 RB INv INVERTER ( N ) SMART PRODUCTION METER PM SMART PRODUCTION ( N ) SOLAREDGE SE5000H - USRGM [S11 ] METER INVERTER NOTES : 1 , EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT ( N ) 16 LONGI LR6-60HPB -315M MOUNTS 2 . ATTACHED CLAMPS AT 25 % FROM THE EDGE AND 50 % FROM THE CENTER OF THE MODULES ROOF PLAN 3 . JUNCTION BOX IS MOUNTED TO SCALE : 1 / 16 " — 1 ' 41 THE RAIL . freedom ELECTRICAL EMCONTRACTOR CT CLIENT: F IONS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR � � DATE : 12/23/2020 198080; BUSINESS ELECTRICAL HARTLEY , CATHERINE DESCRIPTION DATE REVISION ROOF o R E V E R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER LICENSCONSTRUCTIO1662; M MASTER 4 PLAN W/ ucENsecs-, , , ssz; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN1136MR 3 BY : LLC GREG ALBRIGHT BREWSTER , MA 02631 _ MFMODULES PV - 2A 135 ROBERT TREAT PANE DR. , TAUTON , MA 02780 (301 ) 908-3001 2 TaP (A00) 3A5- 1075 !�-''�� ,ter 1 JOB NO . : F071785 LAYOUT ZN 0 F MASS -4 y CHRIS H . lin o KIM y No . 52430 SFM TRIMRAIL SFM MICRORAIL LONGI LONGI LR6-60HPB-315M SIONALE��' LR6-60HPB-315M SFM SLIDER AND TRIMRAIL ROOF ATTACHMENT ROOF / DECK MEMBRANE 2s^ ROOF DECK / 2s^ MEMBRANE zs^ ww. eniaeo. FLASHING zs raw. er•taeo. UNIRAC SLIDERS 5/ 16" STAINLESS STEEL LAG FLASHING BOLT OR STRUCTURAL SCREW WITH 2-1/2" MIN. EMBEDMENT 5/ 16" STAINLESS STEEL AND FLAT WASHER LAG BOLT OR AL MAX ATTACHMENT SPAN - 48 " STRUCTURAL SCREW WITH 2-1/2" MIN . EMBEDMENT AND FLAT WASHER BUILDING STRUCTURE BUILDING STRUCTURE ATTACHMENT DETAIL LEGEND Scale : NTS Module ( Rool' Zones ) _ Zone t SFM MICRORAIL zone 2 SFM Components LONG 15 LR6-60HPB-315M Q SFM Mltruiail2" FLASHING UNIRAC SLIDERS C SFM Splice 65" ROOF / DECK MEMBRANE SFM AtuKhed Splice F SFM TRIMRAIL Q SFM Trim Anachment 2X10 RAFTER @ 16" O.C . 0 SFM T Inn Unit CI }p — PLO Trim SWIoIl EaeEo SFM SLIDER AND TRIMRAIL Cut Trim Section 15, Vol ROOF ATTACHMENT FLASHING 5/ 16" STAINLESS STEEL LAG BOLT OR STRUCTURAL SCREW WITH 2-1/2" MIN . EMBEDMENT AND FLAT WASHER SOLAR PV ARRAY SECTION VIEW PARTIAL ROOF FRAMING PLAN Scale : NTS Scale : NTS freedom ELECTRICALCONTRACTOR CT CLIENT: REVISIONS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR � � � � DATE : 12/23/2020 198080; BUSINESS ELECTRICAL HARTLEY , CATHERINE DESCRIPTION DATE REVISION 0 R �- V I. R CONTRACTOR LICENSE 902-EL-A1 ; CONSTRFREEDOM FOREVER LICENSUCTIO1662; M MASTER 4 MOUNTING ucENSEcs-111ss2; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR 3 BY: MFS PV - 3 LLC GREG ALBRIGHT BREWSTER , MA 02631 DETAILS 135 ROBERT TREAT PANE DR. , TAUTON , MA 02780 lF / / ; I �V � '� — (301 ) 908-3001 - - ; TaF (Ann) '185-107F 1 SOB NO . : F071785 3ACKFEED BREAKER SIZING CONDUCTOR AMPACITY DE-RATE CALCULATION vIAX . CONTINUOUS OUTPUT 21A @ 240V CONDUCTOR AWG WIRE NEC FACTORS NEC FACTORS CONDUCTOR NEC FACTORS EQUIPMENT WIRE LOCATION TABLE TABLE AMPACITY TABLE 21 X 1 . 25 = 26 . 25AMPS 30A BREAKER - OK QTY . SIZE 310 . 15(8 )( 16 ) 310. 15 (B )(2)(a) @90C ADJ . 310. 15(B)(3)(a) SEE 705 . 12 OF 2020 NEC 1 AC INVERTER TO PRODUCTION METER EXTERIOR WALL 3 10 40 1 . 04 41 .6 1 . 00 150 X 1 . 20 = 180 2 AC PRODUCTION METER TO SQUARE D DU221RB EXTERIOR WALL 3 10 40 1 . 04 41 .6 1 .00 180 - 150 = 30A ALLOWABLE BACKFEED 3 AC SQUARE D DU221 RB TO POI EXTERIOR WALL 3 10 40 1 .04 41 .6 1 .00 4\ N OF MAssq PV SYSTEM Z� Ly 5 . 040 kW- DC CHRIS H . ✓� 5 . 000 kW-AC o Klin y No . 52430 ,°'PO '�FGISf S/ONALrwmAG\ ( E ) UTILITY METER ( E) 150A RATED MAIN SERVICE PANEL 1 PH , 120/240V 60HZ ( E ) 150A / 2P MAIN BREAKER ( END FED ) STRING- 1 ( N ) SOLAREDGE 16 LONGI LR6-601­11?13-315M SE5000H-USRGM [SI1 ] INVERTER TO OTHER LOADS ( N ) MILBANK U5929-XL-INS 0A RATED SOLAREDGE P340 AC 60OVSINGLE OOA FORM 2S SMART AC DISCONNECT-ODE E El •� POWER OPTIMIZERS PRODUCTION METER SQUARE D F_ — — D C DU221 RB (N ) 30A / 2P PV • BREAKER • I — JUNCTION I- - - - - - - - - - - - - BOX - - - - - - - - - - - - - - - - - - - - - — o � 2 - #10 AWG , PV WIRE RAPID I 1 - #6 AWG IN FREE AIR OR 2 - # 10 AWG , THWN-2 SHUTDOWN L #8 AWG MUST BE IN EMT 1 - #8 EGC, THWN-2 — — — — — IN 3/4" OR SWITCH CONDUIT LARGER EMT CONDUIT 3 - 910 AWG , THWN-2 1 - #8 EGC , THWN -2 IN 3/4" OR LARGER ### CONDUIT CONNECT TO EXISTING LIFER NOTE : CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS freedom ELECTRICAL CONTRACTOR CT CLIENT: F NS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR � , � � DATE : 12/23/2020 196080; BUSINESS ELECTRICAL HARTLEY , CATHERINE SCRIPTION DATE REVISION F o r, 1 V [ R CONTRACTOR LICENSE 902-EL-A1 ; I FREEDOM FOREVER CONSTRUCTION SUPERVISOR 4 LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR 3 BY: MFS THREE LINELLC PV -4 GREG ALBRIGHT BREWSTER , MA 02631 135 ROBERT TREAT PANE DR. , TAUTON , MA 02780 4 (301 ) 908-3001 ; DIAGRAM Tvl rRnni 3R5-1m5 JOB NO . : F071785 IAs Q1 CHRIS H . No . 52430 iST / • DANGE p 111 - - - _ � "''3333 � ¢¢.��• .7 _ s � - �. -•, � I i - '� d • x lel t OE Acjv0p jot OAS INSPECTION ELECTRICAL CONTRACTOR NO- CLIENT: 1 . _ ,� _ •� REVISIONS : HOME IMPROVEMENT CONTRACTOR freedom : 20 : 0 : • . • R LICENSE • . 1 CATHERINE • • �� DATE : 1 • . • - • • • ' LICENSE CS-1 11662; MASTER 19 • DR �� DESIGN . ELECTRICIAN 1136 MR © BY: IVIFS EXISTING SERVICE 135 ROBERT TREAT PAINE DR, , TALTON , MA 02780 1 908-3001 • : NO . : 1 GENERAL NOTES : MATERIAL LIST 1 . ( 16 ) LONGI LR6 - 60HPB -315M WIRED AND LISTED TO UL1703 STANDARDS , QTY EQUIPMENT DESCRIPTION 2 . THE SE5000H - USRGM [S11 ] INVERTER WITH INTEGRATED DC DISCONNECT AND ARC FAULT OPEN CIRCUIT VOLTAGE (VOC ) : 40 . 6V NOF 4AS PROTECTION , ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS, GROUND FAULT PROTECTION & LONGI MAX . POWER VOLTAGE (VMP ) : 33 . 7V LISTED TO UL 1741 STANDARDS . 16 SHORT CIRCUIT CURRENT ( ISC ) : 9 . 94A o= tiG LR6 - 315M-315M CHRIS MAX . POWER CURRENT ( IMP ) : 9 . 36A N . 3 . PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC PTC RATING : 294 . 1W o KIM No . 52430 DISCONNECT/ INVERTER AS PER 2020 NEC SEC . 250 . 166 ( A ) . ,QE �IST ° DC MAX SYSTEM VOLTAGE : 480V �'`F 4 . SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH AC OUTPUT VOLTAGE RANGE : 211 -240V SS/ONAIL REQUIREMENTS OF ART . 690 OF THE 2020 NEC . 1 M [S11 ][Sil ] G C . SE500 MAX . AC OUTPUT CURRENT -121A MAX . AC POWER OUPUT : 5000W 5 . CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1 " FROM TOP OF THE ROOF TO BOTTOM OF WEIGHTED EFFICIENCY : 99 % RACEWAY . TABLE NEC 310 . 15 ( B ) ( 3 ) ( C ) . 6 . PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC MAX OUTPUT VOLTAGE : 60VDC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET - - AND WITHIN 1 FOOT ABOVE AND BELOW MAX OUTPUT CURRENT : 15ADC PENETRATIONS OF ROOF/ CEILING ASSEMBLIES, WALLS, OR BARRIERS - - WITH MINIMUM SOLAR EDGE RATED INPUT DC POWER : 340W 3/8 - INCH - HIGH WHITE LETTERING ON RED BACKGROUND READING : WARNING ; PHOTOVOLTAIC 16 P340 POWER INPUT MAX VOLT LOW TEMP : 48VDC POWER SOURCE . " OPTIMIZERS @ BILL OF MATERIALS INPUT MAX SC CURRENT ( ISC ) -, 11ADC 7 . SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE MAX DC INPUT CURRENT : 13 . 75ADCPART REQUIREMENTS OF 2020 NEC TABLE 250 . 66 . l PV BREAKER 30A / 2P PV BREAKER NUMBER PART TYPE DEs[Jtlmom QUANTITY JUNCTION BOX 60OVDC NEMA 3R UL LISTED 2S456250 SFM TRIMR441L66<5 UNIVDKK s 8 . THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER , AC DISCONNECT SQUARE D DU221 RB 30A RATED , 9 , UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM . 240VAC , NEMA 3R , UL LISTED 2SO12OU U;. ,. SW TRIM SPLICE DIRK 3 37FT CONDUIT 3/4" OR LARGER EMT CONDUIT 10 . TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION . 00.)200D >. ,,. ! _ U .,. H,, ,c ,l R.ASHKITST-MTRIM COMPDARN a 11 . SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS . 25DD20LI w ,_ sl1 , i ! SFM MICRORAIL 26 12 . SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109 - 1 ( CLASS II SAFETY ) AND UL 1741 STANDARDS . 2500300 !.'( _t I: , a , . �,4 ! I _ ;�`b_.. SFA! ATT SPLICE S" _ 25DOIDU ),+ Ic - o �: . i _c:�. iie SFM SPLICE 6 .5• 10 00427011) ,. .; ; t_: . I n ,7to FLASHKIT SFM SLIDER COIAP 28 DARK 003 ) 000 Bok ; ' 11! 141 CI., " it- SFM TRIM BONDING CLAMP _ 2501 IOU :h;T SFM TRIMRAIL UNIV CUP WFHDW lO 008OO912 Grounding Lug ILCO LAY IN LUG IGEI41DETi t 0080000 N -S Wra Clip SFM N/S BONDING CLAMP 2501300 Ind C.+ : SFM TRIM END CAPS freedom ELECTRICAL CONTRACTOR CT CLIENT : REVISIONS : TITLE SHEET : HOME IMPROVEMENT CONTRACTOR " HART L EY , CATHERINE " lsaoeo; Buswess ELECTRICAL DESCRIPTION DATE REVISION DATE : 12/23/2020 r0 R E V [ R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR 4 LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN NOTES AND MASSACHUSETTS ELECTRICIAN 1136 MR ( 301 ) 908-3001 2 3 BY : MFS PV - 6 LLC PANE ALBRIGHT BREWSTER , MA 02631 _ _ EQUIPMENT LIST 135 ROBERT TREAT DR. , TAUTON , MA 02780 syr TPr (Rn01 RR5A075 � `�"��� t JOB NO . : F071785 NOTES : 1 , NEC ARTICLES 690 AND 705 AND NEC SECTION R324 MARKINGS WA . - SHOWN HEREON . - • • • • M low 1 POWER SOURCES2 . ALL MARKING SHALL CONSIST OF THE FOLLOWING : A . UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR • • • 1 • - PHOTOVOLTAICMACHINE PRINTED LETTERS OR ELECTRO- PLATING . HOFMgsS 1 • • • RATED OUTPUT - . - B . RED BACKGROUND COLOR WHITE TEXT AND LINE 2� icy � ENT WORK . � CHRIS H . - - - Gn • DEVICE . AC NORMALOPERATING VOLTAGEC . AERIAL FONT . o KIM 3 , ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN " No . 52430 y 705 . 12 ( B ) (2 ) (3) (b ) THE LOCATIONS SPECIFIED . SIGNAGE CANNOT BE 690 . 54 HAND -WRITTEN . SOLAR PV SYSTEM EQUIPPED 3 . SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH NAL POP- RIVETS OR SCREWS . WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE " OFF " POSITION TO SO ARELECTRIC PV PANElS SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY ELECTRICAL • HAZARD • : • 1 • A1SIDES 690 . 56 ( C ) ( 1 ) (A) TERMINALS DISCONNECTPV SYSTEM AC Q RATED OUTPUT CURRENT 00 AMPS 690 . 13 ( B ) DISCONNECTAC NORMAL OPERATING VOLTAGE 240 VOLTS PTSTST III DC 690 . 15 , 690 . 54 MAXIMUM VOLTAGE : 480V MAXIMUM CIRCUIT CURRENT : 21 A • — — MAX1 • • a Now THE CONTROLLER OR DC =TOmDC • - , 690 . 53 ARRAY RAPIDSHUTDOWN SWITCH FOR • - - INVERTER V SYSTEM DC J / B 690 . 56 ( C ) ( 3 ) NEC 690 . 31 ( G ) ( 3 ) & (4 ) L ♦ - PHOTOVOLTAICPOWER SOURCE I EVERY 10 ' ON CONDUIT AND ENCLOSURES freedom ELECTRICAL CONTRACTOR NO : CLIENT: REVISIONS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR 11 HART L EY CATHERINE „ DATE : 12/23/2020 198080; BUSINESS ELECTRICAL DESCRIPTION DATE REVISION F o C l V [ R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR 4 LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR BREWSTER , MA 02631 3 BY : MFS LABELS PV - 7 LLC GREG ALBRIGHT 2 135 ROBERT TREAT PAINE DR. , TAUTON , MA 02780 ++ '' ff . I � (301 ) 908-3001 TaP (A00) 3A5-1075 4�,h --,! Ll' ' `�1 JOB NO . : F071785 � \III, OF M,gss q CHRIS H . ✓ CAUTION : Klin No . 52430 � MULTIPLE SOURCES OF POWER LOCATED AS SHOWN , DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES ACOS/�N L ���\ � of w (D z w LU z 0 U) JUNCTION BOX MAIN SERVICE PANEL AC DISCONNECT PRODUCTION METER UTILITY METER INVERTER EQUIPPED 16 PV MODULE WITH RAPID SHUTDOWN 6X8" TYP - NEC 705 . 10 NOTES : 1 , NEC ARTICLES 690 AND 705 AND NEC SECTION R324 MARKINGS SHOWN HEREON , 2 , ALL MARKING SHALL CONSIST OF THE FOLLOWING : A . UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO- PLATING . B . RED BACKGROUND COLOR WHITE TEXT AND LINE WORK . C . AERIAL FONT . 3 , ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED , SIGNAGE CANNOT BE HAND-WRITTEN , 3 , SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP- RIVETS OR SCREWS . freedom ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS : TITLE : SHEET: HOME80P BUSINESS ENT SELECTRACTOR " HARTLEY CATHERINE " DATE : 12/23/2020 19E IM BUSINESS ELECTRICAL DESCRIPTION DATE REVISION r O R [ V L r, CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR LICENSE CS-111662; MASTER 109 STONEHENGE DR , a DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR BREWSTER , MA 02631 3 BY: MFS LABELS PV_ 7A GREG ALBRIGHT LLC (301 ) 908-3001 2 135 ROBERT TREAT PAINE DR. , TAUTON , MA 02780 41, TPI rannl385-1075 !�"'>/ `I,u - - 1 JOB NO . : F071785 `1 - 10 11 - 20 21 - 30 3140 41 - 50 51 - 60 SOLAREDGE OPTIMIZER CHART 1 2 3 4 5 6 7 8 9 10 ELECTRICAL CONTRACTOR NO: CLIENT : REVISIONS : TITLE : SHEET : freedom HOME IMPROVEMENT CONTRACTOR DATE : 12/23/2020 198080; BUSINESS ELECTRICAL " HARTLEY CATHERINE " DESCRIPTION DATE REVISION F O R E V E R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR LICENSE CS-111662 ; MASTER 109 STONEHENGE DR , ' DESIGN MASSACHUSETTS ELECTRICIAN 1MR BREWSTER , MA 02631 3 BY : MFS OPTIMIZER CHART PV- 8 GREG ALBRIGHGHT LLC ( 301 ) 908 -3001 2 135 ROBERT TREAT PAINE DR. , TAUTON , MA 02780 1, TPI rAnn1 3n5-1075 - 1 JOB NO . : F071785 SAFETY PLAN MARK UP KEY INSTRUCTIONS : 1 , USE SYMBOLS IN KEY TO MARK UP THIS SHEET . O PERMANENT ANCHOR 2 . SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE - PLAN OT TEMPORARY ANCHOR 3 . DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEET IL IN CASE OF EMERGENCY INSTALLER LADDER NEAREST HOSPITAL OR OCCUPATIONAL/ INDUSTRIAL CLINIC B� JUNCTION / COMBINER BOX NAME : STUB - OUT ADDRESS : SKYLIGHT SAFETY COACH CONTACT INFORMATION NAME : NO LADDER ACCESS ( STEEP GRADE OR GROUND LEVEL OBSTRUCTIONS ) ADDRESS : ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE RESTRICTED ACCESS SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR CONDUIT WORKING SAFELY , NAME SIGNATURE GAs GAS SHUT OFF H2o WATER SHUT OFF O SERVICE DROP O POWER LINES DATE : TIME : ELECTRICAL CONTRACTOR NO : CLIENT : REVISIONS : TITLE : SHEET : freedom HOME IMPROVEMENT CONTRACTOR " HARTLEY , CATHERINE " DATE : 12/23/2020 198080; BUSINESS ELECTRICAL DESCRIPTION DATE REVISION F 0 R [ V F R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR 4 LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN \ / MASSACHUSETTS ELECTRICIAN 1138 MR BREWSTER , MA 02631 3 BY : MFS SAFETY PLAN P V - 9 LLC GREG ALBRIGHT ( 301 ) 908 -3001 2 135 ROBERT TREAT PAINE DR. , TALITON , MA 027804 Y ` \ ! � '' jog No . : F071785 TaIrAnm 585-1m� JOB HAZARD ANALYSIS Crew leader to fill out all sections below , hold a pre -job safety meeting with all personnel , and upload this completed document and the Safety Plan to Site Capture Ladder Access Public Protection Weather and Environment Restroom facilities • Ladders must be inspected before each use . • The safety of the Client and the Public must be maintained at all • The site supervisor shall forecast the weather conditions at the • Employees shall have access to restroom facilities with • Extension ladders must be set up on a firm and level surface at times . job site , prior to crew arrival , in order to mitigate any hazards hand-washing stations . Use of onsite restroom is at the client's a 44o - 1 rise to run angle (or 75 degrees ) and the top must be a The Client and the Public shall be prevented from entering the associated with inclement weather ( heat, cold , wind , rain , etc . ) discretion ( location is annotated below) . If client does not give secured to the structure . Extension style ladders placed on work zone through the use of barriers and/or signage , as • The site supervisor will utilized a portable wind meter permission , location of suitable restroom facilities with uneven , loose or slippery surfaces must additionally have the required . (anemometer) to verify actual onsite wind conditions , by hand -washing stations offsite will be provided . The onsite base firmly anchored or lashed so the base will not slip out . • Company , Client and Public property shall be protect from checking at the ground and on any elevated work surface ( ex , supervisor will identify location and make arrangements to • Extension ladders must be used with walk-through devices or falling objects . rooftop ) prior to work start, at midday and prior to solar panel ensure all employees have access at any point . the ladder must extend 36 " above the stepping off point . a Pets ( including dogs ) shall be secured by their owners prior to staging on a roof. Restroom facilities will be (circle one ) : Onsite - Offsite • A-frame ladders must only be climbed with the ladder spreader work start . Elevated work involving the moving or maneuvering of solar If Offsite , add location name and address : bars locked in the open position ; A-frame ladders shall not be 0 The client should not leave pets , family members , or others in panels shall cease at 25mph (sustained wind ) until wind climbed while in the closed position (ex , closed and used while the charge or care of Employees , Contractors , or Temporary subsides . Incident Reporting Procedure leaned against a structure ) . Workers . Forecasted weather maximum temp (degrees F ) : Contact your Site Supervisor • Additional notes : a Crew leader responsible for communication with the client : Name : Mobile Equipment a Client and public is excluded from work area by barricades ( N/A , • Only Qualified operators will operate equipment ; operators must Yes , No ) : Heat Related Illness Prevention Phone : maintain a certification on their person for the equipment being Employees shall have access to potable drinking water that is operated . Training and Pre-Job Safety Briefing fresh , pure , and suitably cool . The water shall be located as Contact your Manager • Type (s ) of mobile equipment (Type/Make/ Model ) : All employees onsite shall be made aware of the specific close as practicable to the areas where employees are working . hazards of this project and review this HJA during a pre-job Water shall be supplied in sufficient quantity at the beginning of Name : • Qualified operator(s ) : briefing , and their signature indicates awareness of site the work shift to provide at least one quart per employee per conditions and the plan to eliminate any hazards identified prior hour for drinking for the entire shift . Employees may begin the Phone : Material Handling and Storage to and during the project . shift with smaller quantities of water if they identify the location • Materials will be staged/stored in a way that does not present a and have effective means for replenishment during the shift to • Contact your Site Supervisor hazard to client , personnel or public . Materials stored on the Crew leader ( name/title ) : allow employees to drink on quart or more per hour. The roof will be physically protect from failing or sliding off. frequent drinking of water shall be encouraged . Name : • Crew member ( name/title) : • Shade shall be present when temperature exceeds 80 degrees Fall Protection Fahrenheit . When the outdoor temperature in the work exceeds Phone : • A site-specific plan for fall prevention and protection is required Crew member ( name/title ) : 80 degrees Fahrenheit, employees shall have and maintain one prior to starting work and must remain onsite at all times until or more areas with shade at all times . With : Your full name , phone number, office location , brief description work is complete ; a fall rescue plan must be outlined and Crew member ( name/title ) : • New employees must be acclimatized . New employees will be of what happen and when . discussed among the crew prior to work start . monitored by their Crew Leader (site supervisor) for the first two • First-person - Up ( FPU ) must install their anchor and connect Crew member ( name/title ) : (2 ) weeks of employment or longer when necessary . NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE before any other task, including installing other anchors . The Employees will be allowed and encouraged to implement (add as many as necessary by using additional sheets ) Last-Person - Down ( LPD ) must be the only person on a roof Crew member ( name/title ) : scheduled breaks during each shift . Employees must take uninstalling fall protection . cool-down breaks in the shade any time they feel the need to do • FPCP ( name and title ) : Airborne Contaminants : so to protect them from overheating . Supervisors are 01 • Asbestos-containing (Transite ) piping (ACP ) - Do not disturb REQUIRED to allow employees any break period they need Define the Hazard : Method/steps to prevent incident : • FPU and LPD ( name and title ) : ( move , drill , cut fracture , etc . ) during high heat conditions . • Asbestos-containing thermal insulation (ACI ) and Cool Vests are encouraged for all employees at all times during Electrical Safety Asbestos-containing duct wrapping (ACW) - do not disturb , no periods of high heat. • The Electrical Qualified Person ( EQP ) is required onsite to attic or crawlspace access is allowed if work to be performed Identify the location of the closet Occupational/ Industrial Clinic perform electrical work . could cause exposure to personnel , client or public . or Hospital in case a crew member becomes ill . Define the Hazard : Method/steps to prevent incident: • All electrical work will be performed with equipment in an electrically safe condition (de -energized ) unless approval has If yes , list specific tasks and protection in place : What is the specific plan to provide and replenish sufficient water for been granted prior to work . all employees on site? • Service drops and overhead electrical hazards will be If offsite replenish is necessary , where will you go to replenish Define the Hazard : Method/steps to prevent incident : indentified and protected from contact , as neccessa . water ( location/address ) : • EQP ( name and tile) : • Who will replenish the drinking water ( name) : Define the Hazard : Method/steps to prevent incident: freedom ELECTRICAL PROVE CONTRACTOR CT CLIENT : REVISIONS : TITLE : SHEET: HOME IMPROVEMENT CONTRACTOR FF H A RT L EY , CATHERINE " DATE : 12/23/2020 1s6oRA BUSINESS ELECTRICAL DESCRIPTION DATE REVISION F O R E V [ R CONTRACTOR LICENSE 902-EL-A1 ; FREEDOM FOREVER CONSTRUCTION SUPERVISOR 4 LICENSE CS-111662; MASTER 109 STONEHENGE DR , DESIGN MASSACHUSETTS ELECTRICIAN 1136 MR BREWSTERMA 02631 3 BY: MFS SAFETY PLAN PV- 10 GREG ALBRIGHT , 135 ROBERT TREAT PANE DR. , TAUTON , MA 02780 \� �i �LLC `� (301 ) 908-3001 _ _ ; 4' JOB No . : F071785 Tel - lR0013R5-1075 J ' v • PB 1 3m LR6 - 60H PB 300 ~ 320M OperatingDesign ( mm ) Mechanical Parameters 300 ~ 320M Cell Orientation: 120 ( 6x20) Operational Temperature: -40 C � +85 C I unns. mmtmm) Junction Box: IP67 , three diodes Power Output Tolerance: 0 � +5 W 191 I P itI 1 11 1 1 1 1 1 1 1 111 1 1 1 fit I I I III I I I I Ta!Hantz: litliIIIIIIII 11l Output Cable: 4mn2. 300mm in length Voc and Isc Tolerance: ±395 / Efficiency r ; � length an be customized Maximum System Voltage: DC1000V (IEC / LIQ rrI r- Glas: Slngleglass I 11 ! 11111 11111]] 111 to I I 1111111L / . . / • • 3.2mmcoatedtemperedglas Maximum Series use Rating: '_0.4 wi SC 11 1 1 111 1111 0 Frame: Nxxi¢ectaluminumalb/frame Nominal Operating Cell Temperature: 45±2 C ( Safety Class: Class II / Technology 4 a-e WeighC18.9kg it Dimension: 1683x996x35m1n Fire Rating: ULtype lortype 2 Packaging: 30pcs per pallet � ] Hlli it 180pc; per 20'GP 780pcs per 40'HC 1114Electrical Characteristics Test unce lainty for Pmax: ±3% Model Number LR6-60HPB-300M LR6-60HPB-305M LR6-60HPB-310M LR6-60HPB-315M LR6-60HPB-320M Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power (Pmax/W) 300 222 .2 305 225.9 310 229.6 31S 233.4 320 237. 1 1 • • • • • • OutputOpen Circuit Voltage (Voc/V) 39 .8 37 . 1 40. 1 37 .4 40.3 37 .7 40. 6 37 .9 40.9 38. 2 0 1 r ' - 0 ■ 55 /� 1 1 Short Circuit Current ( Isc/A) 9. 70 7 .82 9.78 7.88 9.86 7.94 9.94 8.01 10.02 8.08 25 year Fosvel Voltage at Maximum Power ( Vmp/V) 32 .9 30,4 33 . 1 30.6 33 . 3 30.8 33. 7 31. 1 33 .9 31. 3 Additional 14rarranty Annual Value (ro Current at Maximum Power (Imp/A) 9. 13 7.32 9. 21 7.38 9.30 7.46 9.36 7 . 50 9.43 7.56 m gGNGi Sol Povyer Attenuation 91 .2% ° ars Linear Warrant 0.55°5Module Efficiency(% ) 17 .9 15 . 2 18. 5 18 . 8 19 . 1 87.7% Standard Module line r Y STC (Standard Testing Conditions) : Irradiance 1000W/m', Cell Temperature 25 C . Spectra at AM1. 5 arpoRer 84 .5% warranty NOCT ( Nominal Operating Cell Temperature ) : Irradiance 800W/m', Ambient Temperature 20 C , Spectra at AM1 ,5, Wind at lm/S - - - - � - 80.7 LoadingTemperature Ratings STC Mechanical 10 15 Temperature Coefficient of Isc +0.0574'0/ C Front Side Maximum Static Loading 540OPa 25 1 � 20 Temperature Coefficient of Voc -0. 286%/ C Rear Side Maximum Static Loading 24001oa Complete System and Product Certifications Positive power tolerance (0 +5W) guaranteed Temperature Coefficient of Pmax -0.370%/ C Hailstone Test 25mm Hailstone at the speed of 23m/s IEC 61215. IEC61730, UL1703 High module conversion efficiency ( up to 19. 1 %) ISO x001:2008: I50 Quality Management System ISO 14001 : 2004: ISO Environment Ntanagement System Slower power degradation enabled by Low LID Mono PERC technology: first year <2%, TS62941: Guideline for module design qualification and type approval 0.55% year 2-25 Current-Voltage Curve (LR6-60HPB-310M) Power-Voltage Curve (LR6-60HPB-330M) Current-Voltage Curve ( LR6-60HPB-310M) OHSAS 18001: 2007 Occupational Health and Safety Solid PID resistance ensured by solar cell process optimization and careful module BOM ' 0 350 c<a , o=:z,. 12 canMa selection -_Y< ol " ° '�0N'T' 300tbrac=PJh'dm: 10 1-cc«ttr_tl = icmcr�/ r.' Zr� -4ca�ckW cyy oo - bcantbrw .'O]1•(! E o us Reduced resistive loss with lower operating current <- 6 - r+' orrcv z Sp�ahcatlons sufliea to technical changes and tests. LONGI Sulai u n - 'F'' Lro:�ta '- '� 950 reserves the richt nt h,t et actor . Higher energy yield with lower operating temperature Cr: Ten4_S5 3 a r< tnae =.coN/R r pte � 7 - _ TFTp i c Reduced hot spot risk with optimized electrical design and lower operating current - r. T: �T,=, a so z 00 10 20 30 40 00 10 20 30 <0 00 10 20 30 e0 Voltage M Va'tage M Voltage M LONG ' Room 801, Tower 3. Lujiazui Financial Plaza, No.826 Century Avenue, Furlong Shanghai, 200120. China LONG ' Room 801, Tower 3. Lujiazui Financial Plaza, No.826 Century Avenue, Pudong Shanghai, 200120, China Tel: +86-21-80162606 E-mail: module@longi-silicon.com Facebook: www.facebook.com/LONGi Solar Tel : +86-21-80162606 E-mail: module@longi-silicon.com Facebook: www.facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGi Solar have the sole right to make Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGi Solar have the sole right to make such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a consisting and binding part of such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need , and make it a consisting and binding part of lawful documentation duly signed by both parties. lawful documentation duly signed by both parties. V10 V10 / S n Phase Inverter Wltgle H D - Wave Technology for North America SE3000WUS / SE3800H - US / SE5000H - US / SE6000H - US/ SE7600HUS / SE10000H � US / SE11400HUSSingle Phase Inverter z . . . , . . . fth OUTPUTw H Wave TechnologyRated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA for North America 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac SE3000WUS / SE3800H - US / SE5000H - US / SE6000H - US / `211 - 240 - 264' AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac SE7600WUS / SE10000WUS / SE11400WUS ACFre Frequency AC Frequency (Nominal) 59.3 - 60 - 60.50) Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Conti O solarEAR Maximum Continuous Output 16 - 24 48.5 A Current @208V GFDI Threshold 1 A Utility Monitoring, Islanding ® solar ' f�D , , , , :,. © Protection, Country Configurable Yes Thresholds INPUT V (9 Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V 5100 - 7750 15500 W 0 Transformer-less, Ungrounded Yes Maximum Input Voltage 480 Vdc 0 i Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240VR) 8. 5 10.5 1 13.5 16.5 20 27 30.5 Adc 0 0 r "J Maximum Input Current @20BVm 9 - 13.5 - 27 Adc Max. Input Short Circuit Current 45 Adc 0 • Reverse-Polarity Protection Yes 0 r Ground-Fault Isolation Detection 600kQ SensRMV Maximum Inverter Efficiency 99 99.2 % 99@ 240V CEC Weighted Efficiency 99 98.5 @ 208V % 0 O O • Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional, Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional(3) Rapid Shutdown - NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect Optimized installation with HD - Wave technology 2017690.12 STANDARD COMPLIANCE Safety UL1741, UL1741 SA, U1.16990, CSA C22.2, Canadian AFCI according to T.I.L. M-07 / Specifically designed to work with / Extremely small Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) power optimizers Emissions FCC Part 15 Class B / Record - breaking efficiency / Built- in module - level monitoring INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG 3/4' minimum / 14-6 AWG 3/4' minimum /144 AWG Range / Fixed voltage inverter for longer strings / Outdoor and indoor installation DC Input Conduit Size of Strings / 3/4' minimum / 1 -2 strings / 14-6 AWG 3/40 minimum / 1-3 strings / 14-6 AWG AWG Range / Integrated arc fault protection and rapid shutdown for p g Dimensions with Safety Switch 17.7x14.6x6.8 / 450x370x174 21.3x14.6x7.3 / 540x370x185 in / 9 p p / Optional : Revenue rade data , ANSI C12 . 20 (HxWxD) mm NEC 2014 and 2017, per article 690 . 11 and 690. 12 Class 0. 5 (0 . 5 % accuracy) Weight with Safety Switch 22 / 10 125.1 / 11.4 26.2 / 11.9 38.8 / 17.6 Ib / kg Noise < 25 1 < 50 dBA / UL1741 SA certified , for CPUC Rule 21 grid Cooling Natural Convection compliance Operating Temperature Range -40 to +140 / -25 to +60("i (-40'F / -40'C option) 'F / 'C Protection Rating NEMA 4X (Inverter with Safety Switch) m For other regional settings please contact SolarEdge support SOP)I a r A higher current source may SE used; the inverter will limit is input current to the values stated n' Revenue grade inverter P/N: SEiooaH-USOOONNC2 solaredge . com , • MForpowerde-rating information refer to: hapsJ/wwwsolaredge.com/sftes/defauVfiles/se-temperature-derating-note-na.pdf 151 -40 version P/N: SEx:=H-US000NNU4 O SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc All RoHS other trademarks mentioned herein are trademarks of their respective owners Date: 12/2018/VO1/ENG NAM. Subject to change without notice. Power Optimizer -� For North America PowerOpfirinizer P320 P340 P370 P400 P405 P505 o For North America • . forhich ' P320 / P340 / P370 / P400 / P405 / P505Mpower (for thin film ll CUrrent PMM modules) mINPUT Rated Input DC Power" 320 1 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 1252) 83M Vdc 925 (Voc at lowest temperature) • MPPT Operating Range 8 - 48 8 - 60 8 - 80 12.5 - 105 125 - 83 Vdc WARRANTYMaximum Short Circuit Current 11 10.1 14 Adc (Isc) Maximum DC Input Current 13.75 1 12.63 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98,8 98.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) N Safety Output Voltage per Power Optimize 1 ± 01 Vdc STANDARD COMPLIANCE mEMC FCC Part15 Class B. IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class 11 safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (WxLxH) 129x153x27.5 / 5.1x6x1.1 129x153x33.5 / 129x159x49.5 / 129x162x59 / mm / in 5.1x6x1.3 5.1x6.3 x1.9 5.1x6.4x23 Weight (including cables) 630 / 1.4 1 750 / 13 845 / 1,9 1064 / 23 gr / Ib Input Connector MC401 Output Wire Type / Connector Double Insulated; MC4 Output Wire Length 0,95 / 3,0 1,2 / 3,9 m / ft Input Wire Length 0.16 / 0.52 m / ft Operating Temperature Range -40 - +85 / -40 - +185 'C / 'F PV power optimization at the module - level Protection Rating IP68 / NEMA6P Relative Humidity 0 - 100 % m Rated STC power of the nodule. Module of up to +5% power tolerance allowed 0 NEC 2017 requires max input voltage be not more than 80V / Specifically designed to work with Solai Edge / Fast installation with a single bolt M For other connector types please contact SolarEdge inverters / Next generation maintenance with module Design Using Single Phase PhaseSingle phase Three Phase 208V Three / Up to 25 % more energy level monitoring Minimum String Length P3320 P3401 P3701 8 10 18 / Superior efficiency (99 . 5 %) / Meets NEC requirements for arc fault (Power Optimizers) P405 / P505 6 8 to protection (AFCI) and Photovoltaic Rapid Maximum String Length zs zs soy / Mitigates all types of mstem module mismatch losses, Shutdown 5 PVRSS (Power Optimizers)Y ( ) 5700 (6000 with from manufacturing tolerance to partial Maximum Power per String SE7600-US - SE11400- 5250 600or^ 12750 W shading / Module - level voltage shutdown for installer L) Parallel Strings of Different Lengths Yes and firefighter safety or Orientations / Flexible system design for maximum space r•. For detailedstrirgsizinginformationreferto: httF /Avwwsolaredge.com/s [es/default/files/sWngLsi'ng_na.pdf 61 It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string utilization ni A string with nxxe than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement m For SEMAKUS/SE43.2KUS: It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for SE432KUS) and when the maximum power difference between the strings is up to 1,000W � For SE30KUS/SE33.3KUS/SE66.6KUS/SE700KUS: It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter (3 strings per unit for SE66.6KUS/SEt00KUS) and when the maximum power difference between the strings is up to 2oMW solaredge .com solar • - Al SolarEdge ema Technologies mens Ltd. All rights reserved. SOsAf their the alae omm rs. D OPRMRED BY SOLAREDGE are trademarks g registered trademarks of SolarEdge Technologies, Inc C E Ro H S All other trademarks mentioned herein are trademarks of their respective owrers. Date: 12/1018/VOl/ENG NAM. subject m change without notlre. a ,R SFM O U N I RA U N RAC 0 INFINITY man SFM ■ ■ ■ ■ INFINITY C BETTER SOLAR STARTS HERE DESIGN GUIDELINES BETTER SOLAR STARTS HERE Take your business to the next level with SFM INFINITY , UNIRAC ' s rail - less PV mounting system for flush While you will see advantages simply from switching to SFM INFINITY , the following guidelines will help you mount installations on comp shingle and the roofs . An advanced 3rd generation product platform in use by top solar contractors nationwide , SFM INFINITY optimizes your operations on and off the roof , with to maximize its benefits . approximately 40 % less labor , 30 % logistics savings , and 20 % fewer roof attachments than traditional solar racking . Plus , 81 % of homeowners prefer SFM INFINITY ' S aesthetics . DEFAULT TO LANDSCAPE • when possible , design in landscape orientation in order to fit more modules on the roof and minimize roof attachments . 25 YI MIX MODULE ORIENTATIONS HRANTY SFM INFINITY is easily configured in mixed array shapes and module orientations to maximize array density and to avoid vent pipes and other obstacles . Because mounting locations are not constrained by rails , SFM INFINITY has unmatched flexibility to enhance your projects . UNIVERSAL COMPONENTS - CONSULT THE QUICK TIPS VIDEOS , . or FIT 32 — 40MM MODULES Visit UIIIRAC 's mobile -tiiendly library of short , topic - specific videos which answer common questions and demonstrate how simple it is to install SFM INFINITY. Quick Tips Videos : https : // unirac . com / SFM - Infinity/ INSTALLTRIMRAIL , , F AITACHMENTS t96 a --- 66 - - - DESIGN IN U - BUILDER Layout your arrays in U - Builder, UNIRAC 's free solar design software . to optimize SFM IIJFIIJITY ' S . capabilities , Including mixing module or ientations and minimizing roof attachments . Quickly create - layouts on Google or Bing Maps and generate project documents . SUPERIOR PERFORMANCE EASY INSTALLATION HOMEOWNER PREFERRED - U - Builder : https : //design . unirac . com / Enhance your business with two installs per day Pre-assembled components, 20% fewer roof attachments, More than 4 out of 5 homeowners prefer SFM INFINITY'S and 30 % less cost. and level array in seconds with post height adjustment. aesthetics over a leading rail brand. REVOLUTIONIZING , SOLAR R ROOFTOP I 1 ' QUESTIONS 1 ' CUSTOMER SERVICE VISIT UNIRAC . COMOR I 248 - 2702 1 ' QUESTIONS 1 ' CUSTOMER SERVICE VISIT UNIRAC . COM1 ' 1 248 - 2702 Report No . 102393982LAX- 002 Page 2 of 107 Issued : 11 -Apr-2016 Report No . 102393982LAX-002 Page 3 of 107 Issued : 11 -Apr-2016 Unirac , Inc Revised : 20- Mar-2019 Unirac , Inc Revised : 204ar-2019 2 . 0 Product Description 2 . 0 Product Description Model Similarity NA Product Photovoltaic Mounting System , Sun Frame Microrail - Installed Using Unirac Installation Guide , Fuse Rating : 30A Rev PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand name Unirac Module Orientation : Portrait or Landscape The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic Maximum Module Size : 17 . 98 ft' Rack Mounting System . This system is designed to provide bonding and grounding to UL2703 Design Load Rating : 33 PSF Downward , 33 PSF Upward , 10 PSF Down -Slope photovoltaic modules . The mounting system employs anodized or mill finish aluminum brackets Tested Loads - 50 psf/2400Pa Downward , 50psf/2400Pa Uplift , 15psf/720Pa Down Slope that are roof mounted using the slider , outlined in section 4 of this report . There are no rails Trina TSM -255PD05 . 08 and Sunpower SPR- E20 -327 used for Mechanical Loading within this product , whereas the 3 " Micro Rail , Floating Splice , and 9 " Attached Splice electrically bond the modules together forming the path to ground . Increased size ML test : Maximum Module Size : 22 . 3 ft' The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized UL2703 Design Load Rating : 113 PSF Downward , 50 PSF Upward , 30 PSF Down-Slope with black oxide with a stainless type 300 bonding pin , torqued to 20 ft-Ibs , retaining the LG355S2W -A5 used for Mechanical Loading test . modules to the bracket . The bonding pin of the Micro Rail when bolted and torqued , penetrate Mounting configuration : Four mountings on each long side of panel with the longest span of Description the anodized coating of the photovoltaic module frame to contact the metal , creating a bonded 24" connection from module to module . UL2703 Design Load Rating : 46 . 9 PSF Downward , 40 PSF Upward , 10 PSF Down - Slope Ratings LG395N2W -A5 , LG360S2W -A5 and LG355S2W -A5 used for used for Mechanical Loading The grounding of the entire system is intended to be in accordance with the latest edition of the test . National Electrical Code , including NEC 250 : Grounding and Bonding , and NEC 690 : Solar Mounting configuration : Six mountings for two modules used with the maximum span of Photovoltaic Systems . Any local electrical codes must be adhered in addition to the 74 . 5 " national electrical codes . The Grounding Lug is secured to the photovoltaic module , torqued in accordance with the installation manual provided in this document . Fire Class Resistance Rating : - Class A for Steep Slope Applications when using Type 1 Modules . Can be installed at any Other optional grounding includes the use of the Enphase UL2703 certified grounding system , interstitial gap . Installations must include Trim Rail . which requires a minimum of 2 micro - inverters mounted to the same rail , and using the same - Class A for Steep Slope Applications when using Type 2 Modules . Can be installed at any engage cable , interstitial gap . Installations must include Trim Rail . Models Unirac SFM - Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules . This system was evaluated with a 5 " gap between the bottom of the module and the roof' s surface See section 7. 0 illustraction # 1 and 1 a for a complete list of PV modules evaluated with these rackinq systems Other Ratings NA ED 16 .3 . 15 (20-Apr-17) Mandatory ED 16 .3 . 15 (20-Apr-17) Mandatory , � _ 5 0 Q Q C C n CD C o o ''' O KWOMEN rt NONCD (n O O CD r0 3 a (D -z Cl) n C11 o ° o ° N O MOMMIND CD n N 0 . (D C2 0 CU rr �'�' a tD � CL N rm NIEMEN rf N 0 O Cl. r r CD N v 3 o D N _ a (n 3 rr O C � O cD m nsm o � p 3 _� 0 0 C C � � -0 � 0 77 73 73 0 to 703L among 14 N c+: c a m a N �" CD p Z Cal CP C D C r� O (A (D O C �_ O rr m %` a 3 0 (WOMENn O O' Q > O O O iv Cn CT � ' r* d Cfl (�j n N)N) mml O CD C:rNNIM (D � o o s O n 0 CQ Cb � (n D Q CD O (D WrMMIM wwwwo W p 0 � o m X 0 CD D `� Co N O Z N W 00 0 N (D iv 000 1l 0 O (Q o M. 0 N -a C n n O � 'o v N Cn v CO c° = O N O O n � D 0 O< o co m <m CCD m7 ' Sv -� CO a O O O X O O CD o = n ? o cn ! U1 n (n Z `< -+, h CD O � ' ° D m > > O N W rm+l3 U) O cl O ° (D m m3 cn CD O z n ZT D (n C C 0 C :3 OL) C) o- � (n n N M cD O cD CD CD h (n CD v 0 cn ( � � i� D m cn C7 3 O x CD iv CC] co ( ° „ N ° a O CD C 77 r* (D Z C — o o ° 3 m -No C O O (�D (D OWNED: O (D W cQ 0 o � 6 0 rt � cn � . 3 C7 < Cn 0 cn m 'o a <WOMEN �" (n _r C COD W CD (D ? v a O CD WOMEN r r Tn (D � . T < 2. co � o C Q (Q O I CL cQ x3 C o o 0 � � ; � c � wf a C 0 D < iv m r Q o o r--r ° � ' cD o 77 1 j D cn c CD o 3 CD cD Q v O U) OMOONS '� � CD o m (D C D Ill '71 n n D � h (n mmsO W W n C ? MEMO0 CD U) 0 MEMOS cn 3 3 O O C Q 0 zT C N �7 m 5 c m ° 0 O . . � O CD cn O (D (31 0 0' _ '~' 'S C C .-+ (A v � Q n � (n . . CD w rh CD yh (n (n cn Z3 cn CDr* O ' � — 7-3. 3 0 3 � O °—' x 0 Q `° aim sv t cD hO C Q <_ ' r CD o (D -�, i N C QC O N rn r4 w D g o � � m r� c cn (D N o � a ° r* ( p Z + + Zo 0 N C) Z 0mn WOMENC Cb Cb 3 v O :7 CD CQ �' � o v � v — D rn rn cD x . ° x . (D CD = ' (3l < o m I Q � � r I C7 0) m (D r + C7 (�D v 0 ` (n (o w Cn s= � Cho (D O C� s _ ° M 1 OCD m N r (o << w —I CD C1 n N cno m N I I C O `< O � v (D O C) (A oCo � '°0 ( po w D D m m co Nha w � o . o ==I x o 0 o o � o CD WN v ` 3 3 CD (D 3 iZ O D —DI -0r1 (� n ° � F Z �_ 0 w (� c �_ (D 3 O m m O (n 5 5 m N O C CD o _ x Ln O cD -+, CD (D rn cCn W C W CD O o h J N o � m � Q co 3 w (n O � CDQ o .C (D N CD ( (n ° n n � rrr r-* CD O C) Q (D CD m CC] CZ o C0 s o M n (D C v D <m o ° CD Q O (D � ° 6 3 CZ (D (n. (n (n 0 MO 00 M .N+ Q (D �Q (Q Y Itertek Address: Intertek d NY 13 11 ntertek Address : Intertek d NY 13 11 Cortland NY 13045 Cortland NY 13045 Total Quality, AasuuId, Telephone : 607-758-6516 Total Quallty. Asnimd. Telephone : 607-758-6516 www. intertek .com www, intertek .com o SE3000A- US / SE380OA- US / SE5000A- US / SE6000A- US / SE760OA- US / SE1000OA- US / SE1140OA- US / SE3000H - US / SE380OH - US / SE5000H - US / SE6000H - US / SE760OH - US / Subject : ETL Evaluation of SolarEdge Products to NEC 2017 Rapid Shutdown Requirements SE10000H - US / SE1140OH - US when the following label is labeled on the side of the inverter : To, whom it may concern blarWr, This letter represents the testing results of the below listed products to the requirements contained in the following standards : PHOTOVOLTAIC RAPID National Electric Code , 2017, Section 690 . 12 requirement for rapid shutdown . SHUTDOWN SYSTEM UL 1741, UL 1741 CRD for rapid shutdown The evaluation was done on the PV Rapid Shutdown System ( PVRSS ), and covers installations consisting Inverter part number may be followed by a suffix of optimizers and inverters with part numbers listed below . The testing done has verified that controlled conductors are limited to : • 3 - ph Inverters : o SE9KUS / SEIOKUS / SE14 . 4KUS / SE20KUS / SE30KUS / SE33 . 3KUS /SE43 . 2KUS / • Not more than 30 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation SE66 . 6KUS / SE100KUS ; when the following label is labeled on the side of the inverter : outside the array . • Not more than 80 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation 18ra inside the array . The rapid shutdown initiation is performed by either disconnecting the AC feed to the inverter, or — if PHOTOVOLTAIC RAPID the inverter DC Safety switch is readily accessible — by turning off the DC Safety switch . SHUTDOWN SYSTEM Applicable products : Inverter part number may be followed by a suffix • Power optimizers : o PB followed by 001 to 350; followed by -AOB or -TFI . If there are any questions regarding the results contained in this report, or any of the other services OP followed by 001 to 500 ; followed by - LV, - MV, - IV or - EV . offered by Intertek, please do not hesitate to contact the undersigned . P followed by 001 to 850 . SP followed by 001 to 350 . * When optimizers are connected to 2 or more modules in series , the max input voltage may exceed 80V . Following the implementation of the NEC 2017 rapid shutdown value of 80V max inside of the array at the beginning of 2019 , modules exceeding this combined input max voltage will be required to use optimizers with parallel inputs . • 1 - ph Inverters : This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client . Intertek's responsibility and liability are limited to the terms and conditions of the agreement . Intertek assumes no liability to any party, Intertek's responsibility and liability are limited to the terms and conditions of the agreement . Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss , expense , or damage occasioned by the use of this information . other than to the Client in accordance with the agreement, for any loss , expense , or damage occasioned by the use of this information . Any observations and results in this report are relevant only to the sample evaluated . Only the Client is authorized to copy and Any observations and results in this report are relevant only to the sample evaluated . Only the Client is authorized to copy and distribute this information and only then in its entirety. distribute this information and only then in its entirety. © 2018 Intertek © 2018 Intertek Version : 8-September-2016 Page 1 of 3 GFT-OP- 10a Version : 8-September-2016 Page 2 of 3 GFT-OP- 10a r 171 n c � �,MA ci a n aaa Q. � � trF..� NC C (D H (D N W (D G F-' n v� t� ea n CD tv rn a Nuc r7 ro � 11 © a 3 ray tiC ( t (D N W (D O C hO H P O FEMME, • • f-' N n N c t 0 a 19 0 CIE �C n 0 a a Cn ((DD n w co � N N 0 w lw� IJ • HE c t Cie 0 ¢ N ~ G J `P co CEJ N cn LQ Q rd O Q t O J Cn Fj (D (D W04 O (D (D (D (D t h O a O `O N mmh O 00 ::jz� a0 (D N Cn �--► 0 OOEM! t CD �-h �j Q, 2) O� C, H cn (D HE a W r� rt CD L -Q LQ rt CD F h1 (D h rl N c1� OQL 000 O C) (D ((D � C w d hLQ 0n n rt O (D m n � a (D F - ft n O H �• 3 rt (D IJ ri G Q 0 ►b o M Cl) (D (D H (D E CD Ca C� a O 'Z, .r0.* m O O ca Q Ft G (a He h-' 0 OD D (D J 3 (D O m ¢ N D 0 7 We co m n fD Cil C N CD O O i o J O H co 0) \ C We CD C �4 O C) 03X T i r m Ln co coL P 18 structural Attachment shall be staggered where ground snow load exceeds 10 PSF . ENGINEERS July 1 , 2020 Testing : Values were based on UTR - 299 testing provided by Unirac . Unirac Components and Cladding Roof Zones : 1411 Broadway Blvd . NE The Components and Cladding Roof Zones shall be determined based on ASCE 7 -05 , ASCE 7 - 10 & 7 - 16 Component and Albuquerque , NM 87102 Cladding design . Attn . : Unirac - Engineering Department Notes : 1 ) U - builder Online tool analysis is only for Unirac SFM Sunframe Microrail system only and do not include roof capacity check . Re : Engineering Certification for the Unirac Sunframe Microrail , SFM Infinity U - builder Software 2 ) Risk Category II per ASCE 7 - 16 . 3 ) Topographic factor, kzt is 1 . 0 . PZSE , Inc . - Structural Engineers has reviewed the Unirac' s Sunframe Microrail , proprietary mounting system constructed 4 ) Array Edge Factor YE = 1 . 5 from modular parts which is intended for rooftop installation of solar photovoltaic ( PV) panels ; and has reviewed the U - 5 ) Average parapet height is 0 . 0 ft . builder Online tool . This U - Builder software includes analysis for the 2 " Microrail , 8 " Attached Splice, 6" splice , and front 6 ) Wind speeds are LRFD values . trimrail . All information , data and analysis contained within are based on , and comply with the following codes and 7 ) Attachment spacing ( s ) apply to a seismic design category E or less . typical specifications : Design Responsibility : 1 , Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7 -05 , ASCE/SEI 7- 10, ASCE/SEI 7 - 16 The U - Builder design software is intended to be used under the responsible charge of a registered design professional 2 . Massachusetts State Building Code, 780 CMR 9th Edition . where required by the authority having jurisdiction . In all cases, this U - builder software should be used under the 3 . 2006 - 2018 International Building Code, by International Code Council , Inc . w/ Provisions from SEAOC PV- 2 20170 direction of a design professional with sufficient structural engineering knowledge and experience to be able to : 4 . 2006 - 2018 International Residential Code , by International Code Council , Inc . w/ Provisions from SEAOC PV-2 • Evaluate whether the U - Builder Software is applicable to the project, and 2017 . 5 . AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic ( PV ) Panels, November Understand and determine the appropriate values for all input parameters of the U - Builder software . 1 , 2012 by ICC- ES . This letter certifies that the Unirac SFM Sunframe Microrail , when installed according to the U - Builder engineering Following are typical specifications to meet the above code requirements : report and the manufacture specifications, is in compliance with the above codes and loading criteria . Design Criteria : Ground Snow Load = 0 - 100 ( psf) This certification excludes evaluation of the following components : Basic Wind Speed = 90 - 180 ( mph ) 1 ) The structure to support the loads imposed on the building by the array ; including, but not limited to : strength Roof Mean Height = 0 - 30 ( ft ) and deflection of structural framing members, fastening and/or strength of roofing materials, and /or the effects Roof Pitch = 0 - 45 ( degrees ) of snow accumulation on the structure . Exposure Category = B , C & D 2 ) The attachment of the SFM 2 " Microrail or 8 " Attached Splice to the existing structure . Attachment Spacing : Per U - builder Engineering report . 3 ) The capacity of the solar module frame to resist the loads . Cantilever : Maximum cantilever length is L/3 , where " L" is the span noted in the U - Builder online This requires additional knowledge of the building and is outside the scope of the certification of this racking system . tool . Clearance : 2 " to 10" clear from top of roof to top of PV panel . If you have any questions on the above, do not hesitate to call . Tolerance ( s ) : 1 . 0 " tolerance for any specified dimension in this report is allowed for installation . Prepared by : Installation Orientation : See SFM Installation Guide . PZSE , Inc . — Structural Engineers �pVjN 0FMg8s9 Roseville CA PAUL K . oy Landscape - PV Panel long dimension is parallel to ridge/eave line of roof and the PV o ZACHER m panel is mounted on the long side . o v STRUCTURAL Portrait - PV Panel short dimension is parallel to ridge/ eave line of roof and the PV panelNo . 50190 is mounted on the short side . o x�. 06130z��g ONAL, 1478 Stone Point Drive , Suite 190 , Roseville , CA 95661 916 . 961 . 3960 F 916 . 961 . 3965 W www , pzse . com Experience lidegriiy I Empoweimen