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BLDE-23-002243
a .\ (, Commonwealth of Official Use Only E` i Massachusetts Permit No. BLDE-23-002243 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev.1/07] APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date:10/26/2022 City or Town of: YARMOUTH To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 55 ilia7 PONDVIEW AVE Owner or Tenant KORINKO FRANK J Telephone No. Owner's Address 55 PONDVIEW AVE,WEST YARMOUTH, MA 02673 Is this permit in conjunction with a building permit? Yes 0 No 0 (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps Volts Overhead 0 Undgrd 0 No.of Meters New Service Amps Volts Overhead 0 Undgrd 0 No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of solar PV system (21 Panels 7.350 KW)(NO ESS) Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total ,Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ No.of Emergency Lighting grnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and ,Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alertine Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other: Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Ballasts Data Wiring: Heaters Signs _No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to start: Inspection to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE:Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent.The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 0 BOND 0 OTHER 0 (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Matthew T Markham Licensee: Matthew T Markham Signature LIC.NO.: 1136 (If applicable,enter"exempt"in the license number line.) Bus.Tel.No.: Address:24 SAINT MARTIN DR,BLDG 2 UNIT 11,MARLBOROUGH MA 017523060 Alt.Tel.No.: *Per M.G.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: OWNER'S INSURANCE WAIVER:I am aware that the License does not have the liability insurance coverage normally required by law.But my signature below,I hereby waive this requirement. I am the(check one) 0 owner 0 owner's agent. Owner/Agent Signature Telephone No.- PERMIT FEE: $150.00 FU )e RECEIVED L Q � ttj Official Use Only 20 ommonwea l� o a6bac e a23IZ _ A� .- � LU1t Permit No. 7`i`-(L Wit par me o/.]ire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07 --- (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to he performed in accordance with the Massachusetts Electrical Code(MEC).527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 10/24/2022 City or Town of: Yarmouth To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number)55 Pondview Ave Owner or Tenant Frank Korinko Telephone No. 774-487-7903 Owner's Address 55 Pondview Ave.,Yarmouth,MA 02673 Is this permit in conjunction with a building permit? Yes ICI No n (Check Appropriate Box) Purpose of Building residential Utility Authorization No. Existing Service 100 Amps 120 /240 Volts Overhead IUI Undgrd n No.of Meters 1 New Service Amps / Volts Overhead I Undgrd No.of Meters 1 Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: roof mounted pv solar panels-7.350Kw system-21 total panels-100A-NO ESS Completion of the following table may be waived by the Inspector of Wires. No.of Total ,No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ O.of Emergency Lighting grnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Connection Municipal ❑ Other No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER:roof mounted pv solar panels- 7.350Kw system- 21 total panels- 100A- NO ESS Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: 21,704.26 (When required by municipal policy.) Work to Start:upon approval Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Freedom Forever Massachusetts LLC LIC.NO.:902A1 Licensee: Matthew Markham Signature LIC.NO.:1136MR (If applicable, enter "exempt"in the license number line.) Bus.Tel.No.:774-320-5539 Address: 135 Robert Treat PAine Dr.,Taunton,MA 02780 Alt.Tel.No.: *Per M.G.L.c. 147,s. 57-61,security work requires Department of Public Safety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,1 hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent PERMIT FEE: $ Signature Telephone No. E. . ROOF MOUNT PHOTOVOLTAIC SYSTEM CODES: CONSTRUCTION NOTES: THIS PROJECT COMPLIES WITH THE FOLLOWING: 2018 INTERNATIONAL BUILDING CODE(IBC) CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. 2018 INTERNATIONAL MECHANICAL CODE(IMC) ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT 2018 INTERNATIONAL PLUMBING CODE(IPC) POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE 2018 INTERNATIONAL FUEL GAS CODE(IFGC) MOUNTED. 2018 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) MODULES SHALL BE TESTED , LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ACCORDANCE WITH UL 2703.SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE(ISPSC) SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. 2017 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY TOWN OF TRUMBULL(CT) DIG ALERT(811)TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC DISCONNECT/INVERTER AS PER CHECK AHJ NEC SEC 250.166(A). SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART.690 OF THE CHECK AHJ NEC VICINITY MAP: THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM ''<, SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY)AND UL 1741 STANDARDS CLIENT: ,,413„,,,,, ' ° FRANK KORINKO Cr.b.YJ nt.n gFw INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT 55 PONDVIEW AVE,YARMOUTH,MA 2673 ATTACHED TO THE ROOF USING CONDUIT MOUNT. AHJ:TOWN OF TRUMBULL(CT) 2 0� UTILITY:EVERSOURCE ENERGY(EASTERN 0c`-7,c: � v . 4 { �a �I MA)PHONE:(774)487-7903 EMAIL HKORINKO@JRI.ORG 4 QSsrnoLI J.tCe 3 6 mol:lh,Na Ci6:3 {4 V T�,vn`d'ok �Rd . •,f�.oNe;a;': O SYSTEM: C aura SYSTEM SIZE(DC):21 X 350=7.350 kW SYSTEM SIZE(NEC):5.000 kW @ 240V c, MODULES:21 X LONGI SOLAR: a c.xi¢ L O} P LR4-60HPB-350M OPTIMIZERS:21 X SOLAREDGE S440 ..° INVERTER:SOLAREDGE SE5000H-USRGM wggM [S 11] a ...-._.. e r �oygo o,,,e' SITE LOCATION TABLE OF CONTENTS: P2.--t- PV-1 SITE LOCATION 00REVISIONS PV-2 SITE PLAN NO, REVISED BY DATE PV-2A ROOF PLAN WITH MODULES LAYOUT / �� - - PV-2B ROOF AND STRUCTURAL TABLES / / - - PV-3 MOUNTING DETAILS vr eedom PV-4 THREE LINE DIAGRAM F O R E E R PV-5 CONDUCTOR CALCULATIONS 13 FREEDOM FOREVER LLC135 ROBERT TREAT PAINE DR.,TAUTON,MA PV-6 EQUIPMENT&SERVICE LIST ._ 02780 Tel:(800)385-1075 PV-7 LABELS GREG ALBRIGHT PV-7A SITE PLACARD PV-8 OPTIMIZER CHARTS^�� UI�� PV-9 SAFETY PLAN CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; PV-10 SAFETY PLAN BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR APPENDIX MANUFACTURER SPECIFICATION SHEETS LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR SITE LOCATION JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-1 Z3- OUZ2, y3 BARUN CORP October 21,2022 RE: CERTIFICATION LETTER Project Address: FRANK KORINKO RESIDENCE 55 PONDVIEW AVE YARMOUTH,MA 2673 Design Criteria: -Applicable Codes=2018 IEBC/IBC,2018 IRC,ASCE 7-16 and 2018 NOS -Risk Category=II -Wind Speed=140 mph,Exposure Category C,Partially/Fully Enclosed Method -Ground Snow Load=30 psf -Roof 1:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LL/SL=25 psf(Non-PV),Roof LL/SL=20.8 psf(PV) -Roof 2:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LL/SL=25 psf(Non-PV),Roof LL/SL=17.9 psf(PV) To Whom It May Concern, A job site survey of the existing framing system of the address indicated above was performed.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 Solar PV 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 Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,the Solar PV System 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, . -j Digitally signed ned + .;�� Avial by AvialAL ' LUMAGUI '4, u m a Lumagui CIVIL -+ Date: No. 57691 • 2022.10.21 g u i 08:58:15-04'00' 10NA1 a...j Enq r'i r..!m r 1.0 202.45i6 1 ChE ok lj oru `o p.corn ,Accr . ar mot:r`t orn 1 8 BARU N CORP RESULTS SUMMARY FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS Roof 1 20 OK IEBC IMPACT CHECK Roof 2 27° OK IEBC IMPACT CHECK STANDOFF HARDWARE EVALUATION FOR WIND UPLIFT MOUNTING PLANE WIND UPLIFT DCR Roof 1 74.5% Roof 2 62.1% Limits of Scope of Work and Liability: The existing structure been reviewed hosed on the 05CUrnptiOn that it has been origmally designed and constructed per oaptopriate codes The structural analysis of the subrecr property is boited on the provided site survey data, The olliculations produced for this structure's assesment ore only for the root framingsupport/no the proposed Mb instottehon referenced in the stumperi ploosel and were made according to generally recognized stop:tura! 0,,C11/S,S standards and procedures, All Pd modules, tucking rind attachment components shall be designed and Pistolled per ritanLi,*torers approved qwde4ses and sPeciPluoons. These Mans 8/e sot stumPeil for wuter 822(888 or es/sting aa.,-riocy:,to the:;uw..-turcu componect mitt miss sot Ciu,',:,s,s,c1 during the site survey. PHO,,f13 commenrement idt work,the Pe system installer Pupils./verify that the existing roof and connect/ours ore in segolgo cooditiou nod inspect fromThq noted on the r arts:ter:Mori letter pod inform the Engmerte of Record of cmy discrepancies prior to inctollation The mst.cii!er should also chew's for one clornoge5 such on WOter riumage crocked itansing, etr and inform Phi bwiincei of Record of exe,,o(1 deficiencies wkoirn ore unknown 1,7,1/01' not Tbserktvoie mega?the urns .cU,'W,y,70Ci hues sot been inauded in ass scope of work- Any chorus'in sroair of the Barun C5rp 1 DesIgn anti tens 610„20221506 ohristr@batatnpotipettorn trytharThaturvgiorp corn 2/8 BARUN CORP LOAD CALCULATION Roof 1 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 PV PANELS DEAD LOAD(PV-DL) PV Panels Weight = 2.50 psf Hardware Assembly Weight =0.50 psf Total PV Panels Weight PV-DL=3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof •1 Layer(s) = 2.50 psf Underlayment Weight =0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 Eli.1.6 in.OZ. - = 1.72 psf No Vaulted Ceiling =0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL=7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area At< 200ft2 Roof 1 Pitch 20'or 5/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2=0.98 Reduced Roof Live Load,Lr=Lo(R1)(R2) Lr= 19.50 psf SNOW LOAD Ground Snow Load pg=30.00 psf Effective Roof Slope 20° Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor Ct= 1.10 Minimum Flat Roof Snow Load pf-min= 25.00 psf Flat Roof Snow Load pf=25.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs-roof= 1.00 Sloped Roof Snow Load on Roof ps-roof= 25.00 psf SLOPED ROOF SNOW LOAD ON PV PANELS(Unobstructed Slippery Surfaces) Roof Slope Factor Cs-PV=0.83 Sloped Roof Snow Load on PV Panels ps-PV=20.80 psf tx-H 3r ,..31., s ,..'..>i:3':c"3€i?i i`.n•322,(Ft,t"i., •112202�'.(3 0.6 .212(. (/0"3Y..3r✓C3!"o.2001 7$ 8 BARU N CORP IEBC IMPACT CHECK Roof 1 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 19.50 0.00 psf Roof Snow Load(SL)= 25.00 20.80 psf (DL+Lr)/Cd= 21.76 11.89 psf (DL+SL)/Cd= 28.43 27.39 psf Maximum Gravity Load= 28.43 27.39 psf Load Increase(%)= -3.67% OK The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Bar un Corp i Design and Engineering 610.20245013 I chriski@baruncorpicorri I vimmr,barunogrp 4j8 BARON CORP WIND UPLIFT CALCULATION Roof 1 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 SITE INFORMATION Ultimate Wind Speed= 140.00 mph Roof Pitch= 20' Risk Category= II Roof Type= Gable Exposure Category= C Velocity Pressure Exposure Coefficient,Kz= 0.98 Mean Roof Height= 30.00 ft Topographic Factor,Kzt= 1.00 Solar Array Dead Load= 3.00 psf Wind Directionality Factor,Kd= 0.85 a= 3.00 ft Ground Elevation Factor,Ke= 1.00 DESIGN CALCULATIONS Wind Velocity Pressure,qh= 41.89 psf (0.00256*Kz*Kzt*Kd*Ke*(VA2)) Solar Array Pressure Equalization Factor,ya= 0.60 Allowable Load= 982.50 lbs IS.Pine,5/16"Lag Screw x 1,2.5"Embedment Array Edge Factor,yE= 1.50 Exposed Condition Max.X-Spacing(Zone 1&2e)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e)= 3.40 ft 9.18 ft2 Max.X-Spacing(Zone 2n-3e)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e)= 3.40 ft 9.18 ft2 Max.X-Spacing(Zone 3r)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 3r)= 3.40 ft 9.18 ftz ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -2.00 -43.55 psf 399.79 lbs 2n-3e -3.00 -66.17 psf 607.44 lbs 3r -3.60 -79.74 psf 732.04 lbs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.6DL+0.6WL is used. Encanderd 24 015 2u2 4506 1 akuan4nbard652222!)..Xst Yi ..�: .b r et ??r_`C'."i t?1 ",ty 1 BARUN CORP LOAD CALCULATION Roof 2 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 PV PANELS DEAD LOAD(PV-DL) PV Panels Weight = 2.50 psf Hardware Assembly Weight =0.50 psf Total PV Panels Weight PV-DL=3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composke Shingle Roof 1 Layer(s) =2.50 psf Underlayment Weight =0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x6:8 1616.0.C. = 1.72 psf No Vaulted Ceiling =0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL=7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo=20.00 psf Member Tributary Area At< 200 fe Roof 2 Pitch 27°or 6/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2=0.90 Reduced Roof Live Load,Lr=Lo(R1)(R2) Lr= 18.00 psf SNOW LOAD Ground Snow Load pg=30.00 psf Effective Roof Slope 27° Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor Ct= 1.10 Minimum Flat Roof Snow Load pf-min= 25.00 psf Flat Roof Snow Load pf=25.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs-roof= 1.00 Sloped Roof Snow Load on Roof ps-roof=25.00 psf SLOPED ROOF SNOW LOAD ON PV PANELS(Unobstructed Slippery Surfaces) Roof Slope Factor Cs-PV=0.72 Sloped Roof Snow Load on PV Panels ps-PV= 17.90 psf Bar-„n Corn Djon a28 Fnnnpry; 8'8 282 4808 ,tfiv (/-yr, 618 IEBC IMPACT CHECK BARUN CORP Roof 2 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 18.00 0.00 psf Roof Snow Load(SL)= 25.00 17.90 psf (DL+Lr)/Cd= 20.56 11.89 psf (DL+SL)/Cd= 28.43 24.87 psf Maximum Gravity Load= 28.43 24.87 psf Load Increase(%)= -12.54% OK The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Bar,“i Ca,),sain and Era:pr,enr,,,a 610 202 4506 I cidrajKoad-unr;d=r,corn wan bdrunnan 7/8 . . BARU N CORP WIND UPLIFT CALCULATION Roof 2 FRANK KORINKO RESIDENCE,55 PONDVIEW AVE,YARMOUTH,MA 2673 SITE INFORMATION Ultimate Wind Speed= 140.00 mph Roof Pitch= 27° Risk Category= II Roof Type= Gable Exposure Category= C Velocity Pressure Exposure Coefficient,Kz= 0.98 Mean Roof Height= 30.00 ft Topographic Factor,Kzt= 1.00 Solar Array Dead Load= 3.00 psf Wind Directionality Factor,Kd= 0.85 a= 3.00 ft Ground Elevation Factor,Ke= 1.00 DESIGN CALCULATIONS Wind Velocity Pressure,qh= 41.89 psf (0.00256*Kz*Kzt*Kd*Ke*(VA2)) Solar Array Pressure Equalization Factor,ya= 0.60 IAllowable Load= 982.50 lbs IS.Pine,5/16"Lag Screw x 1,2.5"Embedment Array Edge Factor,yE= 1.50 Exposed Condition Max.X-Spacing(Zone 1&2e)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e)= 3.40 ft 9.18 ft2 Max.X-Spacing(Zone 2n-3e)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e)= 3.40 ft 9.18 ft2 Max.X-Spacing(Zone 3r)= 2.70 ft Effective Wind Area Max.Y-Spacing(Zone 3r)= 3.40 ft 9.18 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.50 -32.33 psf 305.49 lbs 2n-3e -2.50 -54.95 psf 504.42 lbs 3r -3.01 -66.44 psf 609.92 lbs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.6DL+0.6WL is used. 8/8 Ea,-; I;(nun; 1.7) ,s1q;,;and Engiroiterui; 61 e 262 41;06 1 onskre(l;iacir ;orp r;,,,p-, , tAit,ivi r), -;,;,;,-:,,,,r;;-,-;, ,-; TOTAL ROOF AREA RIDGE SETBACK CALCS: LEGEND: TOTAL ROOF AREA: 1250 SQ FT SINGLE MODULE AREA: 19.60867116 SQ FT CHIMNEY TOTAL NUMBER OF MODULES: 21 (E) UTILITY METER (N)AC DISCONNECT EATON DG221URB(OR TOTAL AREA OF MODULES:411.78 SQ FT EQUIVALENT) 0 PIPE VENT ROOF COVERAGE: 32.94% FIRE SPRINKLERS : NO (N)SOLAREDGE SE5000H-USRGM [SII] u MODULES u THIS SYSTEM DESIGNED WITH: – — – CONDUIT WIND SPEED: 140 WIND EXPOSURE: C (N)JUNCTION BOX 7 SETBACK AC AC DISCONNECT (N)21 LONGI SOLAR: LR4-60HPB-350M ,Nkt, .. UM UTILITY METER (E)MAIN SERVICE PANEL PM PRODUCTION METER JB JUNCTION BOX \ \ INV INVERTER ROOF AREA:1250 SQ FT / \ CLIENT: MSP MAIN SERVICE / \ FRANK KORINKO PANEL ^ 4 E TRANSFORMER 55 PONDVIEW AVE,YARMOUTH,MA 2673 AHJ:TOWN OF TRUMBULL(CT) h� 64ft from meter UTILITY:EVERSOURCE ENERGY(EASTERN ; / AP' MA) �'�', ROOF LINE PHONE:(774)487-7903 EMAIL:HKORINKO@JRI.ORG / t / '# s ' PROPERTY LINE 44�� 1 $$$# '' SYSTEM: SYSTEM SIZE(DC):: .0350=7.324 kW V4�-5„ *it, ' \ SYSTEM SIZE(NEC):5.000 kW @ 240V \ MODULES:21 X LONGI SOLAR: if LR4-60HPB-350M '''''' `38;x„ OPTIMIZERS:21 X SOLAREDGE S440 ' INVERTER.SOLAREDGE SE5000H-USRGM ',' [S11] 10,,,... #4tiV 41449,4*/. �:. 0 ''''\...,,,,,,, ig0fai$V -.411.11,V11111/ \ 4V44 40 \ ^ry ,` DRIVEWAY /41:- 141 REVISIONS \ ,`` NO. REVISED BY DATE 716' \ - - - . \ \ • `� FOREVER FREEDOM FOREVER LLC \ 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 Tel:(800)385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR `Alil SITE PLAN LICENSE CS-111661;MASTER ELECTRICIAN 1136 MR Ur SCALE: 1/16" = 11-0" CO SITE PLAN - JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-2 LEGEND: MODIFIED SETBACKS PROPOSED AT RIDGE: TOTAL ROOF AREA: 1250 SQ FT TOTAL ARRAY AREA=411.78 SF TOTAL ARRAY AREA:411.78 SQ FT TOTAL ROOF AREA= 1250 SF ARRAY COVERAGE: 32.94% . A CHIMNEY TOTAL ARRAY AREA AS A%TO ROOF AREA=32.94% SYSTEM DISTRIBUTED WEIGHT: 2.19 LBS ,, i� 32.94%<33% ROCKIT MICRORAIL POINT-LOAD: 9.82 LBS Avial �. •. 8. 0 PIPE VENT `' IALy Lumagui z LU GUI THIS SYSTEM DESIGNED WITH: Cu MODULES WIND SPEED: 140 I Digitally signed by `� P1 57891 "' WIND EXPOSURE: C Avial Lumagui .a >i – — – CONDUIT Date:2022.10.21 � 14NAt/� ' ' SETBACK 08:57:54-04'00' STRUCTURAL ONLY AC AC DISCONNECT UM UTILITY METER PM PRODUCTION METER JB JUNCTION BOX INV INVERTER ROOFS OOF AREA:1250 sQ FT CLIENT: MSP MAIN SERVICE FRANK KORINKO PANEL 55 PONDVIEW AVE,YARMOUTH,MA 2673 AHJ:TOWN OF TRUMBULL(CT) UTILITY:EVERSOURCE ENERGY(EASTERN (N)21 LONGI SOLAR: LR4-60HPB-350M1,11** MA) PHONE:(774)487-7903 EMAIL:HKORINKO@JRI.ORG **** ' SYSTEM: '' SYSTEM SIZE(DC):21 X 350=7.350 kW 't#4 '' SYSTEM SIZE(NEC):5.000 X kW 7.240Vk ' MODULES:21 X LONGI SOLAR: ' ' LR TIM IZEB-350M OPTIMIZERS:21 X SOLAREDGE S440 4::: *4# INVERTER:SOLAREDGE SE5000H-USRGM [SII] 47# FIRE ACCESS *4**4.1tPATHWAYS O Ai NS''`�II NO. REVISED BYDATE 44440 _ . - A $4$1 �.1,�� ' fey [anil FOREVER *PR* FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 ' f`` Tel:(800)385-1075 GREG ALBRIGHT )3J,,,i CP41kIrli FIRE ACCESS \ CONTRACTOR LICENSE: PATHWAYS HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR i�� = NOTES: LICENSE CS-111662,MASTER ELECTRICIAN ROOF PLAN 1136 MR N�� CO1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS SCALE: 3/32" -0" 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES ROOF PLAN WITH MODULES LAYOUT 3. JUNCTION BOX IS MOUNTED TO THE RAIL. JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-2A BACKFEED BREAKER SIZING MAX.CONTINUOUS OUTPUT 21.00A @ 240V 21.00 X 1.25 = 26.25AMPS 30A BREAKER-OK SEE 705.12 OF CHECK AHJ NEC 125 X 1.20 = 150 • 150 - 100 = 50A ALLOWABLE BACKFEED CLIENT: FRANK KORINKO 55 PONDVIEW AVE,YARMOUTH,MA 2673 AHJ:TOWN OF TRUMBULL(CT) UTILITY:EVERSOURCE ENERGY(EASTERN — (E)UTILITY MA) (E)125A RATED — METER PHONE:(774)487-7903 MAIN SERVICE PANEL EMAIL:HKORINKO@JRI.ORG 1PH,120/240V 60HZ 'I (E)100A/2P MAIN — BREAKER (TOP FED) ] SYSTEM: SYSTEM SIZE(DC):21 X 350=7.350 kW STRING-1 STRING-2 SYSTEM SIZE(NEC):5.000 kW @ 240V MOD10 LONGI SOLAR: 11 LONGI SOLAR: � — UL 21 X N .-.�.•:- i„ . .�.•:- �„ ynSOLAR:GI '/1\' LR4-60HPB-350M • OPTIMIZERS:21 X SOLAREDGE S440 11 (N)SOLAREDGE INVERTER:SOLAREDGE SE5000H-USRGM SE5000H-USRGM[SI1] TO OTHER LOADS • [SI1] INVERTER •/'[� ' 4-#10AWG,THWN-2 — r •1" 1-#10 EGC,THWN-2 AV (N)MILBANK U5929-XL-INS SINGLE (N)30A RATED •/ AN, �_ __ AC ____ �C �= IN 3/4.OR PHASE NEMA 3R 600Vlt00A FORM 2S 0 i r —— �� LARGER EMT CONDUIT D SMART PRODUCTION METER EATON DG221URB(OR •� `'�� Rill II - - • – EQUIVALENT) – (N)30A/2P PV BREAKER , 1111 II I L JUNCTION = , 1 ` �Tounurr L _ BOX _ �� ____ • 0 • __ _ __—_ o _ _ ��• --FFEED HEAD o SOLAREDGE S440 SOLAREDGE S440 — —RAPID li POWER OPTIMIZERS POWER OPTIMIZERS SHUTDOWN— 4-#10AWG,PV WIRE SWITCH REVISIONS 1-#6 AWG IN FREE AIR OR L NO. REVISED BY DATE I #10 AWG MUST BE IN EMT CONDUIT 3-#10AWG,THWN-2 _ - _ 1-#10 EGC,THWN-2 • IN 3/4"OR LARGER EMT CONDUIT - - - 0 0 R 1 V E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 Tel:(800)385-1075 GREG ALBRIGHT 1 CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN NOTE: 1136 MR CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT THREE LINE DIAGRAM TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-4 WIRE SCHEDULE CLIENT: FRANK KORINKO11 STARTING ADJUSTMENT MAXIMUM 55 PONDVIEW AVE,YARMOUTH,MA 2673 STARTING TEMPERATURE ADJUSTED AHJ:TOWN OF TRUMBULL(CT) AWG CURRENT FACTOR FOR CURRENT UTILITY:EVERSOURCE ENERGY RACEWAY CONDUCTOR ALLOWABLE CORRECTION CONDUCTOR (EASTERN EQUIPMENT WIREAPPLIED TO MORE THAN 3 APPLIED TO MA) # QTY. AMPACITY @ 90°C FACTOR AMPACITY PHONE:(774)487-7903 SIZE 310.15(6)(16) CONDUCTORS 310.15(B)(2)(a) CONDUCTORS @ 90°C CONDUCTORS EMAIL:HKORINK-7903 ORG IN RACEWAY 310.15(B)(3)(a) IN RACEWAY 1 DC MODULE TO OPTIMIZER 2 10 40 13.95 1 1 40.00 17.44 2 DC OPTIMIZER TO JUNCTION BOX 2 10 40 15.00 1 1 40.00 18.75 3 DC JUNCTION BOX TO INVERTER 4 10 40 15.00 1 0.8 32.00 18.75 SYSTEM: SYSTEM SIZE(DC):21 X 350=7.350 kW 4 AC INVERTER TO PRODUCTION METER 3 10 40 21.00 1 1 40.00 26.25 SYSTEM SIZE(NEC):5.000 kW @ 240V MODULES:21 X LONGI SOLAR: 5 AC PRODUCTION METER TO AC DISCONNECT 3 10 40 21.00 1 1 40.00 26.25 LR4-60HPB-350M OPTIMIZERS:21 X SOLAREDGE S440 6 AC AC DISCONNECT TO POI 3 10 40 21.00 1 1 40.00 26.25 INVERTER:SOLAREDGE SE5000H-USRGM [SII] REVISIONS ____ NO. REVISED BY DATE ____ FOREVEP ____ FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA ____ 02780 _ Tel:(800)385-1075 -- GREG ALBRIGHT ---- CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; ---- BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR ---- LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. CONDUCTOR CALCULATIONS JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-5 OCPD SIZES: SERVICE LIST: 30A BREAKER NONE MATERIAL LIST: • QTY. PART PART# DESCRIPTION 21 MODULES PV-114-350 LONGI SOLAR:LR4-60HPB-350M 21 OPTIMIZERS S440 SOLAREDGE S440 POWER OPTIMIZER-FRAME MOUNTED MODULE ADD-ON 1 JUNCTION BOX 480-276 600VDC NEMA 3R UL LISTED JUNCTION BOX 2 CONNECTORS 240-300 STAUBLI/MULTI-CONTACT MC4 CONNECTORS(FEMALE) 2 CONNECTORS 240-301 STAUBLI/MULTI-CONTACT MC4 CONNECTORS(MALE) 1 INVERTER INV-120-503 SE5000H-US[SI1]RGM 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN 1 AC DISCONNECT 321-030 30A RATED 240VAC NEMA 3R UL LISTED CLIENT: 1 PRODUCTION METER 322-100 MILBANK U5929-XL-INS SINGLE PHASE NEMA 3R 600V/100A FORM 2S FRANK KORINKO 1 CLOSING PLATE 322-302 MILBANK METER CLOSING PLATE(USED WITH U5929-XI 55 J:PTOW EOIAVE,MBULL( T) MA 2673 ) AHJ:TOWN OF TRUMBULL(CT) 92 ROOF ATTACHMENT 1 261-602 ROCKIT MICRORAIL UTILITY:EVERSOURCE ENERGY(EASTERN MA) 15 TRIM 1 241-253 ROCK-IT TRIM COMP DARK PHONE:(774)487-7903 40 SLIDER 1 261-603 ROCK-IT SLIDER COMP DARK EMAIL:HKORINKO@JRI.ORG 12 BONDING CLAMP 1 221-100 N/S BONDING CLAMP 5 BONDING CLAMP 1 241-404 TRIM BONDING CLAMP 23 MOUNT ASSEMBLY 1 241-405 MLPE MOUNT ASSY 13 SPLICE 1 261-604 ROCK-IT SPLICE SYSTEM: 3 ATTACHED SPLICE 1 211-101 ATTACHED SPLICE 8 INCH SYSTEM SIZE(DC):21 X 350=7.350 kW SYSTEM SIZE(NEC):5.000 kW @ 240V 18 TRIMRAIL 1 261-606 TRIMRAIL UNIV CLIP W/HDW MODULES:21 X LONGI SOLAR: 6 TRIM SPLICE 1 261-605 TRIM SPLICE DRK LR4-60HPB-350M OPTIMIZERS:21 X SOLAREDGE S440 10 TRIMRAIL 1 211-115 TRIMRAIL UNIV DRK INVERTER:SOLAREDGE SES000H-USRGM 21 GROUND LUG 1 260-585 ILSCO GROUND LUG [SI1] 21 TRIM END CAPS 1 221-200 ROCK-IT TRIM END CAPS REVISIONS NO. REVISED BY DATE FOREVE FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 Tel:(800)385-1075 GREG ALBRIGHT P1/4141 CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR EQUIPMENT&SERVICE LIST JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-6 _ NOTES: YY . 17,p fl .1..7WO G 0:1) ifil_ L MN., 0 R C 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 (` 0 ,i� .x .� _ _ �r MARKINGS SHOWN HEREON. I-�� ISI .` L 0 D .� 0.1 ; G a i I n ayra yj � ore, 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: I® o11i1 T I I' X11 D G,�� O 1E q� lil ! I I I 7r) -3 A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR �y� yy� _ + 1 MACHINE PRINTED LETTERS OR ELECTRO-PLATING. (0114%-10141W D .=IW:i A G; 0 ►,I I�:.L © q PrEi\Y" LfkAE -'001-013P_ B. RED BACKGROUND COLOR WHITE TEXT AND LINE 705.12(B)(2)(3)(b) WORK. C. ARIAL FONT. 690.54 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN SOLAR PV SYSTEM EQUIPPED THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. WITH RAPID SHUTDOWN 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SOLAR ELECTF SHUT DOWN PV SYSTEM PRin E�= AND REDUCE SHOCK HAZARD IN THE ARRAY ' tlV c7' 690.56(C)(1)(A) CLIENT: FRANK KORINKO 55 PONDVIEW AV E,YARMOUTH, ,MA 2673 AHJ:TOWN OF TRUMBULL(CT) UTILITY:EVERSOURCE ENERGY(EASTERN NggliEE:fiETEE1=3 MA) PHONE:(774)487-7903 EMAIL:HKORINKO@JRI.ORG ]o1Vi'Ar 11 f f a 690.13(B) • 13Vi'.. ±I[r ID G-„I SYSTEM: rV011010 1 .1, 11 _. _ SYS TEM SIZE(DC):21 X 350=7.350 kW W SYSTEM SIZE(NEC):5.000 kW @ 240V 1' ` 41J1(ciyyA4( ID) GvlV ni mi1ilio7rl(y10_ 1441A MODULES:21 XLONGI SOLAR: LR4-60HPB-350M 'l�yI 1TA AIryiiiiiiIiz1;{470 % OPTIMIZERS:2XSOLAREDGES440VQ .41in `r ;A(aurpii^ `Cip o oofi; ,3)11I / lrjyivp0 C11 INVERTER:SOLAREDGE SE5000H-USRGM iC10CQo L .a .olI 010/4* 114: 11 .! - WY/65)0$ [SIA] . 690.15,690.54 690.53 ARRAY 40-01 (ly/ ;v.+.� -I'l - _.. _-_ .. ► INVERTER L _ __., REVISIONS I '�f�)t �[ A DC A J/B A • NO. REVISED BY DATE 690.56(C)(3) AA - - - T - - �t- ;� r; �w��,� ( NEC 690.31(G)(3)&(4) • • ti'[1�e�..:tc.d.an ,,v, `Ih�,1�6�t`I/0 v=1ili 1480 1 t FOREVEF - . � FREEDOM FOREVER LLC I ` 113.5 - - 9 'u © © � �`^ p ,i ' C 135 ROBERT TREAT02 8NO E DR.,TAUTON,MA •lid=V:�llr�i��'!'{II l {iIi '�.�sl �+4 -' _, .� � _ ,. Y R _.i Kiri! Tel:(800)385-1075 'Mi1`:�v.�i�i,iTt 'Zti14 'i '� 115 1'kt r n _. 1 �1 _ { GREG ALBRIGHT +)tits)ii' ils(N(NOW'' __._. , EVERY 10'ON CONDUIT AND ENCLOSURES , rl isk - CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR LABELS JOB NO: DATE: DESIGNED BY: SHEET: • 270105 10/19/2022 A.A. PV-7 CAUTION I IN . POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH CLIENT: FRANK KORINKO DISCONNECTS AS SHOWN 55 PONDVIEW AVE,YARMOUTH,MA 2673 AHJ:TOWN OF TRUMBULL(CT) UTILITY:EVERSOURCE ENERGY(EASTERN MA) AC DISCONNECT PHONE:(774)487-7903 UTILITY METER EMAIL:HKORINKO@JRI.ORG INVERTER EQUIPPED JUNCTION BOX WITH RAPID - SHUTDOWN SYSTEM: IA it/ Ait 21 PV MODULES SYSTEM SIZE(DC): .00 kW 7@ 2 0 kW SYSTEM SIZE(NEC): X 3 0= . 240V40V MODULES:21 X LONGI SOLAR: LR4-6OHPB-350M OPTIMIZERS:21 X SOLAREDGE S440 MAIN SERVICE PANEL INVERTER:SOLAREDGE SE5000H-USRGM Jr so i 0 III4 /../ REVISIONS WARNING NO. REVISED BY DATE TURN OFF PHOTOVOLTAIC AC DISCONNECT - - - PRIOR TO WORKING INSIDE PANEL N ' ' Leaciom FOREVER FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 Tel:(800)385-1075 GREG ALBRIGHT NOTES: 7),,,/ Pha\-- 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON. CONTRACTOR LICENSE: 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: HOME IMPROVEMENT CONTRACTOR 198080; A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. BUSINESS ELECTRICAL CONTRACTOR LICENSE 90B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. ICE-SE C - 11662;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN C. AERIAL FONT. 1136 MR 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED.SIGNAGE CANNOT BE HAND-WRITTEN. SITE PLACARD 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS. JOB Na DATE: 'DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-7A • 1 -10 11 -20 21 -30 31 -40 41 -5051 -60SOLAREDGE OPTIMIZER CHART 1 2 3841": CLIENT: 4,' c. FRANK TK: 4, 56 PONDVIEW AVE,YARMOUTH,MA 2673 4 AHJ:TOWN OF TRUMBULL(CT) UTILITY:EVERSOURCE ENERGY(EASTERN MA) PHONE:(774)487-7903 MS EMAIL:HKORINKO@JRI.ORG A 5 SYSTEM: SYSTEM SIZE(DC):21 X 350=7.350 kW SYSTEM SIZE(NEC):5.000 kW @ 240V MODULES:21 X LONGI SOLAR: LR4-60HPB-350M OPTIMIZERS:21 X SOLAREDGE S440 6 ,1 P INVERTER:SOLAREDGE SE5000H-USRGM [SI 1] 1 41,:#1,4r ..iiiiiiiiiiiiiii, 7 REVISIONS 8 NO. REVISED BY DATE ', '.L '�#'LeO. i 9 *IS** FOPEVER FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA *///////////# 02780 10 dAlk Tel:(800)385-1075 GREG ALBRIGHT lifuA/ PA NA" , CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR OPTIMIZER CHART JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-8 SAFETY PLAN MARK UP KEY INSTRUCTIONS: A.. OP PERMANENT ANCHOR 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. O TEMPORARY ANCHOR 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE-PLAN IL INSTALLER LADDER 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEETP*1 B JUNCTION / COMBINER BOX IN CASE OF EMERGENCY S STUB-OUT INJURY HOTLINE • X SKYLIGHT (855)400-7233 1.1/47 NO LADDER ACCESS (STEEP NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC GRADEORGROUNDLEVELOBSTRUCTIONS)NAME: �'**I CLIENT: FRANK KORINKO RESTRICTED ACCESS 55 PONDVIEW AVE,AHJ:OWN OF TRUMBULL YARMOUTH,MA 2673 ADDRESS: lif UTILITY:EVERSOURCE ENERGY(EASTERN MA) PHONE:(774)487-7903 CONDUIT EMAIL:HKORINKO@JRI.ORG SAFETY COACH CONTACT INFORMATION , NAME: 0 GAS SHUT OFF SYSTEM: WATER SHUT OFF SYSTEM SIZE(DC):21 X 350=7.350 kW PHONE NUMBER: � SYSTEM SIZE(NEC):5.000 kW @ 240V MODULES:21 X LONGI SOLAR: LR4-60HPB-350M ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE OPTIMIZERS:21 X SOLAREDGE S440 SAFETY PLAN AND SIGN INDICATING THAT THEY ARE O SERVICE DROP INVERTER:SOLAREDGESE5000H-USRGM [SII] AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR WORKING SAFELY. O POWER LINES NAME SIGNATURE BREAK AND WATER LOGREVISIONS NO. REVISED BY DATE THIS LOG IS TO BE FILLED OUT ANY TIME THE TEMP EXCEEDS 90 DEGREES.THE CREW LEAD AND ROOF LEAD ARE RESPONSIBLE FOR ENSURING THIS IS - - COMPLETED AND UPLOADED AT THE END OF EVERYDAY WHEN TEMPS EXCEED 90 DEGREES - - er om NAME 0800HRS 0900HRS 1000HRS 1100HRS 1200HRS 1300HRS 1400HRS 1500HRS 1600HRS f� i FOREVEP FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUTON,MA 02780 Tel:(800)385-1075 GREG ALBRIGHT jii,l,.,1 Uhl ' CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE I 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN I 1136 MR I DATE: TIME: SAFETY PLAN JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-9 • . 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 • Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE • Ladders must be inspected before each use. • Employees shall have access to potable drinking water that is (add as many as necessary by using additional sheets) • Extension ladders must be set up on a firm and level surface at • Client and public is excluded from work area by barricades(N/A, fresh, pure,and suitably cool.The water shall be located as a 4-to-1 rise to run angle(or 75 degrees)and the top must be Yes, No): close as practicable to the areas where employees are working. Define the Hazard: Method/steps to prevent incident: secured to the structure.Extension style ladders placed on Water shall be supplied in sufficient quantity at the beginning of uneven, loose or slippery surfaces must additionally have the Training and Pre-Job Safety Briefing the work shift to provide at least one quart per employee per base firmly anchored or lashed so the base will not slip out. • All employees onsite shall be made aware of the specific hazards hour for drinking for the entire shift. Employees may begin the • Extension ladders must be used with walk-through devices or of this project and review this HJA during a pre job briefing,and shift with smaller quantities of water if they identify the location the ladder must extend 36"above the stepping off point. their signature indicates awareness of site conditions and the and have effective means for replenishment during the shift to Define the Hazard: Method/steps to prevent incident: • A-frame ladders must only be climbed with the ladder spreader plan to eliminate any hazards identified prior to and during the allow employees to drink on quart or more per hour.The bars locked in the open position;A-frame ladders shall not be project. frequent drinking of water shall be encouraged. climbed while in the closed position(ex,closed and used while • Shade shall be present when temperature exceeds 80 degrees leaned against a structure). • Crew leader(name/title): Fahrenheit.When the outdoor temperature in the work exceeds • Additional notes: 80 degrees Fahrenheit,employees shall have and maintain one Define the Hazard: Method/steps to prevent incident: • Crew member(name/title): or more areas with shade at all times. Mobile Equipment • New employees must be acclimatized. New employees will be • Only Qualified operators will operate equipment;operators must • Crew member(name/title): monitored by their Crew Leader(site supervisor)for the first two maintain a certification on their person for the equipment being (2)weeks of employment or longer when necessary. Define the Hazard: Method/steps to prevent incident: operated. • Crew member(name/title): • Employees will be allowed and encouraged to implement • Type(s)of mobile equipment(Type/Make/Model): scheduled breaks during each shift.Employees must take • Crew member(name/title): cool-down breaks in the shade any time they feel the need to do • Qualified operator(s): so to protect them from overheating.Supervisors are • Crew member(name/title): REQUIRED to allow employees any break period they need Material Handling and Storage during high heat conditions. CLIENT: FRANK KORINKO • Materials will be staged/stored in a way that does not present a Airborne Contaminants: • Cool Vests are encouraged for all employees at all times during 55 PONDVIEW AVE,YARMOUTH,MA 2673 hazard to client, personnel or public. Materials stored on the • Asbestos-containing(Transite)piping(ACP)-Do not disturb periods of high heat. AHJ:TOWN OF TRUMBULL(CT) roof will be physically protect from failing or sliding off. (move, drill,cut fracture,etc.) • Identify the location of the closet Occupational/Industrial Clinic UTILITY:EVERSOURCE ENERGY(EASTERN MA) • Asbestos-containing thermal insulation(ACI)and or Hospital in case a crew member becomes ill. PHONE:(774)487-7903 Fall Protection Asbestos-containing duct wrapping (ACW)-do not disturb, no EMAIL:HKORINKO@JRI.ORG • A site-specific plan for fall prevention and protection is required attic or crawlspace access is allowed if work to be performed What is the specific plan to provide and replenish sufficient water for prior to starting work and must remain onsite at all times until could cause exposure to personnel, client or public. all employees on site? work is complete;a fall rescue plan must be outlined and • If offsite replenish is necessary,where will you go to replenish discussed among the crew prior to work start. • If yes, list specific tasks and protection in place: water(location/address): sysrEM: SYSTEM SIZE(DC):21 X 350=7350 kW • First-person-Up(FPU)must install their anchor and connect SYSTEM SIZE(NEC):5.000 kW @ 240V before any other task, including installing other anchors.The • Who will replenish the drinking water(name): MODULES:21 X LONGI SOLAR: LPD mustonly Last-Person-Down (LPD) be the on y person on a roof OPTIMIZERS:21 X SOLAREDGE S440 uninstalling fall protection. INVERTER:SOLAREDGE SE5000H-USRGM • FPCP(name and title): Restroom facilities [SI1] • Employees shall have access to restroom facilities with • FPU and LPD(name and title): hand-washing stations. Use of onsite restroom is at the client's discretion(location is annotated below). If client does not give Electrical Safety permission, location of suitable restroom facilities with • The Electrical Qualified Person(EQP)is required onsite to hand-washing stations offsite will be provided.The onsite perform electrical work. supervisor will identify location and make arrangements to • All electrical work will be performed with equipment in an ensure all employees have access at any point. electrically safe condition(de-energized)unless approval has • Restroom facilities will be(circle one):Onsite-Offsite REVISIONS been granted prior to work. Weather and Environment • If Offsite,add location name and address: No. REVISED BY DATE • Service drops and overhead electrical hazards will be indentified • The site supervisor shall forecast the weather conditions at the _ _ _ and protected from contact,as neccessary. job site,prior to crew arrival, in order to mitigate any hazards Incident Reporting Procedure - - - • EQP(name and tile): associated with inclement weather(heat,cold,wind, rain,etc.) • Contact your Site Supervisor • The site supervisor will utilized a portable wind meter Name: , `Ei ' Ut a nil Public Protection (anemometer)to verify actual onsite wind conditions, by checking F o R F E R • The safety of the Client and Public must be maintained at all at the ground and on any elevated work surface(ex, rooftop) Phone: FREEDOM FOREVER LLC times. prior to work start,at midday and prior to solar panel staging on a 135 ROBERT TREAT PAINE DR.,TAUTON,MA • The Client and the Public shall be prevented from enteringthe roof. • Contactyour Manager oz78o 9 Tel:(800)385-1075 work zone through the use of barriers and/or signage,as • Elevated work involving the moving or maneuvering of solar Name: ii:::::ALB1(1G/HT required. panels shall cease at 25mph(sustained wind)until wind �• Company,Client and Public property shall be protected from subsides. Phone: � . falling objects. • Forecasted weather maximum temp(degrees f): • Pets(including dogs)shall be secured by their owners prior to • Contact your Site Supervisor CONTRACTOR LICENSE: work start. Name: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE • The Client should not leave pets,family members,or others in 902-EL-A7;CONSTRUCTION SUPERVISOR charge or care of Employees,Contractors,or Temporary Phone: LICENSE CS-111662,MASTER ELECTRICIAN 1136 MR Workers. With:Your full name, phone number,office location, brief description SAFETY PLAN of what happen and when. JOB NO: DATE: DESIGNED BY: SHEET: 270105 10/19/2022 A.A. PV-10 1 1L.„)'. € f-'1!" ;,iL._i, l = " LR4-�O H P B � � ,'"7.71 - �✓ i ,r �M1 1 I tri 1"7- C Y ...,.` .,^^Tsj,_..:,�,. i } S---Ott-..) -`4J 4 �iJ� 1 c,.0 ) ':TI I }' .�._.......�.. V / V ir`.46; .-1ro- ,IriNA4,T (.:1 . I11 S Z • ld{`1Tit 'T -7 ( '.i - - -- - - _ - Cell Orientation:120(6x20) Operational Temperature:-40C`+8SC I om�r J :11 fly,. f ��W� Ir ,E iI Junction Box:!PCP.three diodes Power Output Tolerance:0`+5 VJ i ( I I - tr Output Cable 4rnrn',300mm in length, Voc and lsc Tolerance:±3% y___ 11 IIiII ) IL i 4 4 41 � p length can be customized Maximum System Voltage:DC1000V(CC/UL) _ �IIBYl s Glass:Single glass Maximum Series FuseRahng:20A t /�[fpm,] '[�Jy�. I ::.( ,.. _.rt1„.- I L Yx 1 '"'-� � - i-i i i. �t �® � I 3.2mrrw,edtemperidgass NommalOperutngCeliTemperature:45±2[ ��-' - A A 7 y Safety Class:Classll �� Weight god d-um num alloy frame Fire Rating:tiLtype i or 2 fa.. Ill i F6M, Till � �� � II Un1 mm,t Al I I ` ( ,---/- : Ito me Dimension:1755x1038x35mm I1 =m Packaging:3opcs per palet I ® IIMISHUMBINIIIIMISUI LI� i r�." ,- 1&;pcsper 20GP ` �... 7SOpcs per 40'11C. ;.1 0tiir r4r)m-st( ,,,,n,,,,,, >1c4 ,. ,,,-fie ". - _ _.:...... _. . .._.. Model Number LR4-60HP8-345M 114-60HPB-350M LR4-60HPB-355M L84-60HPB-360M LR4.60HPB-36SM Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power(Pmax/W) 345 255.6 350 259.3 355 263.0 360 266.7 365 • 270.4 'IV t/x1, r t(-Y:+.:1.4 (a1 ty,k>{a+rw -f ra J±a(;.:_t.-u�„r� Open Circuit Voltage(Voc /V)g ( /V) 40 2 37.5 40.4 37.7 40.6 37.9 40.8 38.1 41.0 38.3 i-a iloisl` r1tF.l]s;1S(pr fai ...if, .,i�I:1=1 likil (ilSilll` c ,,0 �550/O "4 f O � Short Circu t Current(Ise/A) 11.06 8.92 11 16 8.99 1125 9.06 11.33 9.13 11.41 9.20 i r :_, iii�r Voltage at S1 ximum Power(Vrnp/V) 34.2 31.6 34.4 31.8 34.6 32.0 34 8 32.1 35.0 32.3 . ---_� oyearPo.vcrA'�bon i t ;`,rran y Annual Current at Maximum Power(Imp/A) 10.09 8.09 10.18 8.16 10.27 8.23 10.35 8.30 10.43 8.36 ..__ .._.-. m LONGI So71r', ni Power Atte°nuabon 18.9 19.2 19.5 19.8 20.0 91.2% ` ��� s Line ar warra --., 0 55'% Module Efficiency(�U) 877°I Standar M�ehne �� "v - STC(Standard Testing Conditions):Irradiance 10001/m`,Cell Temperature 25 C,Spectra at AM1.5 Wet Warranty 5,84--c. NOCT(Nominal Operating CO Temperature):Irrad,ance S00W/mr,Ambient Temperature 20 C,Spectra at AM1.5,Wind at 1m/S 84.5% 80.7% .--- ] C irf;T rilillC� i Y:T Tq- •itt 'lytt-1 it't f,W ii,i,.}-T�ilir Temperature Coefficient of Isc 40.057%/C Front Side Maximum Static Loading 5400Pa 1 5 10 15 20 25 Temperature Coefficient of Voc -0.286%/C Rear Side Maximum Static Loading 2400Pa 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,UL61730 High module conversion efficiency(up to 20%) ISO 9001:2008.LSO Qualay Management System --- - -- s-1- 41101-. 15014x1:2004:ISO Environment Management system Slower power degradation enabled by Low LID Mono PERC technology:first year<2%, 1562941:Guldelme for module design quahtication and type approval 0.55%year 2-25 Current-Voltage Curve(LR4-60HPB-360M) Power-Voltage Curve(LR4-60HPB-360M) Current-Voltage Curve(1R4-60HPB-360M) OHSAS 18001:2307 Occupanorai Health and Safety Solid PID resistance ensured by solar cell process optimization and careful module BOM t74xi c�-.m-rs„ 12-:.808.8, 18-c selection K a a N,r la Ka 4 mwmr rx»m'M 1'N�m TW ��� to r,arr n u.tim �,,a 3 ' "' c us Reduced resistive loss with lower operating currentw e- d -w ie-crc%a-C F 2w - a �pvci'icaliar.>5ab ret to technical changes and tests.LONG,Soar ` ax, v 6 o-..aM,m.0 arvim* y� Higher energy yield with lower operating temperature - t o Lnf,vt,the ,1 t of mierp'tIai ion -0*1880,88_,c, erarmr �4.. a 1:i0 - u 4- .N Mnnvrn IS, - \ l Reduced hot spot risk with optimized electrical design and lower operating current z- int*,Ina:0.,r \11 - 111111111\ °o to m to 40 0 10 20 30 43 °a to m m 40 0011a90 11.11 Yotrage M uoiuge Si © a za,No.826 Century Aoenue,Pudong Shanghai,200120,China i, j 6-- P,00m 801,Tower 3,Lujiazui Financial Plaza,No.82G Century Avenue,Pudong Shanghai,200120,China L©RrLQ:t-,:[iTeom 801,Tower 3,Lu iazui Financial Pla Tel +80-21-50162606 road.moduleglongi-sllcon.com Facebock www.facebook.com/LONGI Solar Teel:+86-21-80162606 E-mall: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 have the sole right to make such Note:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification acccrd..ugly.LONGI have the sole r ght 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 modification at anytime without further notice;Demanding party shall request for the latest datasheet for such as contract need,and make it a conssting and binding part of lawful documentation duly s!gned by both parties. lawful documentation duly signed by both partes. 20200106-Draft 20200106 DNA I Power Optimizer -13 For North America Power Optimizer ® S440, S500 5440 . 5500 Unit For North America INPUT Rated Input DC Power- _ 440 500 W Absolute Maximum Input Voltage(Voc) 60 Vdc 5440 5500 MPP,Operating Range B-60 Vdc z Maximum Short Circu,t Current OK)of Connected PV Module 14.5 15 Adc 7.81 Maximum E"ioency 99.5 Weighted Efficiency 98.G % Overvoltage Category II f i't OUTPUT DURING OPERATION ,I 1 0Maximum Output Current 15 Adc �� "jrF ) Maximum Output Voltage 60 Vdc iL�/1'I,i ) OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) �`rSafety Output Voltage per Power Optimizer �_ 1+/-0.1 1 Vdc STANDARD COMPLIANCE '' Photovoltaic Rapid Shutdown System NEC 2014,2017&2020 EMC FCC Part 15 Class B.IEC6100C-6-2,IEC6"000-6-3 ��� 1111 �� Safety _ IEC62109-1(class II safety),UL1741 Material UL94 V-0,UV Resistant :. K i,11' :•! t RoHS Yes t 1 Fre SafetyVDE-AR-E 2100 712:2C13-05 it i 1 .I` INSTALLATION SPECIFICATIONS 1 , (,�� ��, Maximum Allowed System Voltage 1000_ Vdc ��7_',I I �. ��i,, Dimensions(WxLxhi) 129x153 x30/5.07x6.02x1.18 mm/in 1 1 Weight(nclad ng cables) 655/1 5 gr/Ib Input Connector M,C43' Input Wire hector 0'/032 m/ft i Output Connector M.C4 Output Wire Length (+)2.3,(-)0.10/(+)7.54,(-)0.32 m/ft Operating Temperature Range' -40 to+85 Protecfon Rating IP68/Type6B RelatIve Hurnidity 0-100 % (1)Rated powe urine module at STC will not exceed the power optimizer Rated Input DC Power.Modules with L.o la•5%power tolerance are allowed (2)Fo-other connector types please contact SolarEege (3)For ambient temperature above-70°C/-158°F power de-rating is applied.Peter to Powe-OpbmlzersTemperature De-Rating Technical Note`or more details PV System Design Using a SolarEdge Single Phase Three Phase for 208V Three Phase for Inverter HD-Wave grid 277/480V grid PV power optimization at the module level Minimum String Length (Power Opumlzers) S440,S500 8 14 tg Maximum String Length(Power Cphmlzers) 25 57* / Specifically designed to work with SolarEdge / Faster installations with simplified cable management vax,mUm Nominal Power per String sec(6000wm sE7600us sEu4oc u) 6e00 12750 W residential inverters and easy assembly using a single bolt Maximum Allowed Connected Power per String t-i One String 7200W - (Permitted only when tie difference in connected power between Refer to Footnote 5 15,000W strings is 1.000W or less) Two strings or more 7800W I Detects abnormal PV connector behavior, / Flexible system design for maximum space utilization Palates ngsotDi Brent engthsororenta ions v (4)A sting w th more than 30 optcx.cers does not meet NEC ramci shuttle n tequketents,safety voltage wit be above tte 30V-eg rement preventing potential safety issues* (5)If the inverters rated AC powers max mum nompower per string,then the reakmurn power pm string will be able to reach up to the inventers max!-rum input DC power Refer to hips//www solaredge can-/ sites/default/fl es/se-power-opt r.ze-single-trey des.gn-app)catse-rnote.pd` I Compatible with bifacial PV modules (b)It is not allowed iv mob scriesandPseriesPoweropumecrsinnewinslallatons / Module-level voltage shutdown for installer and r/ firefighter safety `. / Meets NEC requirements for arc fault protection(AFC') t\ a ----! )--3 — _— and Photovoltaic Rapid Shutdown System(PVRSS) PA \\ -,' __-_ �__ / Superior efficiency(99.5%) t 1 7,,?,— -.-÷,:::::17,,?,— -.-÷,:::::1_....r......_�..�� it) � rss ; ' _ - 11,1.•, - . - _ _,. * -x „s / Mitigates all types of module mismatch loss, .xt /-).:2f --7.0= from manufacturing tolerance to partial shading /i o ,�s) at, j Expected avallabi Cry in 2022 L a s. 's. ',, r. - solaredge.com solar ! ` , ti SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, COUS Rolls Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date.February 8,2022 DS OQ7018 NA.Subject to change without notice. Intertek • (j CID \� ANK ENElMILB RGY AT W0FRK r I � 05929-XL-INS � .: i k...yi A " I '! %1 I, E FEATURE TABLE , . 1 ITEM OTY DESCRIPTION !! A 6 U/L MNTG.EMBOSS t r i 8 3 %,1,1%,11 CONC.K.O. r- 1 C 1 %,1,1Y..1%,2 CONC.K.O. 1111;/ D 1 '/.SOLIDK.O. � - �� , J E 2 '/_,%.1,1%CONC.K.O. '' Catalog Number U5929-XL-INS Jaw Quantity 4 Terminal Marketing Product Description 4 Terminal Ring Type Small Bypass Type No Bypass Closing Plate Insulated Barrier Number of Meter Positions 1 Position '� UPC 784572629288 ` '`�" �' 1 1t Equipment Ground Ground Bar i p o� Len th(IN) 3,313 .TriS � Hub Opening Small Closing Plate �1 Width(IN) 8 11 1/2" o, �:-i 9 Line Side Wire Range 12- 1/0 AWG 42' 1,1 �' Height(IN) 11.5 j A e1 Load Side Wire Range 12-110 AWG i -•- ° >� Brand Name Milbank 1a _ Number Of Receptacles 0 °'° • 1 �E, Type Ring Type Meter Socket Application Meter Socket 6"OD.—ed 3 5/16'ID. L.. j Standard UL Listed;Type 3R Voltage Rating 600 Volts Alternating Current C D E Amperage Rating 100 Continuous Ampere ' Phase. 1 Phase r—� r 13 Frequency Rating 60 Hertz 15/8' 11010 _ (176 ` MILBANKa IIn t`„j} EE// ENERY AT WORKSize 3.313L x 8W x 11.5H _ 13/16 25/16„ ., ....___7..,,. 2 5/16" f Number Of Cutouts 0 All dimensions are+/_1/16". Drawing views are not to scale. version: P•eeng P7.Pt rgaCutout Size No Main Breaker D t' d pp I ry by Iy nd All t 11 - t h II d by r d Cable Entry Overhead or Underground ' es the rght to make changes In tesery or Pbl'gaf on. Terminal Single Mechanical Insulation Glass Polyester Mounting Surface Mount Enclosure G90 Galvanized Steel with Powder Coat Finish Please consult serving utility for their requirements prior to ordering or installing,as specifications and approvals vary by utility and may require local electrical inspector approval.All installations must be installed by a licensed electrician and must comply with all national and local codes,laws and regulations.Milbank reserves the right to make changes in specifications and features shown without notice or obligation. ' ,'r .: k y 4� ;� 'xt5r �� tpt ,ta ;�Ex„'yK}'t x�'+ <ti ':l :W:„-_4'.,:j;,-:.:,jr;,::r::--,i*,,-:::::::,-','.::::,"::: :::;-:: ''',--.N.441;-:,,..1,-ziF,,,,,i,::::.;,,,,_,,,,..i.4.:.,..;,..;,,,,,....,..,,.:::::::::,,,,,,::.:::,:"..,4,,,,,,„:.,,, .,,,,,,.:,,,".,.,,,, „,,,,,.,,,r3ii:..,., ,,,,,,,,,,,,.:„.„.,2,.,,...,.:3,:s,,,,,,i, , • ---vd- EcoFasten. t.,v 4 , RQCKIT � . �� For Installers. By Installers. CU _, DLING 7 "- --, The fast installing Rocklt Coupling -.ate ., � easily attaches to the module frame _ " x * a to bridge the gaps between modules. a. re;+ l ,� -- - SKIRT .... h .. . �.�. �.� R The sleek black as an alignment guideSkirt forinstalls the entirefirstand arrayacts. The SEas a skirt coupling devicCapdoe es anddouble an aestheticalduty ly- ... pleasingkirt finishingnd touch. --�.---- P00 < 11 fu 0 U ft!T Featuring integrated bonding pins, the Rocklt '� ! - . _ , :1 s,:: ,.,... * Mount connects to the Slide and can easily be �e, „______ .---tt,.:...„. .,..,..... ,._ . - - posltloned for fast installation. Features top- RaCKIT -7i:' ._-_, ----- down levels lCjM1. d COMPLETE RAIL-LESS RACKING SYSTEM - t The Rocklt system is the industry's premier rail-less '`�f f,i ,,,,,,,..,.!.,,:.,,..:,,,�� PV racking system for composition shingle, tile, and .' u . metal roofs. Designed in conjunction with the needs of Composition Shingle, installers, Rocklt quickly & easily installs with a single tool. »:: Tile,Metal ► Featuring an easy-to-position alignment slide and a top down leveling system, Rocklt is logistically intelligent with # no need to ship or transport long rails. Components are ��®� � L'2®OD bail-Less "t , available in a black finish that complements both commercial and residential applications. Conforms to UL 2703. ,;, T •' Structural-Attach ,, Direct-Attach • Patented watertight technology • Fully integrated bonding l ' • Top-down leveling system 0 C T S • North-South adjustability Available in three variations, the Rocklt �_. �.�, • Single tool install �l > Slide allows installation on composition . -11:-,-''' 25 YEAR WARRANTY shingle, tile, and metal roofs. R E �"I E �� U U I�T r STREAMLINED INSTALLATION WITH , L Attaches and fully bonds MLPE's(Module MINIMAL ROOF PENETRATIONS Level Power Electronics) to the module frame with a single bolt clip. � �j ECOFASTENSOLAR COM ^ structural ENGINEERS July 5,2022 EcoFasten Solar LLC 4141 W Van Buren St,Ste 2 Phoenix,AZ 85009 TEL:(877)859-3947 Attn.: Eco Fasten Solar LLC-Engineering Department Re:Report tt 2015-05884HG.07.01—EcoFasten-Rocklt System for Gable and Hip Roofs Subject: Engineering Certification for the State of Massachusetts PZSE, Inc.—Structural Engineers has provided engineering and span tables for the EcoFasten-Rocklt System,as presented in PZSE Report U 2015-05884HG.07.01, "Engineering Certification for the EcoFasten-Rocklt System for Gable and Hip Roofs". All information,data,and analysis therein are based on,and comply with,the following building codes and typical specifications: Building Codes: 1. ASCE/SEI 7-10&7-16 Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 2. 2012,2015,&2018 International Building Code 3. 2012,2015,&2018 International Residential Code 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 5. Aluminum Design Manual 2010&2018, by The Aluminum Association,Inc. 6. ANSI/AWC NDS-2015&2018, National Design Specification for Wood Construction,by the American Wood Council Design Criteria: Risk Category II Seismic Design Category=A-E Exposure Category=B, C& D Basic Wind Speed (ultimate)per ASCE 7-16=90 mph to 180 mph Ground Snow Load=0 to 60(psf) DIGITALLY SEALED This letter certifies that the loading criteria and design basis for the v-(N OFMgsSg EcoFasten-Rocklt System Span Tables are „ ! PAUL K. c�G in compliance with the above codes. ZACHER '.TRUCTURAL (71 If you have any questions on the above,do not hesitate to call. �o�``OisTE�``��, 'ss/ONAi..ENG Prepared by: PZSE,Inc.—Structural Engineers Roseville,CA 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 916.961.3960 916.961.3965 www.pzse.com