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B-19-100 - 0004 VICTORY ROAD - Building Permitr The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date Applied: -19 Official(Print Name) Signature a Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 4 Victory Road 42 77 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R1 Single Family Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP, 2.1 Owned of Record: Kenneth Boutwell Salem, MA 01970 Name(Print) City,State,ZIP 4 Victory Road 978-335-3419 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units Other Specify: Rooftop Solar Brief Description of Proposed Work-2: Installation of an interconnected rooftop PV system 23 (360w) panels 8.28 kw do SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ 4 645 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $10,839 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) $ Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $15,484 ❑Paid in Full ❑Outstanding Balance Due: V2,I M&i Le�D tb G? ,_�,�. SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-040622 8/1/2019 Stephen Kelly License Number Expiration Date Name of CSL Holder List CSL Type(see below) 200 Research Drive No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft. Wilmington, MA 01887 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978-793-7881 mapermits(cr_sunrun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 180120 Sunrun, Inc 10/13/2020 HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 200 Research Drive mapermits@sunrun.com No.and Street Email address Wilmington, MA 01887 978-793-7881 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDA IT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........91 No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Ownges or Authorized Agent, (Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hues an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass. og v/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" ` TM sun run January 23, 2019 Subject:Structural Certification for Proposed Residential Solar Installation. Job Number: 22211-004BOUT; Plan Set: Rev Al, Dated 1/23/2019 Client: Kenneth Boutwell JR Address:4 Victory Rd, Salem, MA, 01970 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x6 Rafter @ 16" OC. The roof is sloped at approximately 40 degrees and has a max rafter span of 15' 8" between supports. Design Criteria: • 2015 International Building Code w/780 CMR • Basic Wind Speed Vult= 127 mph (Vasd= 99 mph), Exposure B • Ground Snow Load =50 psf After review of the field observation report,the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. Both SNAPNRACK SERIES 100 UL; FLASHED L FOOT and FLUSH MOUNT STANDOFF PV racking systems have been evaluated for this roof using the loads listed above. Both systems have been approved for installation and verified to meet SnapNRackTM specifications,with penetrations as specified on the plan set. If you have any further questions on the above for mentioned, please do not hesitate to call. S 44 s9c Sincerely, c P Z s Sage Lopez, R E o_ civ_i Civil Engineer :`' No. dzo Sunrun, Inc i �} F�ISTea�° ; ►►/'t�� 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 TM Qn sunrun Structural Calculations for the Kenneth Boutwell JR Residence PV Installation Date: 1/23/2019 Job Address: 4 Victory Rd Salem, MA,01970 Job Number: 22211-004BOUT Scope of Work i These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads,Snow Load, Wind Loading, & Dead Loading 3 Roof(2) Dead Loading, Roof(1) Framing Check 4 Roof(1) Framing Check cont., Roof(2) Framing Check 5 Roof(2) Framing Check cont., Rafter Attachment Check,Seismic Check, &Scope of Work Engineering Calculations Summary Code: 2015 International Building Code w/780 CMR ASCE 7-10 Snow Load: S= 50 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V)= 127 mph Exp. = B PV Dead Load: DPV= 3.0 psf Sincerely, ��' '• 4 ss low Sage Lopez, P.E. _Z _ bP z Civil Engineer o civ_I w a_ No. a70 v, Sunrun, Inc A �. A STEREO�,fir t 133 Technology Dr.,Suite 100, Irvine,CA 92618 P 949.383.0993 Engineer:SVL TM Date: 1/23/2019 Job: 222R-004BOUT Qt7Q Address:4 Victory Rd Salem, MA,01970 2of5 Structrure Geometry: Mean Roof Height,6 = 22 ft Eave Height,he = 18 ft Buiding Length,L = 30 ft Building Width,B = 30 ft Module Area = 20 ft2 Roof Pitch,9 = 40 degrees Live Load: Roof Live Load,Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 50 psf Fig.7-1 Snow Importance Factor,I: = 1.00 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,C. = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.56 Figure 7-2c Flat Snow Load,Pt = 34.7 psf Equation 7.3-1 Sloped Roof Snow Loads,P: = 19.2 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,hd = 1.75 ft Figure 7-9 Roof slope for a rise of one,S 1.19 Unbalanced Width = 5.09 ft Fig 7-5 y = 21 pcf Equation 7.7-1 Unbalanced Snow Load = 52.08 psf Fig 7-5 Wind Load: Basic Wind Speed(3s-gust),V = 127.0 mph Figure 26.5-1A VASD = 99 mph Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor,Iw = 1.00 Table 1.5-2 Exposure Category = B Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Velocity Pressure,qh = 24.57 Equation 30.4-1 Edge Zone,a = 3.00 ft Figure 30.5-1 Uplift(0.6W) Zone 1(Dsfl Zone 2(Psfl Zone 3(Dsfl GCp = -0.95 -1.15 -1.15 Table 30.4-2 P30.4=.6 x qh x GCPzone = -14.00 -16.95 -16.95 Equation 30.4-1 Downward(0.6W) GCp = 0.85 0.85 0.85 Table 30.4-2 P30.4=.6 x qh x GCPzone = 12.53 12.53 12.53 Equation 30.4-1 Dead Load: Roof 1 Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 16"OC 2.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 11.0 psf Total Wall DL= 12.0 psf 133 Technology Dr.,Suite 100, Irvine,CA 92618 I P 949.383.0993 Engineer:SVL ts QQDate: 1/23/2019 Job:222R-00460UT Address:4 Victory Rd Salem, MA,01970 3 of 5 Roof(2): Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x10 Rafter @ 16"OC 3.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 12.0 psf Total Wall DL= 12.0 psf Roof(1)Framing Check: Roof Framing = 2x6 Rafter @ 16"OC Timber Species = Spruce-Pine-Fir#1/#2 Max Beam Span = 15.67 ft b = 1.5 in d = 5.50 in Moment of Inertia,Ix = 20.80 in Section Modulus,Sx = 7.56 in' Bending Stress,Fb = 875 psi Elastic Modulus,Emin = 510000 psi Sheer Stress,F� = 135 psi Co(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width,Wpv 2.75 ft PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,At = 11.0 ft2 PV Dead Point Load,PD=Ppv x At = 25 lb Roof Distributed Load,wDL = 8 plf Load Case: 0.6DL+0.6W (CD=1.61 Roof Zone = 1 Pup=Pnet x At+0.6 x PD x COS(B) = 139 lb Mb(wind_up) = 366lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2407 psi Mallowable=Sx x Fb'(wind) = 1517 lb-ft > 366 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnet x At+PD x COS(9) 163 lb Mb(wind_down) = 858lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2407 psi Mallowable=Sx X Fb'(wind) = 1517 lb-ft > 858 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1.6) Roof Snow Distributed Load,wSL = 46 plf Psnow=Ps x At = 162 Ib Mb(wind_snow) = 1182lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2407 psi Mallowable=Sx x Fb'(snow) = 1517 lb-ft > 1182 OK 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 r Engineer:SVL tM Date: 1/23/2019 Job:22211-004BOUT Address:4 Victory Rd coo Salem, MA,01970 4of5 Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 46 plf Psnow=Ps x At = 162 lb Mb(snow) = 948lb-ft Fb'(snow)=Fb XCo XCLS XCM XCt XCL XCF XCfu xCI xCr = 1730 psi Mallowable=Sx x Fb'(snow) = 1090 lb-ft > 948 OK Roof(2)Framing Check: Roof Framing = 2x10 Rafter @ 16"OC Timber Species = Spruce-Pine-Fir#1/#2 Max Beam Span = 12.00 ft b = 1.50 in d = 9.25 in Moment of Inertia,Ix = 98.93 in Section Modulus,Sx = 21.39 in Bending Stress,Fb = 875 psi Elastic Modulus,Ennin = 510000 psi Sheer Stress,N = 135 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.10 1.00 1.00 1.15 Roof(2)Framing Check Continued: � PV Tributary Width,Wpv = 2.75 ft PV Tributary Length,Lpv = 4.00 ft PV Tributary Area,At = 11.00 ft, PV Dead Point Load,PD=Ppv x At = 32 lb Roof Distributed Load,wDL = 12 plf Load Case: 0.6DL+0.6W (CD=1.6) Roof Zone = 1 Pup=Pnet x At+0.6 x PD x cos(6) = 117 lb Mb(wind up) = -294 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2037 psi Mallowable=Sx x Fb'(wind) = 3630 lb-ft > -294 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnet x At+PD x cos(9) = 138 lb Mb(wind down) = 774 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XG xCr = 2037 psi Mallowable=Sx x Fb'(wind) = 3630 lb-ft > 774 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1.61 Roof Snow Distributed Load,wSL = 46 plf Psnow=Ps x At = 375 lb Mb(wind_snow) = 1744lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF xCfu xCi xCr = 2037 psi Mallowable=Sx x Fb'(snow) = 3630 lb-ft > 1744 OK 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 r Engineer:SVL a13 Date: 1/23/2019Job:222R-004BOUT Address:4 Victory Rd Salem, MA,01970 5of5 Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 46 plf Psnow=Ps x At = 375 lb Mb(snow) = 1800lb-ft Fb'(snow)=Fb XCD XCLs XCM XCt XCL XCF XCfu XCl xCr = 1464 psi Mallowable=Sx x Fb'(snow) = 2609 lb-ft > 1800 OK Rafter Attachments:0.6D+0.6W(Zone 2) Pupm=At x Pnet = 232 lb Connector Uplift Capcity per SnapNRack Test Results = 340 lb > 232 OK 5/16"Lag Screw Withdrawl Value = 205 lb/in Table 12.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 820 lb > 232 OK Seismic Check: Existing Dead Load: Solar Dead Load: Aroofexisting = 900 ftZ Wpanel = 42 lb Wroofexisting = 7200lb NUmpanel = 23 Awallexisting = 2160 ftZ Wpanel_tot = 966 lb Wwallexisting = 25920lb Wbos = 225lb Wtotal = 33120lb Warray = 1191lb %increase=(Wtotal+Warray)/Wtotal = 34311 *100%-100% = 3.60% ** 33120 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr.,Suite 100,Irvine,CA 92618 I P 949.383.0993 l "SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE: 8280W DC, 760OW AC • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2015, MUNICIPAL CODE,AND SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (23)LG ELECTRONICS: LG360Q1C-A5 ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE RAIL • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PV-2.0 SITE PLAN (1)SOLAREDGE TECHNOLOGIES: SE760OH-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. PV-3.0 LAYOUT REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. GROUNDED IN THE INVERTER. PV-4.0 ELECTRICAL SEE PEN D03.; FLUSH MOUNT STANDOFF. SEE PEN D04. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. PV-5.0 SIGNAGE • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. F SUB-PANEL STANDOFFS& • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FOOTINGS • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II CHIMNEY MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL Q ATTIC VENT CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). SM SUNRUN METER • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. 0 FLUSH ATTIC VENT • 10.79 AMPS MODULE SHORT CIRCUIT CURRENT. • 16.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. FS] DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT AC AC DISCONNECT(S) SATELLITE DISH bC DC DISCONNECT(S) 7A FIRE SETBACKS 17-7-1 B COMBINER 0 BOX f HARDSCAPE r— -I INTERIOR EQUIPMENT —PL— PROPERTY LINE L a SHOWN AS DASHED SCALE: NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT #180120 (E) EXISTING 200 RESEARCH DR,WILMINGTON,MA01887 EXT EXTERIOR PHONE a, 528 9 01 � FRM FRAMING FAX 805 Salem Wil INT INTERIOR CUSTOMER RESIDENCE: LBW LOAD BEARING WALL o MAG MAGNETIC KENNETH BOUTWELL JR . 4 VICTORY RD, SALEM, MA, MSP MAIN SERVICE PANEL 01970 (N) NEW - NTS NOT TO SCALE TEL.(978)335-3419 �dy OC ON CENTER APN#:SALE-000042 000000-000077 PRE-FAB PRE-FABRICATED PROJECT NUMBER: PSF POUNDS PER SQUARE FOOT y4 222R-00460UT 4 Victory PV PHOTOVOLTAIC TL TRANSFORMERLESS DESIGNER: (303)942-2535 k, Webb . TYP TYPICAL V VOLTS DAN PRESSMAN W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET Sa i�n Witch Museum - REV:Al 1/23/2019 c� Salem Maritime National Historic Site PAGE PV_1 ,0 ARRAY TRUE MAG PV AREA SITE PLAN DETAIL-SCALE= 19/256"= 1'-0" PITCH AZIM AZIM (SQFT) AR-01 400 3270 3410 260.3 ® AR-02 50 1470 1610 167.3 v d' 8 a. �y RO v A` •a ad. c.. a a (E) RESIDENCE n a n c 44 o ' (E)DETACHED BUILDING A� A� AC HI& F NV ISIO SE 0 •o A` (N)ARRAY AR-01 sunrun A� (N)ARRAY AR-02 #180120 200 RESEARCH DR,WILMINGTON,MA 01887 PHONE 888.657.6527 FAX 805.528.9701 CUSTOMER RESIDENCE: KENNETH BOUTWELL JR 4 VICTORY RD, SALEM, MA, 01970 0- TEL.(978)335-3419 APN#:SALE-000042-000000-000077 A� PROJECT NUMBER: 222R-004BOUT (E) POOL 0- (303)942-2535 DESIGNER: DAN PRESSMAN SHEET e� SITE PLAN REV:Al 1/23/2019 PAGE PV-Z-O J ROOF FRAME FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA PE MOUNTING DETAIL ROOF HEIGHT FRAME TYPE SPACING ZONE SPACING OVERHANG ROOF TYPE SPAN R SIZE EXPOSURE MATERIAL SI MODULES: •AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY VAULTED WOOD RAFTER 2 X 6 15-8" 16 3' 4'-0 1 -4" LG ELECTRONICS: LG360QlC-A5 AR-02 FLAT, MEMBRANE FLUSH MOUNT STANDOFF. SEE PEN D04. 2 STORY VAULTED WOOD RAFTER 2 X 10 12'-5" 16" 3' 4'-0" 1'-4" MODULE DIMS: 66.93"x 40"x 1.57"(40mm) MODULE CLAMPS: D1 -AR-01 -SCALE: 3/16"= l'-0" Portrait: 7.9"- 15.7" PITCH:40 23-7 3 ' " — ' 6- "-k ° 3'-6"— I Landscape: 0 -4.7 AZIM: 327° I MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD:40 PSF WIND SPEED: B— e— 128 MPH 3-SEC GUST. LAG SCREWS: 5/16"x3.5": 2.5"MIN EMBEDMENT NOTE: — O— O— INSTALLERS TO VERIFY RAFTER 1 l'-2" SIZE, SPACING AND SLOPED —4'TYP::t —8 SPANS,AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE PROCEEDING. $— 9— PENETRATION SPACING: FULLY STAGGERED 4'-10" D2-AR-02-SCALE: 3116"= 1'-0" PITCH: 5° sunrun AZIM: 147° � F 16-10" —9' - #180120 200 RESEARCH DR,WILMINGTON,MA 01887 FAX 8 5528 9701 CUSTOME R RESIDENCE: KENNETH BOUTWELL JR �_ 4 VICTORY RD, SALEM, MA, 01970 _ TEL.(978)335-3419 APN#:SALE-000042-000000-000077 O PROJECT NUMBER: — � , ,,�!l�� 222R-00460UT MASS1 I DESIGNER: (303) 942_253 5 rr' DAN PRESSMAN -x-3'-4"— 9' - L P Z m SHEET GIVi v NO. 470 C LAYOUT j GIST ER REV:Al 1/23/2019 A � ►�;�, PAGE PV-3.0 T 120/240 VAC SINGLE PHASE SERVICE METER#: ONATIONAL GRID 67536859 UTILITY GRID SUPPLY SIDE TAP 4 .. 1 EXISTING 200A (N)LOCKABLE (N)MA SMART SOLAREDGE TECHNOLOGIES: CMAIN BREAKER BLADE TYPE (N)LOCKABLE UTILITY SE760OH-US WITH REVENUE t FUSED BLADE TYPE REVENUE GRADE METERING I AC DISCONNECT AC DISCONNECT METER .7600 WATT INVERTER JUNCTION N BOX PV MODULES 2 ENT 1 LG ELECTRONICS: LG360QlC-A5 EXISTING 3 3 3 _ /f (23)MODULES 200A o��. o��, O f OPTIMIZERS WIRED IN: MAIN --- (1)SERIES OF(14)OPTIMIZERS AND FACILITY PANEL (1)SERIES OF (9)OPTIMIZERS LOADS - GROUND 40A FUSES SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT SQUARE D DU222RB 125A CONTINUOUS WITH AFCI, RAPID SHUTDOWN D222NRB 3R,60A,2P FORM 2S COMPLIANT SOLAREDGE POWER OPTIMIZER 3R, 60A 120/240VAC P370 120/240VAC NOTES TO INSTALLER: 1. 14 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. CONDUIT SCHEDULE sunrun # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 t #180120 3 3/4" EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHNfrHWN-2 200 RESEARCH DR,WILMINGTON,MA 01887 PHONE 888.657.6527 FAX 805.528.9701 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE: 1 KENNETH BOUTWELL JR 4 VICTORY RD, SALEM, MA, 01970 TEL.(978)335-3419 P320 OPTIMIZER CHARACTERISTICS: APN#:SALE-000042-000000-000077 MODULE CHARACTERISTICS MIN INPUT VOLTAGE: 8 VDC PROJECT NUMBER: LG ELECTRONICS: LG360Q1 C-A5: 360 W MAX INPUT VOLTAGE: 48 VDC ! 222R-004BOUT OPEN CIRCUIT VOLTAGE: 42.7 V MAX INPUT ISC: 11 ADC MAX POWER VOLTAGE: 36.5 V MAX OUTPUT CURRENT: 15 ADC I DESIGNER: (303)942-2535 SHORT CIRCUIT CURRENT: 10.79 A j DAN PRESSMAN SYSTEM CHARACTERISTICS-INVERTER 1 SHEET SYSTEM SIZE: 8280 W ELECTRICAL SYSTEM OPEN CIRCUIT VOLTAGE: 14 V SYSTEM OPERATING VOLTAGE: 400 V MAX ALLOWABLE DC VOLTAGE: 480 V REV:Al 1/23/2019 SYSTEM OPERATING CURRENT: 20.7 A SYSTEM SHORT CIRCUIT CURRENT: 30 A PAGE LpvL-4.0 ®,t1DAN `,GG 0 1WA�R�NIIING ER •- - ' � r � - � • - ,. SYSTEM PHOTOVOLTAIC M H E ® , • •' � � COMBINER PANEL ® ® • ® z a4* �� LABEL LOCATION: ELECTRICAL SHOCK HAZARD DO NOT ADD LOADS LABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF DO NOT TOUCH TERMINALS. INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,AT EACH TURN,ABOVE AND INTERCONNECTION. LABEL LOCATION: BELOW PENETRATIONS,ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S):CEC 2016:690.54,NEC 2017:690.54,NEC PHOTOVOLTAIC AC COMBINER(IF TERMINALS ON BOTH THE LINE PER CODE(S):CEC 2016:690.31(G)(3),690.31(G)(4),NEC 2017:690.31(G)(3), 2014:690.54,NEC 2011:690.54 APPLICABLE). AND LOAD SIDES MAY BE 690.31(G)(4),NEC 2014:690.31(13)(3),690.31(G)(4),NEC 2011:690.31(E)(3), PER CODE(S):CEC 2016: 690.31(E)(4),IFC 2012:605.11.1.4 705.12(131)(2)(3)(c),NEC 2014: ENERGIZED IN THE OPEN 705.12(13)(2)(3)(C),NEC 2011:705.12(D)(4) POSITION NOTES AND SPECIFICATIONS: " •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE LABEL LOCATION: 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL ® ' ® Is IF REQUESTED BY THE LOCAL AHJ. (IF APPLICABLE). •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE PER CODE(S):NEC 2017:692.17 ; ,WORDS,COLORS AND SYMBOLS •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING 1 'i METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR &W-ViAPRN 1I IN G MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL All POWER SOURCE OUTPUT `m BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT CONNECTION INVOLVED. I LABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY PER CO DO NOT RELOCATE THIS D MORE THAN 1 M(3 FT)FROM THE SWITCH. PER CODE(S):NEC 2017:690.56(C)(3) SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. OVERCURRENT DEVICE •DO NOT COVER EXISTING MANUFACTURER LABELS. LABEL LOCATION: ADJACENT TO PV BREAKER(IF APPLICABLE). PER CODE(S):NEC 2017:705.12(B)(2)(3)(b) INVERTER 1 77 M \WAIRIN iI IN G DUAL POWER SUPPLYnn SOLARPV SYSTEM EQUIPPED 20.7 SOURCES: UTILITY GRID a sunrun -,^ k - 480 • AND PV SOLAR ELECTRIC WITH RA' Pl)' ' SHUTDOWN '� ' • rr 30 ,• SYSTEM LABEL LOCATION: LABEL LOCATION: INVERTER(S),DC DISCONNECT(S). UTILITY SERVICE METER AND MAIN PER CODE(S):CEC 2016:690.53,NEC 2017:690.53,NEC SERVICE PANEL. y 2014:690.53,NEC 2011:690.53 #180120 I+ PER CODE(S):CEC 2016:705.12(D)(3), TURN RAPID I NEC 2017:705.12(B)(3),NEC 2014: 200 RESEARCH DR,WILMINGTON.MA 01887 705.12(D)(3),NEC 2011:705.12(D)(4) SHUTDOWN SWITCH TO PHONE 8.9.67. 6527 FAX NE 88 701 ___ SOLAR"ELECTRIC "OFF" PV PANELS CUSTOMER RESIDENCE: ! / l ARN'IN G THE OFF POSITION TO KENNETH BOUTWELL JR 4 VICTORY RD, SALEM, MA, THIS EQUIPMENT FED BY SHUT DOWN PV 01970 MULTIPLE SOURCES. TOTAL SYSTEM AND REDUCE TEL. (978)335-3419 RATING OF ALL SHOCK HAZARD IN THE I APN#:SALE-000042-000000-000077 OVERCURRENT DEVICES PROJECT NUMBER: EXCLUDING MAIN SUPPLY ARRAY. 222R-004BOUT OVERCURRENT DEVICE SHALL 1 DESIGNER: (303)942-2535 NOT EXCEED AMPACITY OF DAN PRESSMAN BUSBAR. SHEET LABEL LOCATION: LABEL LOCATION: ( S I G NAG E UTILITY SERVICE METER AND MAIN SERVICE PANEL. ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S):CEC 2016:705.12(D)(2)(3)(c),NEC 2017: DISCONNECTING MEANS TO WHICH THE PV SYSTEMS 1/23/2019 705.12(D)(2)(3)(C),NEC 2014:705.12(D)(2)(3)(c),NEC ARE CONNECTED. REV:Al 2011:705.12(D)(4) PER CODE(S):NEC 2017:690.56(C)(1)(a) PAGE PV_5.0