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Home My WebLink AboutIN-156701-Permitting Plan Set-Rev01_02162021CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 COVER PAGE 156701 : 33.75 kWp J.P. MORGAN CHASE 13085 Pettigru Drive CARMEL, IN 46032-4436 ASSESSOR'S #: 29-09-29-020-001.002-018 AUTHORITIES HAVING JURISDICTION BUILDING: CITY OF CARMEL ZONING: CITY OF CARMEL UTILITY: DUKE ENERGY/1326 DESIGN SPECIFICATIONS OCCUPANCY: B CONSTRUCTION: COMMERCIAL / INDUSTRIAL GROUND SNOW LOAD: 20 PSF WIND SPEED: 106 MPH DESIGN SPECIFICATIONS RISK CATEGORY: II SITE CLASS: D (DEFAULT) SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC DESIGN CATEGORY: B SS: 0.168 S1: 0.082 SDS: 0.18 SD1: 0.131 ANALYSIS PROCEDURE: NONSTRUCTURAL COMPONENTS DESIGN CODES & STANDARDS BUILDING: 2018 INTERNATIONAL BUILDING CODE (SEE NOTE 1) ELECTRICAL: 2008 NEC FIRE: 2018 INTERNATIONAL FIRE CODE (SEE NOTE 2) PROJECT INFORMATION IN-156701-G10 KPI KPI AT AT NRS NRS DRAWING INDEX DRAWING NUMBER SHEET TITLE G10 COVER PAGE G20 SITE PLAN E10 ELECTRICAL ROOF PLAN E20 THREE LINE DIAGRAM & BILL OF MATERIALS E21 ONE LINE DIAGRAM E30 PLACARDS REQUIRED STANDARD DRAWING INDEX DRAWING NUMBER SHEET TITLE SG10 COVER PAGE SG20 GENERAL NOTES SG21 GENERAL NOTES SS10 FLAT ROOF CONNECTION DETAILS SE10 ELECTRICAL DETAILS SE11 ELECTRICAL DETAILS NEC 2008 SE20 METERING AND SURGE PROTECTION DETAILS 3-PHASE SR10 THREE PHASE SYSTEM CUTSHEETS SR25 ELECTRICAL DATA CUTSHEETS SR26 ELECTRICAL DATA CUTSHEETS SR30 STRUCTURAL COMPONENT CUTSHEETS 01 AERIAL PHOTO NOT TO SCALE 02 VICINITY MAP NOT TO SCALE INDIANA CLB CAMERON L. BRYANT 10505919 CLB 25/JUN/20 NOTE 1 : INTERNATIONAL BUILDING CODE 2018 REFERENCES THE MOST CURRENT DESIGN PRACTICES RELATED TO STRUCTURAL ANALYSIS AND DESIGN OF ROOFTOP SOLAR MODULE SYSTEMS. ANALYSIS AND DESIGN OF ROOFTOP SOLAR MODULE SYSTEMS WAS PERFORMED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2018 AND MEETS 2014 INDIANA BUILDING CODE REQUIREMENTS. NOTE 2 : INTERNATIONAL FIRE CODE 2018 REFERENCES THE MOST CURRENT DESIGN PRACTICES RELATED TO DESIGN OF ROOFTOP SOLAR MODULE SYSTEMS. ANALYSIS AND DESIGN OF ROOFTOP SOLAR MODULE SYSTEMS WAS PERFORMED IN ACCORDANCE WITH INTERNATIONAL FIRE CODE 2018 AND MEETS 2014 INDIANA FIRE CODE REQUIREMENTS. KPI AT NRS CLB CLB 11-Feb-2021 04/20/21 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R IN-156701-G20 J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 SITE PLAN LEGEND: FLAT ROOF CLEARANCE AREA PITCHED ROOF CLEARANCE AREA (E) EXISTING (E) PROPERTY LINE NOTES: 1. CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND ROOF SLOPES AND COORDINATE WITH ALL REFERENCE DRAWINGS AS REQUIRED. IF THE CONTRACTOR ENCOUNTERS CONDITIONS OTHER THAN WHAT IS SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION. 2. SEE SHEET SG20 AND SG21 FOR GENERAL NOTES, LEGEND AND SYMBOLS. 4. OBSTRUCTIONS IN CLEARANCE AREA PATHWAYS SHALL BE KEPT TO A MINIMUM. 5. SOLAR ASSEMBLY DOES NOT INCREASE EXISTING BUILDING HEIGHT FOR PITCHED ROOFS. FOR FLAT ROOFS, SOLAR ASSEMBLY EXTENDS 11 3/8" MAXIMUM ABOVE ROOF SURFACE WITH UNIRAC RMDT RACKING AND EXTENDS 1'-1 7/8" MAXIMUM ABOVE ROOF SURFACE WITH IRONRIDGE BX RACKING. ROOF DESIGN CLEARANCE TABLE (SEE LEGEND FOR APPLICABLE HATCH) ITEM MINIMUM CLEARANCE DIMENSIONS FLAT ROOF 4'-0" PITCHED ROOF: ALONG RIDGE 6'-0" (3'-0" MINIMUM EACH SIDE) PITCHED ROOF: ALONG HIPS/VALLEY 3'-0" (18" MINIMUM EACH SIDE) PITCHED ROOF: ALONG EAVE/FREE EDGE 0'-10" PITCHED ROOF: OTHER CLEARANCE ON ROOF PLANE 3'-0" ROOF CONNECTION DETAIL TABLE DRAWING DETAIL ROOF SLOPE FRAMING TYPE ROOF TYPE CONNECTION LOCATION NOTES SS10 1 FLAT ROOF DECK VARIES SEE SITE PLAN SEE RACKING SITE SPECIFIC DRAWING PACKAGE IF APPLICABLE. SS10 2 FLAT ROOF DECK LOOSE GRAVEL SS21 1 PITCHED WOOD MEMBERS ASPHALT SHINGLE SEE DRAWING SS20 SS21 2 PITCHED ROOF DECK SINGLE-PLY MEMBRANE SEE DRAWING SS20 SS21 3 PITCHED NA METAL STANDING SEAM SEE DRAWING SS20 SS21 4 PITCHED WOOD MEMBERS CORRUGATED METAL SEE DRAWING SS20 SS21 5 PITCHED STEEL MEMBERS ASPHALT SHINGLE SEE DRAWING SS20 SS22 1 PITCHED WOOD MEMBERS TILE SEE DRAWING SS20 SS22 2 PITCHED WOOD MEMBERS TILE SEE DRAWING SS20 SS22 3 PITCHED WOOD MEMBERS TILE SEE DRAWING SS20 SS22 4 PITCHED WOOD MEMBERS TILE SEE DRAWING SS20 SS22 5 PITCHED WOOD MEMBERS TILE SEE DRAWING SS20 NOTES: 1. ROOFS WITH SLOPE LESS THAN 7 DEGREES ARE CONSIDERED "FLAT". ROOFS WITH SLOPE GREATER THAN 7 DEGREES ARE CONSIDERED "PITCHED". REFER TO SITE SPECIFIC DWG E10 FOR ROOF SLOPE. 2. FRAMING TYPE AND ROOF TYPE SHALL BE VERIFIED ON SITE PRIOR TO INSTALLATION. 3. EVEREST RACKING RAIL MAXIMUM ALLOWABLE SPAN SHALL BE 4'-0" UNLESS NOTED OTHERWISE. 01 SITE PLAN NOT TO SCALE PARCEL DATA FROM LANDGRID.COM KPI KPI AT AT NRS NRS INDIANA CLB CAMERON L. BRYANT 10505919 CLB 25/JUN/20 ROOF MEMBRANE: BLACK RUBBER (EPDM) ROOF DECK: METAL DECK CONNECTION DETAIL: NONE. SEE DWG SS10 FOR BALLAST CRITERIA. RACKING TYPE: UNIRAC RMDT 17'-8" KPI ATNRS CLB CLB THE PROVISIONS OF THE INTERNATIONAL FIRE CODE 2018, SEC. 1204.2.1 PERTAINING TO GROUP R-3 BUILDINGS (ONE OR TWO FAMILY DWELLINGS) SPECIFIES SETBACKS AND PATHWAYS FOR PITCHED ROOFS. EXCEPTION TO SEC. 1204.3 STATES THAT IF THE FIRE CODE OFFICIAL DETERMINES THAT THE ROOF CONFIGURATION FOR A BUILDING OTHER THAN GROUP R-3 IS SIMILAR TO THAT OF A GROUP R-3 OCCUPANCY, THE RESIDENTIAL ACCESS REQUIREMENTS IN SEC. 1204.2.1 ARE A SUITABLE ALTERNATIVE. THEREFORE, CONSIDERING FIREFIGHTING OPERATIONS, BUILDINGS WITH A PITCHED ROOF HAVE BEEN CONSIDERED SIMILAR TO THAT OF A GROUP R-3 BUILDING AND THE PROVISIONS OF SEC. 1204.2.1 WERE USED. 11-Feb-2021 04/20/21 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R IN-156701-E10 J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 ELECTRICAL ROOF PLAN LEGEND: FLAT ROOF CLEARANCE AREA PITCHED ROOF CLEARANCE AREA (E) EXISTING NOTES: 1. CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND ROOF SLOPES AND COORDINATE WITH ALL REFERENCE DRAWINGS AS REQUIRED. IF THE CONTRACTOR ENCOUNTERS CONDITIONS OTHER THAN WHAT IS SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION. 2. SEE SHEET SG20 AND SG21 FOR GENERAL NOTES, LEGEND AND SYMBOLS. 3. SEE SHEETS SE10 AND SE11 FOR ELECTRICAL DETAILS. 4. FOR THREE PHASE SYSTEMS, MODULES OF SIMILAR ORIENTATION SHALL BE PAIRED WITH ONE OPTIMIZER WHERE POSSIBLE. 5. OBSTRUCTIONS IN CLEARANCE AREA PATHWAYS SHALL BE KEPT TO A MINIMUM. WHERE CONDUIT INTERSECTS CLEARANCE AREA PATHWAYS, CONDUIT SHALL BE PLACED TRANSVERSE TO CLEARANCE AREA PATHWAYS. 6. SUBCONTRACTOR SHALL MAINTAIN MINIMUM 3' RADIAL CLEARANCE FROM GAS RISER METER. ROOF DESIGN CLEARANCE TABLE (SEE LEGEND FOR APPLICABLE HATCH) ITEM MINIMUM CLEARANCE DIMENSIONS FLAT ROOF 4'-0" PITCHED ROOF: ALONG RIDGE 6'-0" (3'-0" MINIMUM EACH SIDE) PITCHED ROOF: ALONG HIPS/VALLEY 3'-0" (18" MINIMUM EACH SIDE) PITCHED ROOF: ALONG EAVE/FREE EDGE 0'-10" PITCHED ROOF: OTHER CLEARANCE ON ROOF PLANE 3'-0" 01 ELECTRICAL ROOF PLAN NOT TO SCALE NRS NRS APN APN NRS NRS JDL JASON D. LEIMBACK 11100106 INDIANA JDL 25/JUN/20 INV1 PNL2 SW2 T UDSM (N) INVERTER (N) METERING AND SURGE PROTECTION CABINET (N) INVERTER FUSED DISCONNECT SWITCH (N) TRANSFORMER (N) GENERATOR DISCONNECT SWITCH (E) UTILITY METER 1-1 1-1 1-2 1-2 1-3 1-3 ELECTRICAL ROOM WITH ELECTRICAL SERVICE PANEL ARRAY 2 - 32.25 kW [x43] (N) MODULES EAST AZIMUTH: 90 DEGREES [x43] (N) MODULES WEST AZIMUTH: 270 DEGREES ROOF PITCH: 0:12 ARRAY 1 - 1.50 kW [x2] (N) MODULES EAST AZIMUTH: 90 DEGREES [x2] (N) MODULES WEST AZIMUTH: 270 DEGREES ROOF PITCH: 0:12 NRS APN NRS JDL JDL (E) GAS RISER METER NOTE 6 G (N) METERING AND SURGE PROTECTION CABINET (N) TRANSFORMER (N) INVERTER FUSED DISCONNECT SWITCH (N) INVERTER 02 ELEVATION 1 NOT TO SCALE (N) GENERATOR DISCONNECT SWITCH 03 ELEVATION 2 NOT TO SCALE 11-FEB-2021 04/20/21 L1L2L3G G N 02 (N) MODULESPM IN STRING IN STRING IN STRING OPT (N) DC OPTIMIZERS INV1 (N) INVERTER (N) AC SURGE PROTECTOR NOTE 2SP1 01 01 01 G (N) ( KVA) 480/277V - 208V TRANSFORMER TR1 45 NAWG GEC TIED TO BLDG/SITE GROUNDING ELECTRODE SYSTEM 6 04 30 30 30 G (N) GENERATOR DISCONNECT SWITCH NOTE 5 & 7 SW1 F1 RGM (N) OWNER REVENUE GRADE METER NOTES 2, 4 & 6 (10 FEET OR LESS) OUTSIDE INSIDE 05 G SW2 F2 03 N (N) INVERTER FUSED DISCONNECT SWITCH G N (E) LOADS (E) ELECTRICAL SERVICE PANEL 208/120V, 3 PHASE, 4 WIRE MAIN BUS: 225A MAIN BREAKER: 225A (E) GROUNDING ELECTRODE L1 L2L3 L2 TO UTILITY GRID (E) BI-DIRECTIONAL UTILITY METER (E) MAIN AWG GEC TIED TO BLDG/SITE GROUNDING ELECTRODE SYSTEM 6 S/NLEGEND (N) -NEW EQUIPMENT (E) -EXISTING EQUIPMENT NOTES: 1. THIS CABLE SIZE AND INSTALLATION ALSO APPLIES TO THE CABLE INTERCONNECTING MODULES IN THE SAME STRING WHERE IT IS NOT PROTECTED UNDERNEATH THE PV ARRAY. THE CONDUIT SIZE IS CALCULATED BASED ON THE MAXIMUM SET OF STRINGS ROUTED TO A SINGLE INVERTER. 2. AC SURGE PROTECTOR (SP1) AND OWNER REVENUE GRADE METER (RGM) SHOWN ON THE THREE LINE DIAGRAM ARE INSTALLED IN PNL2. REFER TO SE20 FOR TYPICAL WIRING DIAGRAM DETAILS. 3. SUBCONTRACTOR SHALL REPLACE EXISTING LOAD SIDE METER LUGS WITH A DUAL LUGGED CONNECTOR TO ACCEPT WIRING. IF CORRECT CONNECTORS ARE NOT AVAILABLE, SUBCONTRACTOR SHALL REPLACE METER SOCKET OR PURCHASE AND INSTALL LOCKABLE NEMA 3R WIREWAY BELOW METER BASE AND INTERCONNECT USING POLARIS CONNECTORS OR ENGINEER APPROVED EQUIVALENT. PLEASE REFER TO DUKE ENERGY GOLD BOOK FIG 142A. 4. REFER TO ELECTRICAL DETAILS DRAWING SE10 FOR THE COMMUNICATION DETAIL. 5. NEW PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH TO BE LOCATED CLOSE TO EXISTING METER PER UTILITY REQUIREMENTS. 6. SUBCONTRACTOR SHALL USE LOCK PROVIDED BY DISTRIBUTOR TO LOCK THE METERING AND SURGE PROTECTION CABINET, INVERTER DISCONNECT SWITCH AND GENERATOR DISCONNECT SWITCH. NOTE 3 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R IN-156701-E20 J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 THREE LINE DIAGRAM AND BILL OF MATERIALS MODULE MAKE MISSION SOLAR MODEL MSE375SQ9S POWER OUTPUT 375 W SHORT CIRCUIT Isc 9.83 A OPEN CIRCUIT VOLTAGE Voc 48.16 V RATED CURRENT Imp 9.43 A RATED VOLTAGE Vmp 39.76 V TEMPERATURE COEFFICIENT OF Voc -0.28%/C TEMPERATURE COEFFICIENT OF Isc 0.046%/C OPTIMIZER MAKE SOLAR EDGE MODEL P850 RATED INPUT DC POWER 850 W MAXIMUM SYSTEM VOLTAGE 1000 V MAXIMUM OUTPUT CURRENT 18.0 A MAXIMUM OUTPUT VOLTAGE 85 V MAXIMUM INPUT VOLTAGE 120 V MAXIMUM SHORT CIRCUIT CURRENT 12.5 A MINIMUM MODULES IN SERIES 27 MAXIMUM MODULES IN SERIES 40 CONDITIONS OF USE CONDUCTOR EGC CONDUIT CIRCUIT INFORMATION CIRCUIT ID DESCRIPTION NUMBER OF TYPICAL CIRCUITS INSULATION TEMP. RATING RACEWAY LOCATION MODIFIED AMBIENT TEMPERATURE # CURRENT CARRYING CONDUCTORS CONDUIT FILL DERATE FACTOR TEMPERATURE DERATE FACTOR MINIMUM SPECIFICATION MINIMUM SPECIFICATION MIN SIZE # OF CONDUCTORS # OF EGC CONDUIT FILL % CONDUCTOR AMPACITY CONDUCTOR DERATED AMPACITY CONT. CURRENT MAXIMUM CURRENT OCPD ESTIMATED CIRCUIT LENGTH % VOLTAGE DROP % AVERAGE LOSSES 01 STRING TO INVERTER (NOTE 1) 3 90 °C > 3.5" & < 12" 49 °C 2 0.8 0.82 8 AWG, COPPER, PV WIRE 10 AWG, COPPER, RHW-2 1.25", EMT 6 1 33% 55 A 36 A 18.0A 22.5A 25 278 FT 0.69% 0.69% 02 33.3KW INVERTER TO INVERTER DS 1 90 °C UNDER ROOF 32 °C 3 1 0.96 8 AWG, COPPER, THWN-2 10 AWG, COPPER, THWN-2 0.75", EMT 4 1 31% 55 A 53 A 40.0A 50.0A 50 10 FT 0.11% 0.11% 03 INVERTER DS TO TRANSFORMER 1 90 °C UNDER ROOF 32 °C 3 1 0.96 8 AWG, COPPER, THWN-2 8 AWG, COPPER, THWN-2 0.75", EMT 4 1 34% 55 A 53 A 40.0A 50.0A 50 10 FT 0.11% 0.11% 04 TRANSFORMER TO UTILITY DS 1 90 °C UNDER ROOF 32 °C 3 1 0.96 1 AWG, COPPER, THWN-2 6 AWG, COPPER, THWN-2 1.5", EMT 3 1 26% 145 A 139 A 92.3A 115.4A 125 20 FT 0.25% 0.25% 05 UTILITY DS TO POI 1 90 °C UNDER ROOF 32 °C 3 1 0.96 1 AWG, COPPER, THWN-2 NA 1.5", RMC 4 0 30% 145 A 139 A 92.3A 115.4A 125 10 FT 0.12% 0.12% TOTAL 1.36% 1.36% SYSTEM INFORMATION DC WIRING LOSSES AT STC STRING INPUTS MODULES IN SERIES DC POWER (STC) TOTAL DC POWER (STC) INVERTER AC POWER ILR INVERTER OUTPUT CURRENT ESTIMATED CIRCUIT LENGTH % VOLTAGE DROP % STC LOSS INVERTER-1 STRING 1-1 30 11,250 W 33,750 W 33,300 W 1.01 40.0A 265 0.66% 0.66% STRING 1-2 30 11,250 W 230 0.57% 0.57% STRING 1-3 30 11,250 W 340 0.84% 0.84% WEIGHTED AVERAGE 0.69% 0.69% DESIGN PARAMETERS ASHRAE EXTREME LOW -23.8 °C ASHRAE 2% HIGH 32.4 °C SERVICE VOLTAGE 208V, 3Ф UTILITY DUKE ENERGY ELECTRICAL CODE NEC 2008 DISTRIBUTOR BILL OF MATERIAL REF CATEGORY MAKE MODEL QTY UNIT DESCRIPTION PM MODULE MISSION SOLAR MSE375SQ9S 90 EA 375WP, 72 CELL SOLAR MODULE (PROVIDED BY JPMC) OPT DC OPTIMIZER SOLAREDGE P850 45 EA SOLAREDGE POWER OPTIMIZER INV1 33.3KW INVERTER SOLAREDGE SE33.3KUS 1 EA UTILITY INTERACTIVE DC-TO-AC INVERTER: 3-PHASE, 4-WIRE, 480/277VAC, NEMA 3R, NEC 2014 and 2017 RAPID SHUTDOWN COMPLIANT CELL1 CELLULAR CDMA KIT SOLAREDGE SE-CELL-B-R05-S-S4 1 EA CDMA MODEM W/SIM, INV≤33.3KVA, 5YRS, HB 15MIN PNL2 METERING AND SURGE PROTECTION CABINET VARIES DETAIL 01 1 EA REFER TO DRAWING SE20 FOR CABINET DESIGN AND BOM TR1 TRANSFORMER HPS 226427 1 EA TRANSFORMER 45kVA, 480/277 WYE-GND/208VAC DELTA, NEMA 3R SW1 UTILITY DISCONNECT EATON DG324NRK 1 EA 240VAC, 200A, 3 POLE GENERAL-DUTY,FUSIBLE, SINGLE-THROW DISCONNECT SWITCH, NEMA 3R F1 UTILITY DISCONNECT FUSE BUSSMANN FRN-R-125 3 EA FUSE, 125A, 250VAC, SCCR 200 kA SW2 INVERTER DISCONNECT EATON DH362NRK 1 EA 600VAC 60A, 3 POLE, HEAVY-DUTY, FUSIBLE, SINGLE-THROW DISCONNECT SWITCH, NEMA 3R F2 INVERTER DISCONNECT FUSE BUSSMANN FRS-R-50 3 EA FUSE, 50A, 600VAC, SCCR 200 kA INVERTER MAKE SOLAREDGE MODEL SE33.3KUS MAXIMUM AC POWER OUTPUT 33,300 W AC RATED VOLTAGE 480Y/277 V MAX CONTINUOUS OUTPUT CURRENT 40.0 A RATED INPUT VOLTAGE 840 V MAXIMUM INPUT CURRENT 40.0 A MAXIMUM SHORT CIRCUIT CURRENT 45.0 A MAXIMUM INPUT VOLTAGE 980 V TRANSFORMER-LESS, UNGROUNDED YES SYSTEM SUMMARY TOTAL DC POWER 33,750 W TOTAL AC POWER 33,300 W WEIGHTED ILR 1.01 INVERTER OUTPUT RATED VOLTAGE 480 V MAX AC CURRENT (480 V) 40.0A TRANSFORMATION VOLTAGE 208 V MAX AC CURRENT (208 V) 92.3A NRS NRS APN APN NRS NRS 01 THREE LINE DIAGRAM NOT TO SCALE JDL JASON D. LEIMBACK 11100106 INDIANA JDL 25/JUN/20 NRS APN NRS JDL JDL 11-FEB-2021 04/20/21 (N) ( KVA) 480/277V - 208V TRANSFORMER TR1 45 INV1 (N) INVERTER 04 (N) AC SURGE PROTECTORSP1 LEGEND (N) - NEW EQUIPMENT (E) - EXISTING EQUIPMENT 02 01 PHOTOVOLTAIC STRINGS PM OPT 20 12 9 # REFER TO E30 FOR PLACARD LABELING 7 (N) GENERATOR DISCONNECT SWITCH SW1 F1 RGM (N) OWNER REVENUE GRADE METER 05 7 8 6 117 11 5 (N) INVERTER FUSED DISCONNECT SWITCH SW2 F2 03 21 6 2 (E) MAIN TO UTILITY GRID (E) BI-DIRECTIONAL UTILITY METER 15 4 3 13 (E) LOADS (10 FEET OR LESS) (E) ELECTRICAL SERVICE PANEL 208/120V, 3 PHASE, 4 WIRE MAIN BUS: 225A MAIN BREAKER: 225A NOTES: 1. THIS CABLE SIZE AND INSTALLATION ALSO APPLIES TO THE CABLE INTERCONNECTING MODULES IN THE SAME STRING WHERE IT IS NOT PROTECTED UNDERNEATH THE PV ARRAY. THE CONDUIT SIZE IS CALCULATED BASED ON THE MAXIMUM SET OF STRINGS ROUTED TO A SINGLE INVERTER. 2. AC SURGE PROTECTOR (SP1) AND OWNER REVENUE GRADE METER (RGM) SHOWN ON THE THREE LINE DIAGRAM ARE INSTALLED IN PNL2. REFER TO SE20 FOR TYPICAL WIRING DIAGRAM DETAILS. 3. SUBCONTRACTOR SHALL REPLACE EXISTING LOAD SIDE METER LUGS WITH A DUAL LUGGED CONNECTOR TO ACCEPT WIRING. IF CORRECT CONNECTORS ARE NOT AVAILABLE, SUBCONTRACTOR SHALL REPLACE METER SOCKET OR PURCHASE AND INSTALL LOCKABLE NEMA 3R WIREWAY BELOW METER BASE AND INTERCONNECT USING POLARIS CONNECTORS OR ENGINEER APPROVED EQUIVALENT. PLEASE REFER TO DUKE ENERGY GOLD BOOK FIG 142A. 4. REFER TO ELECTRICAL DETAILS DRAWING SE10 FOR THE COMMUNICATION DETAIL. 5. NEW PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH TO BE LOCATED CLOSE TO EXISTING METER PER UTILITY REQUIREMENTS. 6. SUBCONTRACTOR SHALL USE LOCK PROVIDED BY DISTRIBUTOR TO LOCK THE METERING AND SURGE PROTECTION CABINET, INVERTER DISCONNECT SWITCH AND GENERATOR DISCONNECT SWITCH. NOTE 3 23 23 22 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R IN-156701-E21 J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 ONE LINE DIAGRAMNRS NRS APN APN NRS NRS MODULE MAKE MISSION SOLAR MODEL MSE375SQ9S POWER OUTPUT 375 W SHORT CIRCUIT Isc 9.83 A OPEN CIRCUIT VOLTAGE Voc 48.16 V RATED CURRENT Imp 9.43 A RATED VOLTAGE Vmp 39.76 V TEMPERATURE COEFFICIENT OF Voc -0.28%/C TEMPERATURE COEFFICIENT OF Isc 0.046%/C OPTIMIZER MAKE SOLAR EDGE MODEL P850 RATED INPUT DC POWER 850 W MAXIMUM SYSTEM VOLTAGE 1000 V MAXIMUM OUTPUT CURRENT 18.0 A MAXIMUM OUTPUT VOLTAGE 85 V MAXIMUM INPUT VOLTAGE 120 V MAXIMUM SHORT CIRCUIT CURRENT 12.5 A MINIMUM MODULES IN SERIES 27 MAXIMUM MODULES IN SERIES 40 SYSTEM INFORMATION DC WIRING LOSSES AT STC STRING INPUTS MODULES IN SERIES DC POWER (STC) TOTAL DC POWER (STC) INVERTER AC POWER ILR INVERTER OUTPUT CURRENT ESTIMATED CIRCUIT LENGTH % VOLTAGE DROP % STC LOSS INVERTER-1 STRING 1-1 30 11,250 W 33,750 W 33,300 W 1.01 40.0A 265 0.66% 0.66% STRING 1-2 30 11,250 W 230 0.57% 0.57% STRING 1-3 30 11,250 W 340 0.84% 0.84% WEIGHTED AVERAGE 0.69% 0.69% DESIGN PARAMETERS ASHRAE EXTREME LOW -23.8 °C ASHRAE 2% HIGH 32.4 °C SERVICE VOLTAGE 208V, 3Ф UTILITY DUKE ENERGY ELECTRICAL CODE NEC 2008 DISTRIBUTOR BILL OF MATERIAL REF CATEGORY MAKE MODEL QTY UNIT DESCRIPTION PM MODULE MISSION SOLAR MSE375SQ9S 90 EA 375WP, 72 CELL SOLAR MODULE (PROVIDED BY JPMC) OPT DC OPTIMIZER SOLAREDGE P850 45 EA SOLAREDGE POWER OPTIMIZER INV1 33.3KW INVERTER SOLAREDGE SE33.3KUS 1 EA UTILITY INTERACTIVE DC-TO-AC INVERTER: 3-PHASE, 4-WIRE, 480/277VAC, NEMA 3R, NEC 2014 and 2017 RAPID SHUTDOWN COMPLIANT CELL1 CELLULAR CDMA KIT SOLAREDGE SE-CELL-B-R05-S-S4 1 EA CDMA MODEM W/SIM, INV≤33.3KVA, 5YRS, HB 15MIN PNL2 METERING AND SURGE PROTECTION CABINET VARIES DETAIL 01 1 EA REFER TO DRAWING SE20 FOR CABINET DESIGN AND BOM TR1 TRANSFORMER HPS 226427 1 EA TRANSFORMER 45kVA, 480/277 WYE-GND/208VAC DELTA, NEMA 3R SW1 UTILITY DISCONNECT EATON DG324NRK 1 EA 240VAC, 200A, 3 POLE GENERAL-DUTY,FUSIBLE, SINGLE-THROW DISCONNECT SWITCH, NEMA 3R F1 UTILITY DISCONNECT FUSE BUSSMANN FRN-R-125 3 EA FUSE, 125A, 250VAC, SCCR 200 kA SW2 INVERTER DISCONNECT EATON DH362NRK 1 EA 600VAC 60A, 3 POLE, HEAVY-DUTY, FUSIBLE, SINGLE-THROW DISCONNECT SWITCH, NEMA 3R F2 INVERTER DISCONNECT FUSE BUSSMANN FRS-R-50 3 EA FUSE, 50A, 600VAC, SCCR 200 kA INVERTER MAKE SOLAREDGE MODEL SE33.3KUS MAXIMUM AC POWER OUTPUT 33,300 W AC RATED VOLTAGE 480Y/277 V MAX CONTINUOUS OUTPUT CURRENT 40.0 A RATED INPUT VOLTAGE 840 V MAXIMUM INPUT CURRENT 40.0 A MAXIMUM SHORT CIRCUIT CURRENT 45.0 A MAXIMUM INPUT VOLTAGE 980 V TRANSFORMER-LESS, UNGROUNDED YES SYSTEM SUMMARY TOTAL DC POWER 33,750 W TOTAL AC POWER 33,300 W WEIGHTED ILR 1.01 INVERTER OUTPUT RATED VOLTAGE 480 V MAX AC CURRENT (480 V) 40.0A TRANSFORMATION VOLTAGE 208 V MAX AC CURRENT (208 V) 92.3A 01 ONE LINE DIAGRAM NOT TO SCALE JDL JASON D. LEIMBACK 11100106 INDIANA JDL 25/JUN/20 NRS APN NRS JDL JDL CONDITIONS OF USE CONDUCTOR EGC CONDUIT CIRCUIT INFORMATION CIRCUIT ID DESCRIPTION NUMBER OF TYPICAL CIRCUITS INSULATION TEMP. RATING RACEWAY LOCATION MODIFIED AMBIENT TEMPERATURE # CURRENT CARRYING CONDUCTORS CONDUIT FILL DERATE FACTOR TEMPERATURE DERATE FACTOR MINIMUM SPECIFICATION MINIMUM SPECIFICATION MIN SIZE # OF CONDUCTORS # OF EGC CONDUIT FILL % CONDUCTOR AMPACITY CONDUCTOR DERATED AMPACITY CONT. CURRENT MAXIMUM CURRENT OCPD ESTIMATED CIRCUIT LENGTH % VOLTAGE DROP % AVERAGE LOSSES 01 STRING TO INVERTER (NOTE 1) 3 90 °C > 3.5" & < 12" 49 °C 2 0.8 0.82 8 AWG, COPPER, PV WIRE 10 AWG, COPPER, RHW-2 1.25", EMT 6 1 33% 55 A 36 A 18.0A 22.5A 25 278 FT 0.69% 0.69% 02 33.3KW INVERTER TO INVERTER DS 1 90 °C UNDER ROOF 32 °C 3 1 0.96 8 AWG, COPPER, THWN-2 10 AWG, COPPER, THWN-2 0.75", EMT 4 1 31% 55 A 53 A 40.0A 50.0A 50 10 FT 0.11% 0.11% 03 INVERTER DS TO TRANSFORMER 1 90 °C UNDER ROOF 32 °C 3 1 0.96 8 AWG, COPPER, THWN-2 8 AWG, COPPER, THWN-2 0.75", EMT 4 1 34% 55 A 53 A 40.0A 50.0A 50 10 FT 0.11% 0.11% 04 TRANSFORMER TO UTILITY DS 1 90 °C UNDER ROOF 32 °C 3 1 0.96 1 AWG, COPPER, THWN-2 6 AWG, COPPER, THWN-2 1.5", EMT 3 1 26% 145 A 139 A 92.3A 115.4A 125 20 FT 0.25% 0.25% 05 UTILITY DS TO POI 1 90 °C UNDER ROOF 32 °C 3 1 0.96 1 AWG, COPPER, THWN-2 NA 1.5", RMC 4 0 30% 145 A 139 A 92.3A 115.4A 125 10 FT 0.12% 0.12% TOTAL 1.36% 1.36% 11-FEB-2021 04/20/21 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x220 25/JUN/20 ISSUED FOR PERMITTING 1 11/FEB/21 ISSUED FOR PERMITTING 02/14/2017 04:16 PM 25/JUN/20 DESIGNER 1R J.P. MORGAN CHASE 13085 PETTIGRU DRIVE, CARMEL, IN 46032-4436 PLACARDS SERVICE DISCONNECTING MEANS PV ARRAY !CAUTION! POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED SOLAR ARRAYS WITH SAFETY DISCONNECTS AS SHOWN: IN-156701-E30 GENERATOR DISCONNECT SWITCH OPERATING DC CURRENT: 54 A OPERATING DC VOLTAGE: 840 V MAX SHORT CURRENT: 45 A MAX VOLTAGE: 980 V AT EACH 33.3 KW INVERTER DC DISCONNECTING MEANS [NEC 690.53] 20 DIRECTORY PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE GENERATOR DISCONNECTING MEANS IF NOT IN THE SAME LOCATION [NEC 690.56(B)] WHERE THE PV SYSTEMS ARE REMOTELY LOCATED FROM EACH OTHER, A DIRECTORY IN ACCORDANCE WITH 705.10 SHALL BE PROVIDED AT EACH PV SYSTEM DISCONNECTING MEANS [NEC 690.4(D)] PHOTOVOLTAIC AC DISCONNECT AT POINT OF INTERCONNECTION, MARKED AT DISCONNECTING MEANS [NEC 690.54] OPERATING AC CURRENT: 92.3A OPERATING AC VOLTAGE: 208V, 3Ф ! WARNING ! ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. AT EACH JUNCTION, COMBINER, DISCONNECT AND DEVICE WHERE ENERGIZED UNGROUNDED CONDUCTORS MAY BE EXPOSED DURING SERVICE [NEC 690.35(F)] ! WARNING ! ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. ! WARNING ! DUAL POWER SOURCES. SECOND SOURCE IS PV SYSTEM PHOTOVOLTAIC DC DISCONNECT GENERATOR DISCONNECT SWITCH WARNING: PHOTOVOLTAIC POWER SOURCE ! CAUTION ! PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED ! WARNING ! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC SYSTEM METER INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED AT UTILITY METER [NEC 690.56(B)] PLAQUE INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT LOCATED SOUTH SIDE OF THE BUILDING ! WARNING ! ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ! WARNING ! TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL AT EACH BREAKER PANEL AND MAIN SERVICE DISCONNECT. [NEC 110.27(C)] ! WARNING ! PHOTOVOLTAIC SYSTEM DATA ACQUISITION SYSTEM AUTHORIZED PERSONNEL ONLY THE PV DAS SHALL BE LABELED WITH THE FOLLOWING INFORMATION AT EACH AC DEDICATED PHOTOVOLTAIC SYSTEM COMBINER PANEL AND DISCONNECT. [NEC 110.16] ! WARNING ! ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO COMPLY MAY RESULT IN INJURY OR DEATH. REFER TO NFPA 70 E. AT EACH PHOTOVOLTAIC SYSTEM SERVICE DISCONNECT SWITCH. ! DANGER ! ARC FLASH AND SHOCK HAZARD PRESENT DO NOT OPEN DOOR WHILE ENERGIZED INCIDENT ENERGY EXCEEDS MAX PPE PROTECTION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN PHOTOVOLTAIC SYSTEM SERVICE DISCONNECT SWITCH DEDICATED PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS TO THIS PANEL AT DEDICATED PHOTOVOLTAIC SYSTEM COMBINER PANEL (IF APPLICABLE) AT THE SERVICE ENTRANCE (ELECTRICAL SERVICE PANEL) AND GENERATOR DISCONNECT SWITCH NET GENERATION OUTPUT METER AT NET GENERATION OUTPUT METER AT THE ELECTRICAL SERVICE PANEL ! WARNING ! A GENERATION SOURCE IS CONNECTED TO THE SUPPLY (UTILITY) SIDE OF THE SERVICE DISCONNECTING MEANS. FOLLOW PROPER LOCKOUT/TAGOUT PROCEDURES TO ENSURE THE PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH IS OPENED PRIOR TO PERFORMING WORK ON THE DEVICE. 1 2 3 5 1716 15 14 13 12 9 10 11 6 7 8 419 18 AT EACH AC DISCONNECTING MEANS FOR PHOTOVOLTAIC EQUIPMENT [NEC 690.17] AT EACH DC DISCONNECTING MEANS FOR PHOTOVOLTAIC EQUIPMENT [NEC 690.17] AT PHOTOVOLTAIC SYSTEM SERVICE DISCONNECT SWITCH [NEC 690.14(C)(2)] AT GENERATOR DISCONNECT SWITCH [NEC 690.14(C)(2)] AT EACH DC DISCONNECTING MEANS [NEC 690.14(C)(2)] AT EACH DISTRIBUTION EQUIPMENT ADJACENT TO THE BACK-FED BREAKER FROM THE INVERTER. [NEC 705.12(D)(7)] AT POINT OF INTERCONNECTION; LABEL MUST IDENTIFY PHOTOVOLTAIC SYSTEM [NEC 705.12(D)(4)] AT POINT OF INTERCONNECTION; LABEL MUST IDENTIFY PHOTOVOLTAIC SYSTEM [NEC 705.12(D)(4)] AT PHOTOVOLTAIC SYSTEM SERVICE DISCONNECT SWITCH [NEC 2014 - 690.56(C)]. LETTERS AT LEAST 3/8 INCH; WHITE ON RED BACKGROUND; REFLECTIVE [IFC 605.11.1.1]. AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED AT MAXIMUM 10 FT SECTION OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS. [NEC 690.31(E)] LETTERS AT LEAST 3/8 INCH; WHITE ON RED BACKGROUND; REFLECTIVE [IFC 605.11.1.1] LABELING NOTES 1.1 LABELING REQUIREMENTS BASED ON THE 2008 NATIONAL ELECTRICAL CODE. 1.2 MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.3 LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT FOR WHICH THEY ARE INSTALLED. 1.4 LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8” AND PERMANENTLY AFFIXED. NRS NRS APN APN NRS NRS JDL JASON D. LEIMBACK 11100106 INDIANA PHOTOVOLTAIC SYSTEM INVERTER DISCONNECT SWITCH 21 AT INVERTER DISCONNECT JDL 25/JUN/20 NRS APN NRS JDL JDL 23 22 11-FEB-2021 04/20/21 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x22R J.P. MORGAN CHASE TRANCHE 6 - INDIANA COVER PAGE J.P. MORGAN CHASE ROOFTOP SOLAR PROGRAM TRANCHE 6 - INDIANA IN-STNDRD-SG10 STANDARD DRAWING PACKAGE 0 04/JUN/20 ISSUED FOR PERMITTING AWC AWC 02/14/2017 04:16 PM DESIGNER AWCAWC 1 JDL JDL 04/JUN/20 JDL JJA 1 04/FEB/21 APPROVED FOR CONSTRUCTION AWC AWC JDL JDLJJA 4-FEB-2021 04/20/21 4-FEB-2021 04/20/21 4-FEB-2021 04/20/21 04-Feb-2021 04/20/21 4-FEB-2021 04/20/21 4-FEB-2021 04/20/21 4-FEB-2021 04/20/21 J.P. MORGAN CHASE TRANCHE 6 - INDIANA THREE PHASE SYSTEM CUTSHEETS IN-STNDRD-SR10 0 04/JUN/20 ISSUED FOR PERMITTING AWC AWC JDL JDL 02/14/2017 04:16 PM DESIGNER AWCJJA 1 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x22R JJA 04/JUN/20 JJA 1 04/FEB/21 APPROVED FOR CONSTRUCTION AWC AWC JDL JDLJJA 4-FEB-2021 04/20/21 J.P. MORGAN CHASE TRANCHE 6 - INDIANA ELECTRICAL DATA CUTSHEETS IN-STNDRD-SR25 004/JUN/20 ISSUED FOR PERMITTING AWC AWC JDL JDL 02/14/2017 04:16 PM DESIGNER AWCJJA 1 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x22R JJA 04/JUN/20 JJA 1 04/FEB/21 APPROVED FOR CONSTRUCTION AWC AWC JDL JDLJJA 4-FEB-2021 04/20/21 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x22R J.P. MORGAN CHASE TRANCHE 6 - INDIANA ELECTRICAL DATA CUTSHEETS IN-STNDRD-SR26 004/JUN/20 ISSUED FOR PERMITTING AWC AWC JDL JDL 02/14/2017 04:16 PM DESIGNER AWCJJA 1 JJA 04/JUN/20 JJA 1 04/FEB/21 APPROVED FOR CONSTRUCTION AWC AWC JDL JDLJJA 4-FEB-2021 04/20/21 J.P. MORGAN CHASE TRANCHE 6 - INDIANA STRUCTURAL COMPONENT CUTSHEETS IN-STNDRD-SR30 CHECKED DATE DRAWN CODE APPPDE CHK DES NO DATE REVISIONS AND RECORD OF ISSUE DRAWING NUMBERPROJECT REV AREADRN ANSI D 34x22R 0 04/JUN/20 ISSUED FOR PERMITTING AWC CLB CLB CLB 02/14/2017 04:16 PM DESIGNER AWCCLB 2 SAS 04/JUN/20 SAS 1 12/JAN/21 ISSUED FOR PERMITTING AWC CLB CLB CLBSAS 2 04/FEB/21 APPROVED FOR CONSTRUCTION AWC CLB CLB CLBSAS 04-Feb-2021 04/20/21 COVER SHEET RMDT.100 GENERAL NOTES: 1. ALL CONSTRUCTION FOR UNIRAC'S 'ROOF MOUNT' (RM) RACKING SYSTEM SHALL CONFORM TO THE CODES SHOWN IN THE RM DESIGN CRITERIA TABLE BELOW. LOCAL JURISDICTION AMENDMENTS TO THE CODE MUST BE TAKEN INTO CONSIDERATION. 2. WHENEVER THE TERM "CONTRACTOR" IS USED IN THE CONSTRUCTION DOCUMENT, IT SHALL BE DEFINED TO MEAN THE GENERAL CONTRACTOR AND ANY SUB-CONTRACTOR COLLECTIVELY AS APPLICABLE AND AS REQUIRED. 3. THE CONTRACT "STRUCTURAL RACKING" DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION. 4. UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY OR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT HERETO. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ENSURE THAT ALL WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL INSPECTION/OBSERVATION PROVIDED BY OTHERS (INCLUDING UNIRAC AND THE ENGINEER OF RECORD) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY. ANY DEVIATION FROM THE CONTRACT DOCUMENTS THAT IS ENCOUNTERED AT A LATER DATE AND IS DECLARED TO BE SIGNIFICANT BY UNIRAC AND THE ENGINEER OF RECORD SHALL BE CORRECTED BY THE CONTRACTOR (AT THE CONTRACTOR'S EXPENSE). ANY INDIVIDUALS FROM UNIRAC OR THE ENGINEER OF RECORD'S OFFICE PERFORMING SITE VISITS OR STRUCTURAL OBSERVATIONS ARE NOT AUTHORIZED TO DIRECT OR APPROVE ANY CHANGES FROM THE CONTRACT DOCUMENTS OR STOP AND/OR DELAY THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE SITE CONDITIONS WITH THE DRAWING PRIOR TO BIDDING AND THE START OF CONSTRUCTION. ANY CONFLICTS, DISCREPANCIES, OR OMISSIONS SHALL BE RESOLVED WITH UNIRAC AND THE ENGINEER OF RECORD PRIOR TO PROCEEDING. DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN DIMENSIONS SHALL BE USED OR WHERE NO DIMENSION IS PROVIDED. CONSULT WITH UNIRAC FOR CLARIFICATION BEFORE PROCEEDING. 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER (MOST CONSERVATIVE) REQUIREMENTS SHALL GOVERN. WHERE NO SPECIFIC DETAIL IS SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. IF THERE IS NO SIMILAR WORK CONSTRUCTION SHALL CONFORM TO INDUSTRY STANDARDS. CONTRACTOR MUST INFORM UNIRAC OF ANY DISCREPANCIES. 8. ANY EQUIPMENT OR CONDUIT BEING SUPPORTED BY OR SUSPENDED FROM THE RACKING STRUCTURE SHALL BE COORDINATED WITH UNIRAC AND THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT OR CONDUIT. 9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST ASTM STANDARD SPECIFICATION OR ASTM STANDARD ADOPTED BY THE SITE JURISDICTION. 10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE LOCAL JURISDICTION. 11. THE FOLLOWING DESIGN CRITERIA IS EXCLUDED FROM DESIGN: FLOOD LOADING, DEBRIS LOADING , DYNAMIC ANALYSIS, ACTS OF GOD (TORNADO, HURRICANE, WATER INUNDATION LOADING, ETC.), AND DYNAMIC LOADING FROM SEISMIC EVENTS AND CONDITIONS. 12. THE MINIMUM DISTANCE BETWEEN ROOF EDGE AND MODULES OR RM RACKING SYSTEM MUST BE 4 FT UNLESS NOTED OTHERWISE IN THE UNIRAC ENGINEERING REPORT. 13. UNIRAC IS NOT RESPONSIBLE FOR THE ORIGINAL BUILDING STRUCTURE. CONSULT WITH A LICENSED PROFESSIONAL ENGINEER IN THE JURISDICTION OF THE PROJECT TO ENSURE THE EXISTING BUILDING IS CAPABLE OF HANDLING ADDITIONAL LOAD FROM THE RM STRUCTURE. 14. IN THE EVENT THAT THE ARRAY IS DISPLACED FOR ANY REASON, THE ARRAY SHALL BE REPOSITIONED INTO ITS ORIGINAL DESIGN LOCATION SO AS TO ENSURE THAT PROPER SEISMIC AND FIREFIGHTING ACCESS CLEARANCES AND SEPARATIONS ARE MAINTAINED, IN ADDITION TO ELECTRICAL WIRING SEISMIC SLACK REQUIREMENTS. 15. THESE GENERAL NOTES APPLY TO ALL SHEETS IN THIS PACKAGE. SOLAR DESIGN: UNIRAC IS NOT THE SOLAR DESIGN ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR ANY SOLAR DESIGN, OUTPUT EFFICIENCIES, SHADING, ETC. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO CONFIRM THAT THE LOCATION OF THE RACKING/MODULES DOES NOT INTERFERE WITH OR BECOME SHADED BY OBSTRUCTIONS. ELECTRICAL DESIGN: UNIRAC IS NOT THE ELECTRICAL ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR THE ELECTRICAL DESIGN FOR THIS PROJECT. THE UNIRAC SYSTEM IS CERTIFIED TO UL-2703 WHEN PROPERLY INSTALLED. SEE THE RM INSTALLATION GUIDE FOR MORE DETAIL. MATERIAL MANAGEMENT: 1. PRIOR TO INSTALLATION , ALL MATERIALS MUST BE STORED PROPERLY. THIS MEANS MATERIALS REMAINING IN ONE PLACE FOR MORE THAN ONE WEEK MUST BE IN OPEN AIR CONDITIONS (I.E. UP AND ABOVE THE GROUND AND WATER TABLE). IF TARPS OR OTHER PROTECTIVE COVERS ARE USED, THEN ENDS SHALL BE LEFT OPEN FOR VENTILATION. TIGHT FITTING COVERINGS ARE NOT RECOMMENDED SINCE THEY CAN TRAP MOISTURE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE RACKING SYSTEM FROM THE POINT OF UNIRAC DELIVERY THROUGHOUT THE COMPLETION OF CONSTRUCTION. RM STEEL COMPONENTS: 1. ALL STEEL RMDT BAYS ARE MANUFACTURED USING 16 GAGE ASTM A653 GRADE 50 STEEL GALVANIZED TO G235. 2. ALL MID CLAMPS AND END CLAMPS ARE MANUFACTURED USING 12 GAGE 300 SERIES 1/4 HARD STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 125 KSI PER ASTM 666 WITH A MILL (2B) FINISH. 3. ALL WIRE MANAGEMENT CLIPS PROVIDED BY UNIRAC ARE MANUFACTURED USING 302 0.090Ø STAINLESS STEEL. BALLAST BLOCK (CONCRETE MASONRY UNIT (CMU)): 1. INSTALLER IS RESPONSIBLE FOR PROCURING THE BALLAST BLOCKS (CMU) AND VERIFYING THE REQUIRED MINIMUM WEIGHT NEEDED FOR THIS DESIGN. CMU TO COMPLY WITH ASTM STANDARD SPECIFICATION FOR CONCRETE ROOF PAVERS DESIGNATION C1491 OR C90 WITH AN INTEGRAL WATER REPELLANT SUITABLE FOR THE CLIMATE IT IS PLACED. IT IS RECOMMENDED THAT THE BLOCKS ARE INSPECTED PERIODICALLY FOR ANY SIGNS OF DEGRADATION. IF DEGRADATION OF THE BLOCK IS OBSERVED, THE BLOCK SHOULD IMMEDIATELY BE REPLACED. 2. ACTUAL BLOCK DIMENSIONS ARE 3/8" LESS THAN NOMINAL DIMENSIONS. 3. THE CMU BALLAST BLOCK SHOULD HAVE NOMINAL DIMENSIONS OF 4"X8"X16". HARDWARE: 1. ALL STEEL U-NUTS ARE MANUFACTURED USING 304 STAINLESS STEEL. 2. ALL 1/4 - 20 BOLTS ARE MANUFACTURED USING 18-8 STAINLESS STEEL. 3. ALL 1/4 INCH FENDER WASHERS ARE MANUFACTURED USING 18-8 STAINLESS STEEL.REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -NAERIAL PHOTO NOT TO SCALE NOTE: *SANTOPRENE PAD ONLY REQUIRED ON ROOFS WITH PVC MEMBRANE. FIELD VERIFY PVC ROOF MEMBRANE PRIOR TO PURCHASING PART NUMBER M60700. TORQUE REQUIREMENTS 1/4"Ø STAINLESS STEEL HARDWARE FOR CLAMPS 7-9 FT-LBS 1/4"Ø STAINLESS STEEL HARDWARE FOR DEFLECTORS 10-15 FT-LBS SINGLE USE ONLY-DO NOT RE-TORQUE ONCE FULLY SEATED PROJECT OVERVIEW PROJECT SIZE 33.75 KW MODULE QUANTITY 90 DESIGN CRITERIA BUILDING CODE ASCE 7-16 OCCUPANCY/RISK CATEGORY II WIND SPEED 110.00 MPH WIND EXPOSUIRE B GROUND SNOWLOAD 20 PSF SEISMIC SS 0.168 SEISMIC S1 0.082 ROOF HEIGHT 20 FT BUILDING LENGTH 63 FT PARAPET HEIGHT <= 1 Array Height ROOF MEMBRANE TYPE OTHER SITE ELEVATION ABOVE MSL 904 FT MODULE SPECIFICATIONS MANUFACTURER MISSION MODEL MSE375SQ9S LENGTH 78.23 IN WIDTH 39.33 IN WEIGHT 47.60 LB OUTPUT 375 WATT ENGINEERING OUTPUT PRODUCT LINE RMDT TILT ANGLE 8 DEG AVERAGE WEIGHT TO ROOF 5.5 PSF TOTAL AREA 2183 SQ FT TOTAL WEIGHT ON ROOF 12006 LB TOTAL WEIGHT OF RACKING 858 LB TOTAL WEIGHT OF MODULES 4284 LB TOTAL WEIGHT OF BALLAST 6864 LB ARRAY PARTS LIST PART NUMBER DESCRIPTION QUANTITY 310820 RM END CLAMP 32-40 MM 220 310802 RMDT VALLEY BAY 67 310825 RMDT MID CLAMP 36-40 MM 110 310801 RMDT RIDGE BAY 55 USER SUPPLIED 33 LB CMU BALLAST BLOCK 208 310860 KIT 1/4-20 CLIP ON NUT SS 18-8 330 008002S GROUND WEEBLUG #1 3 *M60700 SANTOPRENE TPV, 64D, ACRYLIC PSA 244* SHEET INDEX RMDT.100 COVER SHEET RMDT.200 KEY PLAN RMDT.301 & 302 ARRAYS A1 & A2 RMDT.400 RMDT DETAILS RMDT.401 RMDT DETAILS RMDT.402 RMDT SANTOPRENE DETAILS RMDT.500 RMDT CERTIFICATIONS 04/20/21 KEY PLANRMDT.200REVISIONS DESCRIPTION REV DATE DRWCHK 1411 BROADWAY BOULEVARD NE ALBUQUERQUE, NEW MEXICO, USA, 87102 WWW.UNIRAC.COMFORENGINEER'S STAMPPROJECTTITLESHEETBLACK&VEATCHIN-156701J.P.MORGAN CHASE13085 Pettigru Dr,Carmel, IN 460320 06/29/2020 Approved for construction IS NT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -NOT TO SCALENKEY PLANDCBA1 2 3 4ARRAY A1ARRAY A204/20/21 2 2 2 2 2 2 2 2 2 2 2 2 LEGEND RIDGE BAY WITH BLOCK COUNT VALLEY BAY WITH BLOCK COUNT VALLEY BAY WITH ATTACHMENT 1 1 1 1 1 1 1 1 2 X 1 1 1 2 X ARRAY LAYOUT ARRAY A1 RMDT.301REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -NOT TO SCALE NARRAY A1 LAYOUT 6'-61 4" 7'-103 4" 04/20/21 2 2 2 3 1 3 2 2 2 3 2 2 2 2 3 1 1 1 1 1 1 1 1 1 1 1 3 1 2 4 1 1 1 3 1 1 2 3 1 3 1 2 2 2 2 2 1 1 1 1 0 0 0 2 0 2 0 2 3 2 2 2 1 1 1 1 1 1 1 1 1 3 1 1 1 3 2 2 4 1 4 2 4 1 1 2 4 1 1 1 4 2 2 3 1 1 2 1 1 1 2 1 1 1 1 3 2 2 2 2 LEGEND RIDGE BAY WITH BLOCK COUNT VALLEY BAY WITH BLOCK COUNT VALLEY BAY WITH ATTACHMENT 1 1 1 1 1 1 1 1 2 X 1 1 1 2 X ARRAY LAYOUT ARRAY A2 RMDT.302REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -NOT TO SCALE NARRAY A2 LAYOUT 58'-1115 16" 45'-91 8" 04/20/21 RMDT DETAILS RMDT.400REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -SCALE: RMDT BAY - RIDGE DETAIL 1 -NTS SCALE: RMDT BAY - VALLEY DETAIL2 -NTS PLAN VIEW FRONT VIEW SIDE VIEW ISOMETRIC VIEW 16 1/8" 26 3/16" 93 4" NOTE: PER OWNER REQUIREMENT, INSTALLER MUST PROVIDE SLIP-SHEET BELOW EACH BALLAST BAY. SHIP SHEET DIMENSIONS MUST EXTEND 4" MINIMUM BEYOND BAY EDGES. NOTE: PER OWNER REQUIREMENT, INSTALLER MUST PROVIDE SLIP-SHEET BELOW EACH BALLAST BAY. SHIP SHEET DIMENSIONS MUST EXTEND 4" MINIMUM BEYOND BAY EDGES. PLAN VIEWFRONT VIEWSIDE VIEW ISOMETRIC VIEW 16 1/8" 19 11/16" 41 4" SCALE: RIDGE BALLAST BLOCK - CONFIGURATIONS 3 -NTS NOTE: PER OWNER REQUIREMENT, INSTALLER MUST PROVIDE SLIP-SHEET BELOW EACH BALLAST BAY. SHIP SHEET DIMENSIONS MUST EXTEND 4" MINIMUM BEYOND BAY EDGES. SCALE: VALLEY BALLAST BLOCK - CONFIGURATIONS4 -NTS NOTE: PER OWNER REQUIREMENT, INSTALLER MUST PROVIDE SLIP-SHEET BELOW EACH BALLAST BAY. SHIP SHEET DIMENSIONS MUST EXTEND 4" MINIMUM BEYOND BAY EDGES. TWO BLOCKSONE BLOCK TWO BLOCKS ONE BLOCK THREE BLOCK FOUR BLOCK FIVE BLOCK SCALE: NTS RIDGE MIDCLAMP5 RMDT RIDGE BAY MODULE RMDT MIDCLAMP (ENDCLAMP, U-NUT, AND BOLT) SCALE: NTS VALLEY ENDCLAMP6 - RMDT VALLEY BAY MODULE RM5/DT ENDCLAMP (ENDCLAMP, U-NUT, AND BOLT) RM5/DT ENDCLAMP (ENDCLAMP, U-NUT, AND BOLT) - 04/20/21 RMDT DETAILS RMDT.401REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -SCALE: 2x4 SAMPLE ARRAY1 -NTS MODULE RMDT VALLEY BAY MODULE RMDT RIDGE BAY RMDT VALLEY BAY ~ 8.6" BOTTOM OF MODULE TO BOTTOM OF ADJACENT MODULE (TYP) 1.08" BOTTOM OF MODULE TO BOTTOM OF ADJACENT MODULE (TYP) ~ 7.9" EDGE OF BAY TO BOTTOM OF MODULE (TYP) ISOMETRIC VIEW ARRAY - PLAN VIEW FRONT VIEW N N SIDE VIEW NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 04/20/21 RMDT SANTOPRENE DETAILS RMDT.402REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -SIDE VIEW OBLIQUE VIEW AA SECTION A-A B DETAIL B 2X AS SHOWN DO NOT OVERLAP FLANGE OR RIB EDGES RMDT RIDGE BAY SANTOPRENE DETAILS1 - SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS RMDT VALLEY BAY SANTOPRENE DETAILS2 - DO NOT OVERLAP FLANGE OR RIB EDGES APPLY HERE APPLY HERE B SIDE VIEW OBLIQUE VIEW SECTION A-A DETAIL B 2X AS SHOWN SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS AA NOTE: FOR PVC MEMBRANE ROOF APPLY TWO (2) SANTOPRENE PADS PER RIDGE BAY AS SHOWN. SANTOPRENE PAD ONLY REQUIRED ON ROOFS WITH PVC MEMBRANE. FIELD VERIFY PVC ROOF MEMBRANE PRIOR TO PURCHASING PART NUMBER M60700. NOTE: FOR PVC MEMBRANE ROOF APPLY TWO (2) SANTOPRENE PADS PER VALLEY BAY AS SHOWN. SANTOPRENE PAD ONLY REQUIRED ON ROOFS WITH PVC MEMBRANE. FIELD VERIFY PVC ROOF MEMBRANE PRIOR TO PURCHASING PART NUMBER M60700. APPLY HERE APPLY HERE 04/20/21 RMDT CERTIFICATIONS RMDT.500REVISIONSDESCRIPTION REVDATE DRWCHK1411 BROADWAY BOULEVARD NEALBUQUERQUE, NEW MEXICO, USA, 87102WWW.UNIRAC.COMFOR ENGINEER'S STAMP PROJECT TITLE SHEET BLACK&VEATCH IN-156701 J.P.MORGAN CHASE 13085 Pettigru Dr, Carmel, IN 460320 06/29/2020 Approved for construction IS NT- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -SCALE: NTS FIRE RATING1 - SCALE: NTS CERTIFICATE OF COMPLIANCE3 -SCALE: NTS DESTRUCTIVE TEST REPORT4 - SCALE: NTS CERTIFICATE LETTER2 - 04/20/21