Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2713 S Diamond St - Plan
3'-10" 45'-3" 31'-1" 4'-5" 110.24' 54 . 1 3 ' 110.26' 54 . 4 2 ' MSP 1 PROJECT DESCRIPTION: PLOT PLAN & VICINITY MAP SCALE: 1/16" = 1'PV-1 SCALE: NTS PV-1 PLOT PLAN & VICINITY MAP REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-1 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A 28x385 CANADIAN SOLAR:CS3U 385MS 385W MODULE ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES SYSTEM SIZE: 10.78kW DC STC, 9.74kW AC CEC ARRAY LOCATION 3 VICINITY MAP SCALE: NTSPV-1 2 HOUSE PHOTO EQUIPMENT SUMMARY 28 - CANADIAN SOLAR:CS3U 385MS 385W MODULES 28 - ENPHASE:IQ7PLUS-72-2-US (240V) MICROINVERTERS PROJECT SITE SHEET INDEX PV-1 PLOT PLAN & VICINITY MAP PV-2 ROOF PLAN & MODULES PV-3 STRING LAYOUT PV-4 ATTACHMENT DETAIL PV-5 ELECTRICAL LINE DIAGRAM PV-6 WIRING CALCULATIONS PV-7 PLACARDS PV-8 MICRO INVERTER CHART PV-9+ EQUIPMENT SPECIFICATIONS (E)FENCEROOF ACCESS POINT ROOF ACCESS POINT ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. (E)MAIN SERVICE PANEL, 125A RATED, 240V ROOF #01 (28)CANADIAN SOLAR CS3U 385MS 385W MODULES (E)GATE (TYP.) GOVERNING CODES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE ALL OTHER ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. NOTES 1. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. 2. MANUFACTURERS PRODUCT INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE AT THE TIME OF INSPECTION. 3. ALL SUBMITTALS WILL COMPLY WITH 2019 CEC, CBC, AND CFC. 4. SMOKE ALARMS AND CARBON MONOXIDE DETECTOR EQUIPMENT SHALL BE IN PLACE AT RESIDENCE ACCORDING TO THE CRC, CBC R314-315 REQUIREMENT. EXISTING POOL EXISTING DRIVEWAY EXISTING PATHWAY 1-STORY HOUSE S D I A M O N D S T (E)GAZEBO (TYP.) PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 BLDG # 101111134 ELEC # 20176740 ISSUED: 8/11/2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-10 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-11 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-12 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-13 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-14 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-15 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 CBMSP UM ACD JB 5'-6" 33'-4" 2'-10" 3' - 3 " 26 ' - 6 " 4' - 5 " ROOF PLAN & MODULES REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-2 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A ROOF DESCRIPTION ROOF TYPE COMP SHINGLE ROOF ROOF TILT AZIMUTH RAFTERS SIZE RAFTERS SPACING #1 22° 180° 2x6 16" O.C. SCALE: 1/8" = 1'-0" MODULE TYPE, DIMENSIONS & WEIGHT 1 PV-2 NUMBER OF MODULES = 28 MODULES MODULE TYPE = CANADIAN SOLAR CS3U 385MS 385W MODULES MODULE WEIGHT = 49.6 LBS / 22.5 KG. COMPONENT WEIGHT: 1.5 LBS. PER MODULE TOTAL DEAD LOAD: 1430.80 LBS. POINT LOAD PER STANDOFF.: 1430.80 LBS / 56 STANDOFF = 25.55 LBS MODULE DIMENSIONS = 78.7"x 39.1" = 21.37 SF UNIT WEIGHT OF ARRAY = 2.32 PSF ROOF PLAN & MODULES ARRAY AREA WITH TOTAL ROOF AREA ROOF # OF MODULES ARRAY AREA (Sq. Ft.) TOTAL ROOF AREA (Sq. Ft.) ROOF AREA COVERED BY ARRAY (%) #1 28 598.36 1365.26 43.83 ARRAY AREA WITH WHOLE ROOF AREA ROOF # OF MODULES ARRAY AREA (Sq. Ft.) TOTAL ROOF AREA (Sq. Ft.) ROOF AREA COVERED BY ARRAY (%) #1 28 598.36 1946.15 30.75 LEGEND - JUNCTION BOX MSP - MAIN SERVICE PANEL - VENTS, DISH (ROOF OBSTRUCTION) - ROOF ATTACHMENT - RAFTERS - CONDUIT - UTILITY METER -MICRO INVERTER ACD - AC DISCONNECT -COMBINER BOX UM JB CB (E ) B A C K O F R E S I D E N C E CANADIAN SOLAR CS3U 385MS 385W MODULES 39.1" 78 . 7 " (E ) F R O N T O F R E S I D E N C E S D I A M O N D S T FIRE PATHWAY (N)ENPHASE COMBINER BOX (N)AC DISCONNECT(E)UTILITY METER (E)MAIN SERVICE PANEL, 125A RATED, 240V (N)JUNCTION BOX (28)ENPHASE : IQ7PLUS-72-2-US MICROINVERTERS (N)IRONRIDGE XR10 RACKING SYSTEM (56)SOLARACK L-FOOT ATTACHMENTS @ 48 O.C. ROOF #01 (28)CANADIAN SOLAR CS3U 385MS 385W MODULES (E)CHIMNEY 3/4" EMT CONDUIT RUN ON ROOF ROOF #1 TILT - 22° AZIM. - 180° 36 " F I R E S E T B A C K 18" FIRE SETBACK 18" FIRE SETBACK EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 CBMSP UM ACD JB STRING LAYOUT REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-3 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A 1 STRING LAYOUT PV-3 SCALE: 3/16" = 1'-0" BILL OF MATERIALS EQUIPMENT QTY DESCRIPTION SOLAR PV MODULE 28 CANADIAN SOLAR CS3U 385MS 385W MODULES MICROINVERTERS 28 ENPHASE: IQ7PLUS-72-2-US (240V) [SI1] MICROINVERTERS AC DISCONNECT 1 AC DISCONNECT, 240V 60A, NON-FUSED, NEMA 3R OR EQUIVALENT, VISIBLE/LOCKABLE 'KNIFE' ATTACHMENT 56 SOLARACK L-FOOT ATTACHMENTS RAILS 4 IRON RIDGE RACKING RAILS 132" RAILS 11 IRON RIDGE RACKING RAILS 168" RAIL SPLICE 8 SPLICE KIT MID CLAMPS 48 MID CLAMPS END CLAMPS 16 END CLAMPS / STOPPER SLEEVE GROUNDING LUG 4 GROUNDING LUG STRING 3 STRING 1 (E ) B A C K O F R E S I D E N C E (E ) F R O N T O F R E S I D E N C E S D I A M O N D S T STRING 2 EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-4 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A ATTACHMENT DETAIL MOUNTING DETAIL SCALE: NTS 2 PV-4 ATTACHMENT DETAIL SCALE: NTS 1 PV-4 5" PV MODULE SEE (2/PV-4) FOR ENLARGED VIEW (E)SINGLE LAYER OF COMP SHINGLE2"X6" RAFTE R @ 16"O.C. IRONRIDGE XR10 RACKING SYSTEM END/MID CLAMP 5/16"x3.5" SS LAG BOLT WITH MIN 21 2" THREAD EMBEDMENT, SEALED PENETRATION PV MODULES 2"X6" RAFTER @ 16"O.C. (E)SINGLE LAYER OF COMP SHINGLE ALUMINUM FLASHING AL1070 COMPOSITION L-FOOT ATTACHMENTS EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-5 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A ELECTRICAL LINE DIAGRAM SERVICE INFO UTILITY PROVIDER: MAIN SERVICE VOLTAGE: MAIN PANEL BRAND: MAIN SERVICE PANEL: MAIN CIRCUIT BREAKER RATING: MAIN SERVICE LOCATION: SERVICE FEED SOURCE: 240V 125A (EXISTING) 100 A (EXISTING) UNDERGROUND SCE NORTH N/A SCALE: NTSPV-5 1 ELECTRICAL LINE DIAGRAM Tag # THWN-2 - Ground Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER) THWN-2 1 1 2 2 3 Bare Copper Ground (EGC/GEC) THWN-2 PV WIRE 10 AWG 8 AWG THWN-2 - Ground Description Wire Gauge # of Conductors/Color Conduit Type Conduit Size 10 AWG 6 AWG INTERIOR INTERIOR 8 AWG 8 AWG 6 (3V+, 3V-) 1 BARE 6 (3V+, 3V-) B/R 1 (GRN) 3 (1L1, 1L2, 1N) B/R/W 1 (GRN) EMT EMT EMT INTERIOR INTERIOR 3/4" 3/4" 3/4"EMT 3 INTERCONNECTION 120% RULE - NEC 705.12(D)(2) UTILITY FEED + SOLAR BACKFEED 100A + 50A = 150A BUSS RATING x 120% 125A x 120% = 150A (28)CANADIAN SOLAR CS3U 385MS 385W MODULES (1)STRING OF 10 MODULES & (2)STRINGS OF 9 MODULES CONNECTED IN SERIES. 3 L1 L2 L1 L2 N G AC DISCONNECT, 240V 60A, NON-FUSED, NEMA 3R OR EQUIVALENT, VISIBLE/LOCKABLE 'KNIFE' AC DISCONNECT N GENPHASE ENVOY 10A (N)125A ENPHASE IQ3-ES X-IQ-AM1-240-3-ES COMBINER BOX 3 BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/240V METER NO-222013-151354 NL2L1 M (E)MAIN SERVICE PANEL, 125A RATED, 240V G N 100A 50A/2P (N)50A/2P PV BREAKER AS FAR AS POSSIBLE FROM THE MAIN BREAKER GROUNDING ELECTRODE SYSTEM - + + + - + + + +- - - 2 - + - 1 3 ~ = ~ = ~ = ~ = ~ = JUNCTION BOX 600 V, NEMA 3 UL LISTED 1 28 - ENPHASE: IQ7PLUS-72-2-US (240V) MICROINVERTERS 15A - + - + + - + + + +- - - 2 - + - 1 3 ~ = ~ = ~ = ~ = ~ = 15A - + + + - + + + +- - - 2 - + - 1 3 ~ = ~ = ~ = ~ = ~ = 20A 9 10 2 8 9 8 9 3/4" (E)MAIN BREAKER TO HOUSE, 240V, 100A/2P, (TOP FED) EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-6 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A WIRING CALCULATIONS ELECTRICAL NOTES 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. 10.) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT PER NEC 310.15(B)(2)(c): + 22° EXPECTED WIRE TEMP (°C): 31 ° + 22° TEMP CORRECTION PER TABLE 310.15: 0.76 #OF CURRENT CARRYING CONDUCTORS: 6 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a): 0.80 CIRCUIT CONDUCTOR SIZE: 10 AWG CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): 1.25 X MAX AC OUTPUT CURRENT X # OF INVERTERS PER STRING STRING #1 : 1.25 X 1.21 X 10 = 15.13A STRING #2 & #3 : 1.25 X 1.21 X 9 = 13.61A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.15 TEMP CORR. PER NEC TABLE 310.15 X CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) X CIRCUIT CONDUCTOR AMPACITY = 0.76 X 0.80 X 40 = 24.32A EXPECTED WIRE TEMP (°C): 31 ° TEMP CORRECTION PER NEC TABLE 310.15: 0.96 CIRCUIT CONDUCTOR SIZE: 8 AWG CIRCUIT CONDUCTOR AMPACITY: 55A #OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL PER NEC 310.15(B)(2)(a): 1.00 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): 1.25 X OUTPUT CURRENT OF LOAD CENTER 1.25 X 1.21 X 28 = 42.35A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.15: TEMP CORR. PER NEC 310.15 X CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) X CIRCUIT CONDUCTOR AMPACITY = 0.96 X 1.00 X 55 = 52.8A AMBIENT TEMPERATURE SPECS AMBIENT TEMP (HIGH TEMP 2%) RECORD LOW TEMP 2° 31° CONDUIT HEIGHT 0.5" ROOF TOP TEMP 53° CONDUCTOR TEMPERATURE RATE 90° 0.5" INVERTER SPECIFICATIONS MANUFACTURER / MODEL #ENPHASE IQ7PLUS-72-2-US NOMINAL OUTPUT CURRENT 1.21A NOMINAL OUTPUT VOLTAGE 240 VAC NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT 4-6 7-9 10-20 PERCENT OF VALUES .80 .70 .50 SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL #CANADIAN SOLAR CS3U 385MS 385 (385W)MODULES VMP 40.2 IMP 9.58 VOC 48.0 ISC 10.09 MODULE DIMENSION 78.7"L x 39.1"W x 1.38"D (In Inch) AC CONDUCTOR AMPACITY CALCULATIONS: FROM ROOF TOP JUNCTION BOX TO IQ COMBINER BOX AC CONDUCTOR AMPACITY CALCULATIONS: FROM IQ COMBINER BOX TO MSP EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-7 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A PLACARDS NOTES AND SPECIFICATIONS: ·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. ·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. ·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. ·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. ·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. ·DO NOT COVER EXISTING MANUFACTURER LABELS. SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM DUAL POWER SUPPLY LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2019: 705.12(D)(3), NEC 2017: 705.12(D)(3), NEC 2011: 705.12(D)(4) DO NOT ADD LOADS PHOTOVOLTAIC SYSTEM COMBINER PANEL LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(D)(2)(3)(c), NEC 2017: 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) WARNING: PHOTOVOLTAIC POWER SOURCE LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2019: 690.31(G)(3), 690.31(G)(4), NEC 2017: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012: 605.11.1.4 ELECTRICAL SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LABEL LOCATION: INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF APPLICABLE). PER CODE(S): CEC 2019: 690.5(C), NEC 2017: 690.5(C), NEC 2011: 690.5(C) MAXIMUM AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 42.35 AMPS 240 VAC PHOTOVOLTAIC AC DISCONNECT LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54, NEC 2011: 690.54 THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED ELECTRICAL SHOCK HAZARD WARNING LABEL LOCATION: INVERTER(S), DC DISCONNECTS. PER CODE(S): CEC 2019: 690.35(F), NEC 2017: 690.35(F), NEC 2011: 690.35(F) ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING! LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2019: 690.17(E), NEC 2017: 690.17(E), NEC 2011: 690.17(4) DO NOT RELOCATE THIS OVERCURRENT DEVICE INVERTER OUTPUT CONNECTION LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(D)(2)(3)(b), NEC 2017: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) WARNING WARNING! WARNING ! WARNING! PHOTOVOLTAIC SYSTEM DISCONNECT TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: NEC 690.56(C)(1)(a), IFC 605.11.3.1(1) LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2019: 690.53, NEC 2017: 690.53, NEC 2011: 690.53 CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN UTILITY METER & MAIN SERVICE PANEL AC DISCONNECT INVERTER ! ! CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN (E)MAIN SERVICE PANEL (E)UTILITY METER (N)ENPHASE COMBINER BOX (N)AC DISCONNECT 27 1 3 S D I A M O N D S T EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-8 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A MICROINVERTER CHART 1-10 1 2 3 4 11-20 21-30 31-40 41-50 51-60 5 6 7 8 9 10 MICRO INVERTER CHART 27 1 3 S D I A M O N D S T EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 REV SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" DATE DESCRIPTION REVISIONS Signature with Seal PROJECT NAME & ADDRESS PV-9 PROJECT ID BE T T Y P U G H 27 1 3 S D I A M O N D S T , SA N T A A N A , C A 9 2 7 0 4 , U S A EQUIPMENT SPECIFICATION EVERGREEN SOLAR & CONSTRUCTION INC. ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE, CA 91325 (818) 324-9956 LIC # B&C 10-1067368 EXP: 07-31-2022 2713 S Diamond St - 2017674008/11/22 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 2713 S Diamond St - 2017674008/11/22 Expedited Permit Process for PV Systems — Micro-Inverter2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 2713 S Diamond St - 2017674008/11/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Micro-Inverter Site Plan EVERGREEN SOLAR & CONTRUCTION BETTY MILLOY PUGHROSHAWN HELMANDI 8728 ZELZAH AVE 2713 S DIAMOND ST SANTA ANA CA 92704 NORTHRIDGE CA 91325 9.74 2713 S Diamond St - 2017674008/11/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Micro-Inverter Electrical Diagram 2713 S Diamond St - 2017674008/11/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Contractor Name, Address and Phone: Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.2a SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO- INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNSSEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram EVERGREEN SOLAR & CONTRUCTION ROSHAWN HELMANDI 8728 ZELZAH AVE NORTHRIDGE CA 91325 BETTY MILLOY PUGH 2713 S DIAMOND ST SANTA ANA CA 92704 9.74 2713 S Diamond St - 2017674008/11/22 2713 S DIAMOND ST., SANTA ANA, CA 92704 PUGH, BETTY Prepared For: EVERGREEN SOLAR 8728 ZELZAH AVE. NORTHRIDGE, CA 91325 (818) 324-9956 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2019 / ASCE 7-16 2 - Wind: 95 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 3/1/2022 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 2713 S Diamond St - 2017674008/11/22 3/1/22, 5:15 PM ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=33.710953&lng=-117.9002295&address=2713 S Diamond St%2C Santa Ana%2C CA 92704%2C USA 1/2 Hazards by Location Search Information Address: 2713 S Diamond St, Santa Ana, CA 92704, USA Coordinates: 33.710953, -117.9002295 Elevation: 42 ft Timestamp: 2022-03-02T01:03:42.852Z Hazard Type: Wind ASCE 7-16 MRI 10-Year 66 mph MRI 25-Year 71 mph MRI 50-Year 77 mph MRI 100-Year 81 mph Risk Category I 89 mph Risk Category II 95 mph Risk Category III 102 mph Risk Category IV 106 mph ASCE 7-10 MRI 10-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 85 mph MRI 100-Year 91 mph Risk Category I 100 mph Risk Category II 110 mph Risk Category III-IV 115 mph ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area – in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the 42 ft Map data ©2022 Google, INEGI 2713 S Diamond St - 2017674008/11/22 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope = 22 ° Roof Shape Gable Tributary Width s = 4.00 ft Tributary Length l = 3.28 ft Effective Area A e = 13.12 ft2 Height of Structure h = 15 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 35 ft Building Length L = 45 ft Zone Width a = 3.5 ft Elevation Height zg = 42 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz = 0.85 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 16.65 psf Solar Array Pressure Equalization a = 0.79 Array Edge Factor E = 1.50 Zone GCp p = qz(GCp)(E)(a) 3 - - 3r 3.24 -63.66 3e 2.47 -48.50 2 - - 2r 2.47 -48.50 2e - - 2n 2.47 -48.50 1 - - 1' - - 2713 S Diamond St - 2017674008/11/22 LAG SCREW ANALYSIS Loads Wind Pressures qz = -48.50 psf Solar Panel Load QD = 3 psf Panel Length l = 6.558 ft Panel Width b 3.2583 ft Attachment Spacing s = 4 ft Portrait Tributary Area At = 13.12 ft2 Wind Load P W = qz * At = -636 lbs Dead Load P D = Q D * At = 39.35 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -358 lbs Landscape Tributary Area At = b * s = 6.5167 ft2 Wind Load P W = qz * At = -316 lbs Dead Load P D = Q D * At = 19.55 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -178 lbs Lag Screw Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch) Diameter of Lag Screw D = 5/16 in Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in Depth of Embedment lp = 2.50 in Total Nominal Withdrawal Value W = W * l p = 665 lbs Load Duration Factor CD = 1.6 Withdrawal Design Value W' = W * C D = 1064 lbs Demand Capacity Ratio DCR = Pa / W' = 0.34 < 1 OK 2713 S Diamond St - 2017674008/11/22 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope = 22 ° Roof Shape Gable Tributary Width s = 1.33 ft Tributary Length L = 34.25 ft Effective Area A = L ( MAX [ s , L/3] ) = 100 ft2 Height of Structure h = 15 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 35 ft Building Length L = 45 ft Zone Width a = 3.5 ft Elevation Height zg = 42 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz = 0.85 Velocity Pressure q z = 0.00256KzKztKdKeV 2 = 16.65 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p = q z [(GCp) - (Gcpi)] 3 - - 3r 1.80 -32.96 3e 1.66 -30.70 2 - - 2r 1.66 -30.70 2e - - 2n 1.66 -30.70 1 - - 1' - - 2713 S Diamond St - 2017674008/11/22 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter N A = Span : Orientation Lenght (ft) : Dead Load Roof Material:Q D = psf Live Load QLr = psf Wind Load p = psf Snow Load QS = psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape U W = Linear Dead Load wd = plf Live Load wLr = plf Start ft Start ft End ft End ft Snow Load ws = plf Start ft Start ft End ft End ft Ma, Moment D lb-ft D+Lr lb-ft D+S lb-ft 0.6D+0.6W lb-ft D+0.45W+0.75Lr lb-ft D+0.45W+0.75S lb-ft Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2 C M = 1 Ct = 1 Cr= CF = fb = psi Cfu =C i = Breadth b = in Depth d = in Section Modulus Sx = bd 2 / 6 = in3 Bending Stress Capacity Fb = C M * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015 Deflection Limit E = ksi I = in4 Transient Deflection in Transient Deflection Allowed > [OKAY] Total Deflection in Total Deflection Allowed > [OKAY] -30.70 DF-L No. 2 8 j lj (ft) pd,j (lbs) pw,j (lbs) ps,j (lbs) Portrait 1 4.1 39.4 -403 0.0 9.0 39.4 -403 -403 0.0 4 15.5 39.4 -403 0.0 0.0 11.00 11.00 11.00 0.00 1.25 Portrait 3 10.7 39.4 10.00 1 2 3 4 Eave 2 0.0 0.0 0.0 0.0 0.0 8 28.6 39.4 -402.7 0.0 7 23.8 39.4 -402.7 0.0 6 22.1 39.4 -403 0.0 Portrait 5 17.2 39.4 -403 0.0 13.3 26.7 0.0 0.0 0.0 0.0 0 0.0 Portrait 0 0.0 19.55 -200 0 0 0.0 0 3.25 0 0 0.0 Portrait 3.25 0.0 Portrait 0 0.0 0.0 AT (ft2) 13.117 6.5167 pd (lbs) 39.35 -403 p w (lbs) ps (lbs) 0 29.48 2X6 1.15 1.3 34.25 29.48 34.25 900 1.50 5.50 280 301 280 575 277 277 DCR 0.9 1211 psi D 445 psi 0.37 7.56 1346 CD Fb' = C D * F b ASD Load Ma * S x 1.15 1547 psi D+S 445 psi 0.29 OKAY OKAY 1.25 1682 psi D+Lr 477 psi 0.28 OKAY 1.6 2153 psi 0.179 736 120 1600 20.80 0.6D+0.6W 912 psi 0.42 OKAY 1.0 1 20 0.00 16 SHINGLE 0.171 770 180 1.6 2153 psi D+0.45W+0.75S 439 psi 0.20 OKAY 1.6 2153 psi D+0.45W+0.75Lr 439 psi 0.20 OKAY ൌ ሺ െ ሻ െ െ െ ‐800.0 ‐600.0 ‐400.0 ‐200.0 0.0 200.0 400.0 600.0 0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 2713 S Diamond St - 2017674008/11/22 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model CANADIAN SOLAR Panel Weight Wpanel = 49.6 lbs Number of Panels NPV = 28 Total PV System Weight W PV = Wpanel * NPV = 1389 lbs Existing Roof Weight Roof Weight QD =10.0 psf Building Length Lbuild =45 ft Building Width W build =35 ft Roof Area Abuild =1575 ft2 Building Perimeter Pbuild = 160 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Qint = 10 psf Roof Load Wfloor = Abuild * QD = 15750 lbs Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 17475 lbs Total Story Weight Wbuild = Wfloor + Wwall = 33225 lbs Percentage Weight Increase WPV / Wbuild = 4.18%< 10% OKAY 2713 S Diamond St - 2017674008/11/22 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3. Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7. Will the PV system be installed without using any ballast system or counter-weight system? 8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10. Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 2713 S. DIAMOND ST SANTA ANA CA 92704 EVERGREEN SOLAR & CONSTRUCTION INC. 1067368 X X X X X X X X X X ROSHAWN HELMANDI 3104888588 INFO@GOEVERGREENSOLAR.COM 06/03/2022 2713 S Diamond St - 2017674008/11/22