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MS <br />P <br />JB <br />3' <br />SP <br />1 <br />2 <br />3' <br />D <br />1 <br />8 <br />" <br />3'3' <br />±4 <br />" <br />2. <br />5 <br />" <br />MI <br />N <br />±4 <br />" <br />2. <br />5 <br />" <br />MI <br />N <br />A2 <br />MOUNTING <br />PLAN <br />SHEET TITLE <br />SHEET NUMBER <br />PROJECT TITLE <br />JOBSITE ADDRESS <br />GUERRA <br />RESIDENCE <br />1 035 <br />W WALNUT ST <br />SANTA ANA, CA <br />92703 <br />CONTRACTOR <br />SIGNATURE OF LICENSE HOLDER <br />1 0.800 DC kW <br />SYSTEM <br />9.730 CEC AC RATING <br />MICRO INVERTER SYSTEM <br />DATE DESCRIPTION <br />REVISION <br />DATE <br />DRAWN <br />DESIGN BY: LG/SC <br />CAD <br />F O R C A L I I N C . <br />SHELLEY V CALUAG <br />cadforcali@gmail.com <br />323-698-4207 <br />08-08-22 <br />3857 FOOTHILL BLVD <br />GLENDALE, CA, 91 21 4 <br />EMAIL: INFO@MAGICSOLAR.NET <br />PHONE: (81 8) - 388 - 5478 <br />MAGIC SUN POWER INC <br />dba MAGIC SOLAR ELECTRIC <br />LIC# 999485 <br />B & C1 0 <br />PROJECT NAME <br />MOUNTING PLAN <br />SCALE: 3/32" = 1' <br />50 TOTAL <br />ATTACHMENTS @ <br />6FT OC MAX <br />FIRE ACCESS POINT <br />(NOT TO BE OVER <br />ANY DOORS, <br />WINDOWS OR OTHER <br />OBSTRUCTIONS) <br />(N) 3/4" EMT CONDUIT RUN <br />ABOVE ROOF OR UNDER EAVES <br />WHERE POSSIBLE <br />WIRING/CONDUIT RACEWAY <br /> WILL BE 7/8'' MINIMUM ABOVE THE ROOFTOP <br />PER CEC 31 0.1 5(B)(3)(C) <br />1 <br />8 <br />0 <br />° <br /> <br />A <br />Z <br />I <br />M <br />U <br />T <br />H <br />1 <br />9 <br />° <br /> <br />S <br />L <br />O <br />P <br />E <br />(E) 200A AMP MAIN <br />SERVICE PANEL <br />(N) 27 - Q.PEAK DUO BLK ML-G10+400 <br />HANWHA Q.CELL MODULES WITH <br />(N) 27 - IQ8PLUS-72-2-US (240V) [SI1] <br />ENPHASE MICRO INVERTERS <br />CIRCUIT A - 9 MODULES <br />CIRCUIT B - 9 MODULES <br />CIRCUIT C - 9 MODULES <br />(N) X-IQ-AM1-240-4 <br />ENPHASE IQ COMBINER <br />BOX <br />(N) 60A AC <br />DISCONNECT FIRE ACCESS POINT <br />(NOT TO BE OVER <br />ANY DOORS, <br />WINDOWS OR OTHER <br />OBSTRUCTIONS) <br />270° AZIMUTH <br />1 9° SLOPE <br />90° AZIMUTH <br />1 9° SLOPE <br />18" FIRE SETBACK <br />3' <br /> <br />F <br />I <br />R <br />E <br /> <br /> P <br />A <br />T <br />H <br />W <br />A <br />Y <br />3' FIRE PATHWAY3' FIRE PATHWAY <br />2X10 <br />RAFTERS @ <br />24" OC <br />2X10 <br />RAFTERS @ <br />24" OC <br />2X6 RAFTERS <br />@ 16" OC <br />18 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br /> S <br />E <br />T <br />B <br />A <br />C <br />K <br />18 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br /> S <br />E <br />T <br />B <br />A <br />C <br />K <br />A A <br />A A <br />A A <br />A <br />A <br />A <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />BC C C C C C <br />C C C <br />SOLAR PANEL DEAD WEIGHT CALCULATION <br />MODULE HANWHA Q CELLS <br />WIDTH (IN) LENGTH (IN) AREA (SQFT) WEIGHT (LBS) QTY <br />TOTAL <br />MODULE <br />AREA <br />TOTAL <br />MODULE <br />WEIGHT <br />41.1 74.00 21.12 48.50 27 570.26 1309.50 <br />RACKING IRONRIDGE <br />RACKING <br />WEIGHT <br />LBS/LNFT <br />MOUNTING <br />SYSTEM <br />WEIGHT <br />TOTAL <br />SYSTEM <br />WEIGHT <br />TOTAL <br />ATTACHMENT <br />POINTS <br />POINT <br />LOAD <br />CALCS <br />DISTRIBUTED LOAD <br />CALCULATION <br />.75 163.69 1473.19 50 29.46 2.58 PSF <br />NOTE: THE POINT LOADING AND DISTRIBUTED LOADING SHOULD BE MAX 5 LBS/FT2 <br />ROOF COVERAGE <br />TOTAL <br />MODULE <br />AREA <br />ROOF FACE <br />AREA (SQFT) <br />ROOF <br />COVERAGE COMPLIANCE WITH R324.6.2 SET BACK AT RIDGE <br />570.26 2028 28.12 28.1 2 </= 33% = OK <br />ROOF INFORMATION <br />ROOF TYPE COMP SHINGLE - 2 LAYERS <br />RAFTERS AND/OR TRUSS RAFTER SPACING (IN)ATTACHMENT <br />SPACING <br />2 X 6 - BACK 16" OC 72" OC <br />2 X 6 - FRONT 24" OC 72" OC <br />LEGEND <br />(E) EXISTING <br />(N) NEW <br />(P) NEW <br />CONDUIT RUN <br />VIF VERIFY IN FIELD <br />JUNCTION BOX <br />MAIN SERVICE PANEL <br />AC COMBINER <br />INVERTER <br />AC DISCONNECT <br />SUBPANEL <br />SOLAR METER <br />FIRE ACCESS POINTS <br />FIRE PATHWAY/SETBACKS <br />x <br />JB <br />MSP <br />D <br />SP <br />INV <br />AC <br />M <br />ROOF ATTACHMENT DETAIL <br />SCALE: 1 1/2" = 1' <br />FRONT VIEW <br />SIDE VIEW <br />SOLARMOUNT <br />LIGHT RAIL <br />UNIRAC <br />FLASHLOC BASE <br />ITEM#004085 <br />5/1 6" Ø SS LAG BOLT <br />W/ SS EPDM BONDED WASHER <br />1 LAG PER ATTACHMENT <br />2.5" MIN EMBEDMENT <br />EXISTING <br />RAFTERS <br />MODULE <br />ROOF <br />SHEATHING <br />SOLARMOUNT <br />LIGHT RAIL <br />5/1 6" Ø SS LAG BOLT <br />1 LAG PER ATTACHMENT <br />2.5" MIN EMBEDMENT <br />MODULE <br />ROOF <br />SHEATHING <br />UNIRAC <br />FLASHLOC BASE <br />ITEM#004085 <br />NOTE: <br />MODULES WILL BE INSTALLED <br />FLUSHED TO EXISTING ROOF SLOPE <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2022-3515 Structural Only <br />August 31, 2022 <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-23 <br />72” <br />Max Attachment Span <br />48 <br />” <br />Ma <br />x <br /> <br />R <br />a <br />i <br />l <br /> <br />S <br />p <br />a <br />n <br />RACKING DETAILS <br />NOTE: <br />Engineer of Record assumes that all structural components of the existing <br />building were permitted and met the requirements of the Building Code at <br />the time of construction. Solar Contractor shall field verify that the roof <br />framing is in its existing permitted condition and capable of supporting <br />required live loads. Framing specified on solar plans shall be assumed to be <br />minimum size and spacing, actual framing may be different. <br />(1) 5/16" x 3.5" SS LAG SCREWS <br />WITH 2.5" MIN EMBEDMENT <br />INTO WOOD <br />(1) 5/16" x 3.5" SS LAG <br />SCREWS WITH 2.5" MIN <br />EMBEDMENT INTO WOOD <br />1035 W Walnut St <br />10/24/22