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MS <br />P <br />D <br />IN <br />V <br />1 2 <br />1'-6 <br />" <br />1 '-6" <br />1 '-6" <br />JB <br />278" <br />2.5 <br />" <br />MIN <br />OWNER <br />SHEET TITLE <br />SHEET NUMBER <br />PROJECT TITLE <br />JOBSITE ADDRESS <br />HUYNH <br />RESIDENCE <br />6.800 DC kW <br />6.252 KW CEC-AC RATING <br />STRING INVERTER SYSTEM <br />2229 <br />S LAURA LINDA LN <br />SANTA ANA, <br />CA 92704 <br />CONTRACTOR <br />TITAN SOLAR POWER CA INC <br />525 W BASELINE ROAD <br />MESA, AZ 8521 0 <br />(855) 729-7652 <br />WWW.TITANSOLARPOWER.COM <br />PROJECT ID# TSP145775 <br />DATE DESCRIPTION <br />REVISION <br />DATE <br />DRAWN1 0-23-22 <br />DESIGN BY: RD <br />CAD <br />F O R C A L I I N C . <br />SHELLEY V CALUAG <br />caGIorcali@Jmail.com <br />323-698-4207 <br />SP: Clean Skies Technologies <br />AS BUILT REVISION <br />LAYOUT CHANGE1 3-14-23 <br />A2 <br />MOUNTING <br />PLAN <br />38 TOTAL ATTACHMENTS <br />@ 4FT ON CENTER <br />(N) 3/4" EMT CONDUIT RUN <br />ABOVE ROOF OR UNDER <br />EAVES WHERE POSSIBLE <br />WIRING/CONDUIT RACEWAY <br /> WILL BE 7/8'' MINIMUM ABOVE THE <br />ROOFTOP <br />(N) 1 7 - Q.PEAK DUO BLK ML-G1 0+ 400 <br />HANWHA Q CELL MODULES WITH <br />P401 SOLAREDGE OPTIMIZERS <br />STRING A - 9 MODULES <br />STRING B - 8 MODULES <br />1 8 <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 />MOUNTING PLAN <br />SCALE: 3/32" = 1 ' <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 .1 2 48.50 1 7 359.05 824.50 <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 1 03.06 927.56 38 24.41 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 />359.05 2695 1 3.32 1 3.32 </= 33% = OK <br />ROOF INFORMATION <br />ROOF TYPE SOMP SHINGLE ROOF - 2 LAYERS <br />RAFTERS AND/OR TRUSS RAFTER SPACING (IN)ATTACHMENT <br />SPACING <br />2 X 4 24" OC 48" OC <br />FIRE ACCESS POINT AREA <br />NOT TO BE OVER ANY <br />DOORS, WINDOWS OR <br />OTHER OBSTRUCTIONS. <br />A <br />268° AZIMUTH <br />1 8.5° SLOPE <br />LEGEND <br />(E) EXISTING <br />(N) NEW <br />(P) PROPOSED <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 />JB <br />MSP <br />D <br />SP <br />INV <br />AC <br />M <br />x <br />(N) SE6000H-US (240V) <br />SETAPP SOLAREDGE HD INVERTER <br />(N) UPGRADE 225A MAIN <br />SERVICE PANEL <br />METER# 32201 0-1 1 5047 <br />(N) 60A AC DISCONNECT <br />FIRE ACCESS POINT AREA <br />NOT TO BE OVER ANY <br />DOORS, WINDOWS OR <br />OTHER OBSTRUCTIONS. <br />AA A A A A <br />A <br />AB B B B <br />B <br />B <br />B <br />B <br />1 8 <br />" <br /> FI <br />R <br />E <br /> <br />S <br />E <br />TBA <br />C <br />K <br />1 8 <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 />1 <br />7 <br />8 <br />° <br /> <br />A <br />Z <br />I <br />M <br />U <br />T <br />H <br />1 <br />8 <br />.2 <br />° <br /> <br />S <br />L <br />OP <br />E <br />MODULE <br />SIDE VIEW <br />EVEREST <br />CROSSRAIL 44-X <br />EVEREST SPLICE <br />FOOT X <br />NOTE: <br />MODULES WILL BE INSTALLED <br />FLUSHED TO EXISTING ROOF SLOPE <br />END CLAMP <br />ASSEMBLY <br />EVEREST K2 SOLAR <br />SEAL BUTYL PAD <br />ROOF ATTACHMENT DETAIL <br />SCALE: 2" = 1 '-0" <br />M5 X 60 LAG SCREWS <br />5/1 6" ‘ <br />2 LAGS PER ATTACHMENT <br />2.5" MIN EMBEDMENT <br />1 <br />STRUCTURAL ONLY <br />www.vincise.com <br />S T R U C T U R A L E N G I N E E R S <br />3.15.2023 <br />2229 S Laura Linda <br />Ln03/24/23