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SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />11" X 17" <br />SIGNATURE WITH SEAL <br />PROJECT NAME & <br />ADDRESS <br />A1.0 <br />DATE: 1/17/2024 <br />11 <br />0 <br />5 <br /> S <br />K <br />A <br />R <br />E <br />N <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br />, <br />92 <br />7 <br />0 <br />4 <br />JO <br />R <br />G <br />E <br /> <br />M <br />A <br />G <br />A <br />L <br />L <br />O <br />N <br /> R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />DESCRIPTION DATE REV <br />REVISIONS <br />INITIAL DESIGN 1/17/2024 00 <br />LEVION CONSTRUCTION LLC <br />2020 IOWA AVE SUITE 103, <br />RIVERSIDE, CA 92507 <br />CONTRACTOR LIC#: #1096696 <br />PHONE #: 951-554-2201 <br />GENERAL B <br />ZACHARY WINGER <br />SITE PLAN <br />MODULE, ARRAY WEIGHT (LOAD CALC'S) <br />Number of Modules 11 EACH <br />Module Weight 49.4 LBS <br />Total Module (Array) Weight 543.40 LBS <br />Number of Attachment point 22 EACH <br />Mounting System Weight <br />(Per Module)1.5 LBS <br />Mounting System Weight 33 LBS <br />Total System Weight <br />(Total Module Weight + Mounting System Weight)576.4 LBS <br />Weight at Each Attachment Point <br />(Array Weight / Number of Attachment Point)24.70 LBS <br />Module Area (67.80"x44.60")20.99 SqFt <br />Total Array Area 230.89 SqFt <br />Distributed Load <br />(Total System Weight / Total Array Area)2.50 Per SqFt <br />Total Roof Area 1455 SqFt <br />EXISTING SOLAR AREA 0 SqFt <br />TOTAL SOLAR AREA 231 SqFt <br />Total Percentage or Roof Covered <br />Total Array Area / Total Roof Area)*100 15.87 % <br />= ATTACHMENT POINTS <br />= RAFTERS <br />= RACKING SYSTEM <br />= EXTERIOR RUN <br />= CONDUIT ROOF TOP JUNCTION BOX <br />SYSTEM LEGEND <br />M <br />AC <br />C <br />NEW PHOTOVOLTAIC UTILITY DISCONNECT SWITCH. <br />NEW DEDICATED PV SYSTEM COMBINER PANEL. <br />= ROOF OBSTRUCTIONS <br />= FIRE PATHWAY <br />NEW EXTERIOR MAIN SERVICE PANEL TIED TO <br />EXTERIOR UTILITY METER. <br />11 NEW CANADIAN SOLAR CS6R-400MS-HL [BLK] <br />BLACK MODULES WITH 11 NEW ENPHASE ENERGY <br />IQ8PLUS-72-2-US [240V] MICRO-INVERTERS, <br />MOUNTED ON THE BACK OF EACH MODULES. <br />ROOF SECTIONS <br />SCALE: 3/32" = 1'-0" <br />1 SITE PLAN <br />A1.0 <br />ROOF #01 MODULE - 02 <br />SLOPE - 14° <br />AZIMUTH - 180° <br />MATERIAL - COMP SHINGLES <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />S NEW SUB PANEL. <br />NOTE: CONTRACTOR IS RESPONSIBLE ON WATER <br />PROOFING AND TO FIELD VERIFY ALL ASSUMPTIONS <br />LISTED ON THE PLANS PRIOR TO INSTALLATIONS. <br />NOTE: THE DESIGN WIND PRESSURES FOR ROOF TOP <br />SOLAR PANELS LOCATED ON ENCLOSED OR <br />PARTIALLY ENCLOSED BUILDINGS OF ALL <br />HEIGHTS,WITH PANELS PARALLEL TO THE ROOF <br />SURFACE,WITH A TOLERANCE OF 2°AND WITH A <br />MAXIMUM HEIGHT ABOVE THE ROOF SURFACE,H2,NOT <br />EXCEEDING 10IN.A MINIMUM GAP OF <br />0.25IN.(6.4MM)SHALL BE PROVIDED BETWEEN ALL <br />PANELS,WITH THE SPACING OF GAPS BETWEEN <br />PANELS NOT EXCEEDING 6.7FT(2.04M).IN ADDITION,THE <br />ARRAY SHALL BE LOCATED AT LEAST 2*H2 FROM THE <br />ROOF EDGE,A GABLE RIDGE,OR A HIP RIDGE. <br />1 STORY HOUSE <br />ROOF MATERIAL - COMP SHINGLES <br />N <br />11 <br />0 <br />5 <br /> S <br />K <br />A <br />R <br />E <br />N <br /> <br />A <br />V <br />E <br />FR <br />O <br />N <br />T <br /> <br />O <br />F <br /> <br />H <br />O <br />U <br />S <br />E <br />SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN <br />= ENPHASE BATTERYEB <br />M <br />TH <br />E <br /> <br />M <br />A <br />X <br />I <br />M <br />U <br />M <br /> <br />G <br />A <br />P <br /> <br />B <br />E <br />T <br />W <br />E <br />E <br />N <br />MO <br />U <br />N <br />T <br />I <br />N <br />G <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />I <br />S <br /> <br />7 <br />2 <br />" <br />ESS EQUIPMENT SHALL BE LOCATED 3' FROM ALL <br />WINDOWS AND DOORS DIRECTLY ENTERING THE HOME <br />. <br />72 <br />" <br />ESS NOT SUBJECT TO VEHICULAR IMPACT <br />PV SYSTEM SHALL NOT OBSTRUCT OR INTERFERE <br />WITH THE FUNCTION OF VENTS OR MECHANICAL <br />EQUIPMENT; MIN 6”SEPARATION REQUIRED (CMC <br />304.1, CPC 906, SPG PART 5 SECT. 8), OR ENGINEER <br />DESIGN IS REQUIRED (CPC 301.5). <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 />36" <br /> <br />P <br />A <br />T <br />H <br />W <br />A <br />Y <br />18" FIRE SETBACK <br />18" FIRE SETBACK <br />18" <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 />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 />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 />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />36" PATHWAY <br />EB <br />AC <br />C <br />ROOF #01 <br />RO <br />O <br />F <br /> <br /># <br />0 <br />2 <br />RO <br />O <br />F <br /> <br /># <br />0 <br />3 <br />ROOF #02 MODULE - 04 <br />SLOPE - 14° <br />AZIMUTH - 90° <br />MATERIAL - COMP SHINGLES <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />ROOF #03 MODULE - 05 <br />SLOPE - 14° <br />AZIMUTH - 90° <br />MATERIAL - COMP SHINGLES <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />= IQ CONTROLLERIQ <br />RSD = RAPID SHUTDOWN SWITCH <br />SIQ <br />RSD NOTE- RSD WITHIN 3' OF <br />MAIN SERVICE PANEL <br />1105 S Karen Ave <br />8/22/2024