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10" <br />5'-7" <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 />JB <br />8' <br />- <br />5 <br />" <br />18 <br />' <br />- <br />8 <br />" <br />8' <br />- <br />5 <br />" <br />9'-0"11'-2"9'-8" <br />1' <br />- <br />6 <br />" <br />5" <br />1621 S DIAMOND ST <br />UNIT 2 SANTA ANA, CA 92704 <br />DIAMOND ADU PV-2 <br />DATE: 11/10/2025 REV B <br />AHJ: <br />APN: 40824215 <br />SANTA ANA CITYSCALE: <br />SHEET SIZE: 11" x 17" <br />TEMPLATE V2.0 <br />PREPARED BY: <br />HIGH LINE DESIGNS <br />SCOTT TOYAMA <br />HUY THIEU NGUYEN <br />C10 #833971 3/16" = 1'-0" <br />ROOF PLAN <br />& MODULES <br />PV ROOF COVERAGE <br />(E) PV <br />AREA <br />[SQ FT] <br />(N) PV <br />AREA <br />[SQ FT] <br />TOTAL PV <br />AREA [SQ FT] <br />TOTAL <br />ROOF AREA <br />[SQ FT] <br />PERCENTAGE <br />COVERED BY <br />PV <br />0 160.26 160.26 937.17 17% <br />ROOF DESCRIPTION <br />ROOF ROOF <br />TILT AZIMUTH ROOF MATERIAL RAFTER <br />SIZE <br />RAFTER <br />SPACING <br /> MAX <br />RAFTER <br />SPAN <br />#1 18° 180°COMP SHINGLE 2" X 6"16" O.C. 7'-0" <br />#2 18° 270°COMP SHINGLE 2" X 6"16" O.C. 7'-0" <br />LEGEND <br />JB - JUNCTION BOX <br />- RAFTER OR TRUSS <br />- ROOF OBSTRUCTION <br />- ROOF ATTACHMENT <br />- 36" FIRE SETBACKS / <br />PATHWAYS <br />- ACCESS POINTX <br />S DIAMOND ST <br />(08) LONGI LR5-54HPB-400M MODULES WITH <br />(08)TIGO TS4-A-F RAPID SHUTDOWN <br />(N) IRONRIDGE XR10 RAIL <br />(16) IRONRIDGE FLASHFOOT 2 ATTACHMENTS <br />WITH MAX 64" O.C. SPAN <br />(N) EMT CONDUIT <br />ROOF #1 <br />(E) MAIN SERVICE PANEL <br />(RAPID SHUTDOWN INITIATION DEVICE) <br />(E) UTILITY METER <br />(N) GROWATT MIN 6000TL-XH-US INVERTER <br />(INTEGRATED DC DISCONNECT) <br />X <br />W <br />P <br />O <br />M <br />O <br />N <br />A <br /> <br />S <br />T <br />X <br />(N) NON-FUSED AC DISCONNECT <br />X <br />ROOF #2 <br />STARS CONSTRUCTION SERVICES INC <br />6022 WESTERN AVE <br />BUENA PARK, CA 90621 <br />714.262.3929 <br />1. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE FRAMING <br />SIZES, SPACINGS, AND SPANS NOTED IN THE STAMPED PLANS AND ACCOMPANYING <br />CALCULATIONS AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR <br />TO STARTING CONSTRUCTION. <br />2. THESE PLANS ARE STAMPED FOR STRUCTURAL CODE COMPLIANCE OF THE ROOF <br />FRAMING SUPPORTING THE PROPOSED PV INSTALLATION REFERENCED ONLY. THESE <br />PLANS ARE NOT STAMPED FOR WATER LEAKAGE. PV MODULES, RACKING, AND <br />ATTACHMENT COMPONENTS MUST FOLLOW MANUFACTURER GUIDELINES AND <br />REQUIREMENTS. <br />3. PLEASE SEE THE ACCOMPANYING STRUCTURAL CALCULATIONS REPORT FOR DETAILS <br />REGARDING CALCULATIONS AS WELL AS LIMITS OF SCOPE OF WORK AND LIABILITY.