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REVISIONS: <br />2. <br />4 <br />0 <br />0 <br /> <br />k <br />W <br /> <br />( <br />D <br />C <br />) <br /> <br />/ <br /> <br />2 <br />. <br />1 <br />6 <br />9 <br /> <br />k <br />W <br /> <br />( <br />C <br />E <br />C <br />- <br />A <br />C <br />) <br />PH <br />O <br />T <br />O <br />V <br />O <br />L <br />T <br />A <br />I <br />C <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />15 <br />1 <br />0 <br /> <br />N <br /> <br />B <br />E <br />W <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />UN <br />I <br />T <br /> <br />2 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />AP <br />N <br />: <br /> <br />1 <br />9 <br />8 <br />0 <br />9 <br />1 <br />2 <br />6 <br />DA <br />T <br />E <br />: <br />12 <br />. <br />2 <br />9 <br />. <br />2 <br />0 <br />2 <br />2 <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />ZM <br />Co <br />n <br />t <br />r <br />a <br />c <br />t <br />o <br />r <br />s <br /> <br />S <br />i <br />g <br />n <br />a <br />t <br />u <br />r <br />e <br />: <br />PR <br />E <br />M <br />I <br />E <br />R <br /> <br />B <br />U <br />I <br />L <br />D <br />E <br />R <br />S <br /> <br />& <br /> <br />H <br />A <br />R <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />I <br />N <br />C <br />88 <br />3 <br />2 <br /> <br />L <br />A <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />GA <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />4 <br />1 <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />4 <br />6 <br />7 <br />- <br />9 <br />0 <br />1 <br />8 <br />LI <br />C <br />E <br />N <br />S <br />E <br />: <br /> <br /># <br />9 <br />9 <br />5 <br />0 <br />6 <br />8 <br /> <br />/ <br /> <br />B <br />, <br /> <br />C <br />5 <br />3 <br />R1 01.06.2023 (MED) <br />R2 01.26.2023 (MED) <br />R3 02.02.2023 (MED) <br />1 <br />2 <br />3 <br />Page <br />SHEET 24x36 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />PL <br />O <br />T <br /> <br />P <br />L <br />A <br />N <br />BUILDING SPECIFICATIONS <br />TYPE:A.D.U <br />STORIES: 1 <br />BUILDING HEIGHT(FT.): 12 <br />BUILDING(SQ.FT):759 <br />ROOF SLOPES(°):18 <br />ROOF FRAME MEMBER: 2X6 RAFTER <br />O.C. SPACING(IN.):16 <br />MAX SPAN:8'-0" IN BETWEEN SUPPORTS <br />MIN LAG BOLT <br />EMBEDMENT(IN.):2-1/2 <br />MOUNTING AND STANDOFF <br />SPECIFICATIONS <br />ROOFING MATERIAL:SINGLE LAYER COMP <br />RACKING SYSTEM:IRONRIDGE <br />STANDOFF DISTANCE(IN.): 48 <br />MOUNTING TYPE: FLUSH MOUNT <br />TILT LEG HEIGHT (IN.): N/A <br />HEIGHT OF PV MODULE <br />ABOVE ROOF SURFACE:3" TO 5" <br />MAX CANTILEVER (IN.): 24 <br />SYSTEM SPECIFICATIONS <br />SIZE(kW):2.400 <br />MODULE:(6) URE SOLAR <br />FBM400MFG-BB <br />INVERTER(S):(6) ENPHASE IQ7PLUS-72-2-US <br />INVERTER TYPE:MICRO-INVERTER <br />STRING SCHEDULE:1 CIRCUIT(S) OF 6 MODULES <br />SYSTEM WEIGHT(LBS): 317.04 <br />ARRAY AREA(SQ.FT):126.08 <br />ARRAY AZIMUTH(°):90 <br />LBS/SQ.FT:2.51 <br />03 OF 11 <br />ROOF MOUNTED NOTES: <br />ADDITIONAL BUILDING DATA <br />TOTAL ARRAY AREA (SQ. FT.):126.08 <br />TOTAL PLAN VIEW ROOF AREA (SQ. FT.):759 <br />OCCUPYING PV PERCENTAGE:16.61% <br />SPRINKLER SYSTEM INSTALLED (IFC 903.3.1.3)NO <br />- SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED <br /> ON RESIDENTIAL STRUCTURE (GROUP R3 BUILDINGS). <br />-THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM <br /> THE LOCAL JURISDICTION AND THE UTILITY IS OBTAINED. <br />-A 36-INCH WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY <br />ESCAPE AND RESCUE OPENING(S). <br />-IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE <br /> GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY <br /> TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. <br />R324.6.1 Pathways <br />R324.6.2 Setback at ridge <br />R324.6.2.1 Alternative setback at ridge <br />Exceptions: <br />1. These requirements shall not apply to structures designed and <br />constructed in accordance with the International Residential Code. <br />2. These requirements shall not apply to roofs with slopes of 2 <br />units vertical in 12 units horizontal or less. <br />ROOF ACCESS POINTS PER <br />2022 CRC, R324 (IFC 1204)3 <br />A/ <br />C D. <br />MS <br />P <br />JB <br />N <br />S <br />EW <br />Scale: 1/4" = 1'-0" <br />(For 24x36 Print) <br />COUNTY ELECTRONIC STAMP <br />(N) 30A AC DISCONNECT <br />2P - NON FUSIBLE <br />(E) 125A MAIN SERVICE PANEL <br />120/240VAC SINGLE PHASE <br />CONDUCTOR RUN IN-ATTAC <br />NEMA 3R JUNCTION BOX <br />(N) SUPPORT RAILS (TYP.) <br />(E) ROOF FRAMING CENTERLINE <br />(N) TYP. ATTACHMENT POINT <br />(22) IN TOTAL <br />(E) <br />A.D.U <br />3FT-WIDE <br />FIRE PATHWAY <br />DC WIRING INSIDE A BUILDING MUST BE <br />IN METALLIC TYPE RACEWAYS, <br />CONDUITS, ENCLOSURES, OR CABLE <br />SHEATHINGS, CEC 690.31(D) <br />RACEWAYS IN ENCLOSED PORTIONS <br />OF THE BUILDING MUST RUN ALONG <br />BOTTOM OF LOADBEARING MEMBERS, <br />CRC R324.7.2.7 <br />3'3' <br />1'-6" 1'-6" <br />3' <br />1510 N Bewley St <br />Unit #202/13/23