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RAMP RUN LANDINGBOTTOM <br />LANDING <br />LANDING <br />RAMP RUN <br />(A) STRAIGHT <br />(C) TOP LANDING <br />RAMP LANDINGS <br />RAMP <br />RUN <br />PROVIDE CURB OR BARRIER <br />EDGE PROTECTION, 4" HIGH. <br />EXTENDED FLOOR OR GROUND <br />SURFACE EDGE PROTECTION <br />72" MIN.60" MIN.60" MIN. <br />72 <br />" <br /> <br />M <br />I <br />N <br />. <br />12" MIN.12" MIN. <br />4" <br /> <br />M <br />I <br />N <br />. <br />AT LEAST AS WIDE AS RAMP RUN <br />OR <br />5' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B) CHANGE IN DIRECTION <br />5' - 0" MIN. <br />RAMP EDGE CONDITIONS <br />6" CONCRETE CURB AT <br />INSIDE OF TRASH <br />ENCLOSURE <br />6" CONCRETE SLAB <br />SLOPED TO DRAIN <br />CONCRETE <br />FOOTING PER <br />STRUCTURAL - <br />(4) #5 CONT T&B <br />ASHPALT WALK <br />PER SITE PLAN <br />8" CONCRETE <br />BLOCK WALL <br />W/ #4 AT 16" <br />OC EA WAY <br />6' <br /> <br />- <br /> <br />8 <br />" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />(2) #5 CONT <br />3" <br /> <br />M <br />I <br />N <br /> <br />T <br />Y <br />P <br />26 <br />" <br /> <br />L <br />A <br />P <br />2" <br /> <br />C <br />L <br />R <br /> <br /> <br />1 <br />' <br /> <br />- <br /> <br />2 <br />" <br />3" <br /> <br />C <br />L <br />R <br />3' - 0" <br />3" CLR 3" CLR <br />#5 @ 8" OC <br />TRANS BARS T&B <br />W/ STD HOOK <br />CONCRETE BLOCK <br />2 -#4 VERT. BARS CONTINUOUS <br />INTO FOOTING <br />3-#4 BARS WELDED TO STEEL <br />CHANNEL & SPACED EQUALLY <br />VERTICALLY <br />STEEL CHANNEL -EXTEND 12" <br />INTO FOOTING <br />HINGE WELDED TO CHANNEL <br />CORRUGATED SHEET METAL <br />WELDED TO FRAME <br />1" X 4" ANGLE IRON FRAME <br />1' <br /> <br />- <br /> <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />15 <br />' <br /> <br />- <br /> <br />0 <br />" <br />5' <br /> <br />- <br /> <br />5 <br />" <br />5' - 0"12' - 5"14' - 10" <br />5' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />4 <br />" <br />4' - 0" <br />1% MAX SLOPE <br />1% <br /> <br />M <br />A <br />X <br /> <br />S <br />L <br />O <br />P <br />E <br />2' - 3" <br />0' - 0" <br />TREX DECK <br />ACCESS HATCH <br />9 <br />A0-3.1 <br />10 <br />A0-3.1 <br />RETRACTABLE FABRIC <br />CANOPY ON GUIDE -BASED <br />ON SHADEFX -COLOR PER <br />SPECIFCATIONS <br />EXPOSED WOOD BEAMS - <br />PAINTED <br />3 <br />A0-3.1 <br />WOOD BEAM PER <br />STRCTURAL <br />RETRACTABLE FABRIC <br />CANOPY ON GUIDE - <br />BASED ON SHADEFX - <br />COLOR PER <br />SPECIFCATIONS <br />14 <br />' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />27' - 10" <br />WOOD JOIST PER <br />STRUCTURAL <br />4X4 WOOD COLUMN <br />WOOD BEAM PER <br />STRCTURAL <br />1' <br /> <br />- <br /> <br />6 <br />" <br />IF OVER 8' PROVIDE HEAVY DUTY WHEEL AT END OF EACH GATE <br />DIMENSION AS SHOWN ON PLANS <br />4" <br /> <br />T <br />Y <br />P <br />. <br />ANGLE IRON FRAME -PAINTED <br />CORRUGATED SHEET METAL - <br />PAINTED <br />6X6 POST <br />SLIDE BOLTS AT TOP AND <br />BOTTOM OF EACH LEAF TYP. <br /> <br /> <br />6 <br />' <br /> <br />- <br /> <br />0 <br />" <br />EQ EQ <br />NEW CMU WALL <br />NEW CMU WALL <br />CONCRETE FLOOR -SLOPED TO <br />DRAIN <br /> <br /> <br />6 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />6" <br />SPLIT FACE BLOCK FINISH <br />6"4' - 11 1/2"6"4' - 11 1/2"6" <br />GALVANIZED METAL ROOFING <br />DIMENSION AS SHOWN ON PLANS <br />6X6 POST <br />RAILING <br />EXISTING <br />CONCRETE <br />VA <br />R <br />Y <br />EXISTING WOOD <br />STUD WALL <br />PLYWOOD <br />SHEATHING <br />GROUND FLOOR <br />0' -0" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />TREX POST <br />CAP -WHITE <br />TREX POST <br />SLEEVE - <br />WHITE <br />TREX BOTTOM <br />RAIL -WHITE <br />FLOOR JOIST <br />PER <br />STRCTURAL <br />4' - 0" <br />FINISH <br />FLOORING <br />TREX <br />BOARDS <br />GROUND FLOOR <br />0' -0" <br />42 <br />" <br /> <br />M <br />I <br />N <br />. <br />2X4 WOOD <br />TOP RAIL <br />2X2 WOOD <br />BALUSTER <br />(TYP.) <br />4" MAX. <br />4X4 WOOD <br />POST <br />TYPICAL <br />4'-0" O.C 4' - 0"4' - 0"4' - 0"4' - 0"12" MIN. <br />POST CAP <br />PAINTED TO MACH <br />THE RAILING PAINT 2X4 WOOD <br />BOTTOM RAIL <br />TREX DECKING.TYP <br />FLOOR JOIST PER <br />STRICTURE <br />A0-3.1 <br />13 <br />RAILING <br />POST CAP <br />PAINTED TO <br />MATCH THE <br />RAILING COLOR <br />TREX POST <br />SLEEVE - <br />WHITE <br />BOTTOM RAIL <br />FLOOR JOIST PER <br />STRCTURAL <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />AEXP. 05/31/25 <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />WD PROJ. # DRAWN BY: CHECKED DATE <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />REVISIONS: <br />23411 Yas Josh <br />SITE DETAILS <br />A0-3.1 <br />FO <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />PLAN CHECK -10/23/2023 <br />2/18/25 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />914, 916, 918 N BEWLEY <br />STREET <br />SANTA ANA, CA 92703 <br />1/4" = 1'-0" <br />RAMP REQUIREMENTS 2 <br />3/4" = 1'-0" <br />CMU WALL SECTION 8 <br />3" = 1'-0" <br />TRASH ENCLOSURE GATE CONNECTION 19 <br />1/4" = 1'-0" <br />RAMP PLAN 1 <br />3" = 1'-0" <br />CANOPY DETAIL 3 <br />3/8" = 1'-0" <br />CANOPY ENLARGED PLAN 11 <br />1/2" = 1'-0" <br />GATE ELEVATION - PLANNING - A0-3.1 4 <br />1/2" = 1'-0" <br />TRASH ENCLOUSER - SIDE ELEVATION 16 <br />3/4" = 1'-0" <br />RAMP - SECTION 9 <br />NOT TO SCALE <br />RAMP SECTION 10 <br />1" = 1'-0" <br />RAILING WOOD POST 13 <br />1 PLAN CHECK CORRECTIONS 02/18/2025 <br />2 PLAN CHECK CORRECTIONS 03/14/2025 <br />NOT USED <br />NOT USED <br />2 <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025