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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />i <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />Ir — - <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Y <br />I <br />a <br />SPACING REQUIREMENTS <br />Q <br />m <br />° <br />_^ v— <br />s. <br />` <br />f <br />_c GARAGE DOOR <br />^ <br />W <br />W <br />v, �T °^, <br />/ RECESS <br />7�7 <br />C� <br />QI <br />.s. FM <br />° <br />g 5 <br />R <br />CL i <br />8" CMU WALL <br />O <br />8" CMU WALL <br />> . p CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W <br />w = <br />e" <br />O�, <br />+- 7-a <br />IN FOUNDATION WITH 30" LEG EACH <br />"'lll <br />W �1 <br />.8vil <br />WAYAT ALL CHANGES IN DIRECTIONSMATCH <br />AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° EE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB �_-° ER (1STORY) <br />N3 18" <br />° <br />EXT. PORCH SLAB <br />-ESI.° <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />w <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />Zip, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE - <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/T ISOLATION <br />(1STORY) <br />Ilg� 6" CHAMFER (2-STORY) <br />.: <br />0•_0" <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />•' i� EESCHEDULE <br />i 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />Yv <br />AND BAR QUANTITY • <br />AND BAR QUANTITY <br />NUMBER OF BARS oe. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:3/4' 1'-a' <br />2 scALE 3/4"=T-0 <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'•0" <br />SCALE: 3l4"=1'-0" <br />Z <br />(1)#5 REBAR VERTICALLY W/ CONC. <br />Q U <br />POURED CELL <br />LAP TOP PLATE A MIN, OF 48' <br />_71 <br />J <br />8.. CMU <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />WS <br />NAILS, 2-Rp,V'OIC BTM. <br />OF WALL W PLAN#4 <br />A <br />REBAR �24" O.C. � CENTER OF <br />LAP TO CUR OVER STUD <br />5 <br />i 04 <br />SLAB <br />ILL <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />K <br />Z W> <br />WALL W/ SYP No 2 6TUDS SEE <br />Cl <br />OO <br />O rg <br />a I <br />PLANS FOR SPACING. SINGLE <br />'\-- <br />I 1 <br />j N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />3 <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />W/10d <br />2" CAPPED <br />CL I EPDXY. MIN. EMBED <br />SLAB MASONRY <br />GALVANIZED PIPE <br />- UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE 0 BASE <br />-/ <br />Q O FOLLOW AL MANF. <br />z <br />ADDITIONAL METAL <br />4" CONC., REINF. W/ <br />N I I SPECIFICATIONS FOR <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />F 7c6" #10 W WM ON <br />b <br />_ USE AND <br />t- PREPARATION OF <br />t/) <br />UPLIFT IS PRESENT. <br />MIL POLY ETHYLENE <br />W <br />C, HOLE. <br />W <br />_ VAPOR BARRIER ON <br />�� <br />Z <br />SEE SLAB SCHEDULE <br />_ <br />K WELL -COMPACTED <br />SECURE FLANGE TO <br />_Ir <br />Q <br />CLEAN FILL TERMITE <br />SLAB W/(4)1/4" X 2 1/4" <br />O O} <br />+_ 0' <br />11 TREATMENT SHALL BE <br />I <br />TAPCONS <br />�QQ 2- <br />TOP OF SLAB . <br />BORA-CARE <br />Q"¢ <br />�. <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />�--- -�-—° <br />° <br />— <br />II <br />6"CHAMFER(2-STORY) <br />;. <br />"•' (2)#5 REBAR ON CHAIRS <br />e° <br />•`l <br />I! <br />• s ° <br />0= 2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />iy IN. DEPTH INTO <br />= W <br />f >> COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" <br />U PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 scALE:3r44'=1'-a' <br />(NO UPLIFT) <br />5 <br />6 _ <br />G W/ BLOCK WALL <br />SCALE:34" 1'-a' <br />SCALE:3/4"=ra' <br />&7ALE: <br />3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />VA <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />i STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />g0 <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢KQ <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0_ 1n i 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />O m <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />c TOP OF SLABEE <br />SLAB SCHEDULE <br />2XWALLFRAMING+-ay.1/2" DIA SIMPSON STB2 BOLTS 5' <br />WGROUTED <br />° ° SEE SLAB SCHEDULE <br />Z WTOPOF <br />BAR SIZE 48 BAR DIA. > <br />SLABa° <br />MINIMUM EMBEDMENT INTO <br />CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />O <br />#3 18" <br />° <br />ISOLATION 6" CHAMFER (2-STORY) <br />U <br />16" O.C. VERTICALLY MAX <br />JOINT <br />NT <br />JOINT (WHERE <br />a °° <br />APPLICABLE) <br />i MATCH STEEL <br />30" <br />SEE SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />scALE:34"=r-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />RU FOOTING <br />S:LUE <br />: <br />11 SCALE: 3/4"=V-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774g3078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1 <br />aUBDiv. ae l.OT: <br />11 <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT* <br />04181.000-22071 <br />MODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 91TWG: <br />RIGHT <br />PAGE: <br />DFrAILS <br />160 MPH E C <br />aUBDiv. ae l.OT: <br />11 <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT* <br />04181.000-22071 <br />MODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 91TWG: <br />RIGHT <br />PAGE: <br />DFrAILS <br />160 MPH E C <br />