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IF <br />30" <br />MIN. EACH WAY <br />T <br />Fr <br />MONOLITHIC FOOTING <br />Z4. <br />I <br />. _.. <br />Z <br />STEEL REINFORCING IN GROUTED <br />i <br />^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />•�� v <br />IL b <br />SPACING REQUIREMENTS <br />v_- <br />lv <br />GARAGE DOOR <br />a W <br />U <br />W <br />.rat <br />i °• <br />RECESS <br />< <br />—1�' <br />1. v. � . FM <br />.� •I : <br />5 <br />W <br />g" <br />Z <br />8"CMU WALL <br />00 <br />8" CMU WALL <br />I • . CORNER BARS, SAME SIZE AS LARGER BAR <br />W <br />O io <br />}., <br />5. Z <br />lei +- 0'-0•' <br />IN FOUNDATION WITH 30" LEG EACH <br />T 8 <br />N <br />ai <br />+- ,-0„ <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I - SO THAT THE STEEL REINF. 16 CONTINUOUS <br />�-_�^ <br />1 <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />CURB FOR <br />+; • . <br />SEE SLAB SCHEDULE <br />4 <br />EXT PORCH SLAB 4" CHAMFER (I -STORY) <br />- <br />°.#.a <br />EXT. FOR SLAB <br />//. VARIES <br />1� TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />*'CHAMFER (1-STORY) <br />Il. <br />I•I IZ <br />LL <br />CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�' <br />b• <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />AT <br />W/ 112' ISOLATION <br />JOINT (WHERE < # <br />6 CHAMFER (2-STORY) <br />W/1/2"ISOLATION <br />• 6'CHAMFER(2STORY) <br />.. <br />01-91 <br />APPLICABLE) i - <br />SEE SCHEDULE <br />N#7V42 <br />JOINT (WHERE. <br />APPLICABLE) <br />• <br />. ' • EE SCHEDULE <br />Z 4, <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />`2 <br />FOR WXD, BAR SIZE <br />06 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />r <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SOS 314"=l'-0" <br />2 @ GARAGE SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />A DOOR OPENING <br />SCALE: 3l4"=1'-0" <br />4 <br />SCALE: 314"=,' 0" <br />Z <br />(1)#5 REBAR VERTICALLY W/CONC. <br />g W <br />POURED CELL <br />'—tom <br />8"CMU <br />LAP TOP PLATE A MIN. OF 45' ---.-�� <br />AND NAIL W/ COMMON <br />S, 4" Ole5 <br />NAILS,i1 <br />VERIFY HEIGHT <br />#4 REBAR 024" O.C. 0 CENTER OF <br />LAP TOO CUR OVER D <br />OF WALL W/ PLAN <br />g <br />A <br />SLAB <br />_Z <br />Z � <br />W <br />2A OR 2K6 WOOD BEARING <br />PROVIDE BLOCKING <br />f O <br />if <br />g > 5• <br />WALL W/ SYP No 2 STUDS SEE <br />SPACING. SINGLE <br />O <br />�,p <br />U I <br />S NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O R SECURED W/ 2- PART <br />5 <br />I.Z' <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />CAPPED <br />a I EPDXY, MIN. EMBED <br />SLAB W/10d MASONRY <br />4..� <br />GALVANIZED PIPE <br />Q 8'•, UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE 0 BASE <br />g O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />4' CONC., REINF. W/ <br />45 IQr SPECIFICATIONS FOR <br />~ <br />k6" #10 WWM ON <br />{ r <br />m I USE AND <br />REQUIRED WHEN NO <br />2 <br />N MIL POLY ETHYLENE <br />F PREPARATION OF <br />O <br />rn <br />W <br />UPLIFT IS PRESENT, <br />VAPOR BARRIER ON <br />WELL -COMPACTED <br />Ix° I'I <br />HOLE. <br />Z M <br />Q <br />SEE SLAB SCHEDULE <br />2 <br />- <br />y CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />X <br />1 TREATMENT SHALL BE <br />SLABW/(4)1K'X21/4" <br />$ <br />•�O <br />+_ �,1 <br />Q <br />4 S BORA-CARE <br />TAPCONS <br />TOP OFP SLAB <br />'INA <br />' (2) CONNT.T #4 REBAR <br />4'• CHAMFER (1STORY) <br />9 NA- <br />° F <br />6" CHAMFER (2-STORY) <br />.. <br />` (2) #5 REBAR ON CHAIRS <br />e <br />•`l <br />12, MIN. DEPTH INTO <br />Z W 2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />i <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" <br />MU PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4•'=l'-0" <br />(NO UPLIFT) <br />�'A'FOOTING W/ BLOCK WALL <br />5 SCALE:34'=1'0 <br />SCALE: 3/T'=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 />2A OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 CL SPACING REQUIREMENTS <br />PROVIDE DBL TOP PLATE <br />16'• O/C STAGGERED. <br />ADDITIONAL METAL <br />C <br />a�a Lu <br />m V <br />CONNECTORS NOT <br />:1 <br />IL <br />REQUIRED WHEN NO <br />K Z 8"CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.)-0' <br />6'CMU FILLED CELL (TYP.) <br />r <br />TOP OF SLAB <br />4 TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0'• <br />TOP Of SLAB <br />.4< <br />i/Z' DIA SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />° f SEE SLAB SCHEDULE <br />EXT PORCH SLAB 4" CHAMFER (1-STORY) <br />Z K <br />BB�1 a 4 4 <br />BAR SIZE 48 BAR DIA. `t > <br />M O <br />4 <br />W/ ISOLATION <br />6"CHAMFER (2STORY) <br />M3 1&, U <br />° <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />JOINT <br />• <br />04 24" <br />• <br />APPLICABLE) <br />Z MATCH STEEL <br />30' <br />SEE SCHEDULE <br />8" PVC CHASE <br />2 REINFORCEMENT <br />PER SCHEDULE <br />#6 3C <br />8" PVC CHASE THRU FOOTING <br />FOR WXD, BAR SIZE <br />THRU FOOTING <br />#7 47, <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT F Eg <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 />9 <br />SCALE: 3/4••=,•-a• <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: <br />i N. RONALD REAGAN 61 <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngmup.com <br />AA M: 0003326 <br />go <br />S <br />4-11 <br />1 <br />fill <br />I <br />SUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #12 <br />PROJECT <br />0418 .00 -37 21 <br />MODEDe <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BRING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />