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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />4 <br />P <br />STEEL REINFORCING IN GROUTED <br />_I- <br />STEEL REINFORCING IN GROUTED <br />-r[•� a v — <br />< <br />CELL SEE PLAN FOR SIZE AND <br />a. <br />�I'llSPACING <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />I <br />° a <br />a <br />SPACING REQUIREMENTS <br />U <br />..{{°.�� • <br />... <br />GARAGE DOOR <br />m <br />m <br />w <br />o <br />RECESS <br />e j <br />OJ. <br />It <br />Q <br />..1 <br />f <br />-�,FM <br />t <br />S 7 <br />lan Z <br />8' CMU WALL <br />O <n <br />8' CMU WALL <br />• . f CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />to W <br />Ba <br />Z <br />- +- a-0' <br />; °I <br />IN FOUNDATION WITH 30' LEG EACH <br />W Lu <br />to <br />+- <br />WAY AT ALL CHANGES IN DIRECTIONS <br />d rill <br />N <br />TOP OF SLAB <br />OF SLAB <br />LAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUSTOP <br />MATCH AMOUNT OF CONTINUOUS BARS <br />'�y/1c <br />CURBFOR <br />1Jy[ <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />#3 18' <br />EXT. PORCH SLAB <br />VARIES <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />Ila <br />I� I <br />� e CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�0. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE < ♦ • ` <br />8' CHAMFER (2-STORY) <br />#4 24' <br />W/ 1/2' ISOLATION <br />(1-STORY) <br />a 6' CHAMFER (2-STORY) <br />0'-0' <br />APPLICABLE) Z - <br />SEE SCHEDULE ri5 30' <br />JOINT (WHERE. <br />APPLICABLE) <br />•' i EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />38" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />zu <br />AND BAR QUANTITY #7 <br />N AND BAR QUANTITY <br />NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />n <br />G SCALE:3/4'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:34'=1'-0' <br />@ GARAGE <br />4 <br />SCALE: 3/4'=V0' <br />SCALE: 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 />W <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/SYP No 2 STUDS SEE <br />I <br />PLANS FOR SPACING. SINGLE <br />N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />0. SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />p, g EPDXY. MIN. EMBED <br />SLAB 1. . MASONRY <br />2" CAPPED <br />I <br />NAIL 76" O/C STAGGERED. <br />GALVANIZED PIPE <br />Q p FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />W/FLANGE 0 BABE <br />N SPECIFICATIONS FOR <br />CONNECTORS NOT <br />Q I USE AND <br />REQUIRED WHEN NO <br />M <br />w PREPARATION OF <br />w <br />UPLIFT IS PRESENT. <br />HOLE. <br />Z 2 <br />¢ <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />SLAB W/(4) 1/4' X 2 1/4' <br />. 0'-0' <br />TAPCONS <br />QQ' <br />TOPOF SLAB <br />4' CHAMFER (1-STORY) <br />° <br />6' CHAMFER (2-STORY) <br />=AND <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />p INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE:3/4'c1'-0' <br />(NO UPLIFT) <br />5 <br />SCALE: 34"=1'•0' <br />SCALE: 3/4'=V-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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />Q -� <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />O >> <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢ F <br />Q ul <br />ADDITIONAL METAL <br />o3 U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />00 y <br />Z 8' CMU WALL <br />zo <br />C�Q ; 8' CMU FILLED CELL (fYP.) <br />TOP OF SLAB <br />0'-0' <br />4 TOP Of SLAB <br />+- 0'-0° <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />SEE SLAB SCHEDULE <br />, <br />Z w -- <br />BAR SIZE 48 BAR DIA. i > e <br />TOP OF SLAB <br />n• <br />MINIMUM EMBEDMENT INTO <br />EXT. PORCH SLAB <br />4' CHAMFER (1-STORY) <br />78, O 4 <br />e <br />GROUTED CELL, 4' FROM ENDS AND <br />W/ 1/2' ISOLATION <br />6' CHAMFER (2-STORY) <br />. • <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />#4 24' <br />APPLICABLE)ATCH <br />STEEL <br />A <br />#5 30, <br />SEE SCHEDULE <br />6' PVC CHASE <br />REINFORCEMENT <br />N PER SCHEDULE <br />#6 <br />6' PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />� <br />1k7 1 42' <br />42" <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />� INTERIOR <br />FOUNDATION WOOD WALL <br />AND BAR QUANTITY <br />PVC CHASE <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE: 3/4•=V-0" <br />(NO UPLIFT) <br />12 <br />11 <br />SCALE: 3/4'=1'-0" <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA k: 0003325 <br />L <br />MEE <br />a <br />SVHDIV. as LAT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #15 <br />PROJECT* <br />04181,000-16151 <br />1[ODELa <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />SEP <br />DATE: 08/31/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />