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30° <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.,_ . • . <br />z <br />STEEL REINFORCING IN GROUTED <br />d a <br />,t. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ . <br />._ <br />v <br />�- <br />d pr. <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Y <br />SPACING REQUIREMENTS <br />v <br />C C <br />¢ C�• <br />w <br />.1- <br />_ <br />I�:�'.. <br />GARAGE DOOR <br />m' <br />a <br />h <br />< <br />..1 <br />I <br />.: v =�FM <br />RECESS <br />- <br />in <br />It cf)r <br />b Z <br />8" CMU WALL <br />O <br />Z 8" CMU WALL <br />I • IN BARS, IT SAMESIZE <br />I LAS EG BAR <br />CO <br />w w <br />B' <br />T <br />+- 0'-0' <br />d <br />w= <br />y <br />+- <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />• - TOP OF SLAB <br />LAB <br />I .., SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />• <br />- V IES <br />MASONRY <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE <br />4° CHAMFER (1STORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDUL%E TOP OF GARAGE <br />I 4" CHAMFER (1STORY) <br />I.I I� <br />' - o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7p. <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE r--'�• �' <br />6" CHAMFER (2-STORY) <br />W/ 1/2' ISOLATION <br />lT 6" CHAMFER (2STORY) <br />.: <br />0{9 <br />APPLICABLE) z <br />SEE SCHEDULE <br />1#7M42- <br />JOINT (WHERE <br />APPLICABLE) <br />,FFF <br />•, EE SCHEDULE <br />Z ? <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />% <br />AND BAR QUANTITY <br />2 AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />r,_"�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />SCALE:314"=1'-0 <br />2 @ GARAGE scALE:34°=''-°" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL WI 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 />5 iL NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />0 SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />a ( EPDXY. MIN, EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />UNO <br />NAIL 16" O/C STAGGERED. <br />WiFLANGE BASE <br />Q p FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />C SPECIF CATIONS FOR <br />CONNECTORS NOT <br />USE AND <br />I <br />REOUIRED WHENNO <br />4 <br />"' <br />PREPARATION OF <br />c0 <br />In <br />w <br />UPLIFT IS PRESENT. <br />HOLE. <br />Z 0: <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W <br />Q <br />SLAB 1(4)114" X 2'I/4" <br />p 0_. <br />° <br />+- °�-0OF <br />TAPCONSTOP <br />SLAB <br />��...e <br />T <br />4" CHAMFER (I -STORY) <br />° " V= •--�-•=° <br />;T . <br />6" CHAMFER (2-STORY) <br />- <br />e <br />• at ° <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />scALE:3/a°=r-a' <br />SCALE: 3/4"=1'-0 <br />(NO UPLIFT) <br />scALE:ara"=r-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/ SVP No 2 STUDS SEE <br />g <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />SO <br />CELL SEE PLAN FOR SIZE AD <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />CL C <br />qg <br />SPACING REQUIREMENTS <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />'•' U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CL <br />N <br />Z 8"CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />`o <br />� � <br />8" CMU FILLED CELL (TYP.) <br />M <br />+- 0'-0° <br />TOP OF SLAB <br />nTOP OF SLABSEE <br />SLAB SCHEDULE <br />2X WALL FRAMING1/2"DIA. <br />SLAB <br />-'d' <br />USP 7250SD BOLTS 5" <br />EMBEDMENT INTO <br />WGRO <br />W1117 ISOLATION1. <br />SEE SLAB SCHEDULE <br />(iSTORY) <br />ZMINIMUM <br />BAR SIZE 48 BAR DIA.4"CHAMFER d e <br />(,.� 0:.•n <br />UTED CELL, 4" FROM ENDS AND <br />6" CHAMFER (2-STORY) <br />#3 18" 0 <br />18" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />N <br />94 24" <br />APPLICABLE) <br />—MATCHSTEEL <br />°•, <br />#5 30 <br />SEE SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36" <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />#7 42" <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:3/4"=r1" (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />12 <br />SCALE: 3/4"=1'-D" <br />SCALE: 314"=V-a' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-7745078 <br />FAX 407-7744078 <br />www.abdaslgngmup w <br />AA N: ON3325 <br />jhhhHHHiii7 <br />q <br />a <br />]C <br />� <br />� <br />C <br />7 <br />L <br />I <br />a' <br />'ll, <br />PII <br />aunDiv. ac Tor: <br />ABBOTT PARK <br />LOT #27 <br />BLK #8 <br />PROJ�CTd1 <br />04181"000-27083 <br />MODZIA <br />4EHB <br />"2605- HAYDEN" <br />GARAQZ 81111>txa: <br />LEFT <br />PAOffi: <br />DETAILS <br />160 MPH EXP. C <br />prturr mm"', <br />DATW 11/26/19 <br />BCA Z:1/4"=V-0" <br />MIMI'4• <br />S1.1A <br />