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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />44 <br />z <br />STEEL REINFORCING IN GROUTED <br />g <br />S 0. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a ° - <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O YG <br />SPACING REQUIREMENTS <br />a .��• <br />w <br />a W <br />°7 U <br />w <br />T� <br />GARAGE DOOR <br />LU RECESS <br />�O <br />Ka <br />Q <br />Ir FM <br />O <br />Z <br />8" CMU WALL <br />O <br />o <br />M <br />Z <br />tO <br />8"CMU WALL <br />+• 0'-0" <br />II I+ 1 CORNER BARS, SAME SIZE AS BAR <br />; IN FOUNDATION WITH 30" LEG EACH <br />"''llll <br />W W B' <br />w = <br />+- 0'-0" <br />% O ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />• <br />y /Vj7 <br />TOP OF SLAB <br />TOP OF SLAB <br />(... - "� SO THAT THE STEEL REINF. IS CONTINUOUS <br />� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />• <br />4 <br />EXT. PORCH SLAB f • :• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY) <br />- VARIESw <br />SEE SLAB SCHEDULE TOP OF GARAGE P' <br />lel �•� I�� <br />'- °. �` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />'0• AT ELEV: <br />W/ 12" ISOLATION ` <br />JOINT (WHERE a -. • <br />6" CHAMFER (2-STORY) p3 18" <br />p4 2q^ <br />EXT. PORCH SLAB <br />W/1/2"ISOLATION <br />4" CHAMFER (1STORV) <br />Il..' 8"CHAMFER (2STORY) <br />, <br />.l <br />0'-0" <br />APPLICABLE) 2 <br />SEE SCHEDULE �„ <br />JOINT (WHERE <br />•' i� EE SCHEDULE <br />f <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />4. <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />(v <br />36., <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42" <br />NUMBER OF BARS fe. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34'=1'-0" <br />n <br />2 <br />@ GARAGE BDALE:34=,'-0" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" On BTM. EI <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />p a ' <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />2" CAPPED <br />> N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />WIFLANGE BASE <br />O. EPDXY. MIN. EMBED <br />WEDGE <br />TO BE PT. PROVIDE DBL. TOP 12"x9" WEDGE ANCHOR Wl2" <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />Q O FOLLOW ALL MANE. <br />PIATE <br />EPDXY 5-12" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />NAIL 18" O/C STAGGERED. <br />= x SPECIFICATIONS FOR <br />SIMPSONAND SPH4 SPHB MAX <br />ADDITIONAL METAL <br />M <br />2 I USE AND <br />LA <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />PREPARATION OF <br />ANCHORS W/ 1 Od x 1 12" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />V" HOLE. <br />COMMON NAILS FILL ALL N <br />0) UPLIFT IS PRESENT. <br />3LA8 W/(4)1/4" X 2 7/4" <br />w <br />HOLES, DO NOT USE 10d W <br />w <br />TAPCONS <br />-� <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />gi 9 <br />¢ <br />¢ <br />4Ii0 <br />TOP OF SLAB � <br />TOP OF SLAB <br />Q' <br />4 ` <br />4" CHAMFER (1-STORY) <br />• <br />6" CHAMFER (2-STORY) <br />4.'N_ <br />EQ. EQ, SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:34"=1'-0" <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />c INTERIOR CURB FOUNDATION WOOD WALL <br />c <br />v <br />` BDALE:y4"=,'-0" (W/UPLIFT) <br />SCALE:3l4"=1'-0" (NO UPLIFT) <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 />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />(wj <br />CONNECTORS NOT <br />7 <br />REOUIREO WHEN NOto <br />0: <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYR) <br />. . - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />ZX WALL FRAMING <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />- -a• <br />Z <br />GROUTED CELL, 4" FROM ENDS AND <br />"ISOLATED" COLUMN PAD <br />18"O.C. VERTICALLY MAX <br />CENTERED UNDER WALL AND <br />L.4 <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4 <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />✓ AND BAR QUANTITY <br />�' <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COM///BLLLINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=1'0 NO UPLIFT <br />( ) <br />S <br />SCALE: 314"=1'-0" <br />SCALE: 3/4'=1'-(Y' <br />L441 N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA P. 0003325 <br />:a <br />Q <br />O <br />}4� <br />d <br />a <br />eIumm ae IAT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #10 <br />PROJECT <br />04181.000-11102 <br />UODEIa <br />3EKB <br />"1405— KEYSTONE" <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />'ppA05/12/20 <br />8CALM 1/4"=1'-0" <br />BIdEET <br />S1.1A <br />