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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />}} <br />� <br />I,' <br />r <br />g <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />rI <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />Q 0. <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />� <br />I <br />0_ <br />SPACING REQUIREMENTS <br />m <br />••. <br />GARAGE DOOR <br />U <br />w <br />ILu <br />RECESS <br />U <br />v a <br />I I o' <br />ftl - Z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />I , . C CORNER BARS, SAME SIZE A6 LARGER BAR <br />W w <br />B' <br />O is - <br />`o S` <br />o <br />Z <br />fO - <br />° IN FOUNDATION WITH LEG EACH <br />�J <br />W <br />w <br />+- •-0• <br />�"> <br />+- 0'-0" <br />d W IN <br />WAY AT ALL CHANGES IN DIRECTIONS <br />U <br />TOP OF SLAB <br />TOP OF SLAB <br />I ..° "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />.._a` <br />.. _ °�� , <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />EXT. PORCH SLAB - <br />L <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (i STORY) <br />- VARI S <br />SEE SLAB SCHEDULE° TOP OF GARAGE <br />X, <br />I °..ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />��p, AT ELEV: <br />W/ 1/2" IS <br />AND BAR QUANTITY „ <br />AND BAR QUANTITY <br />NUMBER OF BARS (i 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR <br />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 SCALE:94"=,'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=V-0— <br />SCALE: 3/4"=V-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 />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />VERIFY <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />0 I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ BY <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W! <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />& � SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE C BASE <br />0. I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />¢_ 8", LINO <br />PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />R <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />M <br />K SPECIFICATIONS FOR <br />VJ a <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= USE AND <br />ANCHORS W/ tOd x i 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1!4" <br />I- m PREPARATION OF <br />U' HOLE. <br />COMMON NAILS FILL ALL N <br />REQUIRED WHEN NO <br />N UPLIFT IS PRESENT. <br />TAPCONS <br />Z <br />HOLES, DO NOT USE tOd W <br />W <br />x 3" SEE SLAB SCHEDULE <br />°d <br />SEE SLAB SCHEDULE <br />9�0 <br />a <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER <br />` <br />+: 4.. <br />' �e� <br />(2-STORY) <br />`• <br />r— . <br />� s , <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:v4"=1'-0" <br />MONOLITHIC FOUNDATION <br />,7 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />scALE:3la"=r-0° (NO UPLIFT) <br />SCALE:3/4"=l'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />¢ a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />K <br />W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />K N <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+- <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) ',,p•. <br />~- TOP OF SLAB LAB <br />SEE SLAB SCHEDULE <br />/ - <br />( <br />2X WALL FRAMING <br />i SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />Z <br />Z <br />- <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />n• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />4 AND BAR QUANTITY <br />r <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 scALE: 3/4"=V-0" (NO UPLIFT) <br />' <br />SCALE: asv "_"°' <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />b <br />r <br />ik�ko <br />stmDIR ee LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #8 <br />PROJECTtIP <br />04181.000-18081 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 871WO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D 10/15/20 <br />acALE: 1/4"=1'—O" <br />eiIEET <br />S1.1A <br />