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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Iv <br />Z <br />STEEL REINFORCING IN GROUTED <br />�' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q 4. <br />O <br />CELL SEE PLAN FOR SIZE AND <br />11 <br />a <br />SPACING REQUIREMENTS <br />�� <br />SPACING REQUIREMENTS <br />P•- <br />T- <br />�W <br />W <br />�� <br />�a <br />N <br />a <br />6 r FM <br />a0 0) Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />r I CORNER BARS, SAME SIZE AS LARGER BAR <br />- Z <br />I <br />IN FOUNDATION WITH 30" LEG EACH <br />9 WAY AT ALL CHANGES IN DIRECTIONS <br />e <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EX T PORCH SLAB • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4 CHAMFER (1 STORY) <br />; <br />-• <br />- VARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12' ISOLATION <br />JOINT (WHERE • "a • -� <br />6" CHAMFER (2-STORY) #3 18" <br />#4 24" <br />EXT. PORCH SLAB <br />Wl 112, ISOLATION <br />4" CHAMFER (1STORY) <br />e 6" CHAMFER (2-STORY) <br />APPLICABLE) z <br />SEE SCHEDULE <br />#5 30" <br />JOINT (WHERE <br />-. <br />• i EESCHEDULE <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 />i` <br />36„ <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42" <br />iN <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO-FOOTINGr„�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />L <br />SCALE:3/4"=1'-a' <br />GARAGE SCALE:3/4"=1'-a' <br />CORNER BARS DETAIL <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />RECESS <br />AND NAIL W/ 16d COMMON <br />QJ <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />0 8" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W W <br />W =UU <br />N N <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />lD <br />o a I <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />CURB FOR <br />MASONRY <br />MASONRY <br />S U) NEW REINF. BAR <br />C a SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ Z' <br />TO BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />UNITS ET <br />� 1,0" AT ELEV: <br />2" CAPPED <br />GALVANIZED PIPE <br />a I EPDXY. MIN. EMBED <br />Q 8", LINO <br />EPDXY St/2' EMBED. MIN. 0 16" OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-0" <br />W/FLANGE 0 BASE <br />0 FOLLOW ALL MANK <br />BTM AND TOP PLATE <br />U 0_ SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12" <br />o <br />= USE AND <br />COMMON NAILS FILL ALL <br />4" 4" PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z 0_ HOLE. <br />x 3" w SLAB SCHEDULE <br />SECURE <br />a <br />RECESS AROUND GARAGE <br />TSLAB APCON/(S) 1/4" X 21/4" <br />1 <br />o O}' <br />[SEE <br />+- a_0 <br />DOOR OPENING <br />TQPQF6LA8 �.. ; a <br />4 <br />PQ� <br />< <br />SCALE: 3/4"=1'-0" <br />4"CHAMFER (iSTORY) <br />° <br />s <br />6" CHAMFER(2STORY) <br />-• ° ` •° <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />FOR WXD, BAR SIZE <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />5 <br />6 <br />SCALE:34"=1'-0" <br />(W/UPLIFT) <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />W <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SLAB SCHEDULE <br />Q <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />[SEE <br />+- a <br />LAP TO OCCUR OVER STUD <br />- OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />.�,_ e _ <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />ea <br />• s ° <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED, <br />a <br />Q W <br />ADDITIONAL METAL <br />m U <br />EQ. EQ. EE SCHEDULE <br />CONNECTORS NOT <br />a <br />FOR MD, BAR SIZE <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O V) <br />8" CMU WALL <br />AND BAR QUANTITY <br />o'-a'POURE <br />LINTEL CONT. <br />�' <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />,' 8" CMUDFILLED <br />_ <br />- <br />- • <br />� � �• TOP OF SLAB <br />I <br />v SCALE'3/4"-1'-0' <br />(NO UPLIFT) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />Z <br />r <br />MINIMUM EMBEDMENT INTO <br />"!_ <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />. <br />°•y <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />-�� POURED MONOLITHICALLY WITH <br />< <br />- - FOUNDATION AND SLAB <br />e' VARIES e' <br />SEE SCHEDULE <br />SEE SCHEDULE <br />WXD, BAR SIZE <br />a FOR MD, BAR SIZE <br />3'43'FOR <br />-AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR <br />FOUNDATION WOOD WALLCOMBINED <br />EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />�A <br />FOOTING AND COL. PAD <br />� <br />�� BLOCK WALL CONNECTIONSCALE: <br />3l4"=1' 0" <br />� /# <br />I I SCALE: 3/4"=1'-0" <br />!U 9-. <br />SHOWER RECESS FOOTER <br />S12 <br />SCALE: 1"=1'-O" <br />A N C N I T! C T 5 <br />5 <br />Design <br />Grou .! <br />41 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />>C <br />y <br />v <br />2 <br />rn <br />O <br />ti <br />a <br />