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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />, �> <br />- <br />�r <br />a' <br />SPACING REQUIREMENTS <br />aa w <br />v <br />t rr <br />w <br />�w <br />m U <br />w-�— <br />W <br />.FM <br />W <br />. FM <br />N Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I <br />, p I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O ro <br />? <br />IN FOUNDATION WITH 30" LEG EACH <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />CHAMFER (1-STORY) .°°SEE <br />"EXT. <br />PORCH SLABFOOTING <br />� a <br />SLAB SCHEDULE.CONTINUOUS <br />STEEL MONOLITHIC <br />REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION <br />VFOR <br />CHAMFER(2STORY) <br />W/1/2"ISOLATION°G'CHAMFER <br />4" CHAMFER (1-STORY)JOINT(WHERE <br />ZE <br />#4 24 <br />SCHEDULE 30" <br />JOINT (WHERE <br />(2STORY)APPLICABLE) <br />•' • EE SCHEDULE <br />' <br />WxD, BAR SIZE <br />APPLICABLE) <br />Z_ <br />A. <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR QUANTITY #6 36' <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />N <br />c <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE'. 3/4"=T-0" <br />SCALE: 3/4"=1'-0" <br />CORNER BARS DETAIL <br />@GARAGE <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. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w RECESS <br />WALL W/ SYP <br />w 4. I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />N O @+ <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATEF <br />TO SEPT. PROVIDE DBL. TOP 1/2'k9" WEDGE ANCHOR W/2' <br />W <br />W = <br />O a SECURED W/2-PART <br />WASHER SET IN HIGH STRENGTH <br />O <br />2" CAPPED <br />a g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />N <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />N !r SPECIFICATIONS FOR <br />= m USE AND <br />ANCHORS W/ 10d x <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />o <br />F- PREPARATION OF <br />HOLES, DO NOT USE tOd w <br />7 0+ AT ELEV: <br />°J <br />HOLE. <br />x 3' � SEE SLAB SCHEDULE <br />0-0' <br />SECURE FLANGE TO <br />W <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />TOP OF SLAB <br />LTAPCONS <br />RECESS AROUND GARAGE <br />° <br />�� DOOR OPENING <br />SCALE: 3/4"=1'-0' <br />EQ. EQ. 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 <br />FOUNDATION <br />SCALE: 3/4"=l'-0" (W/ UPLIFT ) <br />5 <br />C <br />V <br />LAP TOP PLATE A MIN. OF 48" --------- <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />T <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />LAP TOP PLATE A MIN. OF 48" <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB V 0,1 MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />W <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />IL. <br />W <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />U <br />[SEE <br />TOP OF SLAB <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />° <br />REQUIRED WHEN NO <br />Q. <br />—a <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />° <br />--vp Z <br />POURED LINTEL CONT. (TYP.) <br />_ <br />8" CMU FILLED CELL (TYP.)SEE <br />TOP OF SLAB <br />° <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />+-0'-0' <br />SEE SLAB SCHEDULE <br />1P2' DIA. SIMPSON ST62 BOLTS 5" <br />IGROUTED <br />EQ. EQ. SEE SCHEDULE <br />TOPOF SLAB <br />Z <br />ZL <br />MINIMUM EMBEDMENT INTO <br />FOR WxD, BAR SIZE <br />g <br />ISOLATEDCOLUMN PAD <br />CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />��'. ° <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH8 <br />16" O.C. VERTICALLY MAX <br />INTERIOR CURB FOUNDATION WOOD WALL <br />, <br />FOUNDATION AND SLABscALE: <br />3/4'=r-a'(NO UPLIFT) <br />SEE SCHEDULE <br />-�d SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />a' VARIER B' <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: <br />y C <br />11 SCALE: 3/4"=T-0" <br />\ e. <br />.. uI <br />!U 9-CONT. in � z <br />RECESS FOOTER <br />Sj-,�_SHOWER <br />SCALE: <br />m <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.eom <br />AA #: 0003325 <br />Ill DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:$13S86-2628 <br />FAX: 813.886-2802 <br />