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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• ° <br />CELL SEE PLAN FOR SIZE AND <br />Q " <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />c <br />- o ° <br />d <br />}} <br />SPACING REQUIREMENTS <br />> <br />¢ b <br />v <br />Q <br />W <br />1 �RECESS <br />GARAGE DOOR <br />i,- <br />cr to <br />FM <br />¢N8'CMU <br />WALL <br />O <br />e'CMU WALL <br />, ° .ICORNER BARS, SAME SIZE AS LARGER BARW <br />Wm <br />o? <br />+- 0'-0' <br />; M FOUNDATION WITH 30' LEG EACH <br />Lu'-0' <br />'o <br />• <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />O) co <br />TOP OF SLAB <br />- - TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />• <br />• <br />VARIES <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION ^ �° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />83 18' <br />- :-'- <br />EXT. PORCH SLAB <br />PORCHSLAB <br />- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER (1STORY) <br />n <br />' a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />'- dip• AT EL <br />_.� <br />JOINT (WHERE - a - • <br />6• CHAMFER (2-STORY) <br />i4 24' <br />W/ 1/2' <br />a 6' CHAMFER (2-STORY) <br />. C <br />a-0. <br />APPLICABLE) Z <br />SEE SCHEDULE g5 3(' <br />JOINT (WHERE <br />•T� EE HE <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />a <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />THE <br />AND BAR QUANTITY C467 2- <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE LEAST <br />NUMBER OF BARS (W 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: 3/4'=1'-0' <br />2 <br />GARAGE SCALE: 3/4'=I'-0• <br />O CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4'=1'-0' <br />SCALE: 3W=V-0' <br />LAP TOP PLATE A MIN. OF 4W <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 />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 2A WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />WO a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT- PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />9 m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2•x8' WEDGE ANCHOR WIT <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE OBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2' CAPPED <br />¢ <br />I. g EPDXY. MIN. EMBED <br />p�.� <br />EPDXY 5-1/2' EMBED. MIN. 0 16' OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />Q 8•, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16' O/C STAGGERED. <br />ADDTIONAL METAL <br />W/FLANGE 0 BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />_ ¢ I SPECIFICATIONS FOR <br />y Q <br />ANCHORS W/ tOtl x 1 i/2' <br />REQUIRED WHEN NO <br />p <br />= m USE AND <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />N <br />W UPLIFT IS PRESENT. <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />SECURE RANGE TO <br />W ¢ <br />J' <br />x 3' ¢ SLAB SCHEDULE <br />¢ <br />¢ <br />TL <br />¢ SEE SLAB SCHEDULE <br />Q <br />— <br />SLAB W/(4) 1/4' X 2 1/4' <br />TAPCONS <br />{ <br />m O <br />[SEE <br />+- 0'-0' <br />TOP OF SLAB <br />TOP OF SLAB <br />4' CHAMFER (1-STORY) <br />°• a " <br />�— —4 .r-4 <br />_ <br />6' CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._--SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />8 <br />FOUNDATION WOOD WALL <br />BOLLARD <br />5 <br />C <br />V <br />MONOLITHIC FOUNDATION <br />7 scALE:34=1'-0 <br />(W! UPLIFT) <br />SCALE:34=,'-0 <br />(NO UPLIFT) <br />SCALE:3/4'=1'-0' <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 />Ar 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 />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />o- <br />PROVIDE DEL. TOP PLATE <br />16' O/C STAGGERED. <br />Q <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />-5 <br />REQUIRED WHEN NO <br />co a. <br />UPLIFT IS PRESENT. <br />O¢ <br />8' CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />(1) M REINF. <br />z_ <br />}ao,BAR <br />8- CMU FILLED CELL (TYP.) <br />CONT. <br />8" <br />SEE FOUNDATION PLAN 8" <br />_ <br />- TOP OF SLAB <br />. -•~"2X <br />SEE SLAB SCHEDULE <br />SEE SLAB <br />WALL FRAMING <br />WGROUTED <br />SCHEDULE+- <br />SEE SLAB SCHEDULE <br />1/2' DIA, SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />a • <br />•, <br />Z <br />a <br />'ISOLATED'COLUMN PAD <br />MINIMUM EMBEDMENT INTOm <br />CELL, 4' FROM ENDS AND <br />' <br />•-�--i� <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />°• <br />POURED MONOLITHICALLY WITH <br />• 4 <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 />AND BAR QUANTITY <br />IFOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />l a <br />SHOWER RECESS <br />1 G <br />(D_,_�NETERMIOR <br />UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4'=1'-0' <br />(NO <br />1� <br />SCALE: 3/4•=1'-0' <br />11 SCALE: <br />AlCMITlCT! <br />Group <br />1441 N. RONALD REAGAN.BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774b078 <br />FAX: 407-774�078 <br />wwwabdesignpoup.com <br />AA N: 0003325 <br />DRAFTING <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE SGD4 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 81388fs2B02 <br />Dw O8/03/20 <br />8*1m IT <br />slAA <br />