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3D" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />Z <br />g STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />t'� <br />CELL SEE PLAN FOR SIZE AND <br />g <br />5 a CELL SEE PLAN FOR SIZE AND <br />o SPACING REQUIREMENTS <br />, �j <br />111 <br />d SPACING REQUIREMENTS <br />??C-- <br />> <br />v° <br />W <br />m U w <br />°O-FM <br />GARAGE DOOR <br />RECESS <br />�a Q <br />" <br />„ <br />f <br />4� <br />e` <br />ca 8" CMU WALL <br />O 8 CMU WALL <br />° CORNER BARS, SAME SIZE AS BAR <br />W <br />0 <br />° IN FOUNDATION WITH 30" LEG EACH <br />w U <br />• 0'-0" <br />m - 0''0" <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I e SO THAT THE STEEL REINF. IS CONTINUOUS <br />rn V) <br />TOP OF SLAB <br />2 <br />-:°MATCH <br />AMOUNT OF CONTINUOUS BARS- <br />° ° <br />CURB FOR <br />e <� <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA, <br />E7(T. PORCH SLAB I.- 4" CHAMFER (1-STORY) <br />� 18" <br />VARIES <br />� (r �-I_LLBAR <br />SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLABFER <br />7�4E <br />� <br />CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />" �=p, AT ELEV: <br />W/ 1/2" ISOLATION 8"CHAMFER (2STORY) <br />JOINT(WHERE - • • #4 P4^ <br />(1STORY) <br />W/ 1/2" ISOLATIONFER (2•STORY)APPucgBLE) <br />p1.p, <br />4 SEE SCHEDULE #5 30" <br />J-INT(WHERE DULE <br />APPLICABLE) Z <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 FOR WxD, BAR SIZE 38„ <br />AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />97 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE: 3/4".V-p" <br />, CORNER BARS DETAIL <br />DOOR OPENING <br />v SCALE: 3/4".V-0" <br />SCALE: 314".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" O/C BTM. HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD1! OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2X4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 20 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w ,� I <br />O a <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB Wf <br />PLANS FOR 'PACING. SINGLE <br />j to NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2"xg" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2. PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />R I <br />Ifg EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16- OC <br />SLAB W/10d MASONRY <br />J Q S", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL i6" O/C STAGGERED. <br />Q p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />1Y I SPECIFICATIONS FOR <br />10d x 1 112" COMMON NAILS <br />31 /2" DIAMETER CONC. <br />STEEL PIPE <br />8x6 METAL PLATE <br />m USE AND <br />PREPARATION OF <br />$�'3 HOLE. <br />2 <br />� <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" rn <br />2 SEE SLAB SCHEDULE <br />Q <br />o0 <br />im <br />2 SEE SLAB SCHEDULE <br />Q <br />FFILLED <br />BASE W/ 1/2'S <br />ANCHOR BOLTS <br />`O� p �p�-' <br />QQ- <br />. p.p^ <br />TOP OF SLAB _� . <br />�_ p•-p• <br />TOP OF SLAB <br />4" CHAMFER (1-STORY)- <br />m. <br />6"CHAMFER (2-STORY) <br />. e <br />1-4- <br />� <br />•. ,r <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE 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 FOUNDATION WOOD WALL <br />5 BOLLARD <br />MONOLITHIC FOUNDATION <br />� <br />SCALE: 3/4".1'-0 <br />(W/UPLIFT) <br />SCALE: 3/4".1'0 <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. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />(L <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />cr <br />Q� w <br />U <br />p N 8" CMU WALL <br />Z <br />0'-0' <br />OURED LINTEL CONT. (TYR) <br />OF. <br />TOP OF SLAB <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />1p <br />SEE SLABSCHEDULE <br />1/2"DIA. USP 7250SD BOLTS 5"OF <br />SLAB <br />ZMINIMUM <br />EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />Ll <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° SEE SCHEDULE <br />FOR WxD, BAR SIZEFOR <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />10 FOOTING AND COL. PAD <br />WALL CONNECTION <br />SCALE: 3/4".1'.0" <br />D11BLOCK <br />SCALE: 3/4".V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH:407-774�6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />O <br />a <br />9U13DLV. as LIOT: <br />SILVERADO <br />LOT #3 <br />BLK #12 <br />PROJECT# <br />04128.001-03121 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE SIF MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PATE: 08/18/18 <br />SCALE: 1/4"=1'-O" <br />sHEET <br />S1.1A <br />