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30" <br />MIN. EACH WAY <br />THIC FOOTING <br />Z <br />I <br />Z <br />2 <br />STEEL REINFORCING IN GROUTED <br />f _ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE ANDSPACING <br />n_FM_ <br />REQUIREMENTS <br />SPACING REQUIREMENTS <br />1'}s�(-- <br />GARAGE DOOR <br />w <br />U <br />W <br />I I <br />wRECESS <br />a <br />I �?'�� <br />O In <br />8" CMU WALL <br />O <br />Z <br />8" CMU WALL <br />NORNER B T S, WIMH IZE S EACH <br />W W e+ <br />+- 0 <br />+- 0' <br />- 9 •.V,�' I WAY AT ALL CHANGES IN DIRECTIONS <br />°I <br />N y <br />° TOP OF SLAB <br />TOP OF SLAB <br />s SO THAT THE STEEL REINF. IS CONTINUOUS <br />~ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />+ 4.. • <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />EXT. PORCH SLAB <br />1 - VARIES <br />�' SEE SLAB SCHEDULE TOP OF GARAGE <br />I•I'. ILL <br />v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p+ AT ELEV: <br />ISOLATION .. <br />JOINT' <br />JOINT (WHERE a <br />6"CHAMFER (2-STORY) 18" <br />#4 24" <br />W/ i/2" ISOLATION <br />4" CHAMFER (I -STORY) <br />6"CHAMFER(2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT(WHERE <br />APPLICABLE) <br />Tea <br />C EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE 36" <br />39' <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />EXTERIOR <br />MONO-FOOTING%,EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3/<=r-0 <br />SCALE: <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />4 <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 Wf iEd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />p a ( <br />No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />VJ NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE <br />GE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2-PART <br />S <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />2" CAPPED <br />a I EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />Q 8", LINO <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />WIFLANGE @ BASE <br />¢ <br />= K SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />N <br />USE AND <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />ion <br />PREPARATION OF <br />00 <br />HOLES, DO NOT USE I Od w <br />to UPLIFT IS PRESENT. <br />w <br />Z HOLE. <br />z 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) i/4" X 2 1/4" <br />p O' <br />+- p'-p^ <br />+- p-0" <br />TAPCONS <br />Q- <br />TOP OF SLAB - _. • , ; <br />•. <br />a <br />TOP OF SLAB�.v <br />4"CHAMFER (i-STORY) <br />e��� d, <br />- � - •=° n <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 FOUNDATION WOOD WALL <br />8 <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />7 SCALE;3/4"=1'-p" (W/ UPLIFT) <br />scALE:3/4"=r-a' (NO UPLIFT) <br />SCALE: 3!4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />- - <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB WllDd MASONRY NAIL <br />0 <br />16" O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />perp,, <br />0: N <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />a' VARIES 9' <br />= <br />POURED LINTEL CONT. (TYP.) <br />'rp. 8" CMU FILLED CELL (TYP.) <br />° <br />TOP OF SLAB <br />,I° <br />SEE SLAB SCHEDULE <br />ZX WALL FRAMING <br />+- 0'-0" <br />TOP OF SLAB <br />Z <br />SEE SLAB SCHEDULE <br />e <br />112" DIA, SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />�L <br />r <br />° S <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />allL <br />_d " <br />f9�� <br />n CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />*• <br />POURED MONOLITHICALLY WITH <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />I°'�`°"` k i <br />FOR WxD, BAR SIZE_ <br />/FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: <br />9 scALE:3/4"=V-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />E.34=1-0 <br />SCALSCALE: <br />3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:8134=-2628 <br />FAX: 813-886.2802 <br />BI111111113 <br />atT8lDm Be LOT: <br />SILVERADO <br />LOT #4 <br />BLK. #13 <br />P1®OJBCT* <br />03719.000-04131 <br />MODEL <br />2795— B <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />JUN <br />PRINT <br />DATE: <br />8CALS: 1/4"=!'—O" <br />MELICT <br />S1.1A <br />