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30• <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />• <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />• • -� — - . <br />-Tv <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE AND <br />. • . <br />p > <br />SPACING REQUIREMENTS <br />Y <br />'I. SPACING REQUIREMENTS <br />P— <br />0_ G <br />m W <br />F <br />m w <br />rn <br />w <br />-' • ':'�—..' TY <br />11p <br />GARAGE DOOR <br />RECESS <br />w <br />�V <br />ea <br />Q <br />_f__ <br />• FM <br />� <br />I di - Z <br />8' CMU WALL <br />O U <br />8' CMU WALL <br />> . CORNER BARS, SAME SIZE AS BAR <br />w w 8" <br />`� <br />• •I I IN FOUNDATION WITH 30'LEG EACH <br />ly/ U <br />o <br />+_ p?_p" <br />M <br />+- 0'-0" <br />$ - • WAY AT ALL CHANGES IN DIRECTIONS <br />rn <br />�' <br />TOP OF SLAB <br />TOP OF SLAB <br />.. � SO <br />. S <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB- <br />^ • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (1-STORY) <br />18' <br />;ARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXi. PORCH SLAB <br />I ' .LL <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7;p, AT ELEV: <br />W/U2' ISOLATION' <br />I <br />CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2" ISOLATION <br />4" CHAMFER (1-STORY) <br />'. 6" CHAMFER (2-STORY)APPLICABLE) <br />0'-0'JOINT <br />(WHERE <br />ZE <br />SCHEDULE <br />#5 30" <br />JOINT (WHERE. <br />• ^ EE SCHEDULE <br />¢� <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD,BAR SIZE <br />36" <br />#6 36' <br />APPLICABLE) <br />Z FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0 <br />2 @GARAGE SCALE:34=,-°' <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />O <br />SCALE: 3/4'=7'-0" <br />SCALE: 3/4'=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 />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 W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />GALVANIZED <br />GALWIF <br />O a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />t/2"x8" WEDGE ANCHOR W/7' <br />BTM. PLATE TO BE PT. <br />AN BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE FIT PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. @ 16- OC <br />SLAB W/tOtl MASONRY <br />R <br />FOLLOW ALL MANF. <br />= <br />LISP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16' O/C STAGGERED. <br />SPECIFICATIONS FOR <br />N Q <br />USE AND <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />SECURE FLANGE TO <br />= m <br />I- �p PREPARATION OF <br />10d x 1 112" COMMON NAILS <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4° X 2 1/4" <br />Z HOLE. <br />ALL HOLES, DO NOT USE <br />;Oa <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />x W <br />W <br />SLAB SCIEDULE <br />Ctf SEE SLAB SCHEDULE <br />p <br />Q <br />Q <br />QO <br />[SEE <br />+ °0' <br />TOP OF SLAB <br />OF SLAB <br />4' CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />4.\— - <br />- •�`..�-, .-4—a <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:3/4"=1'-0' (W/ UPLIFT) <br />SCALE:3/4'=V-0- (NO UPLIFT) <br />SCALE NV=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O(C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />p j <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />a, t <br />PROVIDE DBL. TOP PLATE <br />SLAB W" MASONRY NAIL <br />Q w <br />16' O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />c a <br />w <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />U 8' CMU WALL <br />UPLIFT IS PRESENT. <br />M ? <br />POURED LINTEL CONT. OW,) <br />8" CMU FILLED CELL TTYP.) <br />TOP OF SLABSEE <br />SLAB SCHEDULE <br />` - . ' . <br />2X WALL FRAMING <br />WGROUTED <br />SEE SLAB SCHEDULE <br />1/2' DIA. USP 7250SD BOLTS 5' <br />-0"MINIMUM <br />EMBEDMENT INTO <br />P OF SLAB'a• <br />'ISOLATED' COLUMN PAD <br />CELL, 4' FROM ENDS AND <br />m <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />�-. POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE <br />E SCHEDULE <br />.`S—'-may'+°= <br />. <br />FOR WxD, BAR SIZE <br />xD,SC BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL- PAD <br />�� BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 SCALE: 34'=1'-0 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />L AA #: 0003325 <br />a <br />Of <br />tz; <br />a <br />IL <br />iz <br />at <br />�C <br />ABBOTT PARK <br />LOT #3 <br />BLK. #8 <br />PROJECT <br />04181.000 03082 <br />4EBB <br />"1828—CALI" <br />GARAGE 8WWQ: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ROLAW A ABOUCHACM <br />L AR NO 9WM <br />D TM 11/25/19 <br />8CALE: 1/4'=1'-0" <br />SYIEET <br />S1.1A <br />