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IS CONTINUOUS <br />rn N <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURBFOR <br />",.. <br />EXT PORCH SLAB <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. <br />4"CHAMFER (I -STORY) <br />#3 18" <br />I / <br />M <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />4" CHAMFER <br />� E <br />w f ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE , <br />MASONRY <br />UNITS SET <br />T AT ELEV: <br />'0+ <br />.., <br />JOINT (WHERE • -. • <br />6"CHAMFER (2STORY) <br />#4 24' <br />W/ 1!Y ISOLATION <br />(+STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #5 �„ <br />JOINT (NMERE • • <br />EE SCHEDULE <br />g <br />FOR WxD, BAR SIZE <br />APPLICABLE) Z 4 <br />FOR WxD, BAR SIZE <br />WHEN RA <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />`v <br />#6 36' <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42" <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />%,EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />@ GARAGE <br />SCALE: 3l4•=,'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4' <br />�3 <br />SCALE: &4"=1'-0 <br />SCALE: 3/4"=1'-0" <br />_ <br />(1) #S REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />AND NAIL WI 16d COMMON <br />0 <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />u <br />#4 REBAR Q24" O.C. ®CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />m g <br />SLAB <br />Z Qv <br />a' W <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />UO > <br />Lu 9-0 <br />( I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />I <br />5 NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />IQN9" WEDGE ANCHOR W/ 2" <br />Oa, Il SECURED W/ 2- PART <br />g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />2" CAPPED <br />a I EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />1`111- <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />WIFLANGE BASE <br />< O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />m <br />4 CONC., REINF. W/ <br />tr SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 112" <br />° 6"#10WWMON <br />USEAND <br />I <br />m17-T <br />COMMON NAILS FILL ALL <br />U <br />6-MIL POLY ETHYLENE <br />F m PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />VAPOR BARRIER ON <br />'0� <br />�I <br />Z w HOLE. <br />x 3" K SEE SLAB SCHEDULE <br />= <br />I WELL -COMPACTED <br />SECURE FLANGE TO <br />J <br />Q <br />> <br />- CLEAN FILL TERMITE <br />TREATMENT <br />SLAB W/(4) 1/4" X 2 1/4" <br />m O <br />-0" <br />m <br />ORA-CARE <br />TAPCONS <br />Q <br />OOSL <br />SLAB <br />y <br />a <br />(2) CONT. #4 REBAR <br />. °.� <br />a f <br />6" CHAMFER (2-STORY) <br />(2) #5 REBAR ON CHAIRS <br />12" MiN. DEPTH INTO ? W <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ.SEE <br />EQ. FOR WXD,HEDULE BAR SIZE <br />VIRGIN OR ENGINEERED SOIL > <br />- O <br />COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'-0' <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />r6�MONOLITHIC <br />FOUNDATION <br />7 SCALE:3/4"=t'-o" <br />FOOTING W/ BLOCK WALL <br />5 <br />SCALE: 34"=1'-0" <br />SCALE:34"=+'-0" <br />(W/ UPLIFT) <br />1 A <br />SCALE: 3/4"=1'-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 />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4 2x6 WOOD BEARING <br />WALLL W! SYP 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />Zx4 OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />� <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />Q ^ <br />a <br />SLAB WItOd MASONRY <br />NAIL 16" O/C STAGGERED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB Wl10d MASONRY NAIL <br />O <br />t <br />ADDITIONAL METAL <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />Q <br />°0 U <br />CONNECTORS NOT <br />CONNECTORS NOT <br />v <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />a <br />K y <br />w UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />SEE SLAB SCHEDULE <br />M Z <br />+ 0'-0" <br />, POURED LINTEL CONT. (TYP.) <br />�• 8" CMU FILLED CELL (TYP.) <br />•+•:' <br />_ <br />� TOP OF SLAB <br />Q <br />*- 0'-0' <br />SEE SLAB SCHEDULE <br />TOP Of SLAB__ <br />2X WALL FRAMING <br />--° <br />.- 0'-O" <br />Z <br />SEE SLAB SCHEDULE <br />` <br />1R" DtA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />-°• <br />Z <br />w <br />MINIMUM EMBEDMENT INTO <br />° <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />- <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />• J . <br />. <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />EQ. EC__ --SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />- <br />Tr —FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />(_."�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE:34"=+'-0` (NO UPLIFT) <br />G) <br />COMBINED EXTERIOR MONO- <br />10 FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE 34"=1'� (NO UPLIFT) <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 8l <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.m <br />AA #: 0003325 <br />w <br />•1 <br />a <br />m <br />b <br />c <br />R <br />2 <br />SUBDI& LO .. R <br />ABBOTT PARK <br />LOT #4 <br />BLK. #11 <br />PROJECT <br />04181.00t-04111 <br />MODEIs <br />3EAB <br />"1504-ALLEX" <br />GARAGE awING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />