Laserfiche WebLink
30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />a — " — <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />CELL SEE PLAN FOR SIZE AND <br />dd <br />3 SPACING REQUIREMENTS' <br />�'• <br />, .,�v • , <br />r •1 v: •- <br />•, <br />• <br />.j...� <br />1v <br />GARAGE DOOR <br />Q <br />RECESS <br />< <br />..I• o -L FM <br />• <br />0 % 8" CMU WALL <br />B"CMU WALL <br />fIA , CORNER BARS, SAME SIZE AS LARGER BAR <br />e' <br />m f <br />b <br />_I I IN FOUNDATION WITH 30" LEG EACH <br />y w <br />+- 0'-0" <br />TOP OF SLAB <br />+- 0'-0""1O <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... • SO TWAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />••I 'I•I� <br />?k CURB FOR <br />• • SEE SLAB SCHEDULE <br />• a BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB A q"CHAMFER (1STORV) <br />18" <br />-VARIES <br />TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB q"CHAMFER <br />U- <br />I� <br />P. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/1+ MASONRY <br />N UNITS SET <br />>-p. AT ELEV: <br />W/ 1Y1" ISOLATION 6" CHAMFER (2STORV) <br />"! <br />(1-STORY) <br />W/ 12" ISOLATION 6" CHAMFER (2-STORY) <br />0'-0" <br />JOINT (WHERE #4 24"� <br />APPLICABLE) z SEESCHEDULE #5 30" <br />JOINT (WHERE . • ii <br />APPLICABLE) q. SCHEDULE <br />..' <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#6 36 <br />FOR <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N, AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />�' <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE 34"=1'-0" <br />GA GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=T-9' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />g e"CMU <br />AND NAIL W/ 16d COMMON <br />O h <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />5 #4 REBAR (�24" O.C. CENTER OF <br />OF WALL PLAN <br />LAP TO OCCUR OVER STUD W/ <br />B SLAB <br />4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />z a z <br />WANS YP <br />I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />I <br />w NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />VZW" WEDGE ANCHOR W/ 2' <br />m SECURED W/ 2-PART <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. OC <br />" <br />7CAPPED <br />GALVANIZED PIPE <br />i 5 <br />d 8", UNO <br />a 1U' <br />SIMPSON SPH4 OR SPH6 MAX. <br />•. °• <br />§ <br />W/FLANGE (� BASE <br />m FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />Fr 4" CONC., REINF. W/ <br />( <br />SPECIFICATIONS FOR <br />ANCHORS W/ O <br />W #10 WWM ON <br />USEAND <br />COMMONAILSFILL ALL <br />6-MIL POLY ETHYLENE <br />M <br />i p 4" 4" PREPARATION OF <br />m <br />HOLES, DO NOT USE 10d w <br />u •' VAPOR BARRIER ON <br />HOLE. <br />x 3" SLAB SCHEDULE <br />w • III 1'a' WELL -COMPACTED <br />A <br />SECURE FLANGE TO <br />> CLEAN FILL TERMITE <br />i <br />SLAB W/(4) 1/4" X 21/4" <br />p } <br />[SEE <br />+-0'-0" <br />TREATMENT SHALL BE <br />TAPCONS <br />m ,¢0 <br />TOP OF SLAB i <br />— <br />•' <br />y u SORA-CARE <br />Qd <br />• . <br />.�° <br />I4 (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />°'�` <br />•' <br />• f <br />6" CHAMFER (2-STORY) <br />' t (2) #5 REBAR ON CHAIRS <br />• A <br />12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%SIZE <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />MQ <br />EQ. EQ. SEE SCHEDULE <br />AND BAR QUANTRV <br />SLAB HEIGHT LESS THAN T-6' PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />` 6QALE:3/4"=''-0' (W/ UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0' <br />SCALE:34"=1'0 <br />1 A <br />SCALE. 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />T.�OF <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD WALL W/ PLAN <br />- CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING, SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />s <br />i§ <br />SLAB W/10d MASONRY <br />PROVIDE DBl TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />CONNECTORS NOT <br />D % <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />W <br />i + 0' 0" <br />POURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />8"CMU FILLED CELL (TYP.) <br />b TOP OF SLAB <br />SEE SLAB SCHEDULE <br />[SEE <br />r <br />I, <br />2X WALL FRAMING <br />W <br />TOP OF SLAB <br />+- 0'1" 1 <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />� .4 • <br />TOP OF SLAB "°• <br />f � <br />MINIMUM EMBEDMENT INTO <br />• <br />"ISOLATED" COLUMN PAD <br />° <br />GROUTED CELL, 4" FROM ENDS AND <br />• .1— <br />" <br />°� ' ' • <br />ao • CENTERED UNDER WAIL AND <br />POURED MONOLITHICALLY WITH <br />16" O.C. VERTICALLY MAX <br />"�• <br />„ -'— —�— FOUNDATION AND SLAB <br />.S <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />FOR MD. BAR SIZE <br />EQ. EQ, SEE SCHEDULE <br />AND BARQUANTD'Y <br />AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />i� <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />8 <br />(1 <br />A <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE 3/4"=1'0 <br />(NO UPLIFT) <br />SCALE:3/4"=r-a' NO UPLIFT <br />( ) <br />10 <br />11 <br />SCALE 34' 1'-0 <br />SCALE:3/4'=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327 30 <br />PH: 407-7744BO78 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />L AA N: 0003325 j <br />i <br />r <br />1y� <br />Jill <br />I <br />I <br />ILL.1 <br />BUBDIV. da LOT: <br />ABBOTT PARK <br />LOT# 36 <br />BLK 7 <br />PROJEOT* <br />4181.000-36071 <br />MODEL <br />3EAB <br />"1504—ALLE)C' <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EX. C <br />