Laserfiche WebLink
MIN. EACH WAY <br />THIC FOOTING <br />, <br />STEEL REINFORCING IN GROUTED <br />i� <br />STEEL REINFORCING IN GROUTED <br />�TSPACING <br />tFi <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />5 <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTSACING <br />, <br />GARAGE DOOR <br />rc` <br />RECESS <br />m <br />°, <br />o m <br />8" CMU WALL <br />8" CMU WALL <br />///''��� <br />, 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />w i <br />e• <br />+- 0'-0" <br />l FOUNDATION WITH 30" LEG EACH <br />° ,I I � <br />y y <br />WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />TOP OF SLAB <br />• TOP OF SLAB <br />(,.>° SO THAT THE STEEL REINF. IS CONTINUOUS <br />it <br />• <br />,I MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />" CHAMFER (1STORY) <br />18' <br />EXT. PORCH SLABWANIOSARQUANITTY <br />' <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I ° ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />— AT ELEV. <br />W/ 12" ISOLATION CHAMFER (2-STORY) <br />JOINT(WHERE #4 44"W/12" <br />�� <br />ISOLATION ° <br />4" CHAMFER (1STORY) <br />6"CHAMFER(2-STORY)APPLICABLE) <br />SCHEDULE #5 30' <br />JOINT(WHEREiEE <br />APPLICABLE) a <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WxD, BAR sIZE <br />#6 36' <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO-FOOTINGMONOLITHIC <br />FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0" <br />n <br />2 @ GARAGE SCALE:34"=1'-0 <br />(—,`-,,.CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />S 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />m #4 REBAR @24•' O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />o si <br />2x4 OR 2,6 WOOD BEARING PROVIDE BLOCKING <br />60� 5' <br />I <br />WALL W/SYP <br />I <br />7' CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB W/ <br />_ <br />GALVANIZED PIPE <br />SECURED W/2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/7Sc9•' WEDGE ANCHOR W/ 7' <br />W/FLANGE 0 BASE <br />0 a EPDXY. IN. EMBED <br />S I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 1fi" OC <br />}� <br />5 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />USE AND <br />BTM AND TOP <br />p 6W"#10 WWM ON <br />ANCHORS W/ Odx 1E 12" <br />6-MIL POLY ETHYLENE <br />L <br />SECURE FLANGE TO <br />w _ PREPARATION OF <br />4 4• <br />COMMON NAILS FILL ALL <br />u - <br />_ VAPOR BARRIER N <br />SLAB W/(4) 111V X 21/4•' <br />Z HOLE. <br />HOLES, DO NOT USE 10tl <br />, II 7•-0' <br />, WELL -COMPACTED <br />TAPCONS <br />z 3" CHEDULE <br />CLEAN FILL TERMITE <br />T 1 <br />�QO} <br />TREATMENT SHALL BE <br />a - <br />f5L��51LABS <br />4 BORA-CARE <br />TOP <br />OF SLAB <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />n <br />6" CHAMFER (2STORY) <br />(2) #5 REBAR ON CHAIRS17'MIN. <br />=A2D <br />DEPTH INTO a2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTEDSOIL <br />VULE <br />IRGIN OR ENGINEERED SOIL <br />SIZE <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />5 <br />ADDING BAR TO <br />TITY <br />EXTERIOR MONO DEEP <br />SQALE:3/4„=,•-D" <br />MONOLITHIC FOUNDATION <br />R CURB FOUNDATION WOOD WALL <br />6 <br />(DNI�TLE: <br />3/4"=l'-0"(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4"=1'-D' <br />SCALE: 3l4"=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 />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />J� <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 PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2 <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10tl MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q <br />rc <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />O w <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />— +- <br />POURED LINTEL CONT. (TYP.) <br />h <br />8" CMU FILLED CELL (TYR) <br />TOP OF SLAB}0': <br />LAB <br />rc SEE SLAB SCHEDULE <br />> <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />10 DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />+-0'-0" <br />? e <br />"ISOLATED' <br />MINIMUM EMBEDMENT INTO <br />_ �_ <br />TOP OF SLAB <br />g COLUMN PAD <br />to CENTERED UNDER WALL AND <br />GROUTED CELL, 4" FROM ENDS AND <br />le, O.C. VERTICALLY MAX <br />• • __ -fin <br />• <br />•- • <br />POURED MONOLITHICALLY WITH <br />ii <br />° <br /># !- <br />, FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR WxQ BAR SIZE <br />./ AND BAR QUANTITY <br />EQEQ. <br />. SEE SCHEDULE <br />AND BAR QUANTITY <br />li ,AL <br />FOR MID, BAR SIZE <br />a <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />$ (NO UPLIFT) <br />j9)..ALE: _'-0' (NO UPLIFT) <br />10 SCALE: 3/4"=1'-0 <br />11 SCALE:34"=1'-0' <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngrou p.com <br />AA #: 0003325 <br />0. <br />dd <br />6 <br />9U13DIV. & I,OT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT* <br />04181.000-26071 <br />UODEL• <br />4EBB <br />°1828-CALI" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH . C <br />