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IF <br />30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />c <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />Q0- <br />U SPACING REQUIREMENTS <br />< d <br />0 I <br />¢� r SPACING REQUIREMENTS <br />{{{{{ <br />�- , <br />lo, °r — <br />GARAGE DOOR <br />RECESS <br />a0 W <br />I <br />a Q <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />u) W 8+ <br />W <br />0 N Z_ 8" CMU WALL <br />0 (0 <br />O 8" CMU WALL <br />IN FOUNDATION WITH 30" LEG EACH <br />! �.. WAY AT ALL CHANGES IN DIRECTIONS <br />= <br />WU <br />N <br />O <br />i0 + 0'-0" <br />I .• > SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />M +- 0'-0" <br />TOP OF SLAB <br />TOP OF SLAB <br />.I , MATCH AMOUNT OF CONTINUOUS BARS <br />is CURB FOR <br />MASONRY <br />SEE SLAB SCHEDULE <br />(AVARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />'" Z;p, AT ELEV: <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLABCHAMFER (1-STORY).;W/ 1/2" ISOLATIONCHAMFER (2STORY) 18" <br />(WHERE #4 24" <br />WANDEARQUANTITY <br />EXT. PORCH SLAB q" CHAMFER (1-STORY)JOINT <br />6" CHAMFER (2STORY) <br />WHEN TRANSITIONSARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) Z SCHEDULE 3T. <br />JO"ISOLATION °! <br />"•---���—�"• EE SCHEDULE <br />JOINT (WHERE -#5 <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />WxD, BAR SIZE <br />APPLICABLE) Z 4 <br />FOR WxD, BAR SIZE <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />, <br />N AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />n <br />2 <br />--- <br />SCALE:3/4"=1'-0" <br />@ GARAGE SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0' <br />? (1) #5 REBAR VERTICALLY W/ CONC. <br />W POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />Q B" CMU <br />AND NAIL W/ 16d COMMON <br />p m <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN <br />I <br />Q a #4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />W SLAB <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O� <br />Z Z W <br />p a I <br />WALL W/SYP <br />O > 5' <br />`r <br />T CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />O;'� I <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE 1/2'k5' WEDGE ANCHOR W/ 2' <br />W/FLANGE @ BASE <br />a EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />Q 8", LINO <br />PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />a^ <br />b <br />Q 0 FOLLOW ALL MANF. <br />= SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />U USE AND <br />I <br />BTM AND TOP PLATE <br />4' CONC. REINF. Wf <br />ah <br />IS FLANGE TO <br />= m <br />f- PREPARATION OF <br />ANCHORS Wl 10d x 1 12" <br />H, .8 6 x6' #10 WWM ON <br />I a <br />SLAB W/(4) 1/4" X 2 1/4" <br />O HOLE. <br />COMMON NAILS FILL ALL U <br />S to 6-MIL POLY ETHYLENE <br />Z <br />HOLES, DO NOT USE 10d W <br />W ,_0" VAPOR BARRIER ON <br />TAPCONS <br />O <br />z 3" Q SEE SLAB SCHEDULE <br />WELL-COMPACTED <br />x j all CLEAN FILL TERMITE <br />O} <br />Q TREATMENT SHALL BE <br />. Q <br />TOP OF SLAB <br />jI 5 u BORA-CARE <br />I I <br />4" CHAMFER (1STORY) <br />-� <br />f (2) CONT. #4 REBAR <br />e <br />fi" CHAMFER (2-STORY) <br />° <br />(2) #5 REBAR ON CHAIRS <br />•`l <br />° <br />EQ. EQ. SEE SCHEDULE <br />IY 2,000 PSF VIRGIN SOIL OR 95% <br />12" MIN. DEPTH INTO W COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL ?p <br />BOLLARD <br />ADDING BAR TO <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" U PER PLAN <br />5 S°ALE: 3/^"=''-°" <br />MONOLITHIC FOUNDATION <br />'7 INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />6 SCALE:34"=1'-0" <br />r SCALE 3/4"=V-0" (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF W' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 26 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING, SINGLE <br />SECURE ST. PLATE TO <br />d <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB WS 0d MASONRY NAIL <br />0 <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢¢ <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m <br />e <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />IL <br />¢ y <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O 8"CMU WALL <br />W <br />M Z +- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />'�p•, 8' CMU FILLED CELL (TYP.) <br />= � � TOP OF SLAB <br />Q <br />SEE SLAB SCHEDULE <br />+ 0,-0, <br />I- <br />2X WALL FRAMING <br />TOP OF SLAB ��._ <br />+- 0'- <br />Z SEE SLAB SCHEDULE <br />12"DIA. SIMPSON STB2 BOLTS 5" <br />n <br />TOP OF SLAB -a• <br />Z - ro <br />MINIMUM EMBEDMENT INTO <br />-a <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />d,'•. <br />m _- CENTERED UNDER WALL AND <br />POURED LY WITH <br />16" O.C. VERTICALLY MAX <br />4 <br />SEE SCHEDULE <br />- - _ FOUNDATION AND SLAB <br />- � SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR MD, BAR SIZE <br />I <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�+ <br />AND BAR QUANTITY <br />• INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE:3/4"=,'-0" NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />i SCALE:3/4"=1'-0" <br />(NO UPLIFT) <br />(`� <br />10 SCALE 3/4"=r-0' <br />11 <br />SCALE <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />F <br />o <br />� <br />d <br />n <br />F <br />4 <br />9� <br />$ <br />c <br />9UHDIV. de I.OT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04 81.000-05131 <br />MODEIU <br />2554-E301- <br />"DARWIN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E <br />