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3C <br />MIN. EACH WAV <br />MONOLITHIC FOOTING <br />}} <br />1, <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />([� — <br />CELL SEE PLAN FOR SIZE AND <br />a <br />CELL SEE PLAN FOR SIZE AND <br />1 ��� <br />1 •. <br />c <br />SPACING REQUIREMENTS <br />a <br />o Z <br />SPACING REQUIREMENTS <br />�_ <br />GARAGE DOOR <br />a <br />$ _ <br />I+I <br />1� �— •n <br />RECESS <br />!t <br />FM <br />w <br />e"CMU WALL <br />n <br />8"CMU WALL <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />b <br />IN FOUNDATION WITH 30" LEG EACH <br />a H <br />.-0'-0" <br />+- 0'-(T <br />9 WAY AT ALL CHANGES IN DIRECTIONS <br />I ...o r' SO THAT THE STEEL REINF. IS CONTINUOUS <br />a• <br />• - TOP OF SLAB <br />TOP OF SLAB <br />. <br />MATCH AMOUNT OF COMINUOUS BARS <br />.I <br />CURB <br />PORCHISOL SLAB <br />7A.. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />CHAMFER (I-TORY) <br />18"EXT. <br />� - <br />.! <br />PORCH SLABCHAMFER <br />VARIES <br />SEESLABSCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRYEXT. <br />UNITS SET <br />T:o. AT EIEVCHAMFER <br />JQINT (WHEREION <br />(2-STORY) <br />#,L 24" <br />W/ 1/T ISOLATION[., <br />(I-STORY) <br />6" CHAMFER (2STORY) <br />�_0-0APPLICABLE) <br />iEE <br />SCHEDULE <br />JOINT (WHEREa3a APPUCABLE) 4. <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />W.D, 9AR WE <br />#6 36, <br />FOR Y D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARSPROVIDETHE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 47' <br />ta <br />EXTERIOR MONO -FOOTING <br />%EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4'�1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />_ <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />a <br />c 5 <br />#4 REBAR �24" O.C. [� CENTER OF <br />AND NAIL W/ 16Q COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br /># <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />z� <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2" CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE SECURE WEDGE <br />12'k9" WEDGE ANCHOR W/ 7' <br />WiFLANGE BASE <br />E a I EPDXY. IN. EMBED <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />< 8", LINO <br />PLATE <br />i S FOLLOW ALL MANF. <br />EPDXY 5-1/Y' EMBED- MIN- C 16" OC <br />- 4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />I <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />4 W' #10 W WM ON <br />USE AND <br />ANCHORS W/ 10d x 1 12" <br />MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />o r <br />COMMON NAILS FILLALL <br />w <br />VAPOR BARRIER ON <br />SLAB W/(4)14' X 21/4" <br />HOLE <br />b <br />DO NOT USE 10d <br />i a <br />. I 1•'a WELLLOMPACTED <br />TAPCONS <br />%OLES, <br />SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />BORA-CARE <br />u' <br />' T <br />TOP OF. <br />< <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />f <br />6" CHAMFER (2-STORY) <br />s <br />•1 (2) #5 REBAR ON CHAIRS <br />17' MIN. DEPTH INTO rc <br />2,000 PSF VIRGIN SOIL OR 95% <br />Ea EQ, <br />VIRGIN OR ENGINEERED SOIL <br />qy 00 <br />COMPACTED SOIL <br />SEE SCHEDULE <br />FORE SD, BAR SITE <br />SLAB HEIGHT LESS THAN 3'6' <br />pER PLAN <br />�cJ BOLLARD <br />J <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />BALE: 34 =,'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />6CAF:34"=, D" (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1'-0' <br />1A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16D COMMON <br />LAP TOP PLATE A MIN. OF 49' <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16tl COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <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 />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT, <br />SECURE BT. PLATE TO <br />< a <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/1po MASONRY <br />PROVIDE D8L TOP PLATE <br />SLAB W/,Otl MASONRY NAIL <br />NAIL 17'OIC STAGGERED. <br />17O/C STAGGERED. <br />�. n <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />o m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />_ w 0•-0' <br />LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />6' CMU FILLED CELL (TYP.) <br />b _ TOP OF SLAB <br />W <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />le <br />WPOURED <br />2X WALL FRAMING <br />[SEE <br />SEE SLAB SCHEDULE <br />12" DIA SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />+- <br />i .. <br />MINIMUM EMBEDMENT INTO <br />-'a <br />P O' <br />TOP OF SLAB <br />--a <br />g m - "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />b •- CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />4 <br />• •Y s SEE SCHEDULE <br />• a! ' <br />SEE SCHEDULE <br />FOR WRD, BAR SIZE <br />FOR NMD, aAR SIZE <br />./ AND BAR QUANTITY <br />EQ BEE SCHEDULE EQ. <br />AND BARQUANTITY <br />/AL <br />7t <br />FOR MD, BAR <br />AND BARRQQUANTITY <br />B <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />��INTERIOR FOUNDATION WOOD WALL <br />��FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />R INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4"=l'-a' <br />(NO UPLIFT) <br />1 1 <br />6DALE: 3/°""'-0" <br />(NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: D003325 <br />m <br />a <br />r <br />SUBDIV ac I.OT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE 4C <br />PROJECT/ <br />04181.04C-08121 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE SIIINO: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />L*j <br />D TE 12/07/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />