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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• — <br />Fr <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />a <br />- <br />d i SPACING REQUIREMENTS <br />i <br />S SPACING REQUIREMENTS <br />P•. <br />• <br />GARAGE DOOR <br />RECESS <br />. <br />I <br />FO 8" CMU WALL <br />6' CMU WALL <br />> . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />� <br />IN FOUNDATION WITH 30" LEG EACH <br />•I. • <br />w m <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.) • <br />CURB FOR <br />SEE SLAB SCHEDULE <br />a <br />EXT. PORCH SLAB Al"CHAMFER(1STORY) <br />< <br />- VARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER <br />(•I.vli <br />LL <br />' v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />pro. AT ELEV: <br />W/ 112" ISOLATION .,a 6' CHAMFER (2STORY) <br />JOINT (WHERE <br />I (I -STORY) <br />W/ 12"ISOLATION l� a ' 6" CHAMFER 12STORY) <br />D. -D. <br />APPLICABLE) i - SEE SCHEDULE <br />n#747 <br />JOINT (WHERE <br />APPLICABLE) 4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />i FOR WYD, BAR SIZE <br />s <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Zr AND BAR QUANTITY <br />AND BAR QUANTITY <br />it <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 SCALE: 3/4"=P-0" <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 />z <br />5 w POURED CELL <br />CMU <br />LAP TOP PLATE A MIN. OF 48" <br />g <br />AND NAIL COMMON <br />#4 REBAR Q24" O.0 <br />3 � . � CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />g <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />ao 1,� 5' <br />I <br />WALL W/SYP <br />7' CAPPED <br />w NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE B7. PLATE TO SLAB W/ <br />- - <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />5 a SECURED W/ 2- PART <br />O g EPDXY. MIN. EMBED <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 1/75c9' WEDGE ANCHOR W/7' <br />• <br />§ <br />g ] <br />I O <br />OW ALL MANF. <br />FOLLOW <br />WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1/2" EMBED. MIN. C 16" OC <br />§ <br />to I - 4" CONC., REINF. W/ <br />t' <br />SPECIFICATIONS FOR <br />I <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />6k6" #10 NM/M ON <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />r USE AND <br />i PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2" <br />x w <br />VAPOR BARRIER ON <br />SLAB W//S)'/4" X 2 1/4" <br />-w+� a 4 HOLE, <br />LL <br />LS FILL 10d <br />I'm <br />•II WELL -COMPACTED <br />HOM SODO NIOT USE W <br />' <br />CLEAN FILL TERMITE <br />�. <br />O <br />x 3.SCHEDULE <br />rc <br />s 1 TREATMENT SHALL BE <br />at <br />4 BORA-CARE <br />' u' <br />1 <br />Q¢� <br />`P <br />fS,:,:SLA`, <br />_� a e <br />TOP OF SLAB a <br />. � 0 (2) CONT. #4 REBAR <br />4"CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />a �_ <br />(2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 95% <br />17' MIN. DEPTH INTO <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL <br />EQ. EQ. SEE SCHEDULE <br />SC <br />SLAB HEIGHT LESS THAN 3'S" H Q PER PLAN <br />BOLLARD <br />ADDING BAR TO <br />FORE BAR SIZE <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />5 BQALE:34"=,'-D <br />MONOLITHIC FOUNDATION <br />R CURB FOUNDATION WOOD WALL <br />6 <br />(K7)1��SCALE: 3/4"=1'-0" <br />(W/ UPLIFT) <br />1A FOOTING W/ BLOCK WALL <br />scALE'3/4"=r-a' <br />scALE:3/a••=1'-a• <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />PLANS FOR SPACING. SINGLE <br />SECURE RE BT BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. SLAB MASONRY NAIL <br />PROVIDE DBL. TOP PLATE SLAB <br />I <br />SLAB W/10d MASONRY <br />O/C STAGGERED. <br />I si <br />a <br />NAIL 17' O/C STAGGERED. <br />ADDITIONAL METAL <br />w <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8"CMU WALL <br />T <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. TYP.) <br />;; ( <br />REQUIRCONNEED WHENRS <br />REQUIRED WHEN NO <br />z w O-0 <br />S" CMU FILLED CELL (TYP.) <br />b TOP OF SLAB�'�'' <br />UPLIFT IS PRESENT. <br />w <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />7a <br />Y 2X WALL FRAMING <br />;. <br />j <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS S' <br />�° <br />[SEE <br />+-0'-0' <br />2 ♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />TOP OF SLAB <br />g "ISOLATED COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />.4 <br />b CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />_ ' <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />a <br />SEE SCHEDULE <br />4 <br />SEE SCHEDULE <br />FOR WMD, BAR SIZE <br />• EQ ° <br />FOR BAR SIZE <br />�--�^ <br />AND BAR QUANTITY <br />BAR <br />AND BAR QUANTITY <br />�1J <br />�^ <br />E0. EQ. VWQ BAR ARSI2E EDULE <br />FORRE SC <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO u <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />,,, <br />�_BLOCK WALL CONNECTION <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />9 SCALE 3/4"=l'-a' (NO UPLIFT) <br />SCALE: 3/4"=1'-0 <br />6QALE: 3/4"=,•-0" (NO UPLIFT) <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdaslgngroup.com <br />AA #: 0003325 <br />04 <br />N <br />� <br />� <br />a <br />W� <br />000 <br />y <br />b <br />a <br />ul <br />W <br />O <br />W <br />no <br />SVHDIV. de I.oT: <br />ABBOTT PARK <br />LOT #20 <br />BLK #11 <br />PROJECT# <br />04181.000-20111 <br />MODELS <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />A ABOMORAM <br />RO�AtfS <br />AR NO W723 <br />DRINTATE: 9/22/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />