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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />}} <br />STEEL REINFORCING IN GROUTED <br />— - <br />a <br />i CELL SEE PLAN FOR SIZE AND <br />% CELL SEE PLAN FOR SIZE AND <br />v <br />• <br />d-> SPACING REQUIREMENTS <br />d a <br />8� SPACING REQUIREMENTS <br />v°- <br />- �v, �� <br />GARAGE DOOR <br />• <br />v <br />RECESS <br />�� a <br />a <br />gy . <br />b i 8" CMU WALL <br />8" CMU WALL <br />i <br />1. IN FOUNDATION WITH 30" LEG EACH <br />1 • pFCORNER BARS, SAME 512E AS LARGER BAR <br />B• <br />y <br />i +- 0'-0" <br />•I. d WAY AT ALL CHANGES IN DIRECTIONS <br />+- 0'-0, <br />TOP OF SLAB <br />v <br />y, <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB CHAMFER (1 STORY) <br />#3 18" <br />go <br />VARIESv <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLABW/1/Z' 4" CHAMFER <br />,MASONRY <br />CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />�b. AT ELEV: <br />ISOLATION CHAMFER (2STORY) <br />(WHERE #4 24" <br />(1STORY) <br />W/12'ISOLATION` 6"CHAMFER(2-STORY)APPLICABLE) <br />0•-ryeJOINT <br />SCHEDULE #5 30" <br />JOINT (WHERE=EE <br />APPLICABLE q SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR BAR BAR SIZE #6 36, <br />BAR <br />FOR NhD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />DUANnTY <br />rr AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 az• <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=l'-0' <br />@ GARAGE SCALE:3/4"=l'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />,,)EXTERIOR <br />SCALE: 3/4"=l'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" ----�� <br />8" CMU <br />AND NAIL W/ 16tl COMMON <br />o m <br />g /W REBAR 024" O.C. Q CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SLAB <br />c <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />z z <br />WALL W/ SYP <br />E 0 2 <br />o 15 <br />u I <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />I <br />NEW REINF. BAR <br />12"x9" WEDGE ANCHOR W/ 2" <br />°vi SECURED W/2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />2" CAPPED <br />a 5 EPDXY. IN. EMBED <br />I <br />PLATE EPDXY 5-12" EMBED. MIN. 0 16" OC <br />GALVANIZED PIPE <br />8",UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />° a• _° <br />4 <br />W/FLANGE @ BASE <br />'a FOLLOW ALL MANF, <br />BTM AND TOP PLATE <br />t+ 4' CONC., REINF. W/ <br />I <br />SPECIFICATIONS FOR <br />i4 <br />M Z 6'W"#10 WWM ON <br />I <br />4 <br />I USE AND <br />COMMON NAILS FILL ALL <br />t 6-MIL POLY ETHYLENE <br />M <br />_ PREPARATION OF <br />4 q <br />HOLES, DO NOT USE tOd w <br />3 N VAPOR BARRIER ON <br />HOLE. <br />x 3" p SEE SLAB SCHEDULE <br />° II I`a WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />SLAB WI(4)1/4" X 2 114" <br />o } <br />+ip <br />t TREATMENT $HALL BE <br />a <br />TAPCONS <br />�• P,�tO <br />TOP OF SLAB ° <br />•: BORA-CARE <br />• u • <br />1 <br />d <br />I• (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />s' <br />f <br />V <br />6" CHAMFER(2STORY) <br />• <br />a (2)#5 REBAR ON CHAIRS <br />1Z' MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% <br />EO. EO. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />•"� <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-6' PERPLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />i BCALE: -" T-O" (W/ UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />scALE:3a'=1'-0" <br />SCALE: 3/4"=1'-0 <br />1 A <br />SCALE: <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 />OF WALL W/ PLAN <br />LAP TOP PLATE A MIN. OF 48" <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. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD 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 2x8 WOOD BEARING PROVIDE BLOCKING <br />i <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />s <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />o a <br />NAIL'SO/C STAGGERED. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />16" 0/C STAGGERED. <br />J <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN <br />,� 8" CMU WALL <br />POURED LINTEL CON7. (TYP.) <br />UPLIFT IS PRESENT. <br />T. <br />UPLIFT IS PRESENT. <br />_ +- 0•�• <br />8" CMU FILLED CELL (TYP.) <br />y, TOP OF SLAB <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />+-0'-0'12 <br />SEE SLAB SCHEDULE <br />�°2X <br />DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />i _SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />Z f <br />g "ISOLATED" COLUMN PADb <br />GROUTED CELL, 4" FROM ENDS AND <br />°`SLABa• <br />CENTERED UNDER WALL AND <br />16 O.C.VERTICALLY MAX <br />VEQ. <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR W.0 BAR SIZE <br />BEE SCHEDULE <br />OR BAR BAR SIZE <br />- qND BAR QUANTITY0R <br />. AND BAR DUANTITYJUN <br />WxD, BAR SIZEND <br />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 />J <br />10 <br />11 <br />(NO UPLIFT) <br />SCALE: 3/4"=V-O" (NO UPLIFT) <br />SCALE: 3/4"=1'-0 <br />SCALE:34"=1'-0' <br />U N. RONALD REAGAN BL <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.a bdeslgngroup.com <br />AA 8: 0003325 <br />MINg <br />9 <br />fA <br />VHDIV. as LAT: <br />BBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJECTED <br />04181.000-28121 <br />MODEL. <br />3EAB <br />"1504-ALLEX" <br />GARAGE SI IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />B21 <br />rpRn4TDATE: 08/14/21 <br />SCALE: 1/4"=1•-0" <br />SHEET <br />S1.1A <br />