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3P <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />2 � STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a CELL SEE PLAN FOR SIZE AND <br />- <br />e <br />1/, <br />SPACING REQUIREMENTS <br />a SPACING REQUIREMENTS <br />J <br />P <br />--,�_ <br />GARAGE DOOR <br />8 <br />v <br />" <br />RECESS <br />�N <br />8" WALL <br />Ie <br />r FM <br />r� <br />• <br />I. <br />B"CMUWALLi <br />CMU <br />i <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />FOUNDATION WITH 30' LEG EACH <br />b +- 0-O <br />w <br />+- 0'-0' <br />- - TOP OF SLAB <br />W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />Q' <br />TOP OF SLAB <br />.. ° MATCH AMOUNT OF CONTINUOUS BARS <br />I' <br />CURB FOR <br />1/Z' ISOLATIONCHAMFER <br />EXT. PORCH SLABVANDSARQUANTITY <br />SEE SLAB SCHEDULE <br />BAR SIm <br />" CHAMFER (1STORV)� <br />#3 <br />...., <br />° - V I <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLABW/ 4" CHAMFER <br />ILL <br />o. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/ MASONRY <br />UNITS SET <br />r:Q. AT ELEV: <br />JOINT (WHERE <br />(2-STORY) <br />#4 <br />(1STORV) <br />W/ 12' ISOLATION I <br />6' CHAMFER (2STORY)APPLICABLE) <br />`-7_i <br />SEE SCHEDULE #5 <br />JOINT (WHERE <br />APPLICABLE) A SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WHO, BAR SIZE <br />#6 <br />i FORVJ O, BAR SIZE <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 <br />h <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1' 0" <br />SCALE: <br />(1) #5 REBAR VERTICALLY W! CONC. <br />z <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />6 <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />y <br />mLAP <br />9 <br />#4 REBAR 024" O.C. CENTER OF <br />NAILS, 2-ROWS, I'O/C BTM <br />TO OCCUR OVER STUD OF WALL W/ PLAN <br />y; <br />SLAB <br />ORZK6 BEARING PROVIDE BLOCKING <br />Z. <br />W44 WOOD <br />ALL Wl <br />o� <br />5' <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />I <br />NEW REINF. BAR <br />1/7k8" WEDGE ANCHOR W/7' TO BE PT. PROVIDE DBL TOP <br />7' CAPPED <br />$ SECURED W/ 2- PART <br />5 EPDXY. MIN. EMBED <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY S-1/T' EMBED, MIN. 0 16" OC <br />GALVANIZED PIPE <br />8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />§ <br />W/FLANGE 0 BASE <br />FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />F <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />n <br />ON <br />p 6-MI <br />M <br />�� ( USEAND <br />�+ <br />COMMON NAILS FILL ALL <br />t <br />POLY ETHYLENE <br />1 6-MIL POLY ETHYLENE <br />4, 4„ PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 100 <br />c3 <br />a <br />VAPOR BARRIER ON <br />^ II WELL <br />x 3" SEE SLAB SCHEDULE <br />-COMPACTED <br />CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4' <br />0'-0' . <br />TREATMENT SHALL BE <br />TAPCONSO <br />TOPOF SLAB e_ , <br />s BORA-CARE <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />n — <br />s <br />F <br />6" CHAMFER (2-STORY) <br />e <br />(2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR BS% <br />EQ. EQ. SEE SCHEDULE <br />17' MIN. DEPTH INTO rc <br />COMPACTED SOIL <br />FOR VAD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL g o <br />n� <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-6" <br />PER P1-AN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />7 SCALE 3/4"=V-0" <br />(W/ UPLIFT) <br />EXTERIOR <br />5 <br />6 <br />DOTING <br />W/ BLOCK WALL <br />SCALE:3/4"=1'(' <br />scALE:3a'=r-0 <br />1 A <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN, OF 46' <br />AND NAIL WI 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />L <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/PLAN <br />AND NAIL 16d COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <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 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT, PLATE TO <br />S _ <br />SLAB WltOd MASONRY <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />+ lY-0" <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />L <br />° _ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />�I <br />2X WALL FRAMING <br />l <br />TOP OF SLAB <br />+ 0-0" <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS S' <br />TOP OF SLAB -a° <br />z <br />s <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GRO UTED CELL, 4" FROM ENDS AND <br />, <br />- <br />4 CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />•� POURED MONOLITHICALLY WITH <br />e° <br />„ <br />-- - FOUNDATION AND SLAB <br />° <br />SEE SCHEDULE <br />SEE SCHEDULE <br />EQ. EQ. <br />/ FOR VACD, BAR SIZE <br />/ FOR MO, BAR SIZE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />lr AND BAR QUANTITY <br />i <br />� AND BAR QUANTITY <br />Z <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO JAM <br />8 <br />(9SCAUE <br />FOOTING AND COL. PAD <br />SCALE: 3l4"=1'-(Y' <br />(NO UPLIFT) <br />' <br />314'=l'-U' (NO UPLIFT <br />In <br />I <br />V SCALE: 3/4"=,•-0" <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: 3/4"=,'-0" <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL32780 <br />PH: 407-774.6076 <br />FAX: 407-7744078 <br />www.abdesigngroup.Dom <br />AA #: 0003325 <br />Y <br />BUBDIM & LOT: <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT* <br />04181.000-19111 <br />MODEL: <br />3EAB <br />"1504- ALLEXD <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH W. C <br />AA <br />NO <br />DA 06/24/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />