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SLY• <br />MIN. EACH WAY <br />L <br />MONOLITHIC FOOTING <br />yy <br />IV <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />^— <br />Rv <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />$ SPACING REQUIREMENTS <br />• <br />v� <br />" <br />_ SPACING REQUIREMENTS <br />^— _ <br />GARAGE DOOR <br />'r <br />RECESS <br />�� <br />om < <br />r FM <br />uu�H <br />�5 <br />o " <br />8" CMU WALL <br />I <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />w e• <br />8" CMU WALL <br />+- <br />f Is. q . <br />IN FOUNDATION WITH 30" LEG EACH <br />> I <br />d WAY A7 ALL CHANGES DIRECTIONS <br />TOP OF SLAB <br />L <br />TOP OF SLAB <br />I <br />. SOTHAT THE STEEL REINF. IB CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE BLAB SCHEDULE <br />BAR SIZE 48 BAR DIAEXT. PORCH SLABCHAMFER (1STORY) <br />.- S�2MASONRY <br />• W SEE SLAB SCHEDULE TOP OF GARAG <br />EXT. PORCH SLAB <br />. ; . CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />gyp. AT ELEV. <br />#3 1g, <br />ISOLATIONCHAMFER (2STORY)W/112'• <br />7AND <br />4" CHAMFER (1STORY) <br />ISOLATION <br />J01/2" <br />6" CHAMFER (2STORYAPPLICABLE)ESCHEDULE <br />#5 30• <br />30INT VMERABLE) "• • SEE SCHEMLE <br />APPLICABLE) 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />SIZE <br />#6 36' <br />z FOR BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR Ol1ANRiY <br />BAR UA <br />MD, <br />AND BAR QUANTRY <br />IN <br />NUMBER OF BARB (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 SCALE:34"=1'-D' <br />SCALE:34"=1'-0" <br />@ GARAGE <br />q <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />AND NAIL W/ 15d COMMON <br />Co. <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />5 #4 REBAR 024" O.C. CENTER aF <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />SLAB <br />2x4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS <br />ST. PLATE TO SLAB W/ <br />NEW REINF. BARSECURE <br />SPACING. SINGLE BTM.LATE <br />1/2"x9" WEDGE ANCHOR W/ 2' <br />SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL T� <br />WASHER SET IN HIGH STRENGTH <br />" <br />2" CAPPED <br />I EPDXY. MIN. EMBED <br />PATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />GALVANIZED PIPE <br />zi d 8", LINO <br />a o <br />SIMPSON SPH4 OR SPHB MAX <br />• c• <br />4 <br />W/FLANGE C BABE <br />FOLLOW ALL MANF. <br />x <br />BTM AND TOP PLATE <br />fu I .• <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />ANCHORS W/ 10d z 1 1f2' <br />n '8 "x8"410 WAM ON <br />{ e <br />4 <br />I USE AND <br />COMMON NAILS FILLALL <br />-MIL POLY ETHYLENE <br />.E <br />M <br />q• p PREPARATION OF <br />HOLES, DO NOT USE 10d <br />. <br />- VAPOR BARRIER ON <br />j HOLE, <br />x 3' SLAB SCHEDULE <br />w • I•' 1-D WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />SLAB V>d(4) 1/4" X 2 1/4" <br />[SEE <br />'{p <br />TREATMENT SHALL BE <br />TAPCONS <br />m QO <br />TOP OF SLAB <br />BORA-CARE <br />P <br />.. " •. <br />..4 <br />r (2) CONT. #4 REBAR <br />4"CHAMFER (1STORY) <br />••a�-•! <br />f <br />6" CHAMFER (2STORY) <br /># <br />.; <br />a (2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 95% <br />EO. EQ. SEE SCHEDULE <br />12" MIN. DEPTH INTO z rc <br />VIRGIN OR ENGINEERED SOIL f COMPACTED SOIL <br />FOR MD, BAR SIZE <br />gHWOOD <br />BLAB HEIGHT LESS THAN 3'-8" m0 pER plgiy <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WALL <br />EXTERIOR MONO DEEP <br />LLARD <br />MONOLITHIC FOUNDATION <br />7 SCALE 34'=V-a' (W/ UPLIFT) <br />&�L <br />6 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3i4"=1'-P' <br />ef221���� <br />LAP TOP PLATE AMIN. OF481' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 49' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. O <br />z <br />NAL 12" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE SLAB Wil S0tl MAASONRSONRY NAIL <br />12" O/C STAGGERED, <br />m <br />ADIDITIONAL METAL <br />ADDITIONAL METAL <br />w <br />7 <br />CONNECTORSNOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />g w <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />x +-a-0" <br />- <br />'f '' 8" CMU FILLED CELL (TYP.) <br />b "� TOP OF SLAB <br />BEE SLAB SCHEDULE <br />"• <br />« 0-0„ <br />I• <br />2X WALL FRAMING <br />TOP Of SLAB " " <br />{)' <br />BEE SLAB SCHEDULE <br />S MPSON STB2 BOLTS 5" <br />1/2" DIA I <br />a40TOP <br />OF SLAB <br />• <br />MINIMUM EMBEDMENT INTO <br />" • •�G_ •�-e_a .— <br />°.'• <br />•°•� <br />- "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />e <br />b CENTERED UNDER WALL AND <br />18" O.C. VERTICALLY MAX <br />=�" POURED MONOLITHICALLYWITH <br />a <br />- . FOUNDATION AND SLAB <br />< <br />SEE SCHEDULE <br />SEE SCHEDULE <br />EQ. EQ. <br />FOR BAR 312E <br />/ FOR WAR, BUR 312E <br />SEE SCHEDULE <br />FOR WAD, MR SIZE <br />BAR <br />AND BAR QUANTITY <br />/ AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />OR FOUNDATION WOOD WALL <br />(�CALE:3/4"=l'_a' <br />UPLIFT) <br />COMBINED EXTERIOR MONO- <br />OTING AND COL. PAD(NO <br />INTERIOR FRAME BRIG WALL TO SE <br />scALE:34"=1-a' <br />10 scALE 3/4"=1'-a' <br />11 <br />scALE:3/4"=1'-a• <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407.774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />C <br />avaDiv & L,oTt <br />ABBOTT PARK <br />LOT #40 <br />BLK #7 <br />PROJWTp <br />041 1. 00-4 071 <br />MODEL: <br />3EEB <br />"2260-ELSTON' <br />GARAGE BVIDM: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />WhAW A ABOU*KMA <br />L AR NO 99799/ A <br />Dw 09/21/21 <br />SCALE: 1/4"=1'-0" <br />839mm <br />S1.1A <br />