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So- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />PIN <br />44 <br />H <br />Him <br />MA <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�. a ' <br />d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />,I.,. SPACING REQUIREMENTS! <br />¢ <br />u <br />1 ' 'Y� �.._•..' -r,� • <br />GARAGE DOOR <br />RECESS <br />#J <br />w <br />oa <br />a <br />r•— <br />r FMB" <br />Po � <br />8" CMU WALL <br />R <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w <br />4" <br />69. <br />o' . IN FOUNDATION WITH 30" LEG EACH <br />y <br />TOP OF SLAB <br />+ <br />TOP OF SLAB <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />I .., I SO THAT THE STEEL REINF. IS CONTINUOUS <br />v <br />..gAND <br />, • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURBFOR <br />< <br />EXT. PORCH SIAB <br />W/ 1/2" ISOLATIONCHAMFER <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />CHAMFER (ISTORY) <br />#3 ,g• <br />, <br />EXT. PORCH SLAB <br />ar•�� SEE SLAB SCHEDULE <br />- V IF <br />TOP OF GARAGE <br />4"CHAMFER 1STORY <br />( ) <br />. I•I. ILL <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�-p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE <br />(2STORY <br />pq Y4•,W/2"ISTION7g" <br />I. �CHAMFER (2STORV) <br />.:APPLICABLE)EE <br />SCHEDULE <br />#5 30" <br />JOINT (WHERE. <br />APPLICABLE) <br />• P SEE SCHEDULEWHEN <br />G. <br />TRANSITIONS ARE MADE FROM FOUNDATIONSHAVING <br />WxD, BAR &2E <br />BAR QUANTITY #6 38 <br />FatWxD, BAR SIZE <br />BAR DUANmY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND <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 />scALE:aa"=r-a' <br />2 <br />@ GARAGE SCALE:34"=1'-D' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE;3/4"=l'-0" <br />(,) #5 REBAR VERTICALLY W/ CONC, <br />POURED CELL <br />LAP TOP PLATE AMIN. OF 41r' <br />8" CMU <br />COMMON <br />u <br />NAIILLS, 2' ROWStl4"O/C BTM. <br />VERIFY HEIGHT <br />5 <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />V <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />B u <br />Z V. <br />WALL W/ SVP No 2 STUDS SEE <br />< o <br />e�✓3 11 <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />5 SECURED W/2-PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />_ <br />2" CAPPVANIEDZED <br />t9t °j EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GAL PIPE <br />-' S 8", UNO <br />NAIL 12" O/C STAGGERED. <br />• • e' <br />¢ <br />W/FLANGE BASE <br />a D FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />H 4" CONC., REINF. W/ <br />I <br />q SPECIFICATIONS FOR <br />CONNECTORS NOT <br />ro <br />#,O ON <br />i I USE AND <br />z ? <br />REQUIRED WHEN NO <br />-MIL POLYY ETHYLENE <br />R <br />n <br />PREPARATION OF <br />4 4 <br />UPLIFT IS PRESENT. <br />w <br />VAPOR BARRIER ON <br />O HOLE. <br />•II T4 WELL -COMPACTED <br />SECURE FLANGE TO <br />; <br />SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 14' <br />TREATMENT SHALLBETAPCONSTOP <br />A BORA-CARE <br />OF SLAB .. <br />S : . u <br />•.. <br />PQ�. <br />..a <br />(2) CONT. #4 REBAR <br />� <br />4" CHAMFER (1STORY)'—'�6"— <br />"A— <br />e <br />e� <br />. f <br />6" CHAMFER (2-STORY) <br />:. <br />4 (2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH INTO <br />z 2,000 PSF VIRGIN SOIL OR 95% <br />Ea. EQ. <br />DUL SEE SCHEE <br />VIRGIN OR ENGINEERED SOIL <br />s W COMPACTED SOIL <br />i. <br />q D BAR QUUANmV <br />SLAB HEIGHT LESS THAN 3'-T <br />h C� PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE :—=1'_0 <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3!4"=1'-0' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />s CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />rr <br />SPACING REQUIREMENTS <br />PROVIDE DEL. TOP PLATE <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br /># <br />CONNECTORS NOT <br />J <br />O <br />REQUIRED WHEN NO <br />IS <br />8" CMU WALL <br />UPLIFT PRESENT <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) ♦•• <br />+- SL <br />TOP OFAB <br />.4 � TOP OF S+_ LAB0'-0' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />. <br />, <br />' <br />e <br />� <br />TOP OF SLAB <br />.ee <br />1/2" DIA. SIMPSON 5782 BOLTS 5" <br />MINIMUM EMBEDMEN71NT0 <br />� <br />SEE SLAB SCHEDULE .4• <br />a . <br />BAR SIZE 48 BAR DIA e • <br />EXT. PORCH SLAY 4" CHAMFER (I -STORY) 4 <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18' !n D <br />4 <br />4'Y <br />16" O. C. VERTICALLY MAX <br />JOINT (WHERE #4 24" <br />8 <br />APPLICABLE) i x MEINFOR STEEL aT ' <br />#5 30' <br />� REINFORCEMENT <br />6'PVC CHASE PER SCHEDULE #6 36 <br />SEE SCHEDULE <br />FOR WAR, BAR 012E <br />THRU FOOTING <br />6" PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />PER SCHEDULE <br />sCALE:3/4"=,'-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE: 3/4"=1'-0' <br />12 SCALE: 3/4"=1'-0' <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.ebdesigngroup.com <br />AA #: 0003325 <br />V <br />CS <br />I <br />All <br />I <br />I <br />IN <br />4 <br />iLL.1 <br />svaDiv at LD <br />ABBOTT PARK <br />IDT #6 <br />BLK #14 <br />PHASE 4C <br />P1lOJ=Tip <br />04 8 .04C- 6141 <br />HODRU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWUM. <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />