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MIN. EACH WAV <br />MONOLITHIC FOOTING <br />,I <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />•> <br />�-.` — <br />g CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />•.�I i <br />SPACING REQUIREMENTS <br />a� SPACING REQUIREMENTS <br />a_ <br />GARAGE DOOR <br />.. <br />J <br />RECESS <br />a <br />g <br />FM <br />8"CMU WALL <br />b <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I FOUNDATION WITH <br />Y <br />+- 0'-0" <br />IN 30" LEG EACH <br />> •I. .p <br />+- 0' <br />_y .. TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .,. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4"CHAMFER (1STORY) <br />° <br />iq 18" <br />.`� (-)VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB CHAMFER <br />a <br />.I•I.° (� CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />N UNITS SET <br />- T p. AT ELEV. <br />W/ 1/2, ISOLATION ., a 6" CHAMFER (2STORV) <br />JOINT (WHERE. • it4 24" <br />4" (1STORV) <br />W/ 1/Y' ISIl q 6" CHAMFER (2-STORY) <br />a <br />0'-(Y' <br />APPLICABLE) z SEE SCHEDULE 30" <br />; •: jj <br />JOINT AS <br />APPLICABLE 4. SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s FOR=. BAR ME <br />96 <br />i FOR MD. BAR SIZE <br />s <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />h AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ie 2 TO 3, PROVIDE 2 BARS LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:34"=1'-d <br />2 UL% GARAGE SCALE:8/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/40 "=1'-" <br />SCALE: 3W=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC, <br />POURED CELL <br />8"CMU <br />LAP TOP PLATE A MIN. OF 48" <br />S g #4 REBAR @24" O.C. Q CENTER OF <br />AND NAIL W/ COMMON VERIFY HEIGHT <br />V SLAB <br />, <br />NAILS, 2-ROWS, 4" BTM. OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD <br />? p E <br />D <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O � I ' <br />2" CAPPED <br />52 I <br />WALL W/ SYP <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />W/FLANGE 0 BASE <br />EPDXY. MIN. EMBED <br />$ S <br />1/77c9" WEDGE ANCHOR W/ 7' <br />TO BE PT. PROVIDE DEL. TOP <br />I 8'UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />•,. a, <br />d]d , <br />S FOLLF. <br />ALL NFOR <br />EPDXY 5-117' EMBED. MIN. @ 16" OC <br />4" CONC., REINF. W/ <br />M <br />�q SPECIOFICATIONSW <br />SIMPSON SPH4 OR SPH6 MAX. <br />&W' #10 WWM ON <br />°' USE AND <br />I <br />BTM AND TOP PLATE <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />ANCHORS W/ x 1 12" <br />u w VAPOR BARRIER ON <br />SLAB W/(4)1/4" X 21/4'• <br />o a• 4• HOLE. <br />COMMON NAILSS FILL ALL <br />WELL -COMPACTED <br />TAPCONS <br />HOLES, DO NOT USE too - <br />CLEAN FILL TERMITE <br />x 7' E SLAB SCHEDULE <br />F 111 TREATMENT SHALL BE <br />c •; BORA-CARE <br />O <br />[SEE <br />> <br />+-700'-d' <br />°. •'--" • <br />Q� <br />, Q- <br />P OF SLAB < 1 <br />(2) CONT. 14 REBAR <br />4"CHAMFER (I -STORY) <br />-� <br />6" CHAMFER (2-STORY) <br />a (2) #5 REBAR ON CHAIRS <br />• ° •O <br />.-12" MIN. DEPTH INTO z rc ` 2,000 PSF VIRGIN SOIL OR 95%• <br />VIRGIN OR ENGINEERED SOIL s COMPACTED SOIL <br />° <br />EQ. EQ. SEE SCHEDULE <br />FOR MD. R SOE <br />SLAB HEIGHT LESS THAN T-6' PER PLAN <br />BOLLARD <br />AND BAR QUA <br />QUANTITY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />6cALE. 3/4'•='•-°' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 BCALE 314"=''-�' <br />� <br />A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" — <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />1!LAP <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 />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/ SVP No 2 STUDS SEE <br />WALL W/ SVP No 2 STUDS SEE <br />5 <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />d a <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />a <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10o MASONRY <br />PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />,V a <br />NAIL 17' O/C STAGGERED. <br />ADDITIONAL METAL <br />m <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />z +- d-0"+�;, <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP.) <br />- - -- - TOP OF BLAB <br />m., <br />W <br />R SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />I, <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/7' DIA, SIMPSON ST82 BOLTS 5" <br />[SEE <br />+-0'-0" <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />TOP OF SLAB 4- • <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />15'O.C. VERTICALLY MAX <br />POURED WITH <br />4 <br />+ - FOUNDATION ANDSILABLY <br />Q <br />SEE SCHEDULE <br />71x: <br />SEE SCHEDULE <br />WAD, BAR SQE <br />FOR W BAR 612EFOR <br />AND BAR OUANTIIYANDBARQUANTITYE <br />IZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />R7' <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />�� BLOCK WALL CONNECTION <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />9 SCALE: 3/a"=r d' (NO UPLIFT) <br />scALE: 3/a'=r-a' <br />1 SCALE: 34"=1'-O <br />l"i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />W <br />V <br />y <br />stMD:v e. LOT <br />ABBOTT PARK <br />LOT #22 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-22121 <br />UODEL° <br />4EBB <br />"1828-CALI" <br />GARAGE BWXNG: <br />RIGHT <br />I AGE: <br />DETAILS <br />60 MPH EXP. C <br />DRATTE: 02/07/22 <br />SCALE: 1/4"=1'-0" <br />8ImET <br />s1.1A <br />