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30'• <br />MIN. EACH WAY <br />L <br />MONOLITHIC FOOTING <br />A <br />f <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />STEEL REINFORCING IN GROUTED <br />d� _ CELL SEE PLAN FOR SIZE AND <br />•�> • �': s' v� <br />-- <br />GARAGE DOOR <br />a -> SPACING REQUIREMENTS <br />g 2 SPACING REQUIREMENTS <br />.r,� <br />RECESS <br />-1—FM. <br />•, <br />a <br />a m a <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />m <br />D <br />6" CMU WALL <br />. IN FOUNDATION WITH 30" LEG EACH <br />! (. <br />m y <br />8" CMU WALL <br />' ' i WAYAT ALL CHANGES IN DIRECTIONS <br />> vI <br />,-6„ <br />B * a -a' <br />I ..• SO THAT THE STEEL REINF. IS CONTINUOUS <br />••I <br />*- <br />' • TOP OF SLAB <br />. <br />•. '. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />/'I� MASONRY <br />TOP OF BLAB <br />Y <br />.. ... <br />SEE SLAB SCHEDULE <br />• <br />... _. <br />bl VARIES w <br />. •�y ---�- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />.Islr I <br />°w. CONTINUOUS STEEL MONOLITHIC <br />.. FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />>; AT ELEV: <br />p. <br />c BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />< <br />W/ 1/2" ISOLATION . • 6" CHAMFER (2-STORY) #3 18" <br />JOINT (WHERE ♦ '. • #4 2q° <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />W/ 1/2'• ISOLATION ILA-__6" CHAMFER (2-STORY) <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) SEE SCHEDULE #5 3a' <br />JOINT (WHERE. .Ti <br />SEE SCHEDULE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />1 FOR WXD, BAR SIZE <br />4 <br />APPLICABLE) FIXt W.D, BAR SIZE <br />NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), LINO <br />N AND BAR QUANTITY #6 361 <br />AND BAR QUANTITY <br />#7 4Z' <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />SCALE:3/4"=1'a• <br />EXTERIOR MONO -FOOTING <br />SCALE:3/4"=1'-a' <br />3CORNER BARS DETAIL <br />SCALE 34„=1'-a' <br />1 DOOR OPENING <br />4 SCALE:3/4"=1'-a' <br />1 <br />(7p GARAGE <br />(1) 05 REBAR VERTICALLY W/GONG. <br />POURED CELL <br />5 S 8" CMU <br />Qy <br />4'g #LAB BAR �24" O.C. CENTER OF <br />MIN. OF <br />AND NAIL W/ 16d COMMCN46 <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO BLAB W/ <br />SECUREAB <br />° e• <br />¢ <br />2" CAPPED <br />SECURED W/2-PART <br />I EPDXY. IN. EMBED <br />SPACING, SINGLE BTM, PLATE <br />WEDGE ANCHOR <br />TO BE PT. PROVIDE DEL TOP WASHER SET IN HIGH STRENGTH <br />tr I° 4" CONC., REINF. W/ <br />GALVANIZED PIPE <br />d 8", UNO <br />i o FOLLOW ALL MANE. <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. i6' OC <br />° 7 EMT}i«LENE <br />W/FLANGE BASE <br />SPECIFICATIONS FOR <br />i <br />M AX <br />. 8-MIL POLY <br />USE AND <br />I <br />BTM AND TOP PL0.4RTE <br />w VAPOR BARRIER ON <br />I� Td' <br />b <br />9 PREPARATION OF <br />ANCHORS W/ 70d x i 12" <br />• WELL -COMPACTED <br />ri <br />w o 4• a' HOLE, <br />COMMON NAILS FILL ALL <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE 10d <br />TREATMENT SHALL BE <br />SECURE FLANGE TO <br />x SEE SLAB SCHEDULE <br />.4 S' BORA-CARE <br />SLAB W/(4) 1/4" X 2 1N' <br />�. <br />Q <br />.•�. <br />•.;� - <br />TAPCONS <br />(2)CONT. if4 REBAR <br />QQ <br />TOP OF SLAB <br />-! <br />e (2) #5 REBAR ON! CHAIRS <br />AMFER (1STORY) <br />AMFER(2-STORY) <br />r�� <br />2,000 PSF VIRGIN SOIL OR 95% <br />'.� <br />EPTH <br />COMPACTED SOIL <br />�.• <br />V RGIN. RENINTOzp <br />VIRGIN O EERED SOIL � $ <br />M <br />SLAB HEIGHT LESS THAN 3'4§' O p6q plgry <br />Ea. Ea. SEE SCHEDULE <br />FOR MD, BAR SIZE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />AND BAR QUANTITY <br />FOOTING W/1BLOCK WALL <br />BOLLARD <br />IC4FOUNDATION <br />INTER sOR CURB FOUNDATION WOOD WALL <br />1A <br />5 <br />7 <br />(W/UPLIFT) <br />sDALE:34"=r-a'MONOLITH <br />LAPTOP PLATE A MIN. OF 46" <br />AND NAIL W/ 160 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 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />WALL W/ SVP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />z <br />s <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB W/10d MASONRY NAAL <br />m <br />NAIL 12" 0/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />12" O/C STAGGERED. <br />w <br />j <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />C m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />8" CMU WALL <br />'• POURED LINTEL CONT. (TVA.) <br />UPLIFT IS PRESENT. <br />� <br />UPLIFT IS PRESENT. <br />_ *- -a' <br />�,'e •, e" CMU FILLED CELL (TVA.) <br />6• TOP OF SLAB <br />5: SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />,'I.-.—.��•^ <br />SEMBEDMENIMPSON NTT 5" <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />MINIMUM INTO <br />TOP OF SLAB <br />z <br />g • "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />•�—' • <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />'.a•' •- <br />_� POURED MONOLITHICALLY WITH <br />. <br />.� <br />- FOUNDATION AND SLAB <br />.>♦ • <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />r J <br />EQ. EQ. SCHEDULE <br />SEE <br />-FORMD . BARSTD <br />AND BAR QUA <br />./ AND BAR QUANTITY <br />/AL <br />FOR W%D, BAR SIZE <br />AND BAR QUANTINI' <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />CURB FOUNDATION WOOD WALL <br />8 <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE:3a"=ra' (NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 SCALE:34"=1'-a' <br />BLOCK WALL CONNECTION <br />11 sCALE:34"=1'-a <br />(::INTERIOR <br />scALE:34'=r-m (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGW OOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407-774-4078 <br />www.abdasW*mup.wm <br />L AA #: 0003325 � <br />i, <br />R <br />BXMDIV. & LOTt <br />ABBOTT PARK <br />LOT #10 BLK #13 <br />PHASE.4B <br />PROJECTS <br />041 1.04B-1 131 <br />HODSI.1 <br />3EEB <br />"2260— ELSTON" <br />GARAGE 8W Df0i <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />L AR NO 93M j <br />DA�TIL 10/28/21 <br />SCALE': 1/4"=1'-0" <br />sDIEET <br />S1.1A <br />