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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />-b .7 <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />T <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />4 d <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />a <br />U SPACING REQUIREMENTS <br />} <br />t <br />v <br />s. <br />W <br />.��L <br />�j ..•n <br />GARAGE DOOR <br />RECESS <br />J <br />N <br />a <br />I FM <br />g� <br />(A Z B"CMU WALL <br />O <br />8"CMU WALL(s,, <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />W W <br />B' <br />FO <br />b <br />? <br />I IN FOUNDATION WITH 30" LEG EACH <br />W p=_ <br />V) <br />a- 0'-0' <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />W <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULEMASONRY <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLABCHAMFER(1-STORY) <br />#3 18" <br />q <br />EXT. PORCH SLABW/1/I'ISOLATION <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />�• FOOTING REINFORCEMENT SEE SCHEDULE <br />��p, <br />UNITS SET <br />AT ELEV: <br />CHAMFER(2-STORY) <br />JOINT (WHERE #q 2q" <br />W/ 1/2" ISOLATION` <br />(1STORY) <br />6" CHAMFER (2STORV) <br />0-p•• <br />APPLICABLE) z SCHEDULE 30" <br />JOINT (WH•EE <br />APPLICABLE) <br />Z <br />SCHEDULEilb <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />##6 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />36' <br />N <br />AND BAR QUANTITY <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 />1 scALE:3<"=ra <br />2 <br />GARAGE scALE:34"=ro" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />�_ SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-lY' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />LAPTOP PLATE A MIN. OF 48" <br />� W POURED CELL <br />AND NAIL W/ 16d COMMON <br />4 8" CMU <br />NAILS, 2-ROWS, V O/C BTM, <br />VERIFY HEIGHT <br />O " <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />K <br />g S REBAR 024" O.C. 0 CENTER OF <br />Z(4 OR 2X6 WOOD NG <br />PROVIDE BLOCKING <br />W� <br />0w <br />W <br />WALL WWl YP N*C2 6 UT DIS SEE <br />Z <br />IL <br />I <br />FOR SPA SINGLE <br />> 5' <br />O � <br />S U NEW REINF. BAR <br />IL SECURED W12- PART <br />B MNPLATE TO BEN PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />I <br />2' CAPPED <br />IL I EPDXY.MIN.EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />p <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />aI <br />WIFLANGE ® BASE <br />Q FOLLOW ALL MANF. <br />CONNECTORS NOT <br />SPECIFICATIONS FOR <br />REQUIRED WHEN NO <br />N 4" CONC., REINF. W/ <br />o <br />= m I <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />W!' #10 WWM ON <br />M <br />HOLE. <br />co 6-MIL POLY ETHYLENE <br />Z <br />K <br />SEE SLAB SCHEDULE <br />VAPOR BARRIER ON <br />SECURE FLANGE TO <br />Q <br />_ WELL -COMPACTED <br />I� <br />SLAB W/(4) 1/4" X 2 1/4" <br />p O <br />a- p'-a <br />< <br />X > .. CLEAN FILL TERMITE <br />a <br />TAPCONS <br />TOP OF SLAB <br />�•� <br />Q TREATMENT SHALL BE <br />�� °•; SORA-CARE <br />QQ <br />a <br />4. <br />u <br />4' CHAMFER (I-STORY)- <br />(2) CONT. #4 REBAR <br />6" CHAMFER (2-STORY) <br />e <br />` .a ' (2) #5 REBAR ON CHAIRS <br />. <br />•�l <br />EQ. EQ. <br />SEE SCHEDULE <br />It 2,000 PSF VIRGIN SOIL OR 95% <br />MIN. DEPTH INTO ? W <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL � 0 COMPACTED SOIL <br />V <br />SLAB HEIGHT THAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />LESS T-6" U PER PLAN <br />scALE: 3/a"=1'-0" <br />(NO UPLIFT) <br />EXTERIOR MONO DEEP <br />�p� BOLLARD <br />5 <br />6 MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0 <br />SCALE:34"=1'-0" <br />FOOTING W/ BLOCK WALL <br />-,' <br />SCALE: 3/4"=1'A" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <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 />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />0- <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRYNAIL <br />0 <br />1T O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />N <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />' <br />TOP OF SLAB <br />-SEE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+� 0'I' <br />- SLAB SCHEDULE <br />1/2'DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SLABa^ <br />Z <br />a -MINIMUM <br />EMBEDMENT INTO <br />ISOLATED"COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />CENTERED UNDER WALL AND <br />FFOR <br />WO.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />„ <br />T �' - ��FOUNDATION AND SLAB <br />SEE SCHEDULE <br />•° <br />EDULE <br />FOR WxD, BAR SIZEBAR <br />SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />t <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 SQALE:34"=,'�' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />— <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: <br />L441 N. RONALD REAGAN Bt <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA N: 0003325 <br />o <br />all <br />m <br />� <br />� <br />a <br />1111113 <br />slynDw. 10 LOT. <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />PIlojwT <br />04 1.00 —30 21 <br />MCDzu <br />3EAB <br />"1504— ALLEX" <br />OAnAOm OWWO: <br />RIGHT <br />PAOM <br />DETAILS <br />V,16VXPH EXP. C <br />D21 <br />A. A <br />NO <br />I)ATM 04/07/21 <br />WC*%=: 1/4"=1'-0" <br />• acm <br />S1.1A <br />