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,30. <br />MIN. EACH WAY <br />4-i <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />< d <br />CELL SEE PLAN FOR SIZE AND <br />�s•— <br />jfr a <br />p }}a <br />¢ C <br />SPACING REQUIREMENTS <br />< w m <br />SPACING REQUIREMENTS <br />1 <br />''� <br />1a <br />�c <br />/�_ <br />GARAGE DOOR <br />m W <br />00 U w <br />• <br />w^ <br />RECESS <br />• <br />a0/ <br />¢a Q <br />(a6• <br />� FM <br />gj <br />¢O Z <br />6' CMU WALL <br />O <br />CMU WALL <br />I , ,1 CORNER BARS, SAME SIZE AS LARGER BAR <br />Lu w <br />B` <br />m <br />z <br />+- d <br />• el 1 IN FOUNDATION WITH 30' LEG EACH <br />d J <br />w = <br />m <br />+-d-0' <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .,, "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />-yam• <br />VARIE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • �I <br />CURB FOR <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />•+ <br />SEE SLAB SCHEDULE <br />BAR SIZE 488AR DIA. <br />4' CHAMFER (I -STORY) <br />#3 ,8' <br />- <br />EXT. PORCH SLAB <br />- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />. I <br />ILL <br />CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />r' AT ELEV: <br />'0• <br />JOINT (WHERE ♦ '. ♦ <br />6' CHAMFER (2-STORY) <br />#4 24•„� <br />W/ 1/2' ISOLATION <br />(I -STORY) <br />6' CHAMFER (2STORY) <br />.: <br />o' <br />AP LE) z <br />SEE SCHEDULE #5 3d <br />JOINT (WHERE '. i- i <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />APPLK;ABLE) Z ° <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N <br />#6 <br />AND BAR QUANTITY 42• <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3/4'=,•-0' <br />L @ GARAGE SCALE: 3/4'=i'-0' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4'=7'-0' <br />SCALE: 3/4'=T-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />4 <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />-� <br />In [LNAILS, <br />m <br />6• CMU <br />AND NAIL W/ 16d COMMON <br />2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />Q a <br />#4 REBAR 024' O.C. ®CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />m g <br />SLAB <br />Z Q� <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z ¢ <br />2E ¢ w <br />w <br />WALL W/SYP <br />e (7 >O <br />O <br />r5' <br />Wp a <br />I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE PLATE <br />U <br />1 I <br />> m NEW REINF. BAR <br />BTM. <br />1/2W WEDGE ANCHOR W/ 2' <br />¢ a SECURED W/2- PART <br />g <br />BE PT. PROVIDE DSL- TOP WASHER SET IN HIGH STRENGTH <br />PLATE <br />2' CAPPED <br />GALVANIZED PIPE <br />a EPDXY. MIN. EMBED <br />Q 6, UNO <br />EPDXY 5-1/2' EMBED. MIN, 0 16' OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />W�ANGE ®BASE <br />FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />' CONC., REINF, W/ <br />_ ¢ SPECIFICATIONS FOR <br />u Q <br />ANCHORS W/ 10d x 1 1/2' <br />m <br />~ <br />8 k6' #70 W WM ON <br />= m USE AND <br />I <br />COMMON NAILS FILL ALL m <br />S <br />6-MIL POLY ETHYLENE <br />H m PREPARATION OF <br />• <br />HOLES, DO NOT USE tOtl W <br />w <br />VAPOR BARRIER ON <br />-0' <br />I <br />Z ¢ HOLE. <br />x 3' ¢ SEE SLAB SCHEDULE <br />_ < <br />. WELL -COMPACTED <br />I <br />SECURE FLANGE TO <br />Q <br />x > <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4' X 2 1/4' <br />p O-} <br />+- 0'-0' > <br />¢ <br />TREATMENT SHALL BE <br />TAPCONS <br />e- <br />TOP <br />OF SLAB ... <br />BORA-CARE <br />ee <br />P <br />(2) CONT. #4 REBAR <br />4' CHAMFER (I -STORY) <br />f <br />6-CHAMFER(2-STORY) <br />' (2) #5 REBAR ON CHAIRS <br />♦• <br />•. :r <br />¢ <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />12' MIN. DEPTH INTO W <br />>O <br />COMPACTED SOIL <br />FOR WxD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3`6' CoU <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />FOUNDATION <br />SCALE:34'=1'-0' <br />5 <br />(DMM20NOLITHIC <br />W/ UPLI <br />FOOTING W/ BLOCK WALL <br />SCALE:34'=1'-0' <br />SCALE: 3/4'=1'-0• <br />1 A <br />SCALE: 3/4'=V-0• <br />LAP TOP PLATE A MIN. OF 48' <br />--�� <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4- O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TO OCCUR OVER STUD <br />_ OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' 0/C BTM. <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q ^ <br />} <br />SLAB W/tOd MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />p <br />¢ <br />NAIL'II 0/C STAGGERED. <br />16' O/C STAGGERED. <br />Q W <br />_ <br />Jv ADDITIONALETAL <br />DDI IO <br />ADDITIONAL METAL <br />m U <br />TORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />¢ y <br />dl UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O 6' CMU WALL <br />W <br />a: <br />m Z <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />¢ <br />_ +- 0'-0' <br />e• CMU FILLED CELL (TYP.) <br />•+"' <br />¢ <br />SEE SLAB SCHEDULE <br />_ '_ - ,:. . ° TOP OF SLAB <br />+- d-0' <br />I, <br />2X WALL FRAMING <br />TOP OF SLAB <br />+- 0'-0•EE <br />SLAB SCHEDULE <br />1/2' DIA. SIMPSON ST132 BOLTS 5' <br />TOP OF SLAB <br />°° <br />Z — ♦ <br />MINIMUM EMBEDMENT INTO <br />g _ 'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />•POURED <br />°CENTERED UNDER WALL AND <br />16. O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />7=AND <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />-° SEE SCHEDULE <br />DULE <br />FOR WxD, BAR SIZE <br />..3 FOR WxD, BAR SIZE <br />AR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />UANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE:3/4'=7'-0' (NO UPLIFT)11 <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRIG WALL TO JAN <br />BLOCK WALL CONNECTION <br />( • ' <br />/ <br />SCALE: 3/4'=7'-0' <br />SCALE: W4'=7'-0' <br />ii N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA #: 0003325 <br />F <br />V <br />q <br />A7 <br />14 <br />a <br />C <br />as <br />fA <br />UBDIV. ac LOT: <br />BBOTT PARK <br />LOT #31 <br />BLK #9 <br />PROJECT# <br />04181.000-31091 <br />MODEL: <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8W5iC <br />RIGHT <br />PAGE: <br />DETAILS <br />160 PH EN. C <br />2021 <br />L \O'. NO W723 I <br />Dnnrr <br />01/19/21 <br />SCALE: 1/4"=1'—O" <br />BFIEET <br />S1.1A <br />