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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z }} <br />g STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rr�-'` - <br />CELL SEE PLAN FOR SIZE AND <br />Q li CELL SEE PLAN FOR SIZE AND <br />25Q <br />I I. <br />a— <br />Q SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />-r-!— e_ <br />GARAGE DOOR <br />w <br />m U W <br />1 a <br />RECESS <br />U <br />a Q <br />- r FM <br />iO tap i 8" CMU WALL <br />O to 8" CMU WALL <br />Z <br />el ( , . CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />W W a <br />U <br />b <br />r- 0'-0' <br />° <br />-6. lif- J WAY AT ALL CHANGES IN DIRECTIONS <br />LI,I <br />U tp <br />r_ ry.0• <br />' TOP OF SLAB <br />I ...° j `"� SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />�y <br />° I I MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />PORCH SLAB 4" CHAMFER (1STORY) <br />#3 16' <br />L <br />- VARI S <br />SEE SLAB SCHEDULE TOP Of GARAGE <br />EXT. PORCH SLAB I 4" <br />a. �'- CONTINUOUS STEEL MONOLITHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />SET <br />DLO. AT ELEV: <br />�F <br />W <br />W/ 1/T ISOLATION ,• 6' CHAMFER (2STORY) <br />#4 24•• <br />CHAMFER (1STORY) <br />W/ 1!2" ISOLATION l � eT 6" CHAMFER (2STORY) <br />j <br />> <br />0'-0"JOINT(WHERE <br />APPLICABLE) z SEE SCHEDULE <br />#5 30' <br />JowT (WHERE EE SCHEDULE <br />APPLICABLE) a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />3366' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv AND BAR QUANTITY wa <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 6DALE:34"=+'� <br />GARAGE SCALE: <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3i4"=1'-6' <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />U POURED CELL <br />Q :1 8" CMU <br />!n <br />LAP TOP PLATE A MIN. OF 48" <br />0 <br />AND NAIL W/ 16tl COMMON <br />a #4 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT <br />W � S SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />W <br />w <br />2.4 OR Zx6 WOOD BEARING PROVIDE BLOCKING <br />;a O >p 5' <br />O <br />p ( <br />WALL W/ SYP <br />_1U I <br />7' CAPPED <br />j N NEW REINF. BAR <br />O n. <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />SPACING. SINGLE M. PLATE <br />11ZW" WEDGE ANCHOR W/7' <br />WIFLANGE BASE <br />ag EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />8", LINO <br />g4F <br />PLAT£ <br />EPDXY 5.1/2" EMBED, MIN. ® 16" OC <br />,. a• <br />io <br />iv - " <br />Q O FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />_ .. CONIC., REINF. W/ 4 <br />I <br />¢Q I USE AND <br />BTM AND TOP PLATE <br />6k6" #10 NNVM ON <br />S N MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />= m <br />F- PREPARATION OF <br />10 <br />ANCHORS AI S x 1 ALL <br />COMMON NAILS FILL ALL <br />'U w VAPOR BARRIER ON <br />V <br />'-0" <br />SLAB W/(4) 1/4" X 2 1/4" <br />O HOLE. <br />W <br />N <br />HOLES, DO NOT USE 10d W <br />W < , WELL -COMPACTED <br />_ < <br />TAPCONS <br />x 3" BEE SLAB SCHEDULE <br />> CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />O O} <br />Q- <br />Q <br />, <br />BORA-CARE <br />r _ <br />QQ <br />a <br />SLAB(2) <br />CONT. #4 REBAR4" <br />CHAMFER (1STORY) <br />6' CHAMFER (2STORY)(2) <br />#5 REBAR ON CHAIRSZD00PSF <br />=AND <br />VIRGINSOILOR95%17' MIN. DEPTH INTO ? <br />ULE <br />VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'S" U pER PLAN <br />EXTERIOR MONO DEEP <br />BOLLARD <br />6QALE: 3/4„=,'-0" <br />ADDING BAR TO <br />SIZE <br />NTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4"=TAY' <br />(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=V-0' <br />1A SCALE 34"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' —may <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />214 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />WALL W! SYP No 2 STUDS SEE <br />g <br />BTMPLATE TO BE PT. <br />. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />O <br />SLAB Wl1 cI MASONRY <br />BTM. PLATE TO BE PT. BT. PLATE TO <br />PROVIDE DBL. TOP PLATE 0d MASONRY NAIL <br />w <br />NAILS, O/C STAGGERED, <br />ADDITIONAL METAL <br />AGGERED. <br />AL METAL <br />U <br />CONNECTORS NOT <br />ORS NOT <br />W <br />REQUIRED WHEN NO <br />D WHEN NO <br />ALR <br />O 8" CMU WALL <br />W UPLIFT IS PRESENT. <br />PRESENT. <br />? +-0'-0' <br />• LINTEL <br />SEE SLAB SCHEDULE <br />�' 8"CMUFILLED CEPOURED <br />O. (TYPP)Ir <br />.- TOP OP SLAB•r0•'0-0"B <br />SCHEDULE <br />~ <br />2X WALL FRAMING <br />TOP Of SLAB <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />o' <br />z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB � a • <br />1 <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />• <br />!• CENTERED UNDER WALL AND <br />to <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />a•y ' f <br />• -- -�� FOUNDATION AND SLAB <br />°� <br />SEE SCHEDULE <br />SEE SCHEDULE'_ <br />FOR WXD, BAR SIZE <br />EQ. EQ, EE SCHEDULE <br />FOR WXD, BAR SIZE <br />X AND BAR QUANTITY <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE:"""''� (NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 SCALE 3/4"=1'0' <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=T-9' <br />(NO UPLIFT) <br />•1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwaLdesign`roup.com <br />AA #: 0003325 <br />4 <br />Eas Loa!T PARK #4 <br />. #9 <br />04 8 TO 04091 <br />UODiSIJ. <br />4EBB <br />"1828—CALI" <br />OARA0IC OWDI 03 <br />LEFT <br />PAO& <br />DETAILS <br />160 ^ E . C <br />DPAATM 5/05/21 <br />SCAM 1/4"=f-0" <br />81=w <br />S1.1A <br />