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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />^ •• <br />� STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• <br />y ' '••° <br />' �_, <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />S p; <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />!�: �'`-''r" . <br />GARAGE DOOR <br />RECESS <br />W <br />m V N <br />LL! <br />��. •' �Fp4 <br />g J= <br />00. Q <br />� . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />uNJ = 8+ <br />a. 2 <br />0) 6"CMU WALL <br />O u) <br />6" CMU WALL <br />�. V , IN FOUNDATION WITH 30" LEG EACH <br />N U <br />O <br />Z <br />WAY AT ALL CHANGES IN DIRECTIONS <br />rn <br />ro io <br />0 '-0" <br />I ... SO THAT THE STEEL REINF, IS CONTINUOUS <br />TOP OF SLAB <br />~ <br />^ 70P OF SLAB <br />• <br />�I, - MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />I� <br />CURB FOR <br />MASONRY <br />i • i <br />- VA IES <br />... a. CONTINUOUS STEEL MONOLITHIC <br />UNITSI•�.� <br />ET <br />Z`0+ <br />SEE SLAB SCHEDULE <br />4 BAR SIZE 46 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />W/ 1/2" ISOLATION #3 16, <br />^� <br />: .•-' <br />_ - <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE 70P OF GARAGE <br />4" CHAMFER (I -STORY) <br />. •' FOOTING REINFORCEMENT SEE SCHEDULE <br />< AT ELEV: <br />ATELE <br />01 a1 <br />T CHAMFER (2-STORY) <br />JOINT (WHERE �� #4 24•� <br />W/ ,/2" ISOLATION <br />6' CHAMFER (2-STORY) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) Z SEE SCHEDULE 30 <br />JOINT (WHERE. <br />EE SCHEDULE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />i FOR BAR SIZE <br />APPLICABLE) Z ° <br />FOR WxD, BAR SIZE <br />NUMBER OF BARS (to. 2 TO 3, PROVIDE 2 BARS), UNO <br />as 36, <br />BAR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />#T 42„ <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />1 <br />2 <br />SCALE: 3/4'vT-0" <br />SCALE:34" 1'-0 <br />@ GARAGE <br />SCALE:3/4"=1'-0 <br />SCALE: 3/4"=1'-0 <br />? (1) #5 REBAR VERTICALLY W/ CONC. <br />U POURED CELL <br />LAP TOP PLATE A MIN. OF 49' <br />Q B"CMUON <br />K N <br />NAIILLS, 2I ROWS, 4" O CMBTM. VERIFY HEIGHT <br />Q 4. 04 REBAR Q24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />WI SUB <br />W <br />Wp <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />U, g <br />y I <br />WALLW/SYP <br />5' <br />O OU ( <br />2" CAPPED <br />GALVANIZED PIPE <br />0) NEW REINF. BAR <br />O a SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />g <br />1/2N9" WEDGE ANCHOR Wl2" <br />W/FLANGE BASE <br />y EPDXY. MIN, EMBED <br />TO PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH <br />UNO <br />— <br />p FOLLOW ALL MANE. <br />PLATE <br />PLATE <br />EPDXY 5-1IY' EMBED. MIN. 0 16" OC <br />•, 4• <br />• <br />4 <br />w SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />iv . " CONC., REINF. W/ <br />W ¢ USE AND <br />r m I <br />BTM AND TOP PLATE <br />ANCHORS W/ 10C x 1 12" <br />M <br />F t 6'k6" #10 WWM ON <br />`I <br />SECURE FLANGE TO <br />PREPARATION OF <br />U` HOLE. <br />COMMON NAILS FILL ALL <br />S MIL POLY ETHYLENE <br />SLAB W/ 1/4 X 2,/4 <br />W <br />HOLES, DO NOT USE 10d W <br />C7 W VAPOR BARRIER ON <br />-0" <br />I <br />TAPCONS) <br />-� <br />x 3' SEE 111 CHEDULE <br />W WELL -COMPACTED <br />_ } • I CLEAN FILL TERMITE <br />p� <br />Ix Q <br />111 TREATMENT SHALL BE <br />TOP OF SLAB <br />BORA-CARE <br />Q• <br />• 1 ' ..... <br />4" CHAMFER (,STORY) <br />• <br />; : (2) CONT. #4 REBAR <br />6" CHAMFER (2-STORY) <br />.4 _ <br />! (2) #5 REBAR ON CHAIRS <br />.. <br />... ' <br />.• <br />IT <br />, <br />Z � � PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />ITMIN. DEPTH INTO Ill COMPACTED <br />COMPACTED SOIL <br />�� <br />FOR WxD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />� <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" U PER PLAN <br />5 <br />SCALE: 3/4'=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />6 <br />SCALE 3,4'=,'�' (W/UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34' t'-0 <br />'A' <br />LAP TOP PLATE A MIN. OF 49'----_�,� <br />AND NAIL W/ COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS,4" O/C BTM. <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. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 26 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL WI SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE SECURE BIT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />Q ^ <br />a <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />SLAB WHOd MASONRY NAIL <br />O <br />NAIL 16" O/C STAGGERED4/. <br />16' OC STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />CONNECTORS NOT <br />a m <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />M CO1. <br />dJ UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />00 8"CMU WALL <br />W <br />POURED LINTEL CONT. (NP.) <br />SLAB SCHEDULE <br />M +-0'-0" <br />8'CMU FILLED CELL (7YPJ <br />-(•' TOP OF SLAB <br />/ —'•� <br />[SEE <br />Q <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />TOPOF SLAB <br />'+- <br />0' <br />•• SEE SLAB SCHEDULE <br />/2 <br />12" DIA SIMPSON ST62 BOLTS 5'70P <br />WGROUTED <br />OF SLAB'°• <br />ZMINIMUM <br />EMBEDMENT INTO <br />"ISOLATED"COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />• <br />••(•y <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />4~#! <br />—Its°*�' PO URED WITH <br />°• <br />s <br />_ T�'r _�? FOUNDATIONMONOLITHICALLYSLAB <br />LAB <br />SEE SCHEDULE <br />i ° SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />/FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />ff INTERIOR FOUNDATION WOOD WALL <br />6QALE:3/4",'-0 <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />1U <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=,'1Y' <br />(NO UPLIFT) <br />SCALE: 3/4"=T- <br />11 SCALE: 3/4'=1'-0" <br />.00 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407.774-8078 <br />FAX 407.7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />Pi <br />Q <br />qms <br />SLTHDIV• d4 LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK. #9 <br />PROJECT <br />04181.00 -1 091 <br />MODEL: <br />2554-E301- <br />"DARWIN" <br />GARAGE BWDWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />1 H C <br />PRINT .)ATE: 52421 / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />