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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />.-; <br />STEEL REINFORCING IN GROUTED <br />r[— — <br />e° <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />r <br />0 <br />SPACING REQUIREMENTS <br />m <br />SPACING REQUIREMENTS <br />1p - <br />GARAGE DOOR <br />Q w <br />U w <br />?�.._. <br />RECESS <br />�� <br />¢a ¢(� <br />..I <br />—FM—" <br />g� <br />ct Z <br />S" CMU WALL <br />O <br />8" CMU WALL <br />I , . ) CORNER BARS, SAME SIZE AS LARGER BAR <br />W w <br />8' <br />O <br />0'-0' <br />IN FOUNDATION WITH 30" LEG EACH <br />O <br />w = <br />TOP OF SLAB <br />.I yT ,J� WAY AT ALL CHANGES IN DIRECTIONS <br />-i -'1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />UU) <br />TOP OF SLAB <br />< -. /' � <br />.••�\--+` <br />, - . <br />'�'_'"' <br />I' ,., MATCH AMOUNT OF CONTINUOUS BARS <br />�c <br />CURB FOR <br />i, _ <br />EXT. PORCH SLAB <br />W/1/2"ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (iSTORY) <br />18 <br />a <br />EXT. PORCH SLABHAMFER <br />... _ 7AND <br />-VARIES <br />SEE SLAB SCHEDULE T� OF GARAGE <br />- LL <br />" I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />H� <br />'-�' <br />b• <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE •"e. •� <br />6" CHAMFER (2STORY) <br />#4 24" <br />W/1/2"ISOLATIONRAMFER(2STORY) <br />(1-STORY) <br />-: <br />APPLICABLE) Z <br />SEE SCHEDULE <br />#5 30" <br />JOINT (WHERE <br />APPLICABLE Z <br />) <br />SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />gXD, <br />BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />#7 42' <br />R QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:ffi4"=''-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 314"=l'-W <br />SCALE: 3/4"=1'4)" <br />? <br />(1)#5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" ---�� <br />Q <br />0 IL <br />8' CMU <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY <br />0_ <br />LAP TO OCCUR OVER STUD <br />OF WALL WGHT PLAN <br />¢ a <br />g <br />#4 REBAR @24' O.C. CENTER OF <br />w <br />wm <br />p,p <br />SLAB <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP <br />0 j <br />5' <br />> w NEW REINF. BAR <br />O Q. <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />O U <br />U <br />I <br />SECURED W/ 2-PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />1/2'X9" WEDGE ANCHOR W/ 2" <br />2" CAPPED <br />6�. I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />. <br />GALVANIZED PI�PSE <br />Q p FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN, 16" OC <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPF16 <br />MAX. <br />Q I USE <br />am1 <br />BTM AND TOP PLATE <br />M r+ <br />Ie - CONC., REINF. W/ <br />. I <br />m <br />F PREPARATION OF <br />U <br />ANCHORS W/ tOd x 1 i!2" <br />COMMON NAILS FILL ALL <br />x <br />, l 6'k6" #10 W WM ON <br />HOLE. <br />w <br />N <br />HOLES, DO NOT USE 10d w <br />a w <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />X 3" K <br />SEE SLAB SCHEDULE <br />w <br />,.0. VAPOR BARRIER ON <br />SLAB W/(4)1/4" X 2 1/4" <br />- <br />o O } <br />O <br />K <br />_ <br />j <br />WELL -COMPACTED <br />CLEAN FILL TERMITE <br />TAPCONS <br />m <br />Q <br />+- 0 0" <br />X <br />.�� <br />TREATMENT SHALL BE <br />TOP OF , <br />Q <br />5- BORA-CARE <br />u , <br />CHAMFER 11STORY)6" <br />CONT. #4 REBAR,lie <br />CHAMFER (2STORV)(2) <br />(2) #5 REBAR ON CHAIRS <br />=AND <br />ULE <br />12" MIN. DEPTH INTO ZW2,000 <br />PSF VIRGIN SOIL OR 95% <br />SIZE <br />OR ENGINEERED SOIL o <br />COMPACTED SOILVIRGIN <br />ADDING BAR TONTITY <br />SLAB HEIGHT LESS THAN 3'E" mU <br />pER PLAN <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />C <br />5 <br />SCALE:34"=1'-0 <br />6 <br />SCALE:34"=1'0 <br />7 SCALE:34"=1'-0 <br />(W/ UPLIFT) <br />�e� FOOTING W/ BLOCK WALL <br />SCALE: 3/4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 26 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 />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />¢ o: <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />O <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />ADDITIONAL METAL <br />i6" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v n <br />CONNECTORS NOT <br />CONNECTORS NOT <br />K v1 <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />w UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />m z <br />w SEE SLAB SCHEDULE <br />_ TOP OF SLAB <br />+- 0,-0" <br />SEE SLAB SCHEDULE <br />TOP OF SLAB . -, <br />SEE SLAB SCHEDULE <br />Z <br />POF SLAB <br />P <br />0 <br />CEENfERED UNDER WALL AND <br />L <br />POURED MONOLITHICALLY WITH <br />° <br />-� <br />FOUNDATION AND SLAB <br />..a <br />SEE SCHEDULE <br />SEE SCHEDULE <br />/FOR WxD, BAR SIZE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />I <br />✓ AND BAR QUANTITY <br />FOR WXD, BAR SIZE <br />IF <br />5F AND BAR QUANTITY <br />* <br />///III... <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />._ INTERIOR CURB <br />FOUNDATION WOOD WALL <br />_ INTERIOR FOUNDATION WOOD WALL <br />' 6OAL�t3'4"`''�' (NO UPLIFT) <br />FOOTING AND COL. PAD <br />"' SCALE: 314"=V-0" <br />SCALE: 3l4"=1'-0' (NO UPLIFT) <br />1 N. RONALD REAGAN Bi <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />Z <br />dcJ <br />Ci <br />C <br />Z <br />a <br />Q <br />SXMDIV. & LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK # 9 <br />PROJECT# <br />04181.000-32091 <br />IDE <br />1408" <br />"DAKOTA" <br />GARAGE SIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 JWH E <br />ES <br />DwTE: 01/28/zl <br />8CALE: 1 /4"=1'-0" <br />S1.1A <br />