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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />I. — <br />CELL SEE PLAN FOR SIZE AND <br />3 p; <br />Ii <br />CELL SEE PLAN FOR SIZE AND <br />> ° <br />JF <br />IL <br />SPACING REQUIREMENTS <br />I. <br />SPACING REQUIREMENTS <br />v_ <br />t <br />W <br />�• <br />< W <br />m <br />Ijj <br />11vs' <br />pU,, <br />FCORNER <br />8" CMU WALL <br />O <br />8" CMU WALL <br />BAR., SAME SIZE AS LARGER BAR <br />I <br />O ro g <br />Z <br />U-0" <br />° el IN FOUNDATION WITH 30" LEG EACH <br />B. I�I{�,JI� WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />(...l "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />Y <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB4 <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />CHAMFER (1 STORY) <br />° <br />PORCH <br />- 1 IES <br />o SEE SLAB SCHEDULE TOP OF GARAGE <br />LLCONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/1?'ISOLATION6 <br />gAND <br />CHAMFER(2-STORY) #3 16" <br />EXT. SLAB <br />W/ VTISOLATION <br />4"CHAMFER(1-STORY)JOINT <br />' 6' CHAMFER <br />(WHERE <br />zEE <br />#4 24' <br />SCHEDULE 30„ <br />JOINT(WHERE <br />• <br />(2-STORY)APPLICABLE) <br />• ^ • EE SCHEDULE <br />WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4,WHENTRANSITIONS <br />FOR WxD, BAR SIZE <br />ARE MADE FROM FOUNDATIONS HAVING <br />Iv <br />BAR QUANTITY 36 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 4Z' <br />N <br />EXTERIOR MONO-FOOTING <br />(_,_'WXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />L <br />scALE:3/4"=r-a' <br />sCALE:3/4"=r-a' <br />GARAGE <br />CORNER BARS DETAIL <br />g <br />SCALE. 3/4"=1 -0" <br />LP TOP PLATE A MIN. OF 48" <br />GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />g j <br />Lu <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />W <br />N <br />O 0- I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI <br />S U NEW REINF. BAR <br />p a SECURED W/2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 12'k9' WEDGE ANCHOR W/ 7' <br />CURB FOR <br />MASONRY <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. C 16" OC <br />UNITS SET <br />GALVANIZED PIPE <br />S 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />`- 7�p. AT ES <br />W/FLANGE @ BASE <br />< O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />x K SPECIFICATIONS FOR <br />ANCHORS W! tod x 1 1/7' <br />o <br />= USE AND <br />I <br />COMMON NAILS FILL ALL <br />F- 4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />k— <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Lu <br />Q <br />SLABWI(4) X21/4 " <br />o.} <br />TOPoF <br />RECESS AROUND GARAGE <br />CONS <br />SLAB <br />OPENING <br />(D2D0q0qR <br />4" CHAMFER (I-STORY)•e <br />a �—"o . ' <br />SCALE: 34'=1'-0" <br />6" CHAMFER (2-STORY) <br />x, <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />LP TOP PLATE A MIN. OF 46' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />ANDNAIL,COMMON <br />OIC BTM. VERIFY HEIGHT <br />NAILSS, 4" <br />LAP TO, 2-ROWOCCUR OVER STUD OF WALL W/PLAN <br />7 SCALE: 3/4"=1'-0 (W� UPLIFT) <br />5 BOLLARD <br />6 MONOLITHIC FOUNDATION <br />Zx4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />P LTOP PLATE A MIN. OF 46' <br />CONNECTORS NOT <br />AND NAIL W/ 16d COMMON <br />REQUIRED WHEN NO <br />NAILS, 2-ROWS, 4" O/C STM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />N UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />- OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />W <br />SPACING REQUIREMENTS <br />SEE SLAB SCHEDULE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />< <br />WALL W/ SYP No 2 STUDS SEE <br />+- 0'-0" <br />PLANS FOR SPACING. SINGLE <br />_ <br />`Y Q. <br />TOP OF SLAB <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />, <br />PROVIDE DBL. TOP PLATE <br />i6'O/C STAGGERED. <br />Q W <br />�_ °—a�'- <br />ADDITIONAL METAL <br />m U <br />' <br />CONNECTORS NOT <br />-� <br />REQUIRED WHEN NO <br />cr (L <br />n • a ° <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />EQ. EQ. EE SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />,r0: <br />FOR WxD, BAR SIZE <br />• <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />+a' <br />SEE SLAB SCHEDULE <br />10131A.SIMPSONSTB2BOLTS5" <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOP OF SLAB <br />- -a° <br />Z <br />MINIMUM EMBEDMENT INTOSCALE: <br />PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />3/4"=1'-!Y'"ISOLATED"COLUMN <br />(NO UPLIFT) <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />V <br />16'O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />EDULE <br />FOR WxD, BAR SIZEBAR <br />SIZE <br />AND BAR QUANTITY <br />UANTITY <br />B' VARIES S. <br />* <br />3 <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' <br />NO UPLIFTFOOTING <br />(NO <br />( ) <br />01�0 <br />AND COL. PAD <br />PAD <br />BLOCK WALL CONNECTION <br />I <br />ac <br />SCALE: 3/4"=V-0' <br />IL <br />nlxsw"r. M�� L <br />u <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=1'-0" <br />A R C N I T R C T 1 <br />6 <br />G esi 1n <br />141 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.eom <br />AA #: 0003325 <br />8 <br />G) <br />O <br />1 <br />sUDDIV. ee IAT <br />SILVERADO <br />LOT #3 <br />BLK. #15 <br />PROJECT* <br />03719.001-03151 <br />MODElr <br />"2558-HAWTHORNE" <br />GARAGE 8111IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />V.150 YRH E B <br />8 C <br />PRINT 3/01/21 <br />DATE: <br />SCALE: 1/4"=1'—O" <br />NKEET <br />IL S1.1A <br />