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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />. y ... .y <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />—• <br />"ate <br />4 <br />CELL SEE PLAN FOR SIZE AND <br />d 1 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />v <br />> . <br />d <br />BEREQUIREMENTS <br />REQUIREMENTS <br />v <br />11 1 •(--��.— <br />Y_ '. <br />GARAGE DOOR <br />LLIV <br />W_ <br />I <br />RECESS <br />O <br />a <br />.• <br />..I <br />FM <br />g <br />N 'Z <br />8" CMU WALL <br />O � <br />8" CMU WALL <br />.. I I .. f ��'�� CORNER BARS, SAME SIZE AS BAR <br />W Lu B' <br />0 <br />6Z <br />11 <br />• TOP OF SLAB <br />+- 0'-0" <br />TOP OF SLAB <br />d 'ITT J WAYOUNDATION AT ALL CHANGES IN DIRECTIONS <br />I ...'-I $O THAT THE STEEL REINF. IS CONTINUOUS <br />N y <br />%2 ItoMATCH <br />AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />48 BAR DIA. <br />4" CHAMFER (1 STORY) <br />- WEE <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />I+I I� <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�L0 AT ELEV: <br />W/ 1/2"ISOLATION <br />JOINT (WHERE � i <br />6 CHAMFER (2STORY) 18" <br />24"JOINT <br />W/ PORCH SLAB <br />W/ 1/2"ISOLATION <br />I 4" CHAMFER (1STORY) <br />1 . <br />(2STORY)APPLICABLE) <br />.: <br />Z <br />SEE SCHEDULE �„ <br />N#3 <br />(WHERE <br />APPLICABLE) <br />Z <br />"`}}r----"8"CHAMFER <br />i° i EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATONS AVING <br />FOR WxD, BAR SIZE 38" <br />391 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS 09, 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />,, EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />g <br />BCALE:34"=r-0" <br />- <br />CORNER BARS DETAIL <br />OPENING <br />�`f@ <br />GARAGE SCALE:314"=1'-°' <br />,DOOR <br />I SCALE: 3/4"=V-0" <br />`F SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />AILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVEERR STUD OF WALL W! PLAN <br />w <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />294 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL WI SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j W NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />4 <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/2" <br />BYM. PLATE TO BE PT. <br />W/FLANGE Q BASE <br />a I EPDXY. MIN. EMBED <br />TO BE Pi. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECg RE B MASONRY <br />8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />o <br />O FOLLOW ALL MANF. <br />= <br />SIMPSON SPH4 OR SPHB <br />AIL 16" O/C STAGGERED. <br />i•> <br />d' SPECIFICATIONS FOR <br />V) I <br />BTM AND TOP PLATE <br />ADDITIOAL METAL <br />- Ar <br />SECURE FLANGE TO <br />= USEAND <br />H coo PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2' <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W"4) 1/4" X 2 1/4" <br />f7 v HOLE. <br />COMMON AILS FILL ALL to <br />N UPLIFT IS PRESENT. <br />TAPCONS <br />Z w <br />HOLES, 00 NOT USE I Od W <br />,yl <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />.� <br />TOP OF SLAB <br />` <br />TOP OF SLAB <br />-�N=AND <br />4" CHAMFER (1 STORY) <br />8" CHAMFER (2-STORY)EQ. <br />EQ. SEE SCHEDULE <br />ULE <br />FOR WxD, BAR SIZE <br />SIZE <br />5 <br />ADDING BAR TO <br />BAR QUANTITYNTITY <br />SQALE:3l4"=,'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />7 <br />SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />SCALE:3/4"=V-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />AILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />- ' OF WALL W! PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL WI SYP No 2 STUDS SEE <br />Q a: <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1 Od MASONRY NAIL <br />¢ w <br />m <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />ii <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CL <br />6" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYR) <br />'+w•. 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />N.; 2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />M" DIA. SIMPSON STB2 BOLTS S' <br />+- 0'-0" <br />TOP OF SLAB <br />Z <br />• <br />"ISOLATED" COLUMN PAD <br />�"' MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />"• <br />m <br />° ' CENTERED UNDER WALL AND <br />18" O.C. VERTICALLY MAX <br />•°"y " <br />POURED LY WITH <br />i <br />- --ir FOUNDATION AND SLAB <br />° <br />SEE SCHEDULE <br />SEE SCHEDULES <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`'7 SCALE: 3/4"=1'-0" (NO UPLIFT) <br />10 <br />_ <br />SCALE: 4"=1'-0 <br />( I I SCALE: 314"=V-0" <br />i"i N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdesigngmupcom <br />AA M: 0003325 <br />q <br />gg <br />LLLJ <br />eUDDIV. ae LOT <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />PROJECT# <br />04181.000 05104 <br />HODEL: <br />4EBB <br />"1828-CALI" <br />GARAOE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />R4L j0 A MDUMACRA <br />L AR NO 93M <br />D 04/08/20 <br />SCALE: 1/4"-1'-0" <br />eI•IEET <br />S1.1A <br />