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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />I,' <br />z <br />STEEL REINFORCING IN GROUTED <br />� <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />• <br />Q <br />0 <br />SPACING REOUIREMENTS <br />}t O <br />SPACING REQUIREMENTS <br />v_ <br />Q�Q <br />m U <br />'_ •^ <br />�v_ <br />GARAGE DOOR <br />RECESS <br />w <br />W <br />y� <br />a. <br />0 N Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />co <br />W W <br />B" <br />O <br />Fi <br />+- 0'-0" <br />. IN FOUNDATION WITH 30" LEG EACH <br />"11'! • <br />W U <br />+- 0'-0" <br />J WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />- TOP OF SLAB <br />I ., rl SO THAT THE STEEL REINF. IS CONTINUOUS <br />�.Wff <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />` <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />— 18" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE= TOP <br />I� <br />"- v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />>�p. AT ELEV: <br />W/ 1/2"ISOLATION <br />JOINT (WHERE a <br />6"CHAMFER (2-STORY) <br />#4 24" <br />W/ 1l2" ISOLATION <br />4' CHAMFER (1 STORY ) <br />Il" W CHAMFER (2-STORY) <br />a <br />�WHEN <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE: <br />APPLICABLE ) <br />Z <br />•' ✓: EE SCHEDULE <br />a <br />NSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE p6 36„ <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE.2 BARS), LINO <br />#7 42" <br />12 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=1-0' <br />2 <br />@ GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />EI <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />0 a I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />> � NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />4/r <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />� <br />SPACING. SINGLE BTM. PLATE <br />tl2'k0' WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO <br />-+ Q 8", LINO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />SLAB W/10d MASONRY <br />4 <br />FOLLOW ALL MANF. <br />= <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 18" OfC STAGGERED. <br />in <br />C SPECIFICATIONS FOR <br />to I <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= USE AND <br />ANCHORS W/ 10d x 1 1f2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4)1f4" X 21/4" <br />F- PREPARATION OF <br />CO HOLE. <br />COMMON NAILS FILL ALL y <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d w <br />N <br />Lu <br />g�0 <br />x X' SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q <br />,QQ <br />TOP OF SLAB .. :.:01 <br />TOP OF SLAB . <br />4" CHAMFER (I -STORY) <br />�: <br />6"CHAMFER (2-STORY) <br />a,�_ <br />e <br />+�_,�—a _a <br />a <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._--SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SDALE:34„=,'-0" <br />MONOLITHIC FOUNDATION <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />scALe:a4"=10 (W/ UPLIFT) <br />SCALE:3/4"=r'-0" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 4&1 <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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />5 <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />O 0. <br />C <br />PROVIDE OBL. TOP PLATE <br />16" O/C STAGGERED. <br />W <br />U <br />ADDITIONAL METAL <br />d <br />CONNECTORS NOT <br />Q /n <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />m Z <br />+ -0" <br />POURED LINTEL CONT. (TYP.) <br />;. <br />8" CMU FILLED CELL (TYP.) <br />�+0'' <br />OF SLAB <br />SEE SLAB SCHEDULE <br />N . 2X WALL FRAMING <br />.Ila <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />o= <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />I a •� CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />.a <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />`r� <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />9 <br />SEF0202T11!NG <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-U' (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />i"I N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />AA S: 0003325 <br />C <br />b <br />b <br />r <br />4A <br />Q <br />BUBDM & LiOT: <br />SILVERADO <br />LOT #50 <br />BLK #18 <br />PROJECT <br />04128.002-50181 <br />MODELA <br />4EBB <br />"1828-CALM" <br />GARAGE 8MRIQG: <br />LEFT <br />PAOE: <br />DETAILS <br />%150 MPH EXP. B <br />DRMT <br />AB: 07/27/zo <br />BCALE: 1/4"=1'-0" <br />s*w1w <br />S1.1A <br />