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39 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />4 <br />Z <br />+ <br />r. <br />p <br />Z <br />STEEL REINFORCING IN GROUTED <br />`� <br />^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />D L <br />SPACING REQUIREMENTS <br />:.I, SPACING REQUIREMENTS <br />P_ <br />m <br />GARAGE DOOR <br />mW <br />V <br />W <br />RECESS <br />a. <br />h <br />Q <br />FM <br />I <br />J <br />8" <br />- Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I° .I CORNER BARS, SAME SIZE AS LARGER BAR <br />w W <br />= <br />O - <br />b <br />ro <br />Z <br />+- 0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />"'llll <br />LU <br />b� <br />+- 0'•0" <br />0 ei„i' I WAY AT ALL CHANGES IN DIRECTIONS <br />N y <br />TOP OF SLAB <br />- - TOP OF'" <br />I .. % SO THAT THE STEEL REINF. IS CONTINUOUS <br />II' <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />••- <br />EXT. PORCH SLABER <br />TANDBARQUANTITY <br />E SLAB SCHEDULEBAR SIZE 48 BAR DIA. <br />(1STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />V RI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />Io� <br />� v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />%=0. AT ELEV: <br />W/ 1/2" ISOLATION <br />(WHERE <br />ER (2STORY) <br />#4 Y4" <br />W/ 1/2" ISOLATION <br />4" CHAMFER(ISTORY)JOINT <br />6" CHAMFER (2STORY) <br />APPLICABLE) ZDULE <br />30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />�..�EE SCHEDULE#5 <br />A <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />TITY #6 42" <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ia. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=,'-o" <br />2 <br />@ GARAGE SCALE: <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 - <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 />GHT <br />4 NAILS, 2-ROWS, " O/C BTM. VERIFY HEIGHT <br />VERIFY <br />NAILS, 2-ROWS, 4" O/C BTMHEIGHT <br />, <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />ui <br />I <br />2x4 OR 2x6 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 />j o' NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GAL <br />GALVANIZED <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />WNW WEDGE ANCHOR W/ 7' <br />BTM. PLATE TO BE PT. <br />AN @ BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />8 UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. ® 16" OC <br />SLAB WI10d MASONRY <br />q <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />UP <br />I <br />ANCHORS WI 10d x 1 112" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />F- PREPARATION OF <br />0 <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />A <br />SLAB W/(4)1/4" X 2 1/4" <br />TAPCONS <br />HOLE. <br />w Ir <br />HOLES, 00 NOT USE 10d w <br />UPLIFT IS PRESENT. <br />U <br />z 3" w SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />g p QO <br />< <br />G <br />TOP OF SLAB _\ . <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <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 />SCALE: 3l4"=1'-0" <br />MONOLITHIC FOUNDATION <br />-f INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />r SCALE: 3l4"=1'-0' (W% UPLIFT) <br />o SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />11 <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 />g <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O Y <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/,Od MASONRY NAIL <br />C <br />Q W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />w U <br />a a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />R N <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+- <br />POURED LINTEL CONT. (TYR) <br />;: <br />8" CMU FILLED CELL (TYP.) <br />+0'' <br />- TOP OF SLAB l <br />SEE SLAB SCHEDULE <br />e <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0 <br />Z <br />Z <br />- <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />n^ <br />f <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />CENTERED UNDER WALL AND <br />Lf <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />I --SEE SCHEDULE <br />FOR BAR SITE <br />V FOR WxD, BAR SIZE <br />BARWxD <br />AND BAR QUANTITY <br />ll"` AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PADBLOCK <br />WALL CONNECTION <br />3/a"=1'-0" (NO UPLIFT) <br />SE221!�[G <br />SCALE:34"=1'-0" <br />1 1 SCALE:3/4"=1'4' <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-77445078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />y <br />� <br />9LJHDIV. & I.OT: <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJECT/ <br />04128.002-51181 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />rpnnrrDA 07/27/20 <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />S1.1A <br />