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3W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />c <br />SPACING REQUIREMENTS <br />- <br />GARAGE DOOR <br />W <br />m U <br />Lu <br />w RECESS <br />cr <br />FM <br />g � <br />0 <br />8" CMU WALL <br />O <br />B"CMU WALL <br />SAMEER BAR <br />I° H <br />W W B' <br />`oy <br />Z <br />+- 0'-0' <br />JI W FOUNDATION 30" LEG EACH <br />S <br />Yn <br />+- 0'-0" <br />TOP OF SLAB <br />! o ! WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />") <br />�' <br />CURB FOR <br />EXT. PORCH SLAB < <br />SEE SLAB SCHEDULE <br />ZE 48BAR DIA. <br />4"CHAMFER (iSTORY) <br />18" <br />� <br />EXT. PORCH SLABW/ <br />- VA RIES <br />SEE BLAB SCHEDULE TOP OF GARAGE <br />` ' <br />4" CHAMFER <br />I°I u. <br />I� <br />� °"v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�� MASONRY <br />UNITS SET <br />'- �;p° AT.ELEV: <br />112" ISOLATION ., ° <br />• • <br />6"CHAMFER(2STORY) <br />1. <br />W/ 1/2" ISOLATION <br />(1-STORY)JOINT(WHERE <br />6" CHAMFER (2STORY)���JOINT <br />Z <br />SEE SCHEDULE 30" <br />1116 <br />(WHEREi.dAPPLICABLE) <br />APPLICABLE) <br />Z <br />aQ EE SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iFOR <br />WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />47' <br />AND BAR QUANTITY <br />NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 314"=V-0' <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL Wl 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT <br />VERIFY <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />OF WALL <br />LAP TO OCCUR OVER STUD PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />O a 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 />7 y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W! <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W12-PART <br />K <br />SPACING. SINGLE BTM. PLATE <br />1/25c0" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE 0®L. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO <br />- 8", UNO <br />PLATE <br />EPDXY 5-1 /2" EMBED. MIN. ®16" OC <br />SLAB WItOd MASONRY <br />9 <br />a FOLLOW All MANF. <br />SIMPSON SPH4 SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />M <br />2 K SPECIFICATIONS FOR <br />y¢ USE AND <br />BTM AND TOP PLATE <br />LA <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I=- m PREPARATION OF <br />U <br />ANCHORS W/ 10d x 1 1/2" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) il4" X 2 t/4" <br />HOLE. <br />w <br />N <br />HOLES, DO NOT USE tOd w <br />UPLIFT IS PRESENT. <br />IL <br />TAPCONS <br />x 3" w SEE SLAB SCHEDULE <br />0_ SEE SLAB SCHEDULE <br />,QQ <br />TOP OF SLAB . ; ° <br />TOP OF SLAB <br />. <br />_ <br />4"CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ, SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />B°ALE:3/`=,•-0" <br />MONOLITHIC FOUNDATION <br />7 INTERIQR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4"=1'-a' (W/ UPLIFT) <br />8 BCALE:3l4"=i'-0" (NO UPLIFT) <br />SCALE:314"=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 STM. <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 />WALL WI SYP No 2 STUDS SEE <br />Q ^ <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />� d <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLABIC WSTAG/10d MASONRY NAIL <br />� <br />w <br />16" OGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />U) <br />REQUIRED WHEN <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />� Z <br />POURED LINTEL CONT. (TYP.) <br />.: ;: <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+_ 0-0• <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />b <br />". CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />- POURED MONOLITHICALLY WITH <br />_ate <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.,-a•g <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 <br />FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SE0SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4'=1'4" <br />Ii N. RONALD REAGAN 8t <br />LONGWOOD, FL 32750 <br />PH: 407-774.607E <br />FAX 407-774-4078 <br />www.abdoslgngmup.com <br />AA N: 0003326 <br />F <br />y <br />C <br />iggo-- <br />6 <br />kbk <br />6 <br />NJ <br />stMDlV to LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT* <br />04181.000-07151 <br />MODEit <br />4EBB <br />"1828-CALL" <br />OARAGM SNINO: <br />LEFT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />