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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />} <br />? <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r - <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />p <br />CELL SEE PLAN FOR SIZE �D <br />SPACING REQUIREMENTS <br />I a <br />O } <br />SPACING REQUIREMENTS" <br />a_ <br />C <br />m <br />m <br />1 <br />�LLI <br />j <br />KN <br />< <br />FM <br />- I <br />K c Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I .. CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />Z <br />�O <br />+- 0'-0' <br />1 IN FOUNDATION WITH 30" LEG EACH <br />g <br />`moo, <br />'ll WAY AT ALL CHANGES IN DIRECTIONS <br />! <br />TOP OF SLAB <br />_ TOP OF SLAB <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />MATCH AMOUNT OF CONTINUOUS BARS <br />(j/��•T <br />" <br />SEE SLAB SCHEDULE <br />e <br />a -VARIES <br />"I " Irk ILL <br />''- <br />EXT. PORCH SLAB <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />" ' <br />d. CONTINUOUS STEEL MONOLITHIC <br />° - FOOTING REINFORCEMENT SEE SCHEDULE <br />Jo i/2" ISOLATION <br />JOINT (WHERE . • �.. • <br />6" CHAMFER (2-STORY) <br />#4 <br />W/ 1PY ISOLATION <br />r CHAMFER (2STORY) <br />• 6' CHAMFER (2-STORY) <br />.: <br />APPLICABLE) Z - <br />324"0' <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />r—•'� <br />4 EE SCHEDULE <br />WHEN FROMFOUNDATIONS AVING <br />f <br />FOR WxD, BAR SIZE„ <br />06 <br />FOR WxD, BAR SIZEBARSAND <br />DIFFERENT O CMADE <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (,e. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE: 3W'=1'-0" <br />R BARS DETAIL <br />02� <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />w RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />u1 W g• <br />WLu = <br />2x4 OR 2a6 WOOD BEARING PROVIDE BLOCKING <br />uJ <br />WALL W/ SYP <br />w <br />❑ a I <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />CURB FOR <br />MASONRY <br />NEW REINF. BAR <br />O a SECURED W/ 2- PART <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH <br />UNITS SET <br />a g EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. @ 16. OC <br />Z'0• AT ELEV: <br />2" CAPPED <br />GALVANIZED PIPE <br />� < 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-0 <br />W/FLANGE BASE <br />_ <br />F. <br />BTM AND TOP PLATE1/2' <br />N X SPECI�FI'CATIONS FOR <br />ANCHORS Odx <br />4 <br />= m USE AND <br />I <br />COMMON NAILS FILL ALL <br />r m PREPARATION OF <br />HOLES, DO NOT USE 10d w <br />wx HOLE. <br />x 3" Q SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />RECESS AROUND GARAGE <br />SLAB WI(4)1/4"X21/4" <br />o p <br />`" <br />+-0'-0" <br />TAPCONs <br />o•Q?° <br />roPOFSLAe <br />DOOR OPENING <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48" <br />FOR WxD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />ADDING BAR TO <br />r�INTERIOR CURB FOUNDATION WOOD WALL <br />'7 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SCALE:34"=1'-0" <br />UPLIFT) <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />WALLW/SYPN02STUDSSEE <br />5 <br />SCALE: 3l4"=1'-0" <br />V <br />SCALE: 3/4„=1'-0" <br />(W/ <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL. METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />/toul UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ t6d COMMON <br />a:SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />< <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- 0'-0' <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2X4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z\ <br />_ <br />WALL W/ SYP No 2 STUDS SEE <br />m <br />PLANS FOR SPACING. SINGLE <br />- ° <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />d <br />PROVIOE DBL. TOP PLATE <br />16"O/C STAGGERED. <br /><W <br />•.a ° <br />ADDITIONAL METAL <br />m O <br />CONNECTORS NOT <br />v <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />O: tai) <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />+SI <br />8" CMU FILLED CELL(TYP.) <br />�(•'' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />_ <br />AS <br />_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />8 <br />2X WALL FRAMING <br />scALE: ya"=r-0" UPLIFT) <br />+_ 0'_0' <br />'I< SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />(NO <br />TOP OF SLAB <br />_'°� <br />Z <br />m <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />. ��. POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />- <br />10 <br />/FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />e• VARIES e• <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 3' <br />9 SCALE:3/4'•=1'-0" <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: 3-'=1-" <br />'v S <br />SCALE; 3/4"=1'-0" <br />(ry wCtxn. � <br />E <br />u <br />SHOWER RECESS FOOTER <br />2 <br />SCALE: 1 "=1'-T <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www,abdesigngroup.com <br />AA #: 0003325 - <br />DRAFTING BY: <br />A B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CEN►ER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134064828 <br />FAIL 813-888-28(12 <br />SVHDM da LOT: <br />SILVERADO <br />LOT #16 <br />BLK #14 <br />PROJECT* <br />03719,000-16 4 <br />mop,Err <br />2795-B <br />GARAGE SVWC;: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />