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3W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />— — <br />— - <br />'<(L <br />CELL SEE PLAN FOR SIZE AND <br /><_ <br />O <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />��'s v <br />Q }} <br />C <br />W <br />SPACING REQUIREMENTS <br />�W <br />U <br />SPACING <br />(0 <br />W <br />II° .. — <br />v <br />� a <br />w <br />Q <br />_. <br />v FM <br />O fq <br />8" CMU WALL <br />O <br />8"CMU WALL <br />CORNER BARS, E AS ER BAR <br />Z <br />N FOU DA ON WITIH 30�LEG EACH <br />+- 0' -0" <br />° - TOP OF SLAB <br />a_ WAY AT ALL CHANGES IN DIRECTIONS <br />I ... ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA.SEE <br />CHAMFER (1-STORY) <br />; <br />EXT. PORCH SLABW/ <br />-VARIES <br />SLAB SCHEDULE TOP OF GARAGE <br />I ° <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />1/2" ISOLATION <br />(WHERE <br />VAND <br />CHAMFER (2-STORY) 18" <br />#4 24" <br />W/ 1/2" ISOLATION <br />4" CHAMFER (1-STORY)JOINT <br />Ih— 6" CHAMFER (2STORY)JOINT' <br />aAPPLICABLE) <br />z <br />SCHEDULE <br />30" <br />WHERE <br />gppLICABLE) <br />Z <br />•T� <br />EE SCHEDULE#5 <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />##6 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />11, <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE 3/4"=V-T <br />GARAGE SCALE:34'=T-O' <br />CORNER BARS DETAIL <br />Q <br />3 <br />SCALE. 3/4 -1 -0' <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />W RECESS <br />AND NAIL W/ 16d COMMON <br />=O <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />9 <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W W <br />LU <br />U) V1 <br />W <br />a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />In NEW REINF. BAR <br />p a SECURED W/ 2-PART <br />g <br />SPACING. SINGLE BTM. PLATE lr2W' WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />MASONRYY <br />UNITS SET <br />1• AT ELEV: <br />b <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />0'-0 <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N 0: SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/Z' <br />b <br />= I USE AND <br />COMMON NAILS FILL ALL <br />i+I <br />4" 4, PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z HOLE. <br />x T, SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W <br />< <br />Q <br />RECESS AROUND GARAGE <br />N/(S4)1/4" X 2 1/4"TOP <br />DOOR OPENING <br />TSB <br />OF SLAB ... <br />T� • <br />A <br />`* <br />QQ <br />- ' _ <br />SCALE: 3/4"=1'-0" <br />4" CHAMFER (1-STORY) <br />4', . <br />6' CHAMFER(2STORY) <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />FOR WXD, BAR SIZE <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />IPROVIDE BLOCKING <br />WALL W1S <br />PNoD2 STUDS SEE <br />SCALE:34"=1'0" <br />(WI UPLIFT) <br />5 BOLLARD <br />MONOLITHIC FOUNDATION <br />PLANS FOR SPACING SINGLE <br />BTM. PLATE TO BE PT. <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />PROVIDE DBL, TOP PLATE SECURE ST. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />W <br />LAP TOP PLATE A MIN. OF 48" <br />SEE SLAB SCHEDULE <br />tr <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />+- 0'-0" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z <br />�_ ,�,-° _ <br />WALL WI SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />IL <br />e <br />BTM. PLATE TO BE PT, <br />SECURE ST. PLATE TO <br />SLAB W/10tl MASONRY NAIL <br />- <br />- • J ° <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAIr <br />GGERED. <br />Q W <br />ADDITIONAL METAL <br />m U <br />EQ. EQ. SEE SCHEDULE <br />CONNECTORS NOT <br />FOR WXD, BAR SIZE <br />REQUIRED WHEN NO <br />a�a <br />C N <br />AND BAR QUANTITY <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />0'-0" <br />POURED LINTEL CONT. (TYR) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />.+0 8" MU FILL <br />8"CMU FILLEDCELL(fYP) <br />TOP OF SLAB <br />8 6CALE: 3/4'•=1'-9' (NO UPLIFT) <br />SEE SLAB SCHEDULE <br />I° <br />FRAMING <br />w p{p <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />_01TOPOF SLAB <br />a` <br />Z <br />Z <br />+ <br />MINIMUM EMBEDMENT INTO <br />° <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />--- FOUNDATION AND SLAB <br />B• VARIES B' <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />/ FOR I BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />.s <br />INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />9 6QALE:34=,'-0' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-9' <br />1 I SCALE <br />�r <br />E <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 9 "=T-0" <br />A I C N I T I C T i <br />M Eksi In <br />41 N. RONALD REAGAN BLVD.' <br />LONGWOOD, FL 32750 <br />PH: 407-7745078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.eom <br />AA #: 0003325 A <br />O <br />R <br />BUBDIV. de LAT: <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />PROJECT* <br />03719.001-11101 <br />1LODELt <br />"2045—LANTANA" <br />GARAGE BITMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />