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30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />z <br />}} <br />I,' <br />y <br />Z <br />STEEL REINFORCING IN GROUTED <br />m <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />g <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />rrT e v <br />1 <br /><v <br />¢ w <br />N <br />GARAGE DOOR <br />RECESS <br />m w <br />�a <br />W <br />m� <br />m <br />0O (A i <br />8" CMU WALL <br />O w <br />8" CMU WALL <br />, I CORNER BARS, SAME SIZE AS LARGER BAR <br />w LuZ <br />IN FOUNDATION WITH 30" LEG EACH <br />w =0-0"WAY <br />NTOP <br />OF SLAB <br />AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />KI <br />TOP OF SLAB <br />AMOUNT OF CONTINUOUS BARS <br />a <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION - <br />SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4'CHAMFER (1-STORY) <br />#3 18" <br />- VA ESMATCH <br />` -- SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />° LL FOOTING REINFORCEMENT SEE SCHEDULE <br />7;p. <br />MASONR YSEE <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE a • • <br />6" CHAMFER (2STORY) <br />#4 24" <br />WI 1l2"ISOLATION' <br />(I -STORY) <br />6" CHAMFER (2-STORY) <br />.: <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />• SEE SCHEDULE <br />Z 4_ <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36 <br />FOR WxD, BAR SIZE <br />g <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />#7 42" <br />AND BAR QUANTITY <br />NUMBER OF BARS (la. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />GARAGE SOALE3/"=''-°" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=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 />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ 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 <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />O a NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />SECURED W/2- PART <br />0' <br />SPACING. SINGLE BTM. PLATE <br />BTM, PLATE TO BE PT. <br />2" CAPPED <br />a 5 EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />WASH WEDGE ANCHOR W/ 2" <br />WASHER BET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />Q 8", LINO <br />PLATE <br />EPDXY 5-112" EMBED. MIN. C� 16" OC <br />SLAB W/10d MASONRY <br />W/FLANGE @ BASE <br />Q FOLLOW ALL MANF. <br />= w SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />9 <br />� <br />m PREPARATION OF <br />C') v <br />ANCHORS W/ 10d x 1 112" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />HOLE. <br />o: <br />to <br />HOLES, DO NOT USE 10d w <br />w <br />UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2 1/4" <br />w <br />wchx <br />O <br />3" cj:SEE SLAB SCHEDULE <br />cr <br />SEE SLAB SCHEDULE <br />TAPCONS <br />O}' <br />m A <br />Q <br />TOP OF SLAB <br />t'P SLAB <br />_.w <br />OF <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />n.�.- <br />%�` ,�-a <br />m y <br />4--a <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />�� MONOLITHIC FOUNDATION <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />5 <br />V <br />SCALE:3l4"=1'-0" (W/ UPLIFT) <br />B°ALE:3/4"="°" <br />(NO UPLIFT) <br />SCALE:34"=1'-0" <br />SCALE:34"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />Ar 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 WI PLAN <br />SPACING REQUIREMENTS <br />i <br />2x4 OR 26 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WH Od MASONRY NAIL <br />¢ w <br />16" OIC STAGGERED. <br />m U <br />ADDITIONAL METAL <br />V a <br />CONNECTORS NOT <br />W <br />REQUIRED WHEN NO <br />0 B" CMU WALL <br />UPLIFT IS PRESENT. <br />M i 0,-0,. <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />0o <br />i SEE SLAB SCHEDULE <br />TOP OF SLAB <br />e^ <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />. <br />POURED MONOLITHICALLY WITH <br />y •- <br />r FOUNDATION AND SLAB <br />-S SEE SCHEDULE <br />SEE SCHEDULE <br />. <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />"' <br />B°ALE'34"'"°" <br />(NO UPLIFT) <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdeaigngroup.com <br />L AA #: 0003326 <br />v3 <br />a <br />SLYEDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT* <br />04181,000-14151 <br />MODlgff, <br />1408" <br />"DAKOTA" <br />GARAGE SrRNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />SEP <br />DRINTATE: 08/31 120 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />SLYEDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT* <br />04181,000-14151 <br />MODlgff, <br />1408" <br />"DAKOTA" <br />GARAGE SrRNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />SEP <br />DRINTATE: 08/31 120 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />