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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Zt. <br />• .. .. .. .° •P <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />_ <br />— - <br />• <br />.., <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE AND <br />��.°> " - <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />c— <br />-`"..,".• <br />GARAGE DOOR <br />W <br />U <br />w <br />.. <br />I.Iv. <br />w <br />RECESS <br />U <br />IL <br />IL <br />y <br />6`I���_.. <br />FM- <br />g <br />W <br />8' <br />0= Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />I I ° I CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />O <br />`oy <br />o <br />°'• <br />Z <br />+- 0'-0" <br />I IN FOUNDATION WITH 30" LEG EACH <br />"'III <br />W U <br />+- 0• <br />.. TOP Ora <br />~� <br />-a ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />I .. "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />TOP OF SLAB <br />... <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• • <br />as <br />EXT. PORCH SLAB <br />W/ i/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />18" <br />- <br />EXT. PORCH SLAB <br />- VARIES <br />� SEE SLAB SCHEDULE TOP OF GARAG <br />CHAMFER <br />i <br />- I+I e ,ILL <br />° v, CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Zip. AT ELEV: <br />,, <br />JOINT (WHERE • • <br />6" CHAMFER (2-STORY) <br />#4 24 <br />W/ 1/2" ISOLATION <br />-CHAMFER <br />(I -STORY) <br />I -g(2-STORY) <br />.: <br />APPLICABLE) Z <br />SEE SCHEDULE #5 3(r <br />JOINT (WHERE <br />APPLICABLE) <br />z <br />nSCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBEROF BARS (io, 2 TO 3, PROVIDE 2 BARS), LIND <br />#T 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0 <br />� <br />2 <br />@GARAGE SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />OPENING <br />SCALE: 3/4"=1'-0" <br />Op�SCALE: 3J4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" ---may <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />W <br />ij 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 />0 a NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED Wl2- PART <br />K <br />SPACING. SINGLE BTM, PLATE <br />1/2"WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />o_ EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />& O <br />OLLLL OW ALL MANF. <br />FOLLOW <br />PLATE <br />EPDXY S12" EMBED. MIN.0 IS'OC <br />SLAB W/tOd MASONRY <br />WIFLANGE ®BASE <br />= K SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />N I <br />USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />4 <br />M <br />F- PREPARATION OF <br />(D <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />HOLE. <br />N <br />W <br />W UPLIFT IS PRESENT, <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2114" <br />Lu Ix <br />p <br />3" SEE SLAB SCHEDULE <br />K <br />0= SEE SLAB SCHEDULE <br />TAPCONS <br />Q <br />QQQO <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER(2STORY) <br />=AND <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TONTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />%ANTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />6 <br />T SCALE: 3/4"=1'-0" (W� UPLIFT) <br />V SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=l'-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 />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 W/ SYP No 2 STUDS SEE <br />4 '� <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WI10d MASONRY NAIL <br />ul <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0_ N <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I° <br />SEE SLAB SCHEDULE <br />0 <br />2 <br />Z <br />OF SLAB <br />4CENTERED <br />"ISOLATED" COLUMN PAD <br />a •- UNDER WALL AND <br />SiiLLi�•••���� • POURED MONOLITHICALLY WITH <br />T' <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />s <br />FOR WA, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BARRQUANTITY <br />AND BAR QUANTITY <br />L <br />COMBINED EXTERIOR MONO- <br />��INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />-- <br />9CALE: <br />3/4"=111, (NO UPLIFT) <br />SCALE: 3/4"=l'-0 <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32150 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdealgngroup.com <br />L AA #: 0003325 <br />SLJHDIV & LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #15 <br />lipitoiliccTip <br />04181.000-05151 <br />MODEP <br />1408" <br />"DAKOTA" <br />GARAGE 8WUM: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />