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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />Z <br />m <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />0- <br />SPACING REQUIREMENTS <br />Op U <br />J <br />W <br />Ir <br />vJ <br />O W <br />6" CMU WALL <br />�O (aA t Z <br />W' CMU WALL <br />Z <br />,. I > . CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH W' LEG EACH <br />p•{y <br />m <br />io — <br />+- 0'1Y' <br />-8 WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />• TOP OF SLAB <br />-' <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />+- <br />MATCH AMOUNT OF CONTINUOUS BARS <br />- VARIES <br />I <br />EXT. PORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (I -STORY) <br />ORCH S AB <br />a SEE SLAB SCHEDULE TOP OF GARAGE <br />'' a. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12' ISOLATION <br />,," <br />JOINT (NMERE <br />6' CHAMFER (2STORY) 18" <br />M4 24" <br />W/ 1 <br />4' CHAMFER (1STORY) <br />�i- __ 6' CHAMFER (2STOF <br />, <br />.. <br />APPLICABLE) Z <br />SEE SCHEDULE <br />#5 30" <br />JOINT <br />APPLICABLE) <br />.. <br />Z <br />_ <br />.: j EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />$ <br />FOR WxD, BAR SIZE <br />FOR W:D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #7 <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />4Z' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE:34"=1'-0 <br />rjT GARAG SCALE:3/4"=1'-0 <br />VA V <br />CORNER BARS DETAIL <br />li <br />LAP TOP PLATE A MIN. OF 4V' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />RECESS <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />WALL W/ SYP <br />uj LU B+ <br />W <br />0' I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />U <br />j N NEW REINF. BAR <br />12'k9' WEDGE ANCHOR W/Z' <br />SPACING. SINGLE BTM. PLATE4F <br />W <br />y <br />SECURED W! 2- PART <br />TO BE PT. PROVIDE DBL TOP <br />SET IN HIGH <br />(A <br />Z' CAPPED <br />GALVANIZED PIPE <br />a g I EPDXY. MIN. EMBED <br />Q S', UNO <br />PLATE EPDXY 5-12" EMBED. MIN.WASHER <br />0 IS' OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />CURB FOR <br />WiFLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />rww! <br />MASONRY <br />UNITS SET <br />N SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 11T' <br />' Ito,AT ELEV: <br />_ ( USE AND <br />COMMON NAILS FILL ALL <br />,p" <br />0HOLE.x <br />M <br />PREPARATION OF <br />HOLES, DO NOT USE 10d <br />K <br />3"SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W <br />Q <br />SLAB W/(4) IW X 21/4" <br />'"q p O} <br />+� 0'-0' <br />TAPCONS <br />QQ• <br />TOP OF SLAB <br />RECESS AROUND GARAGE <br />4" CHAMFER (1STORY) S' CHAMFER (2STORY) <br />=AND <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />LAP TOP PLATE A MIN. OF 48" -may <br />AND NAIL W/16d COMMON <br />2-ROWS,VERIFY HEIGHT <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />OF WALL W/PLAN <br />5 <br />6 <br />3/4"=1'-0" <br />(W/UPLIFT) <br />LAP TO OCR OVER STUD <br />SCALE: 3/4"=1'17' <br />SCALE: <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 16" O/C STAGGERED. <br />LAP TOP PLATE A MIN. OF 46" <br />ADDITIONAL METAL <br />AND NAIL W/ 16d COMMON <br />CONNECTORS NOT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />REQUIRED WHEN NO <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />N UPLIFT IS PRESENT, <br />SPACING REQUIREMENTS <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Zcr <br />SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />a <br />[SEE <br />±T j;4 <br />TOP <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />OF SLAB <br />-n <br />PROVIDE DBL TOP PLATE <br />16' O/C STAGGERED. <br />m <br />- <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />a <br />- <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />w (/j <br />O <br />e"CMUWALL <br />.ea , <br />POURED LINTEL CONT. (TYP.) <br />. 0'-a' <br />s' CMU FIND CELL (TYP,) <br />�'o'' <br />EQ. EQ. EE SCHEDULE <br />_ <br />Ir�__t____ �__�_�_. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />FOR AkD, BAR SIZE <br />AND BAR QUANTITY <br />w p.0• <br />SEE SLAB SCHEDULE <br />12" DIA SIMPSON STB2 BOLTS 6" <br />TOP OF SLAB <br />2: <br />♦ <br />MINIMUM EMBEDMENT INTO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />SCALE: 314••=,'-�• (NOUPLIFT) <br />CENTERED UNDER WALL AND <br />16'O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-�FFOR <br />-- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />-� <br />EDULE <br />FOR W(D, BAR SIZE3BAR <br />SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />vnrzlE9 S. <br />FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />3' 3' <br />,'�INTERIOR <br />6CALE:3/4"=,'p" <br />(NO UPLIFT) <br />1� <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-D' <br />aC <br />:3a"=1'-0 <br />11 SCALETE <br />„ TY <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=1'-0" <br />A 16 N IT 19 T I <br />6 <br />Groin <br />!41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .andeftgp M.com <br />AA 11: 0003325 I <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SLATE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862628 <br />FAX: 0134MS-2802 <br />BIIIIIIIIL'= <br />SUDDIV. de LOT: <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECT* <br />03719.000-01161 <br />MODEL: <br />2795-CAMDEN <br />GARAGE STUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150APH EXP B <br />