Laserfiche WebLink
30" <br />MIN.EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />¢ o. <br />CELL SEE PLAN FOR SIZE AND <br />�•O <br />C,0}}- <br />SPACING REQUIREMENTS <br />?- <br />SPACING REQUIREMENTS <br />�t <br />mw <br />to <br />° FM—.' <br />p U) Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />_ , f CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />io <br />Z <br />+' 0.'a, <br />IN FOUNDATION WITH 30" LEG EACH <br />° "I <br />*- 0'-a. <br />9. WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ,, SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE°I6 <br />BAR SIZE 48 BAR DIA <br />q" CHAMFER (1STORY) <br />EXT. PORCH SLAB <br />I-) VARIES <br />e SEE SLAB SCHEDULE TOP OF GARAGE <br />° I sl vI� <br />' o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION . , <br />JOINT (WHERE 4 • <br />6"CHAMFER (2-STORY) +8" <br />#q 2q <br />W/ 1/Z' ISOLATION <br />I 4'CHAMFER (1-STORY) <br />1 a -' 6" CHAMFER (2-STORY) <br />° <br />APPLICABLE) Z <br />SEE SCHEDULE <br />#5 3a' <br />JOINT(WHERE <br />APPLICABLE) <br />Z <br />- • • EESCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE 36, <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Y� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS tie. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42" <br />v <br />EXTERIOR MONO -FOOTING <br />(_,_�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE:-" T-a' <br />L <br />6QALE:34"=+ a' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />RECESS <br />W <br />WALL W/ SYP <br />W <br />g <br />O (L I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />O) W &+ <br />> U) NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/Ik5' WEDGE ANCHOR W/ 2' <br />TO PT. PROVIDE DBL TOP <br />W = <br />00. SECURED W/ 2- PART <br />WASHER SET IN HIGH STRENGTH <br />W U <br />0) <br />Z' CAPPED <br />IL g I EPDXY. MIN. EMBED <br />PLATE <br />PLATE <br />EPDXY 5-10 EMBED. MIN. C 16' OC <br />N <br />GALVANIZED PIPE <br />Q 8", ONO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE C BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />0: ( SPECIF <br />� <br />= ICATIONS FOR <br />m USE AND <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2" <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d W <br />MASONRY <br />UNITS SET <br />%pn AT ELEV: <br />HOLE. <br />x a' SEE SLAB SCHEDULE <br />w <br />0'-a' <br />SECURE FLANGE TO <br />LU <br />SLAB W/(4) 114" X 2 1/4" <br />2� p �-'<' <br />+_ 0 {p <br />TAPCONS <br />t�i <br />TOP OF SLAB <br />_� .. <br />`� <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />• ° `�° <br />4 SCALE: 3/q"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />7 SCALE: 3/4"=T-a' (W/UPLIFT) <br />5 <br />6 <br />LAPTOP PLATE A MIN. OF 48" <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />• <br />BTM. PLATE TO BE PT. <br />LAP TOP PLATE A MIN. OF 48" <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB W/10d MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL i6"NAL STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SPACING REQUIREMENTS <br />REQUIRED WHEN NO <br />/o, <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />UPLIFT IS PRESENT, <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />IY SEE SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />O D- <br />Q <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢ <br />m U <br />i- 0'-a, <br />TOP OF <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />F9 O <br />REQUIRED WHEN NO <br />x a- <br />UPLIFT IS PRESENT, <br />O <br />S.WALL <br />Z <br />�— <br />POURED LINTEL CONT. (TYP I <br />_ <br />8"CMU FILLED CELL(TYP.) <br />aSEE <br />- <br />TOP OF <br />SLAB SCHEDULE <br />• s2X <br />WALL FRAMING <br />+-0'° <br />SEE SLAB SCHEDULE <br />1/2"DIA. SIMPSON STB2 BOLTS 5" <br />WGROUTED <br />EQ. EQ. SEE SCHEDULE <br />TOP OF SLAB <br />na <br />ZMINIMUM <br />EMBEDMENT INTO <br />FOR WXD, BAR SIZE <br />"ISOLATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />. FOUNDATION AND SLAB <br />scALE: 3/a••=r-a• <br />UPLIFT) <br />I <br />I � SEE SCHEDULE <br />SEE SCHEDULE <br />(NO <br />V FOR WxD, BAR SIZE <br />S /FOR WxD, BAR SIZE <br />»>III"` ------""I"" AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />e' VARIES e' <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 3 <br />INTERIOR <br />FOUNDATION WOOD WALL <br />9 BCALE:34"=,_0' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:34"=1'-0" <br />yS; <br />SCALE: 3/4"=1'-0" <br />E <br />Wfl)9-CONT. <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=V-0" <br />A7Grou <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.com <br />AA S: 0004 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2826 <br />FAX: 813886-2802 <br />BlUDDIV. ae LJOT: <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.001-14161 <br />MODELe <br />GARAGE SMLNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />V.15ftPH JUA <br />