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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />t. <br />♦ p <br />STEREINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />r•EL <br />p 0- <br />SPACING REQUIREMENTS <br />0 T <br />SPACING REQUIREMENTS <br />I - v- <br />C <br />w <br />w <br />U <br />vl <br />.. r` <br />v <br />/��c GARAGE DOOR <br />RECESS <br />O <br />FMC <br />yr Z <br />S'CMU WALL <br />O <br />8"CMUWALL <br />CORNER BARS, SAME SIZE AS BAR <br />LuWO2 <br />W = <br />IN FOUNDATION WITH 30"LEG EACH <br />Of SLAB <br />WAY AT ALL CHANGES IN DIRECTIONSTOP <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />L <br />CURB FOR <br />PORCH SLAB <br />SLAB SCHEDULE <br />SIMBAR <br />4" CHAMFER (2-STORY) <br />• - <br />SEE SLAB SCHEDULECONTINUOUS <br />STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MSEE <br />(/ - UNITS SET <br />NITS SEBAR <br />AT ELEV: <br />b"0,-0"JOINT <br />Wi l <br />WI1l2" ISOLATION <br />(WHERE a �,a <br />6' CHAMFER (2-STORY) <br />p4 <br />EXT. PORCH SLAB <br />W/i/2"ISOLATION <br />I 4' CHAMFER (1•STORY) <br />1 . <br />6" CHAMFER (2-STORY)APPLICABLE) <br />i <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />e'' <br />1 a EE SCHEDULE <br />4' <br />ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZERANSITIONS <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe.2 TO 3, PROVIDE 2 BARS), UNO <br />,/�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 314"=V-0" <br />2 <br />@ GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />SCALE: 3//^=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL Wl 16d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4•' O/C BTM. HEIGHT <br />VERIFY HEIEI <br />NAILS, 2-ROWS, 4•' O/C STM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <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 />w <br />0 a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S N NEW REINF. BAR <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1 *XW WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT' PLATE TO <br />2" CAPPED <br />0. EPDXY. MIN. EMBED <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ 18" OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />-� 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />G FOLLOW ALL MANF. <br />C SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />`o <br />y <br />= USE AND <br />ANCHORS W/ tOd z 1 1/2" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />m <br />a ,„ PREPARATION OF <br />y <br />HOLES, DO NOT USE 10d w <br />w UPLIFT IS PRESENT. <br />C�'Ic HOLE. <br />Z a:x <br />3" C SEE SLAB SCHEDULE <br />W SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />G <br />SLAB W/(4)1/4" X 2 1/4" <br />p O' <br />+- p-p• <br />.• 0 0" <br />TAPCONS <br />QQ- <br />TOP OF SLAB _� ... <br />TOP OF SLAB-r•�._ <br />•. <br />4" CHAMFER(1STORY) <br />°�-• <br />�- + ,=° _r•-<-a <br />6" CHAMFER (2-STORY) <br />- <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />BDALE:34"=,-0 (W/UPLIFT) <br />B 6QALE:34"=,-°" (NO UPLIFT) <br />5 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ ISd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL Wl SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />C <br />16" O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />v a. <br />REQUIRED WHEN <br />0.' 0)) <br />UPLIFT IS PRESENT.T. <br />O <br />i <br />8" CMU WALL <br />• • POURED LINTEL CONT. (TYR) <br />8" CMU FILLED CELL (TYP.) <br />•: e` <br />B' VARIER B' <br />9' 3' <br />- TOP OF SLAB <br />('FAND <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0' <br />TOP OF SLAB <br />- a • <br />i <br />[yam•--ZZ# <br />SEE SLAB SCHEDULE <br />• <br />1/2" DIA. SIMPSON STB2 BOLTS 5 <br />MINIMUM EMBEDMENT INTO <br />�pL <br />• C. <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />Ie' O.C. VERTICALLY MAX <br />E <br />� <br />POURED MONOLITHICALLY WITH <br />+ <br />T -FOUNDATION AND SLAB <br />SEE SCHEDULE <br />" 4 <br />- <br />nlsoa+r. :n = <br />FOR WxD, BAR SIZE <br />T .EDULE <br />BAR SIZE <br />AND BAR QUANTITY <br />UANTITY <br />SHOWER RECESS FOOTER <br />INTFOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 <br />'�-. <br />G_)ERIOR 6CALE:3l4=,-0" NO UPLIFT <br />( ) <br />10 <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />SCALE: 1"=1' o" <br />SCALE: 3/4"=1'-0" <br />j j SCALE: 314'=1'-0' <br />t1.C. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigagroup.com <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813688.2828 <br />FAX: 813-SM2802 <br />1 06/11720 <br />8CALM 1/4"=1'-O" <br />NHEEr <br />St. <br />