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30" <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />" <br />STEEL REINFORCING IN GROUTED <br />�°• 1 <br />_•a <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />a <br />• <br />a <br />SPACING REQUIREMENTS <br />r <br />SPACING REQUIREMENTS <br />as• <br />arG <br />C <br /><W <br />�p Y— <br />Qw <br />mU <br />Nj <br />• . <br />as <br />Oy <br />¢ <br />.I F_ —:.. ° <br />•. <br />FCORNER <br />0' N <br />8" CMU WALL <br />O <br />8"CMU WALL <br />> . BARS, SAME SIZE AS LARGER BAR <br />I <br />0 to g <br />o <br />- Z <br />+- 0'-0" <br />;' I IN FOUNDATION WITH 30" LEG EACH <br />+_ 0'4' <br />° <br />'4 WAY AT ALL CHANGES IN DIRECTIONS <br />�' <br />TOP OF SLAB <br />TOP OF SLAB <br />,,II <br />I ... I SO THAT THE STEEL REINS IS CONTINUOUS <br />Iy--�.�,4-.-.T� ; ..=� <br />I : MATCH AMOUNT OF CONTINUOUS BARS <br />L� <br />•'� <br />4 • <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />EXT. PORCH SLAB <br />- ARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />. I <br />,I� <br />°- a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" ISOLATION <br />,•,, <br />JOINT (WHERE - • • <br />6" CHAMFER (2-STORY) 18" <br />#4 24" <br />W/ 1/2' ISOLATION <br />I' 4"CHAMFER (1STORV) <br />l� � � '� 6" CHAMFER (2-STORY) <br />.: <br />APPLICABLE) Z <br />SEE SCHEDULE #6 30" <br />JOINT(WHERE <br />APPLICABLE) <br />Z <br />• i EE SCHEDULE <br />4, <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR BAR SIZE <br />' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />a <br />BAR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42„ <br />N <br />K_,_'�EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE: 3/4"=l'-U' <br />CORNER BARS DETAIL <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 />zl�u RECESS <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />01 <br />WALL W/ SYP <br />N Q B• <br />w = I <br />0 0_ <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />W <br />j VJ NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 2' <br />w U <br />N <br />0. SECURED W/ 2- PART <br />pO,gTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />t0 <br />2' CAPPED <br />a 1. 5 EPDXY. MIN. EMBED <br />8", UNO <br />EPDXY 5-12" EMBED. MIN. @ 16" OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />CURS FOR <br />GALVANIZED PIPE <br />Q FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />i`V MASONRY <br />W/FLANGE ®BASE <br />W !r I SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12" <br />c Z UNITS SET <br />AT ELEV: <br />USE AND <br />COMMON NAILS FILL ALL <br />-p <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d <br />3' <br />SECURE FLANGE TO <br />x SLAB SCHEDULE <br />Q <br />SLAB W/(4)1/4" X 2114' <br />o p } <br />[SEE <br />+_ 01 <br />TAPCONS <br />M OQQO <br />TOP OF SLAB <br />' <br />PQ <br /><. _ <br />RECESS AROUND GARAGE <br />4"CHAMFER(1-STORY) <br />6" CHAMFER (2STORY) <br />♦ �. r <br />- <br />DOOR OPENING <br />� <br />,�a e �'• <br />SCALE: 3/4"=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 />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/16d COMMON <br />NAILS, 4"O/C BTM, VERIFY HEIGHT <br />SCALE: 3/4"=1'-0 <br />BOLLARD <br />c MONOLITHIC FOUNDATION <br />2-ROWS, <br />OF WALL W/ PLAN <br />5 <br />SCALE: 3/4"=1'-0 <br />V <br />SCALE: 3/4"=V-7' <br />(W/ UPLIFT) <br />LAP TO OCCUR OVER STUD <br />2x4 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 V / d MASONRY <br />NAIL 16" O/C STAGGERED. <br />LAP TOP PLATE A MIN. OF 49' — <br />ADDITIONAL METAL <br />AND NAIL W/ 16d COMMON <br />CONNECTORS NOT <br />NAILS, 2-ROWS, 4" 0!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 />UPLIFT IS PRESENT. <br />SPACING REQUIREMENTS <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />SEE SLAB SCHEDULE <br />� <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />Q <br />PLANS FOR SPACING. SINGLE <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0. <br />L]} <br />TOP OF SLAB <br />•� 4 <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />C <br />LU41r <br />•\`` <br />ADDITIONAL METAL <br />o] <br />• _4 <br />CONNECTORS NOT <br />v EL a <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0' <br />8" CMU WALL <br />. <br />.e• a• <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TVP.) <br />EQ. EQ. SEE SCHEDULE <br />., TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />FOR WxD, BAR SIZE <br />[yam+--�--� <br />TGROUTED <br />AND BAR QUANTITY <br />._ D' <br />OP OF SLAB <br />'e• <br />Z <br />-SEE SLAB SCHEDULE <br />. <br />12" DIA. SIMPSON STB2 BOLTS S' <br />MEMBEDMENTIN <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />Q <br />•! <br />"ISOLATED" COLUMN PAD <br />n <br />CELL, 4" FROM ENDS AND <br />E <br />6DALE: 3/4"=,'.D" (NO UPLIFT) <br />•_� <br />°• • <br />CENTERED UNDER WALL AND <br />16'0.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />s FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />AND BAR QUANTITY <br />VARIES 6' <br />��INTERIOR FOUNDATION WOOD WALL <br />BQALE 34"=,'0 (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />INTERIOR FRAME BRG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE: <br />yC <br />SCALE: 3/4"=1'-fY' <br />(,7uLONr - i <br />m=0 <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: V=V-0" <br />6 <br />Grouja. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />I <br />439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886­2628 <br />FAX: 813.886-2802 <br />SUBDIV. do ITT: <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT# <br />03719.001-07161 <br />MODEL: <br />2795—D <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 WH EXP. B <br />JUN <br />PRTE:INT 06/09/21 <br />DA <br />SCALE: 1/4"=1'-O" <br />SHEET <br />S1.1A <br />