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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />g STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />°�''" ° — <br />CELL SEE PLAN FOR SIZE AND <br />Q a CELL SEE PLAN FOR SIZE AND <br />i <br />ViarSPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />C <br />W�rl—='; <br />-sue <br />m W <br />U W <br />G <br />�zi <br />O:y a <br />° I FM <br />a <br />- i 8" CMU WALL <br />O 8" CMU WALL <br />1 <br />f 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />OW io <br />o - Z_ <br />IN FOUNDATION WITH 30" LEG EACH <br />+ 0 0 <br />0'-0" <br />.I 6 WAY AT ALL CHANGES IN DIRECTIONS <br />e <br />TOP OF SLAB <br />TOP OF SLAB <br />vII <br />I - I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4' CHAMFER (1-STORY) <br />- VARIES <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />EXT. PORCH SLAB <br />d. I. °. ,la CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2" ISOLATION 6' CHAMFER (2-STORY) #3 18" <br />JOINT (WHERE ♦ e • �� #4 24" <br />I' 4" CHAMFER (1-STORY) <br />W/ 1/22' ISOLATION l S' CHAMFER (2-STORY) <br />° <br />APPLICABLE) Z SEE SCHEDULE #5 3a <br />� <br />JOINT (WHERE. • EE SCHEDULE <br />APPLICABLE) Z_ 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />#S 38 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />f AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE: 3/4"=1'-0" <br />n <br />2 SCALE: 3/4"=l'-0" <br />CORNER BARS DETAIL <br />@ GARAGE <br />GARAGE DOOR <br />SCALE: 3/4"=1'-0" <br />RECESS <br />o <br />aaa000 J <br />Lu LU 8n <br />w <br />= <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />0 N <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />�k CURB FOR <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />v MASONRY <br />UNITS SET <br />70, AT LEV: <br />0 0- ' <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />j 0 NEW REINF. BAR <br />SPACING. SINGLE T.PLATE 1/2'k9" WEDGE ANCHOR W/2' <br />O 0_ SECURED W/ 2- PART <br />Ix g <br />TO BE PT. PROVIDE DEL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />I EPDXY. MIN. EMBED <br />EPDXY 5-12" EMBED. MIN. 16, OC <br />Q <br />SIMPSON SPH4 OR SPH6 MAX. <br />a FOLLOW ALL MANF. <br />FOLLOW <br />STM AND TOP PLATE <br />_ I SPECIFICATIONS FOR <br />N a <br />ANCHORS W/ 10d x 1 112, <br />RECESS AROUND GARAGE <br />31/2"DIAMETER CONC. <br />FILLED STEEL PIPE <br />c� 6x6 METAL PLATE <br />USE AND <br />H PREPARATION OF <br />C0 a HOLE. <br />Z <br />MON NAI LL <br />HOLES, DO NOT USE FILL 10d W <br />x 3" SLAB SCHEDULE <br />Q <br />%DOOR OPENING <br />'� <br />`T SCALE: 3/4"=1'-U' <br />BASE W/ 1/ZW" <br />- <br />o <br />[SEE <br />+- 0'-0' <br />ANCHOR BOLTS <br />TOP OF SLAB <br />. ° <br />4" CHAMFER (1-STORY) <br />n <br />LAP TOP PLATE A MIN. OF 48" <br />6" CHAMFER (2-STORY) <br />- s <br />AND NAIL W/ 16d COMMON <br />I <br />. <br />NAILS, ROWS, 4" OM BTM. VERIFY HEIGHT <br />• , ; �,< <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />1-4�L <br />EQ. EQ. SEE SCHEDULE <br />2x40R 2x6 WOOD BEARING PROVIDE BLOCKING <br />FOR WXD, BAR SIZE <br />WALL W/ SYP No 2 STUDS SEE <br />AND BAR QUANTITY <br />PLANS FOR SPACING. SINGLE <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO <br />�� BOLLARD <br />MONOLITHIC FOUNDATION <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />7 SCALE:3/4"=1'-0 <br />(W/ UPLIFT) <br />5 <br />c <br />V scALE 3a"=1'-0" <br />ADDITIONAL METAL <br />SCALE:34"=1'-0' <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />SLAB SCHEDULE <br />a <br />[SEE <br />TOP OF SLAB <br />LAP TOP PLATE A MIN. OF 48' <br />�� a <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED— <br />— a - <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />e • -J ° <br />WALL W/No 2 STUDS SEE <br />PLAN S FOR SPACING. SINGLESYP <br />EQ. EQ. SEE SCHEDULE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 a <br />FOR WXD, BAR SIZE <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />METAL <br />�� <br />AND BAR QUANTITY <br />ADDITIONAL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />R <br />(L <br />8 <br />UPLIFT IS PRESENT. <br />0: <br />O 8" CMU WALL <br />LINTEL CONT. (TYP.) <br />Z <br />8" CMU FILLED CELL (TYP.) <br />IPOURED <br />2X WALL FRAMING <br />_ ..I, _ < TOP OF SLAB <br />~~ <br />SEE SLAB SCHEDULE <br />1/Z' DIA. SIMPSON STB2 BOLTS 5" <br />+ 0'-0' <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />Z Z m <br />_ <br />GROUTED CELL, 4" FROM ENDS AND <br />_ I 'ISOLATED COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />. . <br />CENTERED UNDER WALL AND <br />° y ' <br />•L-- POURED MONOLITHICALLY WITH <br />< — — - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />- ° - SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />/ FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />/.. <br />8"x8" MASONRY COLUMN W/ <br />INTERIOR FRAME BRG WALL TO <br />(2)#VS ARE DESIGNED TO BE <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />BLOCK WALL CONNECTION <br />PLACED INCONTACTWITH <br />THE INSIDE OF THE INTERIOR <br />9 scALe 3/4"=,-0" (NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 SCALE 34"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />B EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/#5 <br />❑ © in DOWEL IN FOUNDATION. <br />DOUBLE FILLED CELL <br />1 <br />SCALE: 3/4"=V-0" <br />A R C N I T E C T E <br />Gamsop <br />t41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />Ill DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813686s2802 of <br />11111111111 <br />01111111111 <br />SVHDIV. 8c I.OT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT* <br />03719.001-19161 <br />MODEL.• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH XP. C <br />DARTS 07/09/21 <br />SCALE: AS NOTED <br />SHEET <br />S1.1A <br />