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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ STEEL REINFORCING IN GROUTED <br />�� �° <br />CELL SEE PLAN FOR SIZE AND <br />Q R CELL SEE PLAN FOR SIZE AND <br />I.. <br />• <br />Q a. <br />} SPACING REQUIREMENTS <br />0 } SPACING REQUIREMENTS <br />a, t <br />l <br />K <br />a W <br />� <br />W <br />N <br />m U W <br />1 <br />I <br />v��j <br />U <br />m <br />� a 4 <br />• ° r" <br />FM <br />v a <br />w <br />1 <br />V) Z 8" CMU WALL <br />O 8" CMU WALL <br />, CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O m <br />. z_ <br />° •I IN FOUNDATION WITH 30" LEG EACH <br />+-0'-0" <br />+-0'-0"$ <br />I TOP OF SLAB <br />WAYATALLCHANGES IN DIRECTIONS <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />q <br />° ~�~~ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I ° <br />° <br />- -VARIES <br />•I° f <br />SEE SLAB SCHEDULE° <br />BAR SIZE 48 BAR CIA. <br />RIHS <br />EXT. POSOLAT B 4 CHAMFER (1STORY) <br />; <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />I -ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />18" <br />ISOLATION 6" CHAMFER (2-STORY) <br />e <br />4' CHAMFER (1 -STORY) <br />' <br />JOINT12 <br />JOINT (WHERE • • #4 24" <br />W/ 12., ISOLATION °'" 6" CHAMFER (2-STORY) <br />( ) <br />APPLICABLE Z SEE SCHEDULE <br />#5 30" <br />JOINT (WHERE •' • EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36 <br />APPLICABLE) Z FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />- AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />^ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE:3/4'=V-6' <br />, <br />scALE:3/a"=r-0' <br />CORNER BARS DETAIL <br />@ GARAGE <br />3 <br />GARAGE DOOR <br />SCALE 3/4"=1'-0" <br />RECESS <br />J <br />A W 8" <br />W <br />LAP TOP PLATE A MIN_ OF 48" <br />= <br />y y <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 />�k CURB FOR <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />N MASONRY <br />7; AT ITS SET <br />�" <br />0 a I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />j m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'W" WEDGE ANCHOR W/2" <br />O d SECURED W/ 2- PART <br />To BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />d ( EPDXY. MIN. EMBED <br />EPDXY 5-12" EMBED. MIN. @ 16" OC <br />J Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />Q Cl FOLLOW ALL MANE. <br />BTM AND TOP PLATE <br />=K SPECIFICATIONS FOR <br />Q <br />ANCHORS W/ 10d x 1 12" <br />RECESS AROUND GARAGE <br />-IN312"DIAMETER CONC. <br />FILLED STEEL PIPE <br />METAL PLATE <br />= m USE AND <br />I <br />H m PREPARATION OF <br />O o 4 HOLE. <br />w� <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d W <br />3" of SEE SLAB SCHEDULE <br />Q <br />%� DOOR OPENING <br />A <br />BASE W/ 12'k6" <br />o O} <br />+ p'-p" <br />1/,,--611 <br />ANCHOR BOLTS <br />M Q- <br />TOP OF SLAB .. . IT <br />" <br />4" CHAMFER (i STORY) <br />° - <br />LAP TOP PLATE A MIN. OF 48" <br />6" CHAMFER (25TORY) <br />. - ° <br />AND NAIL W/ 16tl COMMON <br />Y HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY <br />• ° ; # <br />LLAN <br />LAP TO OCCUR OVER STUD OF WAL W/P <br />i <br />° <br />EQ. EQ. EE SCHEDULE <br />2x4 OR 2.6 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 DBL. TOP PLATE SECURE ST. PLATE TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SLAB "O/ MASONRY <br />7 SCALE 3/4"=1'-0" <br />5 <br />G <br />6 SCALE: 3/4"=1'-0" <br />(W/ UPLIFT) <br />ADIDITIONAL METAGERED. <br />SCALE: 3/4"=1'-0" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />y UPLIFT IS PRESENT. <br />W <br />SLAB SCHEDULE <br />a <br />[SEE <br />- 0'-0" <br />TOP OF SLAB <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <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 />4 <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />EQ. EQ. EE SCHEDULE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />} <br />FOR WxD, BAR SIZE <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />AND BAR QUANTITY <br />16" O/C STAGGERED. <br />Q W <br />m Q <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />� d <br />$ <br />(NO UPLIFT) <br />REQUIRED WHEN NO <br />V) 8" CMU WALL <br />O <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL(TYP.) <br />2X WALL FRAMING <br />TOP OF SLAB <br />I° - <br />SEE SLAB SCHEDULE <br />1/2 DIA SIMPSON STB2 BOLTS 5" <br />+- p•-0" <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />Z Z e <br />GROUTED CELL, 4" FROM ENDS AND <br />g "ISOLATED" COLUMN PAD <br />16 O.C. VERTICALLY MAX <br />° ° <br />CENTERED UNDER WALL AND <br />° • ! <br />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 />8"x8" MASONRY COLUMN W/ <br />INTERIOR FRAME BRIG WALL TO <br />(2)#5'S ARE DESIGNED TO <br />COMBINED EXTERIOR MONO- <br />PLACED IN CONTACT WI <br />INTERIOR FOUNDATION WOOD WALL <br />BLOCK WALL CONNECTION <br />THE INSIDE OF THE INTERIOR <br />9 _ <br />SCALE: 3/4'-1'-0" NO UPLIFT <br />( UPLIFT) <br />FOOTING AND COL. PAD <br />0 SCALE: 3/4"=1'-0" <br />B EXTERIOR FACES OF THE <br />BLOCK AS SHOWN W/05 <br />❑ © DOWEL IN FOUNDATION. <br />SCALE: 3/4"=1'-0' <br />DOUBLE FILLED CELL <br />A N C H 1 T E C T S <br />6 <br />Design <br />Grou LLD. <br />t41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407 774-6078 <br />FAX: 407-774-4078 <br />Www.abd- gngmpxom <br />AA #: 0003325 <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: 813-886-2628 <br />FAX 813-886-2802 <br />�!9nNl� <br />sUHDIV. ae I.Or. <br />SILVERADO <br />LOT #10 <br />BLK #10 <br />PROJECT# <br />03719.001-10101 <br />MODEL& <br />3278—JORDYN II <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />DETAILS <br />0 H <br />