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30" <br />MIN. EACH WAY <br />M,0NOLIl <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />T ­7 <br />CELL SEE PLAN FOR SIZE AND <br />o- <br />CELL SEE PLAN FOR SIZE AND <br />: SPACING REQUIREMENTS <br />(L <br />SPACING REQUIREMENTS <br />cc �' <br />ui <br />: <br />GARAGE DOOR <br />w <br />RECESS <br />cc a. <br />U) <br />cc <br />FM <br />:5 <br />a: rcl <br />8* CMU WALL <br />0 <br />S'CMU WALL <br />ORNER BARS, SAME SIZE AS LARGER BAR <br />UJ w <br />2� <br />01-04- <br />IN FOUNDATION WITH 30' LEG EACH <br />0'-Cl <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT 01 CONTINUOUS BARS <br />CURBFOR <br />EXI R <br />' ' ' I ' : <br />�2�'l <br />L <br />\�SEE SLAB SCHEDULE <br />BAR SIZE 48 �LR CIA, <br />�' CHAMFER (I STORY) #3 IS. <br />EXT. PORCH SLAB <br />ZSEE SLAB SCHEDULE <br />4 CHAMFER <br />7 <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />W/ I N <br />JO NT (WHERE 0 0 <br />6"CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2'ISOLATION <br />II -STORY) <br />6 -STORY) <br />CHANIFER (2 <br />01-0. <br />APIPLICABLE) <br />SEESCH EDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />EE <br />4. EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD BAR SIZE <br />'6UANTITY #6 3v <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />r_,_'\�EXTERIOR MONO -FOOTING <br />/"��EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 314"=I'-W <br />G)� <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MINOF 46' <br />AND NAIL W/ 16d COMMON <br />ANDNAIL W/ 16d COM ON <br />NAILS, 2-ROWS, 4'0/C BTM. VERIFY HEIGHT <br />MAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD 0 LL W/ PLAN <br />LAP TO OCCUR OVER STUD 0 WALL PLAN <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W1 SYP <br />2X4 OR 2XS WOOD BEARING PROVIDE BLOCKING <br />WALL W1 SYP No 2 STUDS SEE <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W1 <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2"x9* WEDGE ANCHOR W/2 <br />STM PLATE TO BE PT+ <br />(L SECURED Wl 2, PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT PLATE TO <br />2'CAPPED <br />EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2"EMSED. MIN. 0 IWOC <br />1 <br />GALVAN ZED PIPE <br />8', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />L.'I.�11;d*MASONRY <br />N. A-1 /C STAGGERED. <br />ADDITIONALMETAL <br />W/FLANGE 0 BASE <br />FOLLOWALLMANF. <br />Sp FICATIONS FOR <br />BTM AND TOP PLATE <br />0 <br />C NNECTORS NOT <br />U.:`AND <br />ANCHORS W/ 1 Od x 1 1/2' <br />_ UIRED WHEN NO <br />REQ <br />1-�2 <br />m PRE PARATION OF <br />COMMON NAILS FILL ALL U) <br />HO�ES, DO NOT USE lDd <br />U) UPLIFT IS PRESENT. <br />m <br />HOL E. <br />Z CC <br />x3 SEE LAB SCHEDULE <br />S <br />a: <br />cc EE SLAB SCHEDULE <br />cc <br />SECURE FLANGE TO <br />SLAB W1(4) 1/4'X 2114" <br />TAPCONS <br />< <br />-OTIZ#00'1 SLAB . <br />< <br />6��'�HF SLAB fs <br />j <br />. . I . :1 <br />N <br />4-CHAMFER(I-STORY) <br />�_4 <br />6' CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE 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 />MONOLITHIC FOUNDATION <br />���ALE: -'-1'-0* <br />(NO UPLIFT) <br />SCALE: 314'=I'-O' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4'O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />0 LL PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2X4 On 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />STM PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16'O/C STAGGERED. <br />Cc <br />< LU <br />ADDITIONAL METAL <br />L5 <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8'CMU WALL <br />VARIES <br />POURED LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br />TOP OF <br />SLAII SCHEDULE <br />2X WALL FRAMING <br />'01-0. <br />-+±TOP OF SLAB <br />rSEE <br />z <br />N-1-SEE SLAB SCHEDULE <br />1/2'DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />'ISOLATEWCOLUMN PAD <br />GROUTED CELL, 4 FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16- u, V"TICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />3! <br />r <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ITITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />SCALE: I "=l'-O' <br />(NO UPLIFT) <br />PF020TII[NNG AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4'.l'-G' <br />SCALE: 3/4'=l'-O" <br />1,441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-77"078 <br />FAX- 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: Mm"'Ill <br />A.B. DESIGN GROUP <br />DRAIFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134IM2628 <br />FAX: 8134SM211102 <br />-A <br />munDiv. &at X1071 <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />PROJZCT# <br />03719,000-22 <br />'T?9r-CAMDEN <br />CAR*,GIC BWMCI: <br />LEFT <br />PAGE: <br />DETAILS <br />U50 MPH EXP. <br />AUG <br />F-PP-INT 08/03/40 <br />DATE. <br />scALx: 1/4"=V-0" <br />*='T <br />Si. IA of <br />