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30" <br />MIN. EACH WAY <br />MONO LITHIC FOOTING <br />z <br />2 <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a � <br />CELL SEE PLAN FOR SIZE AND <br />PACING REQUIREMENTS <br />r <br />w <br />L. . <br />GARAGE DOOR <br />0 <br />I <br />RECESS <br />FM <br />U) q <br />8"CMUWALL <br />oco <br />B"CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />rn LLI <br />0 <br />to <br />0*-O"� <br />IN FOUNDATION WITH 30"LEG EACH <br />w <br />LU X <br />TOP 0 <br />TOP OF SLAB <br />f WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />coo <br />\—CIRB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />FOR <br />EXT. PO H S <br />W/ 112"111 TION <br />SEE SLAB SCHEDULE DIA. <br />4:: CHAMFER (I -STORY) #3 <br />EXT. POJ <br />CH SLIA <br />I-) VARIESt <br />, , ,, 'SEE SLAII SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />R CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�_: )" . AT ELEV: <br />JOINT ERE <br />6 CHAMFER (2-STORY) <br />#4 24" <br />wl 1/7, ISOLATIO <br />("TORY) <br />II <br />6' CHAMFER (2-STORY) <br />APPLII LE) <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />EE <br />EE SCHEDULE <br />2 <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />4. FOR WxD, BAR SIZE <br />FOR W' <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATION$ HAVING <br />AND BAR QUANTITY #8 36!' <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42" <br />�4 <br />NUMBER OF BARS (1w 2 TO 3, PROVIDE 2 BARS), LINO <br />r,_"�EXTERIOR MONO -FOOTING <br />r_,'�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />�SC�ALE314'�V-1�" <br />���AUE: <br />3/4"=V-0" <br />G�ARAG�E <br />CORNER BARS DETAIL <br />7"\ DOOR OPENING <br />LAP TOP PLATE A MIN OF 41r <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL Wl I 6d COMMON <br />NAILS, 2,ROWS, 4'OiC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4"C/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />- Alr <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W1 SYP <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE: <br />a IL <br />No 2 STUDS:SEE R <br />P=S FC SECURE BT PLATE TO SLAB Wl <br />PLANS FOR SPACING SINGLE <br />3 <br />U) NEW REINF. BAR <br />SPACING. Sil GLE P A . <br />N T E <br />1/2"x9' WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT. <br />SECUREDWI 2-PART <br />To BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2" CAPPED <br />CL EPDXY. MIN. EMBED <br />PLATE -If2" EMBED. MIN. @ IS' OC <br />EPDXY5 <br />SLAB W I Od MASONRY <br />GALVANIZED PIPE <br />� :5 . 8", UNO <br />� <br />SIMPSON SPH4 OR SPHO - Ar - MAX, <br />N_L,.� OIC STAGGERED. <br />W/FLANGE @ BASE <br />a <br />< FOLLOW ALL MANF. <br />BTM AND Top PLATE - <br />A."'T'D NAL METAL <br />= S ICATIONS FOR <br />U) <br />ANCHORS W/ 10d x I 11T <br />CONNECTOR S NOT <br />UPECF <br />iE AND <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />PREPARATION OF <br />HOLES, DO NOT USE 10d <br />U) UPLIFT IS PRESENT, <br />uj <br />HOLE. <br />Z aw: <br />LLI <br />x T SEE SLAB SCHEDULE <br />It <br />EE SLAB SCHEDULE <br />SECURE FLANGE TO <br />. <br />SLAB W1(4) 11 4 X 2 114" <br />Is <br />'S <br />OMPKI' <br />IS <br />TAPCONS <br />S. <br />104116-1 S. <br />4" CHAMFER (1 -STORY) <br />4 <br />6" CHAMFER (2-STORY) <br />ei .0. <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 QUANT11Y <br />ADDING BAR TO <br />I/ �_,INTERIOR CURB FOUNDATION WOOD WALL <br />r._'�INTERIOR CURB FOUNDATION WOOD WALL <br />MONOL <br />THIC FOUNDATION <br />SCALE: 314"=V-0" <br />LAP TOP PLATE A MIN. OF 48" _71 <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4!' OIC BTM. <br />VERIFYHEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />HAP CELL SEE PLAN FOR SIZE AND <br />El <br />"I SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />K I <br />WALL W/ YP N 2 STUDS SEE: <br />PLANS F S 'ING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/I Od MASONRY NAIL <br />CL <br />PROVIDE DEL. TOP PLATE <br />16" OIC STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />EL <br />REQUIREDWHENNO <br />UPLIFT IS PRESENT. <br />8"CMUWALL <br />U-(r <br />POURED LINTEL CONT. (TYP.) <br />r CMU FILLED CELL (TYP.) <br />VARiEb <br />3. 3. <br />�, <br />;el <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />OMOF SLAB <br />r I <br />, <br />z <br />.1 . � .� / —SEE SLAB SCHEDULE <br />lr2"DLA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />I (Y'O,C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />-IFF <br />SEE SCHEDULE <br />EE <br />SEE SCHEDULE <br />���FOR <br />WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />0�INTERIOR <br />FOOTING AND COL. PAD <br />SCALE: V=V-9' <br />a/4"=V-9' <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0` <br />A ft C N I T I C T 8 <br />6 <br />WD"Ohmn <br />LL, <br />Group& <br />"I N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup m <br />AA 0: 0003325 <br />I, DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH 8134MS-2628 <br />FAI 8134MS-2902 A <br />F-SUSIDIV. do "LiO07.4 <br />SILVERADO <br />LOT #23 <br />BLK #10 <br />PROJECT# <br />03719.000-23101 <br />MODEL& <br />2795-F <br />GARAGE BVnNC;: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />1 6 <br />IPptlNT <br />DATE. 10/30/20 <br />8CALM 1/4"=I'—O" <br />WMET <br />S1.11AJ <br />