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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 />C SEE PLAN,FOR SIZE AND <br />0- <br />CELL SEE PLAN FOR SIZE AND <br />I I <br />SPAC NG REQU REMENTS <br />0. <br />ui <br />SELL <br />PACING REQU REMENTS <br />ME W <br />v rL <br />X <br />Ir <br />< <br />F <br />FM <br />a. <br />8" CMU WALL <br />0 <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />Oca <br />b <br />= K <br />IN FOUNDATION WITH 30" LEG EACH <br />0 <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF <br />TOP OF 8LAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BAR$ <br />EXT. PORCH <br />C LAB <br />W/11/2' ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) 181, <br />#3 <br />EXT. PORCH SLAB <br />-SEE SLAB SCHEDULE TOP O�W41�52 <br />CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />JO NT (WHERE <br />6" CHAMFER (2-STORY) <br />#4 <br />W/ lf7lSOLATION <br />Il-STORY) <br />f <br />6 CHAMFER (2-STORY) <br />APPLICABLE) <br />EE SCHEID—E #5 301, <br />JOINT (WHERE <br />APPLICABLE) <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />06 361, <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BAR$ (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 1 <br />r,-*'NEXTERIOR MONO -FOOTING <br />TER R MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />(:D\E <br />a GARAGE SCALE 31,V=l'-U' <br />CORNER BARS DETAIL <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4'OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF W LL PLAN <br />GARAGE DOOR <br />Z14 OR 26 WO BEARING PROVIDE BLOCKING <br />DO <br />RECESS <br />Lu <br />WALL W/ SYP <br />5 <br />iL <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Wl <br />u0j <br />(1) NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 12'W" WEDGEANCHORW/7 <br />LU <br />W <br />iL ECUREDW/2-PART <br />'85 <br />To BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />L) <br />2'. CAPPED <br />".:5 EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. 0 16- OC <br />\-CURB <br />GALVANIZED PIPE <br />WIFLANGE @ BASE <br />", LIND <br />< a FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE - Ar - <br />FOR <br />9 <br />ECIFICATIONSFOR <br />USEAND <br />PSPEPARATION OF <br />ANCHORS W/ 10d x I JrZ, <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />AT ELEV <br />HOLE, <br />HOLES, DO NOT USE 10d <br />SECURE "NGE TO <br />Z <br />Lu <br />x 3�, SEE SLAB SCHEDULE <br />SLAB W/(4) 1/4" X 2 114!' <br />TAPCONS <br />�05 OF SLAB 7 4. <br />74 <br />RECESS AROUND GARAGE <br />EQ ;EE SCHEDULE <br />tn�%EQ <br />�FOR WxD, BAR SIZE <br />A A,., <br />ND BAR QUANTITY <br />ADDING BAR TO <br />/�_,INT�ERIOR CURB FOU <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />MONOLITHIC FOUNDATION <br />NAILS, 2-ROWS, 4!'Or, BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />2X4 OR 2�6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE: <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT PLATE TO <br />.1. V W MASONRY <br />LAP TOP PLATE A MIN. OF 49- <br />NA,L,S�!l <br />- A, - ,C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADOiTIONALMETAL <br />NAILS, 2-ROWS, 4'O/C BTM <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />UPLIFT IS PRESENT. <br />20 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />2� <br />SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />< <br />BTM PLATE TO BE PT, <br />:ECBURE T.MAATE TO <br />LA W"�d SONRY NAIL <br />0. <br />[SEE <br />0-1. <br />#�CP OF SLAB <br />PROVIDE DBL TOP PLATE <br />16'01C STAGGERED, <br />ADDITIONAL METAL <br />Lu <br />CONNECTORS NO <br />REQUIREDWHFN NO <br />UPLIFT IS PRESENT. <br />0 <br />8 CMU WALL <br />Z <br />­0 <br />POURED LINTEL CONT. (TYP.) <br />0 <br />8" CMU FILLED CELL (TYP.) <br />TOP OFS, <br />"'�7SEE <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ EQ EE SCHEDULE <br />FSEE <br />FOR WxD, BAR SIZE <br />z <br />SLAB SCHEDULE <br />t 1/Z DIA. SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />.9��F SLAB <br />MINIMUM EMBEDMENT INTO <br />_-�INTERIOR <br />' 'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CUR <br />CENTERED UNDER WALL AND <br />19'O.C. VERTICALLY MAX <br />POURED MONOUTHICALLY WITH <br />FOUNDATION AND SLAB <br />EE SCHEDULE <br />SEE SCHEDULE <br />WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />VARIES <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COM�INED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />f3' -t <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=T-0' <br />L v <br />SCALE: 3/4"=T-9' <br />me <br />f <br />SHOWER RECESS FOOTER <br />SCALE: V=V-0" .00; <br />6 <br />WDftolgn <br />'m <br />Groulr= <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />�.mbdwlgngroup.com <br />AA #:0003325 <br />DRAFTING BY.. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />[5439 BEAUMONT CENTER JBLVD. <br />L <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-SM26213 <br />FAX:8134916­2802 <br />OUB3013M. Ake Lol� <br />SILVERADO <br />LOT #7 <br />1 <br />BLK #10 <br />Pitoizc <br />03719.006-07102 <br />MODEU <br />2368-B <br />GAPLAGIC B'VrJNG: <br />LEFT <br />]PAGIM <br />DETAILS <br />50, MPH W. <br />