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30" <br />MIN. EACH WAY <br />rM <br />HIC FOOTING <br />}t <br />g <br />REINFORCING INGROUTED <br />STEEL REINFORCING IN GROUTED <br />v sSTEEL <br />tFM <br />CELLSEE PLAN FOR SIZE ANO <br />Q <br />0..(L 0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS�� <br />SPACING REQUIREMENTS <br />r <br />GARAGE DOOR <br />WRECESS <br />n <br />� <br />g 7 <br />a <br />U - Z <br />6' CMU WALL <br />O U <br />6' CMU WALL <br />-.. CORNER BARS, SAME SIZE AS BAR <br />� • <br />W Lu g' <br />O io � <br />� <br />� Z <br />.-0'-0" <br />;'� IN FOUNDATION WITH 3a' LEG EACH <br />Iy U= <br />UN <br />-014 <br />TOP OF SLAB <br />�_d WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EICT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DfA. <br />4" CHAMFER (1STORY) <br />._VARIESLLMASONRY <br />• <br />EXT. PORCH SLABMFER <br />SEE SLAB SCHEDULE70P CF GARAGE <br />[TANDBARQUANTITY <br />CONTINIIDUS STEEL MONOLITHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />SET <br />'- �" AT ELEV: <br />'0• AT <br />W/ 12"ISOLATION <br />(WHERE A <br />#3 16' <br />6' CHAMFER (2STORV)JOINT Mtq pq <br />W/ 1/Z' ISOLATION <br />(1STORY) <br />MFER (2STORV) <br />APPLCABLE) i <br />SEE SCHEDULE <br />JOINT (WHEREEDULE3a� <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE„ <br />APPLICABLE) <br />ZWHEN <br />BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />UANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE 314"=''-(Y <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE.3/4 111 <br />@ GARAGE <br />8 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/44'=1'-lY' <br />LAP TOP PLATE A MIN, OF 46' �y <br />LAP TOP PLATE A MIN. OF 4&' <br />AND NAIL W/ 16d COMMON <br />AND NAIL Wl 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />w a <br />I <br />2c4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALLW/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />7' CAPPED <br />g 4) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING- SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGEANCHORW/2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE @ BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL 70P <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 6', UNO <br />PLATE <br />EPDXY S12" EMBED. MIN. 16' OC <br />SLAB W/10d MASONRY <br />7� <br />O FOLLOW ALL MANE. <br />SIMPSON SPF14 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />= K Sp ECIFICATIONS FOR <br />U <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />Q I <br />a0 USE AND <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />= <br />H PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2" <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 21/4" <br />L% HOLE, <br />COMMON NAILS FILL ALL U <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />W <br />IL <br />x 3" Ir SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />[SEE <br />a.a' <br />q <br />TOP of SLAB <br />f <br />oP of SLAB4"CHAMFER <br />(I -STORY)- <br />� . <br />6" CHAMFER (2-STORY)•: <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WILD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:34"=1'-0 <br />SCALE:3/4"=l'-a' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />1] <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W". MASONRY NAIL <br />W <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN <br />U <br />8" CMU WALL <br />T. <br />UPLIFT IS PRESENT. <br />Z <br />•- 0'-0" <br />URED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />la- <br />1PO <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/Z' DIA. SIMPSON ST82 BOLTS 6" <br />Z <br />Z <br />— <br />� ♦ <br />MINIMUM EMBEDMENT INTO <br />7pp OF gLgg <br />.°• <br />g <br />= <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEESCHEDULE <br />SEE SCHEDULE <br />T /FOR VVxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 3/4"=l'-a' <br />10 <br />SCALE: 314'-V-47" <br />11 SCALE: 3/4"=V-0' <br />(NO UPLIFT) <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwsbdesigngroup.corn <br />L AA M. 0003325 <br />a <br />1 <br />h <br />W <br />Z <br />Q <br />Q <br />Q <br />A <br />sual)m as rol <br />SILVERADO <br />LOT 21 <br />BLK 18 <br />PROJECT/ <br />04128.002 21181 <br />MODEL. <br />4EAB <br />"1672-ARIA" <br />GARAGE 8lrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />