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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />(L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />..� '•• " <br />o a <br />SPACING REQUIREMENTS <br />L <br />N <br />1.: fitr <br />v <br />a <br />¢ <br />FM <br />a <br />0: cn - z <br />8" CMU WALL <br />0co <br />O <br />8"CMU WALL <br />.. I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />O m <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />+- 0'-0" <br />It TOP OF SLAB <br />`- a-0' <br />TOP OF SLAB <br />a WAY AT ALL CHANGES 1N DIRECTIONS <br />' SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I STORY) <br />• <br />EXT. PORCH BLAB <br />- IARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />. I <br />o I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2" ISOLATION <br />JOINT (WHERE � �. � <br />6" CHAMFER (2-STORY) 18" <br />#4 24" <br />W/ 1/2" ISOLATION <br />I 4" CHAMFER (I-STORY) <br />1 . 8" CHAMFER (2-STORY) <br />"` <br />.. <br />APPLICABLE) z <br />SEE SCHEDULE '�` 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />sss"'----" a <br />• ♦ EE SCHEDULE <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE „ <br />. <br />g <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />fv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO <br />#T 4 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE: 3/4"=V-0" <br />2 <br />� GARAGE scALE: 3/a'•=1•-0" <br />CORNER BARS DETAIL <br />3 SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />RECESS <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />Iy, <br />g j <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />tow B+ <br />w= <br />Lu <br />2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />h <br />w <br />WALL W/ SYP <br />w <br />O h I <br />y <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />CURB FOR <br />MASONRY <br />NEW REINF. BAR <br />O IL SECURED W/ 2- PART <br />1/2"x8" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH <br />UNITS SET <br />2"CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC <br />Zip, AT ELEV: <br />GALVANIZED PIPE <br />� � "8, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-0" <br />W/FLANGE Q BASE <br />¢� O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N SPECIFICATIONS FOR <br />ANCHORS WI tOd x 1 112" <br />_ USE AND <br />I <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />CD HOLE, <br />HOLES, DO NOT USE 10d W <br />�� <br />x T, SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />< <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4" X 21/4" <br />o O <br />+- 0'-0" <br />TAPCONS <br />"' <br />TOP OF SLAB _.;.•.:.:. - <br />,1 DOOR OPENING <br />•. <br />4" CHAMFER (1-STORY) <br />• ° < . —� <br />8" CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48" <br />FOR WxD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />200R 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP NO2STUDSSEE <br />SCALE:34"=1'0 <br />(W/UPLIFT) <br />5 <br />c <br />V <br />PLANS FOR SPACING SINGLE <br />SCALE:34"=,'-0" <br />SCALE:34"=1'-0 <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB'MASONRY <br />NAIL I O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />to UPLIFT IS PRESENT, <br />LAP TOP PLATE A MIN. OF 48" ��. <br />w <br />AND NAIL W/ 16d COMMON <br />SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- 0'- ' <br />SPACING REQUIREMENTS <br />TOP OF SLAB - <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />G <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. 70P PLATE <br />SECURE ST. PLATE TO <br />SLAB WhOd MASONRY NAIL <br />G (L <br />, <br />4 - - <br />16" O/C STAGGERED. <br />m W <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />0. <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN <br />0 N <br />8"CMU WALL <br />WxD, BAR SIZE <br />UPLIFT IPRESENT.T.FOR <br />i, Z <br />• ", POURED LINTEL CONT. (IYP.) <br />AND BAR QUANTITY <br />8"CMUFILLEDCELL(TYP.) <br />��e'' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />(/�-.-+�--�� <br />�I' <br />+- p'-0" <br />TOP OF BLAB <br />-'a • <br />Z <br />? <br />- •- SEE SLAB SCHEDULE <br />o <br />1/2" DIA. 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 />•rAND <br />16" O.C. VERTICALLY MAX <br />-�-'POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />,terEDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />UANTITY <br />e' VARIES 8' <br />INTERIOR FOUNDATION <br />WOOD <br />OPL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 9' <br />9 SCALE: 3/4"=1'-0" <br />FT)L <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 314"=1'-0" <br />'t S <br />11 SCALE: 3t4'=V-0" <br />t+Iwwwr. ��I� <br />L <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1"=1'-W <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7744f078 <br />FAX 407-7744078 <br />www.abd"gngroup.com <br />AA IF: 0003325 <br />DRAFTING BY: <br />LTAMPA, <br />B. DESIGN GROUP <br />DRAFTING INC. <br />BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />FLOFUDA 33634 <br />PH: 813-886-2628 <br />FAX: 813888.2802 <br />aUNDM & LOT <br />SILVERADO <br />LOT #7 <br />BLK #14 <br />PROJECT# <br />03719,000-07141 <br />mo� 95-B <br />GARAGM aMNO: <br />LEFT <br />PADS: <br />DETAILS <br />150 JIPH EM B <br />