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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.v <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />� ••� <br />p <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 � .. <br />s <br />m <br />Iv °° <br />/�'k <br />GARAGE DOOR <br />RECESS <br />Q w <br />UGGG <br />w <br />—�r� <br />I o. <br />aySO <br />vU <br />bra{�1 <br />4 <br />j� FM— <br />0= w <br />8" CMU WALL <br />Oo <br />8" CMU WALL <br />.. I .. f CORNER BARS, SAME SIZE AS BAR <br />B' <br />O io — <br />� <br />Z <br />— <br />FOUNDATION WITH 30"LEG EACH <br />� <br />Lll = <br />to U <br />+_ 0- <br />+- 0'-0' <br />W DIRECTIONS <br />� O WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE' <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (,STORY)° <br />1B' <br />EXT. PORCH SLAB <br />VARIES <br />SEE SLAB SCHEDULE= TOP OF GARAGE <br />Ilg_ <br />I°I �, ILL <br />v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=0, AT ELEV: <br />JWl OINT ISOLATION -._ � <br />JOINT (WHERE a <br />8" CHAMFER (2-STORY) <br />#4 24" <br />W/ 12" ISOLATION <br />4" CHAMFER (1STORY) <br />, 6" CHAMFER (2-STORY) <br />° <br />APPLICABLE) Z � <br />SEE SCHEDULE � �„ <br />JOINT <br />•'T�� <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />38" <br />APPLICABLE) <br />Z <br />a <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 BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCAlE:34"=i'-0" <br />3CALE:34"=''�' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />0LAP <br />4 <br />SCALE: 3l4'=1'-0" <br />SCALE: 3/4"=1'-0" <br />TOP PLATE A MIN. OF 48" ----.� <br />LAP TOP PLATE A MIN. OF 48" <br />I <br />AND NAIL COMMON <br />AND NAIL W/ COMMON <br />ROWS, 4" OM BTM. VERIFY HEIGHT <br />NAILS, ROWS, <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />S, <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />11 <br />w <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />N NEW REINF, BAR <br />No 2 STUDS SEE PLANS FOR <br />BE 8T. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k0" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />o_ EPDXY. MIN. EMBED <br />TO BE P7. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. 7OP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY 5-12"EMBED. MIN. 16" OC <br />SLAB W110d MASONRY <br />o <br />9 <br />Q 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 16" O/C STAGGERED. <br />= K SPECIFICATIONS FOR <br />to ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= CS USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4" <br />F- PREPARATION OF <br />0 HOLE. <br />COMMON NAILS FILL ALL O <br />REQUIRED WHEN NO <br />(n UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE ,Od w <br />Lu <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />+ 0 <br />+00 <br />•�¢ <br />TOP Of � <br />SLAB �.: <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />..As <br />EQ. EQ. WE SCHEDULE <br />EQ. EQ. SCHEDULE <br />FOR WxD, BAR SIZE <br />_--SEE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />3QALE:34=''-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />� <br />3°ALE:3/4"='`°" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />SCALE:3/4"=,'-°" (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 '� <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />0 T <br />C <br />PROVIDE DBL. TOP PLATE <br />SLAB W/,Od MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />0 <br />a. <br />CONNECTORS NOT <br />0 <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />; <br />',,'p•. 8"CMU FILLED CELL (TYP.) <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I• <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a• <br />I "ISOLATED" COLUMN PAp <br />GROUTED CELL, 4" FROM ENDS AND <br />in <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />- <br />POURED MONOLITHICALLY WITH <br />TI <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />� <br />- AND BAR QUANTITY <br />� <br />n' <br />N <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />�� <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`� SCALE: 3l4"=1'-0" (NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngroup.com <br />AA #: OD03325 <br />U <br />TOM <br />sXMDM 4k LOT. <br />ABBOTT PARK <br />LOT #9 <br />BLK #8 <br />PROJZCT <br />04181.000 09081 <br />MODSTA <br />4EBB <br />"1828-CALM' <br />GARAGE MWIN0: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />