Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.ar <br />S <br />STEEL REINFORCING W GROUTED <br />Z STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />.-• <br />i •-. <br />SPACING REQUIREMENTS <br /><< <br />S SPACING REQUIREMENTS <br />v <br />'r.(..L•,,�..'r� <br />1 <br />GARAGE DOOR <br />u <br />�a <br />le. <br />FM <br />]� <br />RECESS <br />b � <br />8' CMU WALL <br />B" CMU WALL <br />fI • CORNER BARE, SAME SIZE AS LARGER BAR <br />I • IN FOUNDATION WITH 30" LEG EACH <br />I" <br />w <br />e. <br />6 i <br />.- 0 ' <br />T • <br />WAY AT ALL CHANGES IN DIRECTIONS <br />•PI <br />w <br />TOP OF SLAB <br />TOP OF SLAB <br />I . SO THAT THE STEEL REINF. IS CONTINUOUS <br />• • <br />�I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I. <br />CURB FOR <br />•••� <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />a" CHAMFER (1STORV) <br />93 18' <br />_ V <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT.PORCH SLAB <br />i <br />. { •. 'ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�:p AT ELEV'. <br />W/12"ISOIATION <br />6" CHAMFER (2-STORY) <br />4"CHAMFER 1STORY <br />W/ 1/7' 'ISOLATION I ( ) <br />8" CHAMFER(2STORY)• <br />0'-0' <br />JOINT (NMERE •'A <br />APPLICABLE) <br />•4 24" <br />SEE SCHEDULE •5 3P <br />l• <br />JOINT(WHERE -. • i <br />a SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#6 36, <br />APPLICABLE) _ <br />FOR W,D, BAR SIZE <br />f <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />h <br />AND BAR QUANTITY <br />AND BAR QUANRIY <br />rr <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />•7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 sCALE:yb'=1'_0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE'a4=1'-a <br />GARAGE <br />3 <br />4 <br />SCALE: 3/C=1'-O' <br />SCALE: 3/4"=1'-0" <br />(1) •5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />Co. <br />B" CMU <br />LAP TOP PLATE A MIN. OF 48' <br />IL <br />L W/ <br />g <br />04 REBAR 024" O.C. @ CENTER OF <br />NAILS, 21 ROWS, 4" O'C BTTM VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL Wtl PLAN <br />21 <br />D <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />• O �.� <br />I <br />I <br />WALL W/ SYP <br />I� <br />22 CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SECURED W/2-PART <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Vp <br />SPACING. SINGLE STM. PLATE SECURE <br />W/FLANGE BASE <br />I EPDXY. MIN. EMBED <br />VJEDGEAETOSLAB <br />TO BE PT. PROVIDE DBL. TOP <br />n <br />SET IN HIGH STRENGTH <br />PLATE <br />- •:_A 11 <br />S <br />EPDXY 5-1/2" EMBED MIN 16'OC <br />4 <br />b <br />FWASHER <br />LO <br />FOLLOW ALL MANE. <br />SIMPSON SPH4 OR SPHB MAX <br />h <br />I• <br />4- CONIC., REINF. W/ <br />SPECIFICATIONS FqR <br />$ I <br />BTM AND <br />n <br />'_ NIS" #10 WWM ON <br />USE AND <br />ANCHORS WP10dx l 12" <br />-MIL POLY ETHYLENE <br />LE <br />SECURE FLANGE TO <br />g PREPARATION OF <br />=J 4 4" <br />COMMON NAILS FILL ALL <br />w <br />VAPOR BARRIER <br />SLAB W/ 4 1/4" X 2 1/4" <br />() <br />HOLE. <br />MOLES, DO NOT USE 10d x <br />_ <br />• �� 1'd WELL -COMPACTED <br />-•- <br />TAPCONS <br />a <br />x SEE SLAB SCHEDULE <br />'� <br />CLEAN FILL TERMITE <br />< <br />TREATMENT SHALL BE <br />m• <br />° S BORA-CARE <br />oa <br />1 <br />P' <br />TOP <br />OF SLAB <br />• <br />(2) CONT. 94 REBAR <br />4" CHAMFER (1STORY) <br />• <br />8" CHAMFER (25TORY)(2) <br />•5 RESAR CN CHAIRS12"MIN. <br />=A.. <br />2,000 PSF VIRGIN SOILOR95% <br />DEPTH INTO <br />COMPACTED SOL <br />VIRGIN OR ENGINEERED SOIL <br />ZESLAB <br />HEIGHT LESS THAN 3'$ <br />PER PIAH <br />ADDING BAR TO <br />7 Y <br />EXTERIOR MONO DEEP <br />SCALE 34"=1'-0 <br />MONOLITHIC FOUNDATION <br />,INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCP'LE.y4-'-� <br />UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1'-P <br />Q <br />1' <br />(W/ <br />SCALE: Y4"=1'-P <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON]! <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' QC BTM. <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O'C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL VW PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />>! <br /><< <br />E <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL <br />Q <br />SLAB W/10o MASONRY <br />12" O/C STAGGERED. <br />O <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />p n <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN O <br />UPLIFT IS PRESENT. <br />z <br />'-ry <br />; POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />'gip �. 8" CMU FILLED CELL(7YP.) <br />TOP <br />OF SLAB <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />I•. <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5' <br />- -0' <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLOB.; <br />[SEE <br />TOP OF SLAB - e• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />"e <br />b• <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />4 �_ <br />•e,- • <br />POURED MONOLITHICALLY WITH <br />• •_e. <br />-� <br />e' <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4• <br />S <br />SEE SCHEDULE <br />FOR W,D, BAR SIZE <br />FOR W,D. BAR SIZE <br />AND BAR QUANTITY <br />AND BAR Q UANTT' <br />EQ. EQ. b <br />FOR MD, B <br />D, MBAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QLMxrrn <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />9 <br />10 <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />scAE y<'=1'_a (NO UPLIFT) <br />scALE'3°""`" <br />11 SCALE:34'=1'-O' <br />scALE ab'=r-o' (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />ww W.mbdm up.com <br />L AA N: 0003325 <br />`4 <br />S <br />xIL <br />A <br />m <br />��p$• <br />'Qgg <br />O <br />� <br />i <br />evaDiv. as La <br />ABBOTT PARK <br />LOT #7 BLK #14 <br />PHASE:4C <br />rn0j CT* <br />4181. 4C-07 41 <br />1[ODSI t <br />4EBB <br />"1828—CAlf <br />GARA02 swam: <br />RIGHT <br />PAOM <br />DETAILS <br />160 MPH EXP. C <br />