Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />{� — <br />CELL SEE PLAN FOR SIZE AND <br />< 0. <br />CELL SEE PLAN FOR SIZE AND <br />I.� v <br />•.'v <br />d <br />0 <br />SPACING REQUIREMENTS <br />T <br />¢ C <br />SPACING REQUIREMENTS <br />_ <br />jI <br />Q w <br />m V <br />W <br />lvs- <br />GARAGE DOOR <br />RECESS <br />cc iL <br />¢O y Z <br />8' CMU WALL <br />O <br />8" CMU WALL <br />AS BAR <br />I ' ° f SIZEEG <br />W B" <br />W <br />Z <br />r-0'-0' <br />ICORNERN FOUNDATION WIME <br />LARGER <br />sl -6WAY <br />0) ppx <br />m <br />+-0'-0' <br />TOP OF SLAB <br />AT ALL CHANGES IN DIRECTIONS <br />I ... r.1SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • I� <br />CURB FOR <br />• <br />EXT. PORCH SLAB ° <br />a. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORV) <br />#3 18' <br />• <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />'- o. (s ..I CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Z:p. AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE < • •' <br />6- CHAMFER (2-STORY) <br />#4 24' <br />W/ U2• ISOLATION <br />4' CHAMFER (I -STORY) <br />8' CHAMFER (2-STORY) <br />0'-0' <br />APPLICABLE) z <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />•- • EE SCHEDULE <br />WHEN TRANSITIONS ARE MATE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />a <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY '• <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BTALE: 3/4•=,'-°' <br />2 <br />SCALE: 3/4'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 3'4'=1'-0' <br />SCALE: 3/4'=1'-0• <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ led COMMON <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT <br />VERIFY <br />NAILS, 2-ROWS, 4' 0/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />ul <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARNG PROVIDEBLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />> N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. 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 />CHOR <br />1/ASH WEDGRSET <br />BTM. PLATE TO BE PT. <br />W/FLANGE ®BASE <br />¢ <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />IN HIGH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />G W. LINO <br />PLATE EPDXY 6-1/2' EMBED. MIN. 018' OC <br />SLAB W/10tl MASONRY <br />p <br />G O FOLLOW ALL MANF. <br />SIMPSON SPH4 SPHB MAX. <br />NAIL 16- O/C STAGGERED. <br />co <br />x ¢ SPECIFICATIONS FOR <br />N ¢ <br />BTM AND TOP PLATE <br />LA <br />ADDITIONAL METAL <br />= ID USE AND <br />I <br />ANCHORS WI 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 />(7 HOLE. <br />COMMON NAILS FILL ALL N <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />r <br />w ¢ <br />HOLES, DO NOT USE 10d W <br />w <br />x 3' ¢ SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />a <br />¢ <br />-0' <br />,QQQ <br />.TOP OF SLAB=AND <br />TOP OF SLABCHAMFER <br />(1-STORY)6' <br />CHAMFER (2-STORY)ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WXD, BAR SIZE <br />ADDING BAR TONTITY <br />AND BAR QUANTITY <br />BQALE: 3/4•=''-°• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4'=1'-0' (yy/ UPLIFT) <br />8 SCALE: 3/4'=1'-0' (NO UPLIFT) <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48• <br />AND NAIL W/ 16d COMMON <br />Ar 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 />g <br />WALL W/ SYP No 2 STUDS SEE <br />¢ asy <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />(- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ ... <br />6 W <br />m <br />18' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />4 d <br />CONNECTORS NOT <br />REQUIRED WHEN <br />¢O to <br />8' CMU WALL <br />UPLIFT IS PRESENTT.. <br />b Z <br />.0- <br />POURED LINTEL CONT. (TYP.) <br />�: <br />8- CMU FILLED CELL (TYP.) <br />- - TOP OF SLAB <br />��•': <br />SEE SLAB SCHEDULE <br />• <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 6• <br />+-0'-0' <br />Z <br />Z <br />- <br />s <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. e• <br />g <br />__ <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />a ' CENTERED UNDER WALL AND <br />16. O.C. VERTICALLY MAX <br /><_ <br />m�-a <br />POURED MONOLITHICALLY WITH <br />° • <br />• <br />-^- - r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.:7' <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />BDALE:34'="°" (NO UPLIFT) <br />"' SCALE: 3/4'=1'-0' <br />1 I SCALE: 3(4'=1'-0' <br />1441 Ni RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-77448078 <br />FAX: 407.774,4078 <br />www.abdo.igngroup.com <br />AA #: 0003326 <br />fat$ <br />• <br />Q <br />O <br />1aUSD3[V. a• XJOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJECT <br />04181.00 -19151 <br />MODELc <br />4EAB <br />"1672-ARIA" <br />0ARAOE STIPMO: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DawT <br />A1'E.• 08/31, <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S1.1A <br />