Laserfiche WebLink
30" <br />MIN. EACH WAV <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r[— <br />�" — <br />CELL SEE PLAN FOR SIZE AND <br />S a <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />, r <br />Io- <br />Q }a} SPACING REQUIREMENTS <br />2 C <br />T <br />m W <br />SPACING <br />1 '-r{�—�e-- ° <br />GARAGE DOOR <br />m W <br />U <br />w <br />I o I <br />—Fra <br />W RECESS <br />¢m <br />< <br />° <br />g� <br />tap 8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />I <br />W w <br />8' <br />O <br />o <br />° °I IN FOUNDATION WITH 30" LEG EACH <br />WWp = <br />to N <br />+- 0'-0" <br />TOP OF SLAB <br />TOP OF SLAB <br />,,� WAY AT ALL CHANGES IN DIRECTIONS <br />I r "( SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />•VARIES <br />MATCH AMOUNT OF CONTINUOUS BARS <br />g <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCHSLAB CHAMFER (1STORV) <br />W/ 1/2" ISOLATION"CHAMFER12STORY) #3 18" <br />7�SEE <br />EXT. PORCH SLAB <br />SEE SLAB 3CHEDULETOP OF GARAGE <br />4" CHAMFER (1 STOR1) <br />' .LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />T <br />b• <br />UNTS SET <br />AT ELEV: <br />- • #4 24" <br />W/1/2"ISOLATION <br />°` 6' CHAMFER(2STORY) <br />XWHEN <br />0'JOINT(WHERE <br />APPLICABLE) Z SCHEDULE #5 30" <br />JOINT (WHERE <br />• " • EE SCHEDULE <br />g FOR WXD, BAR SIZE <br />APPLICABLE) Z <br />° <br />FOR WxD, BAR SIZE <br />ANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />DIFFERENT <br />38" <br />AND BAR QUANTITY <br />#7 42" <br />AND BAR QUANTITY <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (le. 2 T03, PROVIDE 2 BARS), UNO <br />r,_'�EXTERIOR MONO -FOOTING <br />_'�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE: 3/4".l'-W <br />7 CORNER BARS DETAIL <br />,, DOOR OPENING <br />V SCALE: 3l4".1'4' <br />`t <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W! i6d COMMON <br />AND NAIL W/ ISd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2z6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />W <br />o a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W! <br />PLANS FOR SPACING. SINGLE <br />j y NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE i/Z"xe" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O 0. SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DEL. TOP PLATE <br />SECURE ST. PLATE TO <br />I. g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. (� 16" OC <br />SLAB W110d MASONRY <br />UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />Q ❑ FOLLOW All MANF, <br />AND TOP PLATE ANCHORS W/ <br />y cc SPECIFICATIONS FOR <br />,Od z 1 1/2" COMMON NAILS <br />3 7/2" DIAMETER CONC. <br />FILLED STEEL PIPE <br />a. 6x6 METAL PLATE <br />¢ USE AND <br />= 1L <br />PREPARATION OF <br />$�, HOLE. <br />R <br />FILL ALL HOLES, DO NOT USE <br />10d z 3" w <br />2 SEE SLAB SCHEDULE <br />Q <br />w <br />w <br />•: <br />SEE SLAB SCHEDULE <br />BASE W/ I17W" <br />ANCHOR BOLTS <br />+- 0'-0" <br />TOP OF SLAB <br />+_ 0• <br />TOP OF SLAB <br />�QQ� <br />C <br />4" CHAMFER (1STORY) <br />° <br />;o6" <br />CHAMFER (2STORY) <br />jEQ.EO. <br />SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />SCALE: 3/4".i'-0 <br />SCALE: 3/4".,'-0" <br />UPLIFT) <br />(NO <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST, PLATE TO <br />SLAB W/10d MASONRY NAIL <br />CL <br />PROVIDE DBL. TOP PLATE <br />16' O!C STAGGERED. <br />¢ W <br />c <br />O <br />8" CMU WALL <br />c Z <br />POURED LINTEL CONT. (TYP.) <br />m g <br />' 0'A' <br />�' 8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />- TOP OF SLAB <br />��: <br />2X WALL FRAMING <br />+- 0'-0" <br />SEESLABSCHEDULE <br />1/2" DIA. USP 725WD BOLTS 5" <br />TOP OF SLAB a' <br />MINIMUM EMBEDMENT INTO <br />.,POURED <br />"ISOLATED"COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />LLF7 <br />16" O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />I SEE SCHEDULE <br />EDULE <br />V POR WxD, BAR SIZE <br />,BARSIZE <br />����"551°I AND BAR QUANTITY <br />AND BAR QUANTITY <br />��INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT ) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4".V-T <br />11 SCALE: 3/4".V-0" <br />144i N, RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />L AA a: 0003325 <br />b <br />V <br />b <br />O <br />a <br />SU33DIV. at LOT: <br />SILVERADO <br />LOT #1 <br />BLK. #11 <br />PROJECT* <br />04128.001-01111 <br />UODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D � 8/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />St. IA <br />