Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d_ IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.• <br />Q0 <br />SPACING REQUIREMENTS <br />LLI{ <br />— ' s <br />GARAGE DOOR <br />Lu <br />U <br />W <br />RECESS <br />m J <br />�a <br />< <br />I. <br />e!{� o�'' <br />'''r FM <br />f <br />g� <br />/a/1 2C <br />8" CMU WALL <br />O <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS BAR <br />I <br />W Lu <br />6" <br />O 62 <br />"° <br />Z_ <br />+- D'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />d '. J <br />= <br />Yif <br />o <br />+- 0'-0• <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />cn TOP OF SLAB <br />I .."I SO THAT THE STEEL REINF, IS CONTINUOUS <br />[y,.�- .�---y <br />°- <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />°I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I•L°1 <br />'- v. �" CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE=p. <br />CURB FOR <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />• 0 <br />JOINT -4 <br />JOINT <br />(1STORY) <br />6" CHAMFER (2-STORY) 18" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />4" CHAMFER (1 -STORY) <br />Il ` 6" CHAMFER (2-STORY) <br />•.• <br />(WHERE <br />(WHERE - • • <br />0 <br />APPLICABLE) Z <br />#1 24" <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />•TQ <br />Z 0 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE 38„ <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />E� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO <br />#6 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />(D@ GARAGE SCALE: 3/4"="0 <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-D' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />a IL <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />Oa, g SECURED W/ 2- PART <br />PROVIDE OBL, TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />Ll ] EPDXY. MIN. EMBED <br />SLAB WI10d MASONRY <br />GALVANIZED PIPE <br />d V' ONO <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />O FOLLOW ALL MANF. <br />C SPECIFICATIONS FOR <br />CONNECTORS NOT <br />USE AND <br />I <br />REQUIRED WHEN NO <br />9 <br />m <br />H PREPARATION OF <br />" <br />n <br />UPLIFT IS PRESENT. <br />t HOLE. <br />Z <br />C <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1l4" <br />p 0 <br />+- 0'-0' <br />TAPCONS <br />QQ• <br />TOP OF SLAB <br />4" CHAMFER (1 STORY) <br />6" CHAMFER (2STORY) <br />A. <br />=AND <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />O SCALE: 3l4'=1'•0" <br />5 <br />6 <br />SCALE:3l4"=1'-0" <br />(NO UPLIFT) <br />SCALE:3/4•=,-0• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ ISd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />C <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />C /n <br />- Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />oa <br />8" CMU FILLED CELL (TYP,)TOP <br />0'-0" <br />OF SLAB <br />o TOP OF SLAB <br />+-0-0.12"DIA. <br />TOP OF SLAB4 <br />SEE SLAB SCHEDULE <br />• <br />2X WALL FRAMING <br />SIMPSON STB2 BOLTS 5" <br />EMBEDMENT INTO <br />WGROUTED <br />EXT. PORCH SLAB <br />• SEE SLAB SCHEDULE <br />4"CHAMFER (1-STORV) <br />WMINIMUM a <br />CELL, 4" FROM ENDS AND <br />12" ISOLATION <br />8" CHAMFER <br />U <br />n <br />• <br />16" O.C. VERTICALLY MAX <br />JOINT <br />JOINT (WHERE <br />(2-STORY) <br />• <br />` <br />° <br />y <br />APPLICABLE) <br />2 MATCH STEEL <br />a <br />M#71 <br />SEE SCHEDULE <br />6" PVC CHASE <br />2 REINFORCEMENT <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD,BAR SIZE <br />AND BAR QUANTITYPVC <br />CHASE <br />PER SCHEDULE <br />DL�� 314"=,'-v (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />12 <br />SCALE: 3/4"=,'-0" <br />SCALE: 3/4"=V-0" <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroupeom <br />AA #: 0003326 <br />TF <br />Y <br />.>Jy <br />S <br />Its <br />b <br />C <br />9 <br />OVODIV. ae LOT <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJZOCT# <br />04128.002 19181 <br />MODZ0I2 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />