Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z� <br />� <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />p <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />< ��L <br />r <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />v <br />v_ <br />m <br />G <br />I U <br />W <br />1v" _ T'-. •. .. <br />GARAGE DOOR <br />w <br />Fs <br />KD_..r <br />FM " <br />W <br />g� <br />RECESS <br />K'm Z <br />6" CMU WALL <br />O rn <br />B" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />I ° <br />w w <br />g" <br />0 tO <br />o <br />M <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />+- 0'-0" <br />TOP OF SLAB <br />TOP OF SLAB <br />B WAY AT ALL CHANGES IN DIRECTIONS <br />I ... �j "1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />[n <br />.... <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />I, <br />CURB FOR <br />• <br />ea • <br />EXT. PORCH SLAB <br />Wl1/2" ISOLATION � <br />BEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY)- <br />#3 18" <br />EXT. PORCH SLAB <br />- VARI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER STORY) <br />° <br />` E <br />_lu CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />0" AT ELEV: <br />.,• <br />JOINT (WHERE a a <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1Y2' IS <br />(1 <br />6" CHAMFER (2-STORY) <br />Lh .. <br />O,p <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE. <br />EE SCHEDULE <br />i <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z - <br />e <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />DIFFERENT NUMBER OF <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />CONTINUOUS BARS PROVIDE THE LEAST <br />42„ <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />@ GARAGE SCALE:34"=1'-0" <br />q CORNER BARS DETAIL <br />�4� DOOR OPENING <br />J SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <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 />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />p CL 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 />NEW REINF. BAR <br />0 SECURED W/ 2- PART <br />0_ <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE SECURE WEBT+DGE <br />WEDGEANCHORW/2" <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />Q 8", UNO <br />PLATE <br />EPDXY S1/2" EMBED. MIN. 16" OC <br />SLAB Wl10d MASONRY <br />WIFLANGE ®BASE <br />Q G] FOLLOW ALL MANF. <br />N R SPECIFICATIONS FOR <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />USE AND <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />4 <br />H PREPARATION OF <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />HOLE. <br />W UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />LAB W/(4) l l4" X 2 1/4" <br />p 0 --{ <br />Q <br />TAPCONS <br />VS <br />QQ- <br />+- pI • <br />.- 0'-0" <br />OF SLAB �� ... _ ; <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />• <br />° <br />6" CHAMFER (2-STORY) <br />a �— <br />- •�` _e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />.{, CURB FOUNDATION WOOD WALL <br />1INTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />6 <br />3l4"=1'-0" <br />" <br />DINTERIOR <br />\ / SCALE: 3l4"=1'-p" (W/ UPLIFT) <br />SCALE:3l4"=1'-0" <br />BCALE: <br />50AL��4=1" (NO 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 Wl SYP No 2 STUDS SEE <br />< a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a a <br />JV CONNECTORS NOT <br />cn <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />° <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I` <br />Z <br />SEE SLAB SCHEDULE <br />e� <br />TOP OF SLAB <br />. n • <br />"ISOLATED'. COLUMN PAD <br />' <br />e ' CENTERED UNDER WALL AND <br />•°•� •� • <br />POURED MONOLITHICALLY WITH <br />• <br />• <br />�— —s- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />„ <br />S=FOOTI[NNG <br />BDALE: <br />3/4"=V-a' (NO UPLIFT) <br />SCALE: 3/4"=T-0" <br />144i N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdealgngroup.com <br />L AA 0: 0003325 <br />i <br />H <br />C <br />4 <br />sUDDIV. & X.01il <br />ABBOTT PARK <br />LOT #43 <br />BLK #9 <br />PROn=T# <br />41 1. 0 — 3091 <br />MODEla <br />"1499—FREEPORT" <br />GARAOm swiMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />pRnqT <br />DATE. 12/06/19 <br />scALR: 1/4"=1'-0" <br />S1.1A <br />sIiRET <br />