Laserfiche WebLink
30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />� 9 <br />2 <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v <br />T <br />CELL SEE PLAN FOR SIZE AND <br />$ a <br />o} <br />CELL SEE PLAN FOR SIZE AND <br />c_ <br />p0- <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS' <br />°- <br />GARAGE DOOR <br />W <br />RECESS <br />Q <br />-FM <br />wO y i <br />8"CMU WALL <br />O N <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />w w <br />8' <br />IN FOUNDATION WITH 30" LEG EACH <br />W = <br />}, <br />+ <br />WAY AT ALL CHANGES IN DIRECTIONS <br />co tU/� <br />c3 <br />TOP OF SLAB� <br />LAB <br />TOP OF SLAB <br />(... SO THAT THE STEEL REINF. IS CONTINUOUS <br />� <br />� � <br />� � - <br />�� MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLABCHAMFER <br />SEE SLAB SCHEDULE.. <br />SIZE 48 BAR DIA. <br />(1STORY) <br />VARIE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />g <br />"v. CONTINUOUS STEEL MONOLITHIC <br />.BAR <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p. AT ELEV: <br />W/1/2"ISOLATION <br />(WHERE <br />q <br />CHAMFER (2STORY) 18" <br />g4 24'. <br />EXT. PORCH SLAB4"CHAMFER(1STORY)JOINT <br />W/1/2" ISOLATION <br />L8" CHAMFER (2-STORY) <br />Z <br />SCHEDULE ,R 31, <br />JOINT (WHERE.- <br />APPLICABLE) <br />Z <br />••APPLICABLE) <br />nEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Cl.. 2 TO 3, PROVIDE 2 BARS), UNO <br />.1 42 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />GARAGE SCALE:&4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=V-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" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />I <br />2x4 OR 2x8 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 />2" CAPPED <br />j y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />12'k9' WEDGE ANCHOR Wf 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE Q BASE <br />0- g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />p <br />Q 8", UNO <br />O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-12' EMBED. MIN. @ 16" OC <br />MAX. <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />K SPECIFICATIONS FOR <br />V) ¢ <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE ANDLs <br />= I <br />ANCHORS W/ 10d x 1 12" <br />CONNECTORS NOT <br />ECURE FLANGE TO <br />I-- m PREPARATION OF <br />v <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4•' X 21/4" <br />TAPCONS <br />Z HOLE. <br />W <br />rn <br />HOLES, DO NOT USE 10d W <br />U UPLIFT IS PRESENT. <br />W <br />x3' SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />•�: .. <br />A <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />a <br />-a <br />� s ° <br />EQ. EO. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BQALE: 314•='-0• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4"=V-0" (W/ UPLIFT) <br />SCALE:34"=1'lY' (NO UPLIFT) <br />SCALE: 3/4"=V-9' <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 />2 <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />p d <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 />U <br />ADDITIONAL METAL <br />e a <br />CONNECTORS NOT <br />U <br />REQUIRED WHEN NO <br />0 <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />�• 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB+e'' <br />SEE SLAB SCHEDULE <br />.I, <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />•. 1/2" DIA. SIMPSON ST82 BOLTS S' <br />+- 0'-0" <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB ---•�:.---...--. <br />. a• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />a . CENTERED UNDER WALL AND <br />18" O.C. VERTICALLY MAX <br />, <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE DULE <br />SEE SCHEDULE <br />.: <br />T . RWXD, ARSI <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 BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />COL. PADBLOCK <br />WALL CONNECTION <br />SCALE:(NO UPLIFT) <br />8fFO02Tj1[tNLGAND <br />SCALE:?/4"=1'-0" <br />I 1 SCALE:3/4"=V-0" <br />1441 Ni RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />wwwA esigngroup.com <br />L AA M: 0003325 <br />�aa <br />my <br />V <br />Q <br />g <br />!;Z-440v <br />I NtMDIV. S. LOT. <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECT# <br />04181.000-37091 <br />MODEL: <br />4EBB <br />"1828—CALM" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />