Laserfiche WebLink
1 11 L 1. -1 -1 <br />LAP SPLICE <br />EMBEDDED <br />STANDARD 90* HOOK <br />#3 = 2 Y2" <br />#4 = 2)5" <br />#5 = 2X- <br />#6 = 3' <br />#7 = 3X" <br />STANDARD 180' HOOK <br />REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) <br />MASONRY <br />CONCRETE <br />ALL LOC. <br />TENSION <br />SPLICE <br />COMPRESSION <br />BAR SIZE <br />BEND <br />LENGTH <br />LAP SPLICE <br />TOP BARS <br />OTHER BARS <br />SPLICE <br />-0 "A" <br />"B" <br />..C.. <br />"D" <br />I'D" <br />"D" <br />#3 <br />21/4 <br />41/4 <br />91/4 <br />1'-6" <br />2'-4" <br />11-101, <br />#4 <br />3 <br />55/8 <br />121/2 <br />2'-0" <br />T-1" <br />2'-5" <br />V-5" <br />#5 <br />33/4 <br />1 7 <br />115 1/2 <br />2'-6" <br />31-11-1 <br />31-0" <br />1 '-71' <br />#6 <br />I 41/2 <br />18 1/16118 <br />1/21 <br />3-10" <br />1 4'-8" <br />3'-7" <br />11-1 <br />#7 <br />1 51/4 <br />19 13/16121 <br />3/41 <br />3'-6" <br />1 6'-9" <br />5'-3" <br />21-21' <br />"ALL REBAR SHALL BE GRADE 60. <br />REBAR BEND & SPLICE DETAIL <br />SCALE:NTS <br />#5 @ 24" O.C. <br />co <br />< Z <br />_j < <br />U) _j <br />T-8" <br />Lu E Er <br />Z W _j <br />0 SLAB REINF.� <br />0 <br />T LAB SEE PLAN <br />/S I J <br />I % <br />SEE PLAN <br />co <br />_3 <br />VAPOR BARR�IE.R <br />2'-0" <br />- SEE PLAN <br />FOLLOW ALL RECOMMENDATIONS <br />T <br />OF THE GEOTECHNICAL REPORT <br />FOR SLAB BASE & SUBGRADE <br />PREPARATION (3) #5 CONT. V-8" <br />SEE ARCH. DWG'S. FOR ANY <br />BELOW SLAB INSULATION <br />REQUIREMENTS. <br />Z <br />FOUNDATION SECTION OPENINGS <br />SCALE: 3/4" V-0" <br />CONCRETE COLUMN <br />(4) #4VERT 8" Conc. f c = 4,000 PSI <br />OM <br />REINF. BARS N—OMINAL Rebar fy = 60,000 PSI <br />1 1/2" CLR. <br />co (TYP.) <br />CCJ SET OF #3 TIES <br />@ 6" O.C. <br />I �n _rx/M t"%ni 0EAKIC <br />SCALE: 3/4" V-0" <br />rtJOINT <br />CUT EVERY OTHER <br />WIRE @ SAW CUT 161 SAWED JOINT - CUT <br />WITHIN 8 HOURS OF <br />SLAB REINF. (SEE <br />SLAB POUR AND FILL <br />PLAN) WITH JOINT FILLER <br />% FZ1 I %I F. F. E. <br />1_2 x x <br />x <br />X <br />Y4 SEE PLAN FOR <br />ACTUALSLAB <br />THICKNESS (T) <br />1. PROVIDE TOOLED JOINTS IN FRESH CONCRETE EACH SIDE OF <br />WALLS WHERE SLABS POUR THRU DOORWAYS. <br />2. PROVIDE (2) #4 BARS X 4'-0" LONG AT MID -DEPTH OF THE SLAB <br />PERPENDICULAR TO JOINTS THAT TERMINATE AT A <br />PERPENDICULAR JOINT. <br />SAWED CONTROL JOINT DETAIL <br />SCALE: 3/4" V-0" <br />FILL WITH JOINT FILLER <br />1/81, STOP LL REINF. @ JOINT <br />KEY FORMED W/ BEVELED <br />2 ] 04 <br />CY) <br />1 x 2 OR METAL KEY FORM W/ <br />CENTERLINE @ MID DEPTH <br />%] � �" ff F. F. E. <br />x X X 1k X X <br />2� 1% <br />to 2 <br />PAINT W/ BOND BREAKER SEE PLAN FOR <br />BEFORE PLACING ACTUAL SLAB <br />ADJACENT SLAB 6" THICKNESS (T) <br />3 CONSTRUCTION JOINT (COLD JOINT) DETAIL <br />SCALE: 3/4" V-0" <br />#5 CONT. AT <br />SLAB LEVEL <br />T/SLAB <br />INV EL. SEE PLAN <br />SLAB REINF. 4" 8" <br />(SEE PLANS) <br />GRADE <br />7� THICKENED EDGE <br />SCALE: 3/4" V-0" <br />#5 CONT. REINF. - SEE FDN. PLAN <br />FOR QUANTITY <br />CORNER BAR - MATCH <br />QUANTITY SHOWN FOR CONT. <br />FTG. REINF. (TYP. U.N.O.) <br />TYP.BAR CORN. DETAIL <br />SCALE: 3/4" V-0" <br />H <br />CMU WALL <br />OR COLUMN <br />0** 01 <br />Ii:Q <br />F-1 El El 0 1:1 El <br />�< <br />RE-ENTRANT CORNER <br />,7, <br />(2) #5 X 36" LONG BARS <br />LOCATED 1 1/2" BELOW <br />T/SLAB <br />RE-ENTRANT CORNER REINFORCEMENT <br />SCALE: 3/4" = V-10" <br />TO BE USED AT ALL RE-ENTRANT CORNERS IF NO CONTROL JOINT, U.N.O. <br />BRICK [STONE] VENEER OVER 1" AIR <br />SPACE w/ CORRUGATED METAL BRICK <br />TIES 16" O.C. MAX. VERTICAL SPACING <br />16" O.C. MAX. HORIZONTAL SPACING <br />9 GA. LADDER <br />STYLE HORIZ. JT. <br />REINF. @ 16" O.C. <br />(VERTICALLY) — <br />CONTINUOUS FLASHING AND <br />1/4" DIA. WEEP HOLES @ 16" <br />O.C. MAX. HORIZONTAL AT----\ <br />GRADE LEVEL <br />PROVIDE WEEP <br />HOLES 24" O.C. <br />@ BASE OF WALL <br />Z <br />!� = <br />SEE CIVIL DWG'S. FOR <br />EXTERIOR CONDITIONS <br />GRAIDNE <br />T/FTG. EL. <br />(SEE FDN. SCH.) <br />Cr <br />_j <br />0 <br />#5 VERT. REINF. BARS @ <br />48" O.C. (CONT. FROM <br />BOTTOM TO TOP OF WALL) <br />SEE ARCH. DWG'S. FOR ANY <br />BELOW SLAB INSULATION <br />REQUIREMENTS. <br />_#5 DOWEL @ EA. VERT. <br />REINF. BAR W/ STD. 900 x <br />10" LG. HOOK & LAPPED <br />W/ VERT. STEEL MIN. 30 <br />5 @ 24';. 0. C. ca <br />0 Z <br />3 <br />:�) <br />18" CL <br />W <br />_j Z W <br />0 0 <br />SLAB REINF. <br />Ir., <br />SEE PLAN T/SLAB <br />EL. SEE PLAN <br />3 <br />VAPOR BARRIER <br />SEE PLAN <br />FOLLOW ALL <br />THE GEOTECHNICAL <br />REPORT FOR SLAB BASE & <br />SUBGRADE PREPARATION <br />(3) #5 CO NT. <br />11-811 <br />FOUNDATION SECTION EXTERIOR WALL <br />SCALE: 3/4" V-0" <br />T-0" <br />TYP.REINF. AT FTG. BUMP OUTS <br />SCALE: 3/4" V-10" <br />HDU4 W/ (10) Y4" X 1,Y2" <br />SDS INTO COL & %"0 A.B. <br />COL PER PLAN <br />BOTT PL. - SEE DETAIL <br />7/S400 FOR DETAILS <br />EQUAL EQUAL <br />Z <br />O� a- <br />_3 W <br />L) W <br />T/SLAB <br />Z <br />0 SEE PLAN & SCHEDULE <br />U_ <br />W q <br />W <br />Cn <br />FOUNDATION DETAIL @ COL CONN.TO FOOTING <br />EL. 100'-0" <br />(D <br />Z C') <br />0 <br />8 <br />Z <br />Z <br />< <br />a. <br />Z <br />(D <br />U) V1 <br />j�� LLJ <br />LIJ <br />co <br />V1 <br />C\1 <br />co <br />W 6 <br />r- Lo <br />CU r- M <br />E _j C'4 M <br />8 =Mm <br />as C14 <br />Cc _j <br />r- u_ 6 <br />:5 OD <br />:3 -6 Q� <br />(D 0 r_ r_ <br />CK 0) 2 q <br />< -0 Cot, <br />LO Cc <br />C'j 2's <br />N I! B 11 C <br />A <br />His DOCUMENT AND/OR THE DESIGN CONCEPTS <br />KEESEE ASSOCIATES AND ALL RIGHTS OF <br />OWNERSHIP, INCLUDING COPYRIGHT OF <br />INTELLECTUAL PROPERTY, ARE RESERVED. THE <br />REPRODUCTIONS, COPYING, OR USE OF THIS <br />DOCUMENT AND/OR THE DESIGN CONCEPT <br />WITHOUT THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />0 FD8 <br />0 e sNommuninjo Ai ran <br />258 Southhall Lane, Suite 200 <br />Maitland, FL 32751 <br />0: 321-972-0491 F: 407-880-2304 <br />Certificate Of Authorization No. 9161 <br />El CARL A. BROWN, PE - FIL # 56126 <br />Lj LUIS PABLO TORRES, PE - FL #87864 <br />SCOTT A LEWKOWSKI, PE - FL #78750 <br />T 0 T�E. '11LEST OF 4T, R'GI <br />AN E, T ��61E, INFORMATION <br />PECIFICATIONS <br />'�T� 1* <br />TI <br />CONTAIN TH TH THE 2= <br />FLQ % <br />�MN <br />D 4J�R <br />IN 11 j 7 ITION, <br />N E AN L' <br />SIGN E AN S <br />EERR tj FkLI �OkJHE <br />RALENPI'M EFj1t4QI10F4T' SOF A�� PAG <br />STRig E DR 'ES <br />AN <br />BEARING �WerNEFR'S J" D <br />% <br />C) <br />- : <br />'ARIN0, 11 /IS G <br />r <br />0 <br />Of Uj <br />4 <br />O�L\ <br />PL <br />. ....... <br />?/1' Pless, <br />o <br />DATE: January 27, 2022 <br />IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE <br />SMUDGED CONTACT THE E.0 R FOR AUTHORIZATION. <br />0 <br />W Z < <br />0 <br />W <br />0 0 <br />j <br />r <br />0- <br />W <br />N <br />REV. REV. REV. <br />NO. DESC.� DATE <br />- <br />REVISIONS <br />Project Numbe.r 21-7431 <br />Date: <br />Issue Date.- 01/26/22 <br />Reviewed By: SL <br />Drawn CM <br />Scale: As indicated <br />Sheet Name: <br />FOUNDATION <br />DETAILS <br />Sheet No <br />SCALE: 3/4" = V-0" <br />S300 <br />