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Home My WebLink AboutS310 Concrete DetailsRELEASED Subject to a of S Y-0' ,.REFER MECHL n PLANS TRENCH DRAIN PER MECH'L / a ARCH'L DWGS. FOR ADDL z INFO, m w 1-#4 CONE, T&B @ PERIMETER f'c si SPLICE CLASS Fty BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi 60ks1 CLASS A 1.0 Ld 17 22 28 33 48 55 62 70 78 3000 CLASS B 1.3 Ld 22 29 36 43 63 72 81 91 101 CLASS A 1.0 Ld 15 19 24 29 42 48 54 61 67 4000 CLASS B 1.3 Ld 19 25 31 37 54 62 70 79 87 CLASS A 1.0 Ld 13 17 22 26 38 43 48 54 60 5000 CLASS B 1.3 Ld 17 23 28 34 49 56 63 71 78 CLASS A 1.0 Ld 12 16 20 24 34 39 44 50 55 6000 CLASS B 1.3 Ld 16 21 26 31 45 51 57 64 71 CLASS A 1.0 Ld 12 15 18 22 32 36 41 46 51 7000 CLASS B 1.3 Ld 14 1 19 24 28 41 47 53 60 66 NOTES: REFERARCH•L I MECH•L DWGS. 1. TENSION DEVELOPMENT LENGTH -Ld. LENGTHS LISTED IN TABLE ARE IN INCHES. #3@ 12'OC. E.W. FOR LOCATON OF TRENCHES 2. USE THE ABOVE DEVELOPMENT LENGTH AND LAP SPLICE TABLE FOR BEAMS, JOISTS, COLUMNS, WALLS, SLABS, ETC. WHEN THE CLEAR SPACE BETWEEN BARS IS GREATER THAN OR EQUAL TO TWO BAR DIAMETERS AND CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER. 3, WHEN THE CLEAR SPACE BETWEEN BARS IS LESS THAN TWO BAR DIAMETERS, MULTIPLY DEVELOPMENT AND SPLICE LENGTHS LISTED IN TABLE BY 1.50. 4, PROVIDE LAP SPDCE LENGTH BASED ON THE LARGER BAR BEING LAPPED WHEN BARS OF DIFFERENT SIZESARE LAP SPLICED. 5 FORTOP BARS, MULTPLY THE DEVELOPMENT AND SPLICE LENGTHS BY 1.3. TOP BARS ME DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 101 TYPICAL TRENCH DRAIN DETAIL 3/4" =1'-011 [081 REBAR SPLICE SCHEDULE N.T.S ADHESIVE ANCHORS DIAMETER SIZE EMBEDMENT 3/8" 31/2" 1/2° 4 u2. 5/8" 55/8" 3/4" 6 X4" 7/8" 7 W8" 9" ADHESIVE ANCHOR/DOWEL CONCRETE SURFACE ADHESIVE DOWELS ROME SIZE EMBEDMENT #3 3XF #4 4 v2' #5 55/8" #6 63/4' #7 77/8' #8 9" 1. ADHESIVE TO BE ONE OF THE FOLLOWING PRODUCTS: - HILT HIT -HY 200 SAFE SET -SIMPSON SET -XP 2. ANCHOR RODS SHALL BE ONE OF FOLLOWING: - FOR HILT SYSTEM: HILTI HAS RODS OR HIT-Z RODS - FOR SIMPSON SYSTEM: A36 THREADED RODS 3. FOLLOW MANUFACTURERS RECOMMENDA LOINS FOR INSTALLATION. 118" WIDE SAWCUTJOINT WITH — JOINT FILLER PER SPECS. LOCATE @ COLUMN CBdTERUNES AND @ 15'-0" MAX. SPACING EACH DIRECTION B. TYPICAL CONTROL JOINT #3B2 MATCH SLAB HEINF. SPACING REINF. WALL W/ #4@12. O.C. E.W. WATER STOP (1) OF (3)- #5 CONT. #3 2-6' MATCH SLAB REINF. SPACING 2'� 10' NOTE. SAWCJTJOINT WITHIN 4 HOURS OF ° GF JOINT CONCRETE PLACEMENT G. TYPICAL SLAB DROP BTWN 1'-011 AND 2'-611 r (1)-#4 CONE #3 B2MATCH SLAB / REINF SPACING CLOFJOINT NOTE: SAWCUTJOINT WITHIN 4 HOURS OF 1/8"WIDE SAWCUT CONCRETE PLACEMENT JOINT WiJOINT 3" 13' FILLER REF SPECS. r� #4 A3 @ 1200, UGHTLV COATED TO PREVENT BOND A. TYPICAL CONSTRUCTION JOINT 07 ADHESIVE DOWEL SCHEDULE N.T.S. 05 SLAB ON GRADE JOINTS RECESS URINAL REFER DETAILS FOR FOOTING REINF. I I INCREASEDG REINF _________ _ _ SPACED EACHACH SIDE SIDE OF FLOOR DRAIN SLEEVE I I 1'-Y'' SEE 1'-0" SEEGS PWMBINGADD' MECH'L DWFOR DWG INFO #5 B3 CORNER BAR AT I I FOR LOCATION REFER CONE, EACH LONGITUDINAL BAR, TO PLUMBING DW@ PERIMETER AEEACH FACE I I � I I O o 3 r NI C. GRADE BEAM INTERSECTION STEEL PIPE SLEEVE TYP SLAB REINF PLAN VIEW - VERT. PENETRATION MATCH SLAB REINF FLOOR DRAIN REFER. STEEL PIPE DETAILS SLEEVE FOR FOOTING REINF PLANS z r Jw U 0 r TRENCH DRAIN SEE MECH'L/ARCH'L ONG'S FOR ADD'L INFO 144 CONE T&B @ PERIMETER }z 0 @)zz W03 7 ADDREINFSAME _ w w o 6'-0"7"ASFOOTING SIZE & NUMBER 3 w a - O m REINF r w w INCREASE DEPTH OF BEAM TO MAINTAIN 1'-01CLEAR BELOW SLEEVE. IF BOTTOM REINF IS NOT #3I @ EACH l CUT, DEEPEN BEAM AS REDD. L TYP. SLAB REINF &ADD346L` W/ FOOTING STIRRUP STIRRUPS. #3@12"OC EW #5 63 CORNER BAR AT EACH LONGITUDINAL BAR, AT EACH FACE B. GRADE BEAM CORNER LAP TOP BARS AT MIDSPAN LAP MIDDLE BARS ATMIDSPAN LAP BOTTOM BARS ATSUPPORTS A. TYPICAL SECTION N.T.S. PLACE FIRSTSTRRUP 2 CLR FROM FACE OF SUPPORT (TYP. EACH END OF SPAN) NOTE: LAP BARS 40 BAR DIAMETERS (24" MINIMUM) UNLESS NOTED OTHERWISE TRENCH DRAIN SECTION - HORIZ PENETRATION FOR CONSTRUCTION nsiance With all regulations its and local Codes S.O.G. DRAIN DETAILS 3/41f 1'-01' 06 TYPICAL FOOTING PENETRATION 3/4If = 1'-01' 04 TYP. GRADE BEAM REINF. DETAIL N.T.S City of Calmel FOOLING SIZE FXxX x-x" r L _ J TOP OF FOOTING ELEVATION C. PLAN FOOTING LEGEND MARK A x B DEPTH REINFORCEMENT NOTES F3.0 3'-0' SQ. 116" (4) - #4 EA. WAY BOTTOM F4.0 4'-0' SQ. 2'-0" (5) - #4 EA. WAY BOTTOM F5.0 50 '-' SQ. 21.0" (6) - #4 EA. WAY BOTTOM ACI HOOKS EA. END F6.0 6'-9'xREF PLAN 2'-0" (7) - #4 EA. WAY TOP & BOT. 1� MATCHSIAS B. SPREAD FOOTING SCHEDULE REINF. SIZE & SPACING 2-#4CONT 9' 9' F. TYPICAL SLAB DROP -1'-0" OR LESS 1� x SEE PLAN REINFORCE WITH (2)-#5 CONE. BOTTOM AND #4 BAR BENDS @ MOO, E. TYPICAL THICKENED SLAB (1) - #4 CENT, #3 2-6' MATCH $LAB REINF. SPACING (2) - #4 CONT. J V-0 D. TYPICAL THICKENED SLAB EDGE #4 x 5-0" MID. EACH SIDE OF INDIVIDUAL SLEEVE OR SLEEVE GROUP PLUMBIN SLEEVE ARCH. DWGS FOR LOCATNGSLEEVE LOCATONSTVP. C. TYPICAL REINFORCEMENT AT SLAB PENETRATIONS (3)-#4x MID. @4' EDGE OF SLAB B. TYPICAL REINF. AT RE-ENTRANT CORNERS MID REF A. TYPICAL REINFORCEMENT BARS8-U'MINIMUM 03 TYP. SLAB -ON -GRADE DETAILS N.T.S. CL FOOTING REF. DETAILS REINF. REF. SCHEDULE AXB - REF. SCHEDULE A. TYPICAL SPREAD FOOTING TOP ELEMENT - REF. SCHEDULE T.O. FOOTING EL. REF. PLAN a U y w TYPICAL FOOTING DETAILS N.T.S. NOTATION 5A11 @ 121I1TO.C, TRAPBAR J L RAP SPACING SIZE TYPE C.J. TYPE A 40d IN 40d IN 2 24" 24" SMOOTH BAR 3 12' 12' HILN HY200 INJECTION 4 ADHESNE SYSTEM 40d b 0d b 5 60d b 60d b TYPE B 1 40db STANDARD 2 2411 ACI HOOK 3 0 4 24 24" 5 80d IN ACI HOOK 01 REBAR DOWEL SCHEDULE N.T.S. i ' n a° m o n E m U F _ ER tj om =a`0E U 15 Iwo y 3 1 U I IM �Sn E � I Um I �m I 1 U LIr Carmel, (Zionsville), IN 10325 N. Michigan RD. Carmel, IN 46032 Owner: Chuys DECO 1623 Toomy Road Austin, TX. 78704 Ph: (512) 473-2783 Contact: Michael Hatcher Architect: PKWYAmhgects, LLC 1000 Civic Cince Lewisville, TX. 75067 Ph: (972) 221-1979 Project Contact: Bill Pounds MEP Engineer: Dialectic, Engineering 310 W. 20th St. Suite 200 Kansas City, MO. 64108 Ph: (816) 997-9627 Contact: Joe Hillebrenner, ME PE Structural Enaineer Armstrong -Douglass Partners 1601 Bryan St. Suite 202 Dallas, TX 75201 Ph: (214) 237-7022 Contact: Scott Amistrong, PE Landscape Architect Belle Finns, Inc. 4245 North Central Expy. Suite 501 Dallas, Texas, 75205 Ph:(214)865-7192 Contact: Kon Haug, ASLA, CLEARS TP iIAR44ST �'.. \:"\% Fp••.2 a U :•Q� ' co/ j PE11300413;C VD ��pxSS'ONALtENxxJv Engineer: Scott R. Armstrong, P.E. No. Description Date C- d P'^. JB JUCL" SRA F ' 04-97221 _F IT Px�hW" ; /, LP iCs Q CONCRETE DETAILS S310 DATE: 03/25/19