Loading...
HomeMy WebLinkAboutS413 Typical PT Details1 12 ? ? 3'-0" MAX. DIM. REINFORCEMENT 12" TO 18"(1)-#5 EA. SIDE 18" TO 2'-6" (1)-#5 T&B, EA. SIDE 2'-6" OR LARGER (2)-#5 T&B, EA. SIDE NOTES: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. PT TENDON W/ SMOOTH CURVE TYP. 3" CLR. TYP. 1 1/2" CLR.TYP.2'-0" MIN.(1)-#5X3'-0" T&B TYP. FOR LARGER THAN 24" OPNG. MAX. DIM. REINFORCEMENT 12" TO 18" (1)-#5 EA. SIDE 18" TO 2'-6" (1)-#5 T&B, EA. SIDE 2'-6" OR LARGER (2)-#5 T&B, EA. SIDE NOTES: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. PT TENDON W/ SMOOTH CURVE TYP. 1 1/2" CLR. (1)-#5X3'-0", T&B TYP. FOR MORE THAN 24" OPNG. SLAB EDGE TYP. 2'-0" MIN.TYP.24"MIN.36" TYP.TYP.3" CLR.45° TYP.STEEL PIPE INSERT (SCHED.40) IS REQD. WHEN SLAB PENETRATION IS WITHIN 45 BEARING CONE OF TENDON ANCHOR WDPT TENDON SLAB EDGE CLR. 2 1/2"PENETRATIONS FARTHER THAN 1.5 TIMES THE DIAMETER (D) OR WIDTH (W) BUT NOT LESS THAN 18" MIN. FROM ANCHOR, DO NOT REQUIRE STEEL PIPE INSERT CLR. 2 1/2" 10 1 .5 W O R 1 .5 D M IN . 1 8 " 6" MIN. PT CONE OF INFLUENCE SLAB EDGE #5X7'-0" T&B 3'-0" 3'-0" #5X6'-0" T&B TRIM BARS 8" MIN.24" MIN. D1 <D1 D2 EFFECTIVE LENGTH D1 ≤D1 D2 ≤D3 D3 NOTES: 1. INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING. 2. IF THE COMBINED OPENING IS LESS THAN 12" NO TRIM BARS ARE REQUIRED. 3. IF THE COMBINED OPENING IS MORE THAN 12", BUT LESS THAN 24", PROVIDE (1)-#5 T&B WITH 1'-0" EMBEDMENT PAST THE OPENING. 4. IF COMBINED OPENING IS LARGER THAN 24", REFER TO ./1 S413 PT TENDON CLR.3" MIN.STRAIGHT 3'-0" MIN. REF. WHERE TENDON CURVATURE EXCEEDS 1:12, REF. TYP. MAX. CURVATURE 2 24" MIN. DISTANCE OF STRAIGHT TENDON PAST EDGE OF OPENING /9 S413 /9 S413 1/3 PT 1/3 PT 1/3 PT PT SLAB PT TENDON NOTE: PT IS POST-TENSIONING ASSOCIATED WITH OPENING OR LARGEROPENING 6'-0"NOTE: 1. WHERE TENDON TURN IS MORE THAN 1:12, KEEP TENDONS MIN. 2" APART AT TURN. 2. PLACE HAIRPIN PER B/SECTION AT OPENING.222" GAP BETWEEN TENDONS12 >=1 2'-0", TYP.PT SLABOPENING OR CENTER OF TENDON TURN EDGE OF OPENING WHERE IT OCCURS PT TENDON REF. PLAN #4 HAIRPIN PLACED RADIALLY TO HOLD TENDONS IN PLANE OF SLAB PLACE OVER CURVED LENGTH OF TENDON AT (72"/NUMBER OF STRANDS) IN. ON CENTER BUT NOT MORE THAN 18 INCHES APART SECTIONC PT TENDON REF. PLAN HAIRPIN PLANA SECTION AT OPENINGB N, NUMBER OF TENDONS 3" TYP.ADD. (4)-#4 SECTIONA 30" MIN.24" MIN.3N+5"3" MAX. NOTES: 1. IF BLOCKOUT IS EXPOSED TO WEATHERING AND OR MOISTURE USE GROMMETS; CUT STRESSED STRANDS TAILS; PREPARE AND SEAL STRESSING POCKETS AS STIPULATED IN GENERAL NOTES; CAULK JOINT ALL AROUND. 2. CONTINUE ALL INTERRUPTED BARS SHOWN IN PLANS THROUGH THE BLOCKOUT. 3. FILL BLOCKOUT WITH NON-SHRINK CONCRETE REPAIR MATERIAL OF SAME SPECIFIED STRENGTH AS SLAB CONCRETE. SECTIONB SHEAR KEY 3" X 1/2" TYP. REF. NOTESSTRAND TAILS REF. NOTES PT SLAB REF. PLAN SLAB EDGE (1)-#4 T&B ≤12"18" MIN.REF. ARCH. DRAWINGS 12" MIN.3'-0" MIN.(1)-#4 T&B, TYP. ADDED REINF., U.N.O. PT SLAB REF. PLAN 6'-0" MIN. Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S413 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL PT DETAILS 7/28/217/28/21 SCALE: NONES413 1 MINIMUM TRIM BARS FOR INTERIOR OPENING IN SLAB SCALE: NONES413 2 MINIMUM TRIM BARS AT SLAB EDGE OPENINGS SCALE: NONES413 6 REINFORCEMENT AT ANCHORAGE ZONE PENETRATIONS SCALE: NONES413 3 TRIM BARS AT INTERIOR CORNERS SCALE: NONES413 7 TRIM BARS FOR MULTIPLE OPENINGS SCALE: NONES413 8 TENDON PLACEMENT AT OPENING 24" OR LARGER SCALE: NONES413 11 ARRANGEMENT OF TENDONS AT OPENING 6'-0" OR LARGER SCALE: NONES413 9 TENDON PLACEMENT FOR TURNS MORE THAN 1:12 SCALE: NONES413 10 INTERNAL STRESSING BLOCK OUT SCALE: NONES413 4 MINIMUM SLAB EDGE REINFORCEMENT SCALE: NONES413 5 TRIM BARS AT CANTILEVERED SLAB