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HomeMy WebLinkAbout027_VS403 - TYPICAL SECTIONS AND DETAILS.pdfNOTE: 1. PRECAST MANUFACTURER IS TO PROVIDE ANCHOR ROD LAYOUT PLAN TO MATCH PRECAST COLUMN BASE PLATE PATTERSN. CONTRACTOR IS TO COORDINATE GEOMETRY OF ANCHOR RODS w/ PRECAST COLUMN SHOP DRAWINGS. 2. ALTERNATE: THE CONTRACTRO MAY ELECT TO SUBSTITUTE EPOXY ANCHOR RODS AS FOLLOWS: 1 1/4"Ø x 15" EMBEDMENT F1554 ANCHOR RODS (FULL THREAD) SET WITH HILTI HY 150 ADHESIVE. 3. VERIFY ANCHOR ROD DIAMETER WITH PC MANUFACTURER SHOP DRAWINGS. NOTIFY ENGINEER IF ANCHOR ROD DIAMETERS LARGER THAN 1 1/4" ARE REQUIRED FOR ADJUSTMENT OF EMBEDMENT DEPTHS. T/PILE CAP +(SEE PLAN)MIN1' - 3"1' - 8"7"2' - 3"SECTION ALT: 1 1/4"x15" EMBEDMENT F1554 ANCHOR ROD IN HILTI HY 150 EPOXY (4) 1 1/4"Ø (F1554) ANCHOR RODS PER COLUMN ****1 1/4"Ø (F1554) ANCHOR RODS 6"x6" POCKETS FILL w/ 7,000 PSI NON-SHRINK GROUT AFTER ALL COLUMN BASE CONNECTIONS ARE MADE 1/2"x4"x4" PLATE WASHER WITH 1 3/8"Ø HOLE (TOP AND BOTTOM) 2" OF WELD TO BASE PLATE BASE PLATE 2 1/2" GROUT BED 7,000 PSI NON-SHRINK GROUT USE (4) 6"x6" STEEL SHIM PACKS - GROUT UNDER COLUMN MUST BE 3,000 PSI BEFORE DOUBLE TEES ARE ERECTED ALT: 1 1/4"Ø ANCHOR RODS (F1554 STEEL) EPOXY ANCHORED 3/4" CHAMFER (TYP) STEEL SHIMS BASE PLATE COP COL BELOW @ SIM HEAVY HEX NUT (TOP AND BOTTOM) -(SEE PLAN) T/FTG OR PG OR T/COL @ SIM 2 1/2"PROJ7"1 1/4"Ø ANCHOR RODS (F1554 STEEL) 6"x6"x1" PLATE WASHER w/ 1 3/8"Ø HOLE TACK WELD NUT TO ROD 3"3"3"TYP L8x4x1/2 x 0'-10" w/ (2) 1/2"Ø x 6" HS (3) #4 TIES @ 3" OC 14".16".1'-0"1'-0"x(3) #6 WELDABLE BARS ASTM A706 NOTE: COORDINATE PLACEMENT OF BEARING PLATES WITH PRECAST SHOP DRAWING LAYOUT TIES TO CAPTURE (4) WALL VERTICAL BARS MIN 10"3 1/4"4"6 1/2"1 1/4"1 1/4"L/3 L/3 L/3 DOUBLE TEE (DT) AND PRECAST BEAM (PB) LENGTH 3"x6" HIGH BLOCKOUT 6".3".4".NOTE: VERIFY SIZE AND LOCATION OF BLOCKOUTS PRECAST DT AND PB ELEVATION NOTE: 1. VERIFY SIZE AND LOCATION OF BLOCKOUTS. 2. WHERE BEAM SPANS CHANGE BETWEEN ADJACENT BAYS, MAINTAIN ALIGNMENT OF BLOCKOUTS FROM THE GRID WHICH REMAINED CONSTANT. 3. BLOCKOUTS SHALL BE BID AS ALTERNATE. MIN ANCHOR SPACING PER TABLE NOTE (7) 4" CLEAR "NO HANGER AREA" ANCHOR (TYP)EMBEDMENT INTO TOPPING SLAB PRECAST DOUBLE TEE2" DT FLANGE6" TOPPING SLABNO ATTACHMENTS ALLOWED TO SIDES OR BOTTOM OF DT STEMS OR PRECAST BEAM ELEMENTS SUSPENDED LOADS MUST BE SPACED PER TABLE 1500# 7'-0" 1000# 6'-0" 800# 5'-2" 600# 4'-6" 400# 3'-8" LOAD MIN SPACING LOADS > 300# 10'-0" MIN 10'-0" MIN300# MAX (MIN POINT LOAD SPACING FOR DROP IN ANCHORS ONLY) SUSPENDED LOAD FASTENERS (1,6,9) HILTI KWIK-BOLT II (3,4) FOR > 300# LOADS INTO TOPPING SLAB CARBON STEEL 304 OR 316 SS DIA EMBED (1)TENSION SHEAR (2)EMBED (1)TENSION SHEAR (2)SPACING (7) (IN)(IN)(LBS)(LBS)(IN)(LBS)(LBS)MIN (IN) 1/4 2 630 530 2 590550 4 1/2 3/8 2 1/2 1370 1470 2 1/2 13301250 5 1/2 3 1/2 2400 2450 3 1/2 22202130 7 HILTI SLEEVE ANCHOR (3,5) FOR > 300# LOADS INTO TOPPING SLAB CARBON STEEL 304 OR 316 SS BOLT DIA EMBED (1)TENSION SHEAR (2)EMBED (1)TENSION SHEAR (2)SPACING (7)SLEEVE DIA (IN)(IN)(LBS)(LBS)(IN)(LBS)(LBS)MIN (IN)(IN) 1/45/16 1 380 420 1 1/4 410 675 5 3/81/2 1 1/2 750 1340 N/A N/A N/A 7 1/25/8 2 850 1410 N/A N/A N/A 8 HILTI HDI DROP-IN ANCHOR (3,9) FOR > 300# LOADS INTO FLANGE ONLY CARBON STEEL 304 OR 316 SS BOLT DIA EMBED (9)TENSION SHEAR (2)EMBED (1)TENSION SHEAR (2)SPACING (7)SLEEVE DIA (IN)(IN)(LBS)(LBS)(IN)(LBS)(LBS)MIN (IN)(IN) ALL 2 (MIN)300 300 2 (MIN)300300 N/AALL NOTES: 1.EMBEDMENT DEPTH IS INTO 6" TOPPING SLAB. FASTENER LENGTH MUST BE INCREASED 2" TO ACCOMMODATE PRE-CAST DT FLANGE (I.E. 2" EMBEDMENT REQUIRES MIN 4" ANCHOR) 2.ALL SHEAR VALUES ARE FOR SHEAR THROUGH THE SHANK, REDUCE VALUES FOR SHEAR THROUGH THREAD PLANE PER HILTI SPECIFICATIONS. 3.ALL ANCHORS LISTED ARE BY HILTI AS DESIGN BASIS. 4.KWIK-BOLT II CONFIGURATIONS INCLUDE: STUD VERSION, EXTRA THREAD STUD VERSION, COUNTERSUNK VERSION, ROD COUPLING VERSION. HCKB TAB IS NO INCLUDED. 5 SLEEVE ANCHORS INCLUDE: HEX HEAD (HX), FLAT HEAD PHILLIPS (FHP), ROUND HEAD SLOTTED (RS), ROD COUPLING (RC). 6.KWIK-BOLT II & SLEEVE ANCHOR FASTENERS INCLUDE A FACTOR OF SAFETY OF 4:1 AGAINST ULTIMATE TEST VALUES. 7.SPACING MIN (IN) = MINIMUM SPACING BETWEEN MULTIPLE ANCHORS. IF CLOSER SPACING IS REQUIRED, VALUESMUST BE REDUCEDPER HILTI SPECIFICATION CRITERIA. 8.LIMIT TOTAL SUSPENDED LOAD AT ANY POINT TO 1500# BETWEEN STEMS, 7'-0" MINIMUM SPACING BETWEEN LOADS IN EITHER DIRECTION. 9.ALL HDI DROP-IN ANCHORS FOR USE IN DT FLANGES ARE LIMITED TO 300# TENSION AND SHEAR WITH FULL 2" EMBEDMENT. (2) #4 x 6'-0" (2) #5 SPANNING TO DT STEMS +1'-0" EACH END INTERRUPTED #4 BARS #4 x 3'-0" CORNER BARS PLAN OF BLOCKOUT INTERRUPTED #5 BARS 1/2" BATTER - (4) SIDES (2) #4 x 6'-0" (BEYOND) 6" TOPPING DRAIN PAN 21" SQ (BTM) 22" SQ (TOP) xK #5 x @ 12" OC 1'-3"1'-3"BY PRECAST MANUFACTURER, SIMILAR AT LB BEAMS CLEARANCES AND BEARING PADS BY PC MFR TOPPING SLAB, SEE PLAN & SCHEDULE SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c E R 28 22 16 H 11 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15102 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) MEI 15102 KEY PLAN VETERANS WAY SCALE: NTS By: Developer: Project: PLAN NORTH VETERANS WAYEXTENSIONCarmel, IN 46032TYPICAL SECTIONS AND DETAILS VS403 CONSTRUCTION DOCUMENT KLS JRH 04/29/16 04/29/16 SCALE: NTS VS403 1TYP PC COLUMN BASE SECTION SCALE: NTS VS403 2TYP DOUBLE TEE BRG PLATE SCALE: NTS VS403 3SLEEVES THRU DT & PB WEBS SCALE: NTS VS403 4SUSPENDED LOAD FASTENERS SCALE:VS403 3/4" = 1'-0" 5DRAIN DETAIL No. Date Description SCALE:VS403 3/4" = 1'-0" 6TYP SLAB-PC BEAM