Report Number: 0170 Issued: 02/2010 Expires: 02/2011 DIVISION: 05 METALS anchor nut. Counter boring is not permitted. Section: 05150 Wire Rope Assemblies 3.2 Locking Cap (Figure 3): The cap is 1.625” tall REPORT HOLDER: and 1.75” in diameter. It attaches over the nut, locks, and holds the bottom cable vise in place. CABLE-TITE The cap is made of industrial grade cast steel IC-430 CALVERT DR. 4130, ASTM A-732 grade 7Q and is yellow zinc GALLATIN, TN 37066 plated for rust protection. (615)451-9080 3.3 Top Cap (Figure 4): The top cap is 3” square EVALUTION SUBJECT: and 0.740” tall. It has knurling on the bottom side for gripping the wooden top plate. It holds the top 1.0 EVALUATION SCOPE cable vise in place. The top cap is made of industrial grade cast steel IC-4130, ASTM A-732 1.1 Compliance with the following codes: grade 7Q and is yellow zinc plated for rust protection. • 2006 International Building Code ® (IBC) 3.4 Cable Vise (Figure 5): The cable vise is 4” • 2007 Florida Building Code® (FBC) long and 1” in diameter. There are two cable vises per assembly. Cable vises are installed facing 1.2 Evaluated in accordance with: opposite directions to hold the cable taut. The body of the cable vise is made of 6061-T6 • ICC AC 369 Approved February 2007 aluminum. The gripping mechanism is made of • ASCE 19-96, Structural Applications of yellow zinc plated steel. Steel Cables for Buildings 3 ...
DIVISION: 05 METALS Section: 05150 Wire Rope Assemblies REPORT HOLDER: CABLETITE 430 CALVERT DR. GALLATIN, TN 37066 (615)4519080 EVALUTION SUBJECT: 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: •2006 International Building Code ® (IBC) •Florida Building Code® (FBC) 2007 1.2 Evaluated in accordance with: • ICC AC 369 Approved February 2007 •1996, Structural Applications of ASCE Steel Cables for Buildings Property Evaluated: • Tension Load Strength and Elongation 2.0 USES The assemblies in this report and attached drawings are used to resist tension loads in Seismic Design Categories A and B. 3.0 DESCRIPTION Reference Figure 1 CableTite Assembly. The CableTite assembly consists of six parts: 3.1 Anchor Nut (Figure 2):anchor nut is 2” The tall and 1.50” in diameter and has 1.75” deep internal threads. The threads are either 5/8x11 UNC or 1/2x13 UNC to suit the appropriate diameteranchoring bolt. The nut is made of industrial grade cast steel IC4130, ASTM A732 grade 7Q and is yellow zinc plated for antirust protection. During the manufacturing process, a 7/16” hole is created along the entire length of the
Report Number: 0170 Issued: 02/2010 Expires: 02/2011 anchor nut. Counter boring is not permitted.3.2 Locking Cap (Figure 3):The cap is 1.625” tall and 1.75” in diameter. It attaches over the nut, locks, and holds the bottom cable vise in place. The cap is made of industrial grade cast steel IC 4130, ASTM A732 grade 7Q and is yellow zinc plated for rust protection. 3.3 Top Cap (Figure 4):The top cap is 3” square and 0.740” tall. It has knurling on the bottom side for gripping the wooden top plate. It holds the top cable vise in place. The top cap is made of industrial grade cast steel IC4130, ASTM A732 grade 7Q and is yellow zinc plated for rust protection. 3.4 Cable Vise (Figure 5): The cable vise is 4” long and 1” in diameter. There are two cable vises per assembly. Cable vises are installed facing opposite directions to hold the cable taut. The body of the cable vise is made of 6061T6 aluminum. The gripping mechanism is made of yellow zinc plated steel. 3.5 Cable (Figure 6):cable is ¼” diameter The grade EHS made in accordance with ASTM A475 nominal diameter is ¼” and the nominal diameter of the wire within the strand is 0.08”. The cable is cut to length on site. See Table 1 for Cable details. 4.0 INSTALLATION A hole is drilled in the horizontal top plate of the wall to allow passage of the top cable vise. The top cable vise is fit into the top plate and the assembly is mounted to top of the wall secured with screws or nails. The anchor nut is screwed onto the Jbolt and tightened wrenchtight. The cable is then cut on site using a RIGID #1380 cable cutter (or equivalent), and is inserted into two opposite facing cable vises. The end cuts are left raw and inserted minimum of 4” into the cable vise. The lower cable vise is inserted into the cap and the cap is installed on the anchor in the “UNLOCKED POSITION”. While holding the lower
cable vise in its extreme upward position with one hand, insert the cable into the lower cable vice with the other hand. Feed the cable into the lower cable vise so that the cap remains snug against the anchor in the unlocked position. Using the supplied wrench, turn the collar clockwise through 120 degrees until a “CLICK” is heard and felt. Measure the prestress in the cable. When the measured cable prestress is within the acceptable range as determined in section 5.3, the installation process is complete. If the cable does not have enough prestress unscrew the anchor nut from the anchor bolt until the system is free of pre stress. Then uninstall the locking cap from the anchor nut and repeat the installation process. Installation instructions are included in every shipment. 5.0 CONDITIONS OF USE 5.1of connections and anchorages, Design including plates and holddowns as well as other components needed to transfer the tension load between portions of the structure shall be determined in accordance with the applicable code for each project by the licensed design professional of record and submitted to the building official for approval. 5.2 CableTite assemblies are limited to Seismic Design Categories A and B. 5.3 Acceptable prestress load range for applications of CableTite Assembly shall be determined by the person responsible for the structural design, and shall be specified to accommodate the worstcase scenario for a particular building. The selection of the acceptable prestress load range shall consider: framing compression, expected building settlements, wood shrinkage, and cable assembly properties. The required presstress shall be field verified. If required, cable tension meter shall be used to adequately measure the tension in the cable. 5.4 Use of CableTite steel cable assemblies to compensate for localized wood compression is outside the scope of this report.
Report Number: 0170 Issued: 02/2010 Expires: 02/2011 5.5cable assemblies are intended for All installation on the dry side of exterior walls. 5.6components of a CableTite assembly are All made of steel or aluminum and are therefore non combustible. The use of the cable assemblies within fire–resistancerated construction is beyond the scope of this report. 5.7inspection and structural observations Special shall comply with IBC sections 1704 and 1709 respectively. 6.0 EVIDENCE SUBMITTED Data is in accordance to ICCES Acceptance Criteria for Steel Cable Assemblies (AC 369), approved February 2007. Test results are from laboratories in compliance with ISO/IEC 17025. 7.0 IDENTIFICATION 7.1The Cable Tite units are shipped in corrugated paper boxes. The product packaging is labeled with the manufacturer’s name and address, product name CableTite, the cable diameter, the maximum length of the cable assembly, date of manufacture or lot number traceable to production date, Smith Emery AA544, and the Evaluation Number (ER 0170). The logo and name are cast into each piece of the CableTite assembly for part identification.
TABLE 1 (Cable Specifications) Item SPECIFICATION Manufacturer Emco Cables Denomination ¼” EHS Standard Specification ASTM A475 Grade Extra High Strength Number of Wires 7 Diameter of Wires 7.99 E2 in 2 Section of Strand 3.51 E2 in Diameter of Strand 0.25 in Weight 0.121 lb/ft Breaking Strength 6,656 lbf Allowable External Tension 3186 lbf Force Lay of Strand Left Initial Modulus of Elasticity 25,579 to 28,421 2 kip/ in Expected elongation at allowable 4.5% external tension force Class of Galvanization A Zinc Coating 3.74 E2 2 lb/ft Constructive Stretch, Cs 0.0067 in/in 2 Stretch Modulus, Es 277.7 Kip/ in Relaxation Coefficient, Cr 12.5% Residual Load at 0.078 in, Pr 161 lb Initial Prestress tensile load 965 lb
Page 3 of 3
REV.
DESCRIPTION
JBOLT (BY OTHERS)
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIEDOWN SYSTEMS IS PROHIBITED
REVISIONS
DATE
LOCKING CAP
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES (AS CAST):
FRACTIONAL 1/32" ANGLE 0.5 LINEAR 0.005" per Inch ALL CORNER RADS 0.003" MIN
DWG NO
APPROVED
ANCHOR NUT
TOP CAP
CABLE VISE (LOWER)
CABLE VISE (UPPER)
DATE: NAME: CUSTOMER: CABLETITE DRAWN: 2007.07.23 A BUTLER PART NO: ASSEMBLY CHECKED: DESCRIPTION: EXPLODED VIEW ENG APPR: MATERIAL: MFG APPR: FINISH: SEE PART DWGS QA APPR: COMMENT: EXPLODED VIEW OF CABLETITE ASSEMBLY
FIGURE 1
CABLE 1/4 EHS GRADE
CABLETITE DRAWING NO: CTC05REV C WEIGHT: LBS ISSUED: 12/22/2009
ALL CORNER RADS 0.003" MIN
IN CASE OF DISCREPANCY BETWEEN THE PRINT AND THE SOLID MODEL THE SOLID MODEL TAKES PRECEDENCE.
UNLESS OTHERWISE SPECIFIED:
0.100
0.005" per Inch
DIMENSIONS ARE IN INCHES
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIE DOWN SYSTEMS IS PROHIBITED
SECTION DD SCALE 1 : 1
PROPRIETARY AND CONFIDENTIAL
0.500
REV.
LINEAR
REFER TO THE SOLID MODEL FOR DIMENSIONS NOT FOUND ON THIS PRINT
1.000
DETAIL C SCALE 5 : 2
D
CABLETITE DRAWING NO: CTC01REV B WEIGHT: 0.704 LBS ISSUED: 12/22/2009
SECTION BB SCALE 1 : 1
1.475
B
REVISIONS
DATE
APPROVED
DWG NO
1.140
1.450
DESCRIPTION
TOLERANCES (AS CAST): FRACTIONAL 1/32" ANGLE 0.5
C
TAP HOLE 5/8x11 NC x 1.750 DEEP OR 1/2x13 NC x 1.750
0.125
0.531
1.750
B
2.000
FIGURE 2
LOGO ON BOTH SIDES OF PART FONT IS ARIAL BLACK ITALIC BOLD, 0.250 TALL
D
DATE: NAME: CUSTOMER: CABLETITE DRAWN: A BUTLER PART NO: 01 CHECKED: DESCRIPTION: ANCHO R NUT ENG APPR: MATERIAL: IC4130 OR EQUIV MFG APPR: FINISH: 125 RMS QA APPR: COMMENT: INVESTMENT CASTING YELLOW ZINC PLATED
R0.075 TYP
REV.
1.725
DESCRIPTION
0.525
1.063
0.188
25°
PROPRIETARY AND CONFIDENTIAL
0.500
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIE DOWN SYSTEMS IS PROHIBITED
0.250
REVISIONS
B
B
DATE
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES (AS CAST):
C
FRACTIONAL 1/32" ANGLE 0.5 LINEAR 0.005" per Inch
ALL CORNER RADS 0.003" MIN
DWG NO
2.000
0.925
APPROVED
LOGO ON BOTH SIDES OF PART FONT IS ARIAL BLACK BOLD ITALIC, 0.160 TALL
1.500
1.150
1.625
0.100
SECTION BB
DETAIL C SCALE 5 : 2
R0.075 TYP
R0.250
R0.250
0.400
DATE: NAME: CUSTOMER: CABLETITE DRAWN: A BUTLER PART NO: 02 CHECKED: DESCRIPTION: LOCKING CAP ENG APPR: MATERIAL: IC4130 OR EQUIV MFG APPR: FINISH: 125 RMS QA APPR: COMMENT: INVESTMENT CASTING YELLOW ZINC PLATED
FIGURE 3
REFER TO THE SOLID MODEL FOR DIMENSIONS NOT FOUND ON THIS PRINT
IN CASE OF DISCREPANCY BETWEEN THE PRINT AND THE SOLID MODEL THE SOLID MODEL TAKES PRECEDENCE.
CABLETITE DRAWING NO: CTC02REV B WEIGHT: 0.393 LBS ISSUED: 12/22/2009
REV.
0.925
1.250
0.190 TYP
R0.250 TYP
DESCRIPTION
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIE DOWN SYSTEMS IS PROHIBITED
REVISIONS
3.000
1.500
A
A
DATE
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES (AS CAST):
FRACTIONAL 1/32" ANGLE 0.5 LINEAR 0.005" per Inch
ALL CORNER RADS 0.003" MIN
DWG NO
3.000
0.190
APPROVED
0.320
LOGO CAST AS SHOWN FONT IS ARIAL BLACK ITALIC, 0.180 TALL
SQUARE KNURLING 0.100 SQUARE x 0.050 TALL 0.150 PATTERN
0.740
0.190
SECTION AA
0.050
DATE: NAME: CUSTOMER: CABLETITE DRAWN: A BUTLER PART NO: 03 CHECKED: DESCRIPTION: TOP CAP ENG APPR: MATERIAL: IC4130 OR EQUIV. MFG APPR: FINISH: 125 RMS QA APPR: COMMENT: INVESTMENT CASTING YELLOW ZINC PLATED
0.090
FIGURE 4
REFER TO THE SOLID MODEL FOR DIMENSIONS NOT FOUND ON THIS PRINT
IN CASE OF DISCREPANCY BETWEEN THE PRINT AND THE SOLID MODEL THE SOLID MODEL TAKES PRECEDENCE. CABLETITE DRAWING NO: CTC03REV B WEIGHT: 0.451 LBS ISSUED: 12/22/2009
REV.
DESCRIPTION
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIE DOWN SYSTEMS IS PROHIBITED
4.0
REVISIONS
DATE
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES (AS CAST):
FRACTIONAL 1/32" ANGLE 0.5 LINEAR 0.005" per Inch
ALL CORNER RADS 0.003" MIN
DWG NO
APPROVED
1.125
0.900
PART IS MARKED WITH: "1/4 STR. 6.6M STR. MADE IN USA." AND THE MACLEAN POWER SYSTEMS MARK IN THE APPROXIMATE LOCATION SHOWN
OPENING TO SUIT 0.250 STRANDED CABLE
DATE: NAME: CUSTOMER: CABLETITE DRAWN: 2009.11.30 A BUTLER PART NO: 06 CHECKED: DESCRIPTION: CABLE VISE ENG APPR: MATERIAL: 6061T6 MFG APPR: FINISH: 125 RMS QA APPR: COMMENT: MACLEAN POWER SYSTEMS P/N 416SR
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CABLETITE TIE DOWN SYSTEMS. ANY REPRODUCTION OR DISTRIBUTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CABLETITE TIEDOWN SYSTEMS IS PROHIBITED
REVISIONS
DATE
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES (AS CAST): FRACTIONAL 1/32" ANGLE 0.5
LINEAR
0.005" per Inch
ALL CORNER RADS 0.003" MIN
DWG NO
APPROVED
LENGTH VARIES CABLE IS CUT ON SITE
DATE: NAME: CUSTOMER: CABLETITE DRAWN: 2007.11.30 A BUTLER PART NO: 07 CHECKED: DESCRIPTION: CABLE ENG APPR: MATERIAL: EHS CABLE IAW ASTM A475 MFG APPR: FINISH: GALVANIZED QA APPR: COMMENT: SUPPLIED BY EMCO CABLES OR EQUIVALENT