stbook

RJD INDUSTRIES, INC.

SuperTie™

Fiberglass Formtie Systems

January 2008

26945 Cabot Road, Suite 105 Laguna Hills, CA 92653-7009 Tele: (800)344-4753 or (949)582-0191 Fax: 949.582.0995

www.rjdindustries.com

RJD Industries, Inc. 26945 Cabot Rd. #105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 --- page 1 ---

SuperTie™ Fiberglass Formtie Systems

Table of Contents

Section Subject Page 1 - Introductory Information: 3

1.1 - Description, Benefits of SuperTie Systems.......................................... 5 1.2 - Customer Testimonials........................................................................ 6 1.3 - SuperTie Saves Money....................................................................... 7 1.4 - Photos, Product Versatility.................................................................. 8

2 - Light and Medium Systems “SuperTie” & “SuperTie XV” 11 2.1 - Formtie Use Cost Comparison (SuperTie vs. snap tie)........................ 13 2.2 - Formtie Use Cost Comparison (SuperTie XV vs. 3/4" taper tie)............ 15 2.3 - Installation Guide.............................................…………….................. 16 2.4 - Optional Accessories 20

2.4.1 - WaterStop........................................................................... 21 2.4.2 - WalerWedge, single wale form bracket................................ 22 2.4.3 - RockGrip, anchor system..................................................... 24

2.4.3.1 - Cost Comparison (6K RockGrip vs. Wedge Anchor).... 27 2.4.3.2 - Cost Comparison (15K RockGrip vs. Rock Anchor)...... 28

2.4.4 - DoubleGrip, Rod splicing mechanism.................................. 29 2.5.1 - Light Systems Components Price List............................................... 30 2.5.2 - Medium Systems Components Price List.......................................... 31

3 - Heavy System (50,000 lbs.) "SuperTie 50K": 33 3.1 - Cost Comparison (SuperTie 50K vs. 1 1/4" taper tie)........................... 35 3.2 - SuperTie 50K Installation Guide.......................................................... 36 3.3 - Optional Accessories 39

3.3.1 - Shim (for battered walls)...................................................... 40 3.3.2 - Tensioning Jack................................................................... 41 3.3.3 - WaterStop........................................................................... 42

3.4 - Heavy Systems Components Price List............................................... 43 4 - Supplementary Information: 45

4.1 - Specifying SuperTie............................................................................ 46 4.2 - Formtie Load Chart (ACI) (How to determine correct tie spacing)........ 47 4.3 - Gripper Maintenance Guide.(Light and Medium Systems)................... 48 4.4 - Gripper Maintenance Guide.(Heavy System)........……………….......... 50 4.5 - Summary of Certified Tests

4.5.1 - Tensile and Shear Tests...................................................... 51 4.5.2 - Hydrostatic Tests................................................................. 51 4.5.3 - RockGrip Tests.................................................................... 52

4.6 - Material Safety Data Sheet................................................................. 53 4.7 - Status of Agency Approvals................................................................ 55

Products described in this catalog are patent protected, as follows... SuperTie, Fiberglass Formtie System: U.S. Pat. 4,006,878

RockGrip Anchoring Device: U.S. Pat. 5,154,558 SuperTie 50K Gripper: U.S. Pat. 5,592,977

Other Items: Patent Pending

All SuperTie components are Made in America Ver. 3.98 3/2008 r1

Copyright © 2000, All Rights Reserved Not to be duplicated without permission.

SuperTie™, Fiberglass Formtie Systems


The firm, or a principal of the firm, is a member of…

The firm is a Vendor to…

SuperTie™, Fiberglass Formtie Systems Section 1 - Introductory Information

RJD Industries, Inc. 26945 Cabot Rd. #105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 -- page 3 --

Section 1

Introductory Information

SuperTie™

SuperTie XV™

SuperTie 50K™




(this page left blank intentionally)


RJD Industries, Inc. 26945 Cabot Rd. #105 Lagu

The SuperTie, Fiberglass Formtie Sysused to secure concrete formwork duringplacement and initial hydration, with system which would not have the limitations of previously popular steel systems. The SuperTie Systems elimpossibility of rust stains and deterioratistructure that is often caused by failure ofor steel form tie holes.

Advantages Superior Finishes - Superior arfinishes, without patches or rust.

No Corrosion - The fiberglass form ticannot rust, eliminating the need tobreakback, and subsequent plugging andto forestall rust.

Saves Money - Saves dramatically in laReduced form tie related costs as much a

Reduced Inventory - "One size fits Bulk lengths are cut to working length at th

Extends Form Life - All forms and fostrip easily from the structure without damthe ties.

Natural Insulator - Fiberglass tie, whicthe structure, is electromagnetically tramaking it ideal for special situations whereor electrical interference is undesirable. will not promulgate radio frequency annuclear energy.

Servi

SuperTie

na Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 -- page 5 --

Fiberglass formtie systems

Saves Labor! Cut Costs in a Snap!

Provides Superior Finishes!

Rod, Gripper and Wedge - the basic components of the Light (6,000#) and Medium (15,000#) SuperTie Systems

tems, are concrete a formtie

inherent form tie

inate the on of the f patching

chitectural

e material have a patching,

bor costs. s 70%.

all jobs". e job site.

rm liners age from

h is left in nsparent, magnetic Fiberglass d shields

Compatibility The SuperTie Systems are compatible with all job built and commercially available form systems.

Basic Uses The SuperTie Systems are appropriate for use in all forming applications, but are especially beneficial in situations such as architectural finishes, since an aesthetically pleasing finish is attained with tremendously reduced labor expenditures. It also reduces costs in battered wall and "odd sized" tie situations, since the rod is cut to the length required at the job site. SuperTie 50K, a 50,000 pound (ultimate tensile strength) system, mounted on commercially available form.

ng the industry since 1987



1.2 - Samples of Customer Testimonials

"Fantastic - nothing I have ever used can compare." - Wayne Mitchell, Supt., McDevitt & Street

"SuperTie saves time, and saving time is saving money." - Anthony Masiello, Supt., J.F. White Construction

"A great innovation in the forming industry!" - Peter Nason, Supt., Benchmark Construction

"No finish required except touch with grinder." - John Purvis, P.E., Atkinson/Ostrander

"I liked the ease of application and the appearance of the finished product." - Bill Wolverton, Gen. Field Supt., Oltmans Construction

"Wonderful, got me out of trouble so many times and saved me time and money." - Normand Belanger, Les Foundations Jono (Canada)

"They held good and were faster and cheaper than the inner-rods and she-bolts that were previously used."

- Donald Miller, Supt., Kettering and Krussman Construction

"Good finish Characteristics. Eliminates plug & patch." - Robert DeLouche, P.E., Traylor Brothers, Inc.

"Outstanding!" - West Orton, Supt., Guy F. Atkinson

"To my entire satisfaction. Easy to place and reliable." - Robert Noell, Supt., SPC Concrete

"Fiberglass ties are faster, you save time and money. By far better than snap tie, inner rod and she bolt system that our company previously used." - Rick Mitchell, Job Supt., DiCarlo Construction



1.3 - SuperTie Saves Money Among the benefits of using SuperTie are substantially reduced costs. This is due to reduced labor requirements, particularly by the elimination of the “plugging and patching” that is required after the use of various steel ties. The late Peter Courtois, a well respected industry specialist, said... "If patching alone is $0.50 per tie hole, it becomes evident that formwork designs today should not be based on materials costs of lumber and formties only, but rather on the labor content involved in the assembly of the formwork and the assembly, removal, breaking and patching of the formties. Behind that innocent-looking, inexpensive, $0.32 snap tie, lurks a labor content cost that will devour profits that seem so secure when only materials costs are examined." The following chart illustrates the experience of contractors using the SuperTie systems...

0

2000

4000

6000

8000

10000

12000

14000

Snap Tie SuperTie

Labor

Materials

You will note that the savings realized with SuperTie are substantial (data for this chart can be found on page 13 of this catalog).



1.4 - Photos, Product Versatility SuperTie on Battered Structures Jobsite: John Wayne Airport, Orange County, Calif. Contractor: Morrison-Knudsen Supt: Butch Parker SuperTie on partially submerged job-built forms Grinding off the tie, no further finish required Jobsite: Wharf repairs, Pearl Harbor, Hawaii Jobsite: Cloverdale, Calif. (CalTrans job) Contractor: Triton Marine Construction Co. Contractor: Guy F. Atkinson Proj. Engineer: Thomas Wilson Supt: West Orton



1.4 - Photos, Product Versatility (con't) SuperTie used to match existing historic structure Jobsite: Carnegie Mellon, Pittsburgh, Pa. Contractor: John Deklewa & Sons, Inc. Supt: Kenneth Faux SuperTie in waste water tanks Jobsite: Miami Dade WWTP, Miami, Fl. SuperTie in Brush Creek floodwall Contractor: Pro-Built Construction Jobsite: Kansas City, Mo. Supt: Bill Shendell Contractor: Ellis Construction Co.



1.4 - Photos SuperTie with commercial hand-set forms, single-battered wall

Jobsite: Bridge over Charles River, Boston, Ma. Contractor: J.F. White / Morrison-Knudsen JV

Supt: Tony Massielo White colored SuperTie Rod in Olympic Monument Jobsite: Champaign, Ill. Contractor: Imperial Concrete Supt: Herb Grindley Tan colored SuperTie Rod w/ Ribbed Form Liner Jobsite: Laguna Hills, CA. Contractor: Weardco Construction Supt: Mark Felanc SuperTie, with RockGrip in Dam Rehab job Jobsite: Bowers Pond Dam Contractor: Safe Harbor Water Power Corp. Supt: Charles Roach

SuperTie™, Fiberglass Formtie Systems Section 2 - Light (6000 lb.) and Medium (15,000 lb.) Systems

RJD Industries, Inc. 26945 Cabot Rd. #105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 ---page 11 ---

Section 2

Light and Medium Systems

SuperTie™

(6000 lb. ultimate tensile strength)

and

SuperTie XV™

(15000 lb. ultimate tensile strength)



"SuperTie saved me many man hours on my tapered walls. Set up is simple and there is hardly any finishing

needed with this system."

Project Manager: Garld Blanton Company: Neosho Construction, Omaha, NE Job: Union Pacific Railroad, Santa Fe Springs, CA, featuring multiple structures, including single sided and battered wall forming applications.

SuperTie™ Fiberglass Formtie Section 2- Light (6000 lb) and Medium (15,000 lb) Systems

RJD Industries, Inc. 26945 Cabot Rd. #105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 ---Page 13---

$10,632.90 6400 sq. ft.

2.2 - Formtie Use Cost Comparison

SuperTietm (6000 lb. system) vs. snaptie

Example: Concrete wall (200'l x 16'h x 12"w) 3200 sq. ft. per side 6400 sq. ft. contact area, ties 2' on center = 800 ties

Procedure SuperTie vs. Snap Tie Forming: 1) Install snap tie, slip in one side (1 min. per tie x 800) -- 13.3 mh 2) Fish snap tie through second side (1 min. per tie x 800) -- 13.3 mh 3) Install hairpins onto snap ties (30 sec. per tie x 1600) -- 13.3 mh 4) Install SuperTie, secure Grippers & Wedges (1 min. per tie x 800)

13.3 mh --

Stripping: 1) Remove hairpins from snap ties (30 sec. per tie x 1600) -- 13.3 mh 2) Remove SuperTie Grippers & Wedges (30 sec. per tie x 1600)

13.3 mh --

3) Remove form from wall (extra time needed to slide form over snap ties)

-- 2.0 mh

4) Break snap ties, remove cones (2 min. per tie x 1600) -- 53.3 mh Finishing: 1) Grind SuperTie flush to wall (10 sec. per tie x 1600) 4.4 mh -- 2) Plug and patch snap tie cone holes (500 sq. ft. per man day) -- 102.4 mh

Total Man Hours: 31.0 mh 210.9 mh

Summary:

1) Labor costs, at $39.96/hr. (ENR 20 city avg carpenter 12/2005, adjusted to include supervision, payroll tax and workman’s comp insurance; = $ 482.00/md)

$ 1,867.75

$ 12,706.73

2) Materials: SuperTie Gripper ($8.95 x 1600 ÷100 uses) 143.20 -- SuperTie Rod ($.58 per ft., 800 pieces at 4 ft.) 1,856.00 -- SuperTie Wedges ($2.20 x 1600 ÷ 100 uses) 35.20 -- Snap ties, Heavy, long-end w/ cones and waterstop washer (800 ea. at $2.25)

-- 1,800.00

Snap tie hairpins ($1.77 x 1600 ÷100 uses) -- 28.32

Total Costs: $ 3,902.15 $14,535.05

Savings: $ 10,632.90 (=73%)

= $ 1.66 savings per sq. ft.

at 8 sq. ft. of contact area per tie, equals $ 13.28 per tie savings Rev 1/2006



"SuperTie is faster! You save time and money. Far better than snap tie, inner rod and she bolt systems that our company

previously used."

Superintendent: Rick Mitchell Company: DiCarlo Construction, Kansas City, MO Job: Bannister Federal Complex flood protection levee,

including fractured fin form liner and colored concrete. Specifying Engineer: Sverdrup Corp, for U.S. Army Corps of

Engineers

SuperTie™ Fiberglass Formtie Section 2- Light (6000 lb.) and Medium (15,000 lb.) Systems


$37,158.71 28800 sq. ft


SuperTie XVtm (15000 lb.) system vs. taper tie

Example: Concrete wall (800'l x 18'h x 18"w) 14400 sq. ft. per side 28800 sq. ft. contact area, ties 3' on center = 1600 ties

(in eight sections, 100 ft. per section @ 2 per week, total one month)

Procedure SuperTie XV vs. Taper Tie Forming: 1) Install taper ties and secure cat heads (4 min. per tie x 1600) -- 106.7 mh 2) Install SuperTie XV, secure Grippers & Wedges (1 min. per tie x 1600)

26.7 mh --

Stripping: 1) Field strip taper tie (knock loose cat head) (2 min. per tie x 1600)

-- 53.3mh

2) Remove taper tie (8 min. per tie x 1600) -- 213.3 mh 3) Remove SuperTie Grippers & Wedges (1 min per rod x 3200) 53.3 mh -- Finishing: 1) Grind SuperTie flush to wall (1 min. per tie x 3200) 53.3 mh -- 2) Plug taper tie holes (1000 at 40 per man day) -- 320.0 mh 3) Finish taper tie wall (1000 sq. ft. per man day) -- 230.4 mh


Summary:

1) Labor costs @ $39.96 (ENR 20 city avg. carpenter, 12/2005 adjusted to include supervision, payroll taxes and workmans comp insurance; =$ 482.00/ md)

$ 8,031.33 $ 55,652.92

2) Materials: SuperTie XV Gripper ($17.90 x 400 ea. ÷ 100 use life x 8 uses) 572.80 -- SuperTie XV Rod ($1.30 per ft x 5 ft. x 1600) 10,400.00 -- SuperTie XV Wedge ($9.60 x 400 ÷ 100 use life x 8 uses) 307.20 -- Taper ties (3/4" x 52") ($40.00 x 200 ÷ 100 use life x 8 uses) -- 640.00 Nut Washers ($11.07 x 200 ÷ 100 use life x 8 uses) -- 177.12

Total Costs: $19,311.33 $ 56,470.04

Savings: $ 37,158.71 (=65%)

. = $ 1.29 savings per sq. ft.

at 18 sq. ft. contact area per tie, equals $ 23.22 per tie savings

Rev 1/2006



2.3 - SuperTie Installation Guide SETUP 1. Cut fiberglass Rod to length required, using abrasive blade in a circular saw. Length of Rod is "width of structure (a) plus width of forms (b1 + b2) plus 16 inches (c1 + c2)" (use 18” for Medium system) see Figure 1. Example: Light system, 15" thick structure, form is 2x4 studs and wales with 3/4" plywood: Rod length = structure width (a) + forms width (b1 + b2) + 16" (c1 + c2) = 15" + 15 1/2" + 16" = 46 1/2" 2. Tie spacing is determined by standard industry practices; some typical tie spacings at common placement rates can be found in Table 1 (below). A more complete "Formtie Load Determination Chart" can be found in Section 4 of this booklet. After determining tie spacing, drill 3/8" holes in plywood (5/8” for Medium system).

SuperTie has an ultimate tensile strength of 6000 pounds; the ACI's recommended 2:1 safety factor advises a safe working load of 3000 lbs. SuperTie XV has an ultimate tensile strength of 15000 pounds, swl is 7500 pounds at 2:1. 3. Erect and brace forms. If an internal spreading mechanism is desired, a piece of Rod, which is cut to the desired thickness of the structure, can be attached to the rebar (if more than one mat of rebar is used) with tie wire prior to erection of the forms (see Figure 2a). If only one mat of rebar is used, SpreaderClip (part number SC6000 or SC15000) can be used to attach “spreader Rod”, onto a Rod being used as a tie, thereby holdingthe forms the desired distance apart (see Figure 2b).

Figure 1

Table 1 Some Typical Spacing / Placement Rates...

Tie Spacing Data Rate of Placement at Concrete Temperature

Form Pressure

Actual Load on tie

Horiz. Vert. Area 40o 60 o 80 o (psf) (pounds) Light: 6,000 lb. ultimate tensile strength system...

16” 16” 1.78 ft2 6’9” 10’ 10’ 1685 3000 24” 12” 2.00 ft2 6’ 10’ 10’ 1500 3000 24” 16” 2.67 ft2 4’4” 6’6” 10’ 1123 3000 24” 24” 4.00 ft2 2’8” 4’ 6’4” 750 3000

Medium: 15,000 lb. ultimate tensile strength system... 30” 24” 5.00 ft2 6’ 10’ 10’ 1500 7500 30” 30” 6.25 ft2 4’8” 7’ 10’ 1200 7500 30” 36” 7.50 ft2 3’9” 5’8” 9’ 1000 7500 36” 36” 9.00 ft2 3’ 4’6” 6’ 833 7500

NOTE: It is the responsibility of the contractor to control concrete mix design and concrete placement to assure that the maximum allowable form and form tie design loads are not exceeded.

SuperTie™ Fiberglass Formtie Section 1- Introductory Information


2.3 - SuperTie Installation Guide (con't)

Figure 3

Figure 2a

Figure 2b

The number of SpreaderClips to be used is determined by the structure width. SpreaderClips should be placed no more than 6" apart; a minimum of two (2) SpreaderClips must be used.

Figure 4

4. Examine Gripper, if it is excessively dirty and lacking lubrication on the inside, see “Gripper Maintenance” page 48. 5. Slide SuperTie Wedge and Gripper onto Rod (Fig. 3) (note: slide Gripper far enough onto the Rod so that 2" to 3" sticks out the back, to facilitate removal after use). Insert this assembly through the form. 6. To assure that the Gripper has engaged the Rod, slide a 1/4" x 6" pipe nipple (part number PF6000) (for Medium system, use 1/2” x 6” pipe nipple, part number PF15000) over the Rod and into the back of the Gripper, and tap by hand to ensure engagement (Fig. 4). 7. On opposite side, install second Wedge and Gripper. Assure Gripper engagement as in step 5. Continued…

SuperTie™ Fiberglass Formtie Systems Section 1 Introductory Information

RJD Industries, Inc. 26945 Cabot Rd. #105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 --Page 18--

2.3 - SuperTie Installation Guide (con't) 8. Set Wedge on both sides by hitting with hammer (Fig. 5). Grippers must rest on upper, flat portion of the Wedge. Nail to wale to keep Wedge from moving. Note: the gap between wales that is bridged by the Wedge should be no more than 3/4" (Fig. 6). You are now ready to place concrete. NOTES: Depending on the stiffness of the form, it may be necessary to fully set only one Wedge. On Commercially available hand-set forms (i.e. Patent’s and Symons’), a Wedge need only be used on one side of the form, on the other side, the Gripper can rest on the form rail. In any case, the Gripper must rest on the upper, flat portion of the Wedge.

NOTES SuperTie can be used with any job built or pre-manufactured form system as long as the tie holes are of adequate size for the rod to pass through. If it is necessary to remove the Gripper after sliding it onto the Rod, insert a standard screwdriver or 8p nail into the slot on the side of the Gripper, engaging the washer and applying pressure toward the large end of the Gripper. This can only be accomplished if no tension is on the system. SuperTie Rod will adhere to properly cured concrete. The presence of form release on the Rod will lessen the adhesion characteristics. In accordance with industry standards, form release agents should be applied prior to insertion of the ties.

Figure 5

Figure 6

Caution: if Gripper does not bear against highest

point of Wedge, tie failure may result.



2.3 - SuperTie Installation Guide (con't) STRIPPING 1. Grab Gripper and apply bending force; Rod will break (Fig. 7). Pull remainder of Rod through back of Gripper. Store Gripper and Wedge in a clean container for later reuse. Note: if you experience difficulty removing the scrap piece of Rod from the Gripper, see Gripper Maintenance Guide", on page 48. 2. Pull form back from structure, form will easily slide over smooth Rod. FINISHING 1. Your structure now has short lengths of fiberglass Rod protruding from it which can be removed by grinding (Fig. 8), chiseling or breaking, depending on users preference (grinding gives the smoothest finish). STIG 6/03

Figure 7

Figure 8



2.4 - SuperTie (Light and Medium Systems) Optional Accessories

The accessories related on the following pages are optional, for use when desired or in special forming applications...

Subject page WaterStop: for use when a water stop washer is demanded by specifications... 21 WalerWedge: for use if single wale forms are to be used... 22 RockGrip: Anchoring device for SuperTie Rod in single sided forming applications...

24

DoubleGrip: splicing device for use when time does not allow ordering special (long) lengths of Rod...

29



2.4.2 - WaterStop Although this WaterStop device is made available, certified tests show that it is not necessary. SuperTie performs equally well with, or without, WaterStop. See "Summary of Certified Tests", in Section 4 of this Catalog. Installation 1. Drill a 9/16" hole (3/4” for Medium system) in form to allow WaterStop to fit through. 2. After cutting fiberglass Rod to desired length, slip WaterStop onto Rod (hint: wetting WaterStop makes it slide onto Rod easily). 3. Install SuperTie in accordance with published instructions. Note: If a piece of SuperTie Rod is used (such as with SpreaderClip) as a form spreading device, WaterStop must also be installed onto the spreader. SC/WSIG 6/96

Figure 2



2.4.3 - WalerWedge™, Single Wale Form Bracket The WW6000 WalerWedge is used, in lieu of the H6000 Wedge, when "single-wale" forms are preferred. Installation Guide: SET UP 1. Cut fiberglass Rod to length required, using abrasive blade in a circular saw. Length of Rod is "width of wall plus plywood plus 16 inches". Example: 12" wall, form is 3/4" plywood with 2x4 wales... Rod length = wall width + plywood + 16" Rod length = 12" + 1 1/2" + 16" Rod length = 29 1/2" 2. Drill 3/8" holes in plywood. Spacing is determined by standard industry practices. (Note: RJD strongly recommends considering the sheathing strength limitations when using WalerWedge). 3. On side one, attach WalerWedges to plywood with two wood or sheet rock screws (see Figure 1). A wale may then be installed, and remain with the form. 4. Slide a Gripper onto Rod (note: slide Gripper far enough onto the Rod so that 2" to 3" sticks out the back, to facilitate removal after use). Insert this assembly through the form. Slide a 1/4" x 6" pipe nipple (PF6000) over the Rod and into the back of the Gripper and tap by hand to ensure engagement (see Figure 2). 5. Install Spreaders (Rod with SpreaderClips, or other, temporary, method can be used). 6. On opposite side, install second WalerWedge and Gripper; using PF6000 pipe nipple, assure engagement of Gripper, as in step 4. Then tap WalerWedge with hammer to apply tension to the system (see Figure 3). Note: As when the H6000 Wedge is used, the Gripper must rest on upper, flat portion of Wedge (see Figure 6, page 18). continued...

Figure 1

Attach WalerWedge to one side of form

Figure 2

Figure 3



2.4.3 - WalerWedge (con't) 7. Using a hammer, drive 2x4 wale into position (see Figure 4). You are now ready to place concrete. 8. Strip and Finish as illustrated in SuperTie Installation Guide. NOTES: WalerWedge allows use of a single type of fixture, even where "scabbing" is necessary. Where "scabbing" 2x4's (at the point where the end of two wales butt together), the "scab" 2x4 should extend across two WalerWedges (see figure 5, below).

Figure 4

Figure 5

SuperTie™ Fiberglass Formtie Systems Section 2- Light (6000 lb.) and Medium (15,000 lb.) Systems


2.4.4 RockGrip™ Anchor System (Light and Medium Systems) RockGrip is a mechanism that allows SuperTie to be used in single sided forming applications. It is mechanical in nature, requiring to be "set" by use of the "RockGrip Setting Tool", which can be used in either the "Power” version (driven by a Roto-Hammer) or "Manual” version (driven by hand). Installation Guide: 1) Select locations where RockGrip is to be installed(1), determine tie spacing pattern by referring to "Formtie Load Determination Chart" in Section 4.2(2). Using an electrically operated Roto-Hammer, with a 1" diameter drill bit(3) (1-1/4” dia. for Medium system), drill to a depth of at least 2 3/4 inches(4) (3

3/4” for Medium system(5)). Clean out the debris from the hole with compressed air or a hand held aspirator.

Notes: (1) A minimum of 18 square inches of sound material must surround each RockGrip installation. If less is available, on site testing should be done to determine suitability. (2) SuperTie with RG6000 RockGrip has an ultimate tensile strength of 6000 pounds, the ACI recommended 2:1 safety factor yields a safe working load of 3000 pounds. (3) Drill bit must conform with ANSI B94.12 (diameter 1.042 to 1.030 for Light system, or diameter 1.300 to 1.285 for Medium system). (4) Light system: Testing was done in material with compressive strengths of 2200 pounds or more. If job-site material is of lesser compressive strength, on-site testing will be required to determine the depth of the hole required to develop sufficient hold (if more than 7 inches, a special RGPST-B will be needed) (5) Medium system: If compressive strength of imbed material is at least 3000 pounds, a hole depth of at least 33/4" is sufficient. If 2200 pounds, drill at least 41/2" deep; if imbed material is less than 2200 psi, on-site testing must be done to find depth required (if more than 7 inches, a special RGPST-C will be needed).

2) Determine the length of Rod required for the installation. Rod length is "depth of hole (a), plus width of structure (b), plus width of form (c), plus 8" for the Gripper (9” for Medium system Gripper) see Figure 1. 3) Assemble RockGrip onto Rod; the RockGrip unit will be positioned so that the back end of the jaw cluster will enter the hole before the shell (see figure 2). Then slide assembly into the hole that was drilled in step 1 (see Figure 3). Tap on the free end of the Rod to assure that it has reached the bottom of the hole. continued...

Figure 1

Figure 2

Figure 3



2.4.4 RockGrip Anchor System (con't) 4) Setting the RockGrip can be either “manual” (see Figure 4) or “power driven” (see Figure 5), depending on your preference. Use of a Roto-Hammer is particularly useful if there is reinforcing bar that has already been placed which might hinder manual setting. 5a) If using “manual” Setting Tool, slide it over the Rod with substantial force, striking the RockGrip unit. Do this several times. The RockGrip is set when the shell is split (see step 6).

5b) If use of a Roto-Hammer is preferred, the RockGrip Power Setting Tool (RGPST-) compenents can be used. Assemble a sufficient number of components of the RockGrip Setting Tool to fit over the entire length of Rod being used; Part A fits into an SDS Max Roto-Hammer chuck, use –B for Light (6000 pound system) RockGrip, use –C for Medium (15,000 pound system) RockGrip; then as many 18” and/or 24” extensions as required. Using "hammer" selection, hold Setting Tool assembly firmly against the RockGrip shell (as in Figure 5) and apply power for approximately 30 seconds. The RockGrip is set when the shell is split (see step 6).

continued...

Figure 4

Manual operation of Setting Tool (DO NOT hit tool with a hammer)

part number description Rod covered RGPST-A Driven End 0" RGPST-B 6K Driver 12" RGPST-C 15K Driver 12” RGPST-D1 18" Extension 18" RGPST-D2 24" Extension 24"

Figure 5

Operation of Setting Tool, using Roto-Hammer. Use part C in lieu of B for Medium system.



2.4.4 RockGrip Anchor System (con't) 6) Pull Setting Tool away from the RockGrip a few inches to allow visual inspection of the RockGrip shell. It should be split, indicating that the unit is adequately set (see Figure 6). If no split is visible, repeat Step 5. 7) An additional piece of Rod may be used to provide a method of aligning the form. Using a 5/16" drill bit (1/2” for Medium system), make holes about 2" deep, into which the "spreader" can be inserted (see Figure 7). Cut these "spreader Rods" to an appropriate length so that the form will be aligned when touching them.

8) Slide form panels onto the anchored ties, up against the "spreader Rods", then assemble Grippers and Wedges as described in "SuperTie Installation Guide". Place concrete. RGIG 6/2002

Figure 6

Unit set when split is visible

Figure 7

completed assembly, ready for placement of concrete

note: Gripper must rest on flat, upper point of Wedge (see Figure 6, page 18)



2.4.4.1 - Formtie Use Cost Comparison

RockGrip™ Anchoring System (6000 lb. System) vs. 1/2" Wedge Anchor

Example: Single sided forming application for concrete (200'l x 20'h x 18"w) 4000 sq. ft. of form and contact area. Note: In this example, SuperTie and RockGrip are placed 24" on-center, total 1000 ties; since the RG6000 develops significantly more safe working load (SWL) than a standard wedge anchor, use of standard wedge anchor would involve 2380 ties.

Procedure RockGrip vs. Wedge Anchor Drilling: For RG6000 (1" dia. x 2 1/8" depth)(1000 each x 3 minutes) 50 mh -- For Wedge Anchor (5/8" x 3" depth)(2380 each x 2 minutes) -- 79 mh Anchor Set: RG6000 (1000 each x 1 minute) 17 mh -- Wedge Anchor (2380 each x 1 minute) -- 40 mh Forming: Install SuperTie Grippers and Wedges (1000 each x 1 minute) 17 mh -- Install 1/2" She-Bolt and Rod (2380 each x 4 minutes) -- 159 mh Stripping: Remove SuperTie Grippers and Wedges (1000 each x 1min.) 173 mh -- Remove She-Bolts (2380 each x 3 minutes) -- 119 mh Finishing: Grind SuperTie Rod flush with structure(1000 each x 1 minute) 17 mh -- Plug She-Bolt Holes(2380 each @ 80 per man day) -- 238 mh (She-Bolts) Finish Structure(4000 sq ft @ 1000 sq ft per manday) -- 32 mh

Total Man Hours: 118 mh 595 mh

Summary:


$ 7,109.50 $ 35,848.75

2) Materials: RG6000: 1000 ea. @ $5.30 5,300.00 -- SuperTie Grippers & Wedges($11.15 x 1000 ÷ 100 uses) 111.50 -- SuperTie Rod (36" x 1000 ea. @ $.58 per ft.) 1,740.00 -- 1/2” Wedge Anchors (2380 ea. @ $2.10) -- 4,998.00 She-Bolt and Running Nut (2380 ea. x $28 ÷ 100 uses) -- 478.30 1/2" Inner Rods (2380 ea. , 24" ea. @ $1.05 per ft.) -- 4,998.00

Total Costs: $14,261.00 $46,323.05

Savings: $32,062.05 (=69%)

Rev 1/2006



2.4.4.2 - Formtie Use Cost Comparison

RockGrip™ Anchoring System (15000 lb. System) vs. 1/2" Rock Anchor

Example: Single sided forming application for concrete (200'l x 20'h x 18"w) 4000 sq. ft. of form and contact area. Note: In this example, SuperTie XV and RockGrip are placed 36" on-center, total 450 ties; since the RG15000 develops significantly more safe working load (SWL) than a 1/2” Rock Anchor, use of 1/2” Rock Anchor would involve 800 ties.

Procedure RockGrip vs. Rock Anchor Drilling: For RG15000 (11/4" dia. x 3" depth)(450 each x 4 minutes) 30 mh -- For Rock Anchor (1 3/8" x 6" depth)(800 each x 6 minutes) -- 80 mh Anchor Set: RG15000 (450 each x 1 minute) 7.5 mh -- Rock Anchor (800 each x 1 minute) -- 13.3 mh Forming: Install SuperTie XV Grippers and Wedges (450 each x 1 minute) 7.5 mh -- Install 1/2" Coil Tie, Rod and Bolt (800 each x 4 minutes) -- 53.3 mh Stripping: Remove SuperTie XV Grippers and Wedges (450 each x 1min.) 7.5 mh -- Remove Coil-Bolts (800 each x 1 minutes) -- 13.3 mh Finishing: Grind SuperTie XV Rod flush with structure(450 each x 1 minute) 7.5 mh -- Plug Coil-Bolt Holes(800 each @ 80 per man day) -- 80 mh (Coil-Ties) Finish Structure(4000 sq ft @ 1000 sq ft per manday) -- 32 mh


Summary:


$ 3,964.45 $16,381.97

2) Materials: RG15000: 1000 ea. @ $6.30) 6,300.00 -- SuperTie XV Grippers & Wedges ($25.20 x 450 ÷ 100 uses) 113.40 -- SuperTie XV Rod (42" x 450 ea. @ $1.30 per ft.) 2,047.50 -- 1/2” Rock Anchors (800 ea. @ $6.12) -- 4,896.00 Coil Tie, 10”, 2 strut (800 ea. @ $1.45) -- 1,160.00 Coil-Bolt and Flat Washer (800 ea. x $1.96 ÷ 100 uses) -- 15.68 1/2" Coil Rods (800 ea. , 18" ea. @ $.90 per ft.) -- 1,080.00

Total Costs: $12,425.35 $23,533.65

Savings: $11,108.30 (=47%)

Rev 1/2006

SuperTie™, Fiberglass Formtie Systems Section 2 - Light (6000 lb.) and Medium (15000 lb) Systems


2.4.5 DoubleGrip, Rod Splicing Mechanism DoubleGrip is a device which allows two pieces of SuperTie Rod to be spliced together in situations where longer than standard lengths are required and time does not allow the lead time required for the manufacture of special order lengths. SuperTie Rod is inserted into both ends of the DoubleGrip (see Fig. 1), it is important that both are inserted to the midpoint of the DoubleGrip unit.

The mechanism within the DoubleGrip acts in the exact same manner as that which is inside the Gripper. However, within the DoubleGrip there are two sets of jaws. With DoubleGrip, since there are two additional sets of jaws, it is necessary to set each Wedge twice (or one Wedge four times)... after setting the Wedge in accordance with the basic system Installation Guide, 1 - Tap the Wedge to loosen it, 2 - Drive the Gripper forward until it rests on the lower, flat portion of the Wedge, then 3 - Reset the Wedge (Fig. 2a-c).

DGIG 6/96

Figure 1

Figure 2

SuperTie™ Fiberglass Formtie Systems Section 1 Introductory Information


2.5.1- Component Price List

For Light (6000# ultimate strength) System:

PRODUCT NUMBER

DESCRIPTION OF PRODUCT

PACKAGING INFORMATION

SHIPPING WEIGHT

COST AND UNIT

MEASURE

MONTHLY RENTAL

(per each) R6/12G .308" dia. Rod

6000 lb. ultimate strength. 12 ft. lengths, gray color.

50 per bundle (total 600 feet)

36 lbs $ 378.00 / bundle n/a

R6/20G .308" dia. Rod 6000 lb. ultimate strength. 20 ft. lengths, gray color.

50 per bundle (total 1000 feet)

60 lbs $ 630.00 / bundle n/a

GND6000 New Gripper 100 per bucket 76 lbs. $ 13.90 / each $ 0.95 BP615 Bearing Plate 50 per box 52 lbs. $ 2.90 / each $0.40 G6000 Gripper 100 per bucket 46 lbs $ 9.95 / each $0.80 PF6000 1/4" x 6" pipe nipple

(one each supplied with each bucket of Grippers)

25 per box 5 lbs $ 2.72 / each n/a

H6000 Wedge 100 per box 27 lbs $ 2.60 / each $0.20 SC6000 SpreaderClip 1000 per box 5 lbs $ 122.00 /box n/a WW6000 WalerWedge 50 per box 40 lbs $ 11.70 / each $0.40 WS6000 WaterStop 1000 per box 11 lbs $ 122.00 /box n/a RG6000 RockGrip 50 per box 23 lbs $ 5.40 / each n/a

RGMST6 RockGrip Setting Tool (manual) 1 per box. 6 lbs. $ 120.00 / each $14.00

RGPST- Part-A Part-B Part-D1 Part-D2

RockGrip Setting Tool (for use with Roto-Hammer) Part A: Driven End Part B: 6k Driver Part D1: 18" Extension Part D2: 24" Extension

1 each 1 each 1 each 1 each

1 lbs 3 lbs 3 lbs 5 lbs

$ 65.00 / each $ 70.00 / each $ 85.00 / each $ 90.00 / each

$ 7.00 $ 8.00 $ 10.00 $ 11.00

DG6000 DoubleGrip 50 per box 42 lbs $ 22.00 / each n/a GripperServ Maintenance of Gripper n/a n/a $ 0.30 / Gripper n/a GMK615 Gripper Maintenance Kit 1 each 1 lbs $ 24.00 / each n/a GMSC-1000 Biodegradable Gripper Clean

ing Solution (concentrated) 1 gallon 9 lbs. $ 24.00 / gal. n/a

Lube-R-Coat Gripper Lubricant 1 gallon 8 lbs. $ 24.00 / gal. n/a

All Rod can be made in virtually any length or color. Four weeks lead time required. Call for details.

SuperTie Systems are sold exclusively through quality construction materials dealers. Call for the name of the dealer nearest you.

PL30L 7/2009

SuperTie™ Fiberglass Formtie Section 2 – Light (6000 lb. And Medium (15,000 lb.) Systems


Section 2.5.2 - Component Price List

For Medium (15,000 lb. ultimate tensile strength) System:

PRODUCT NUMBER


PACKAGING DATA

SHIPPING WEIGHT

COST AND UNIT

MEASURE

MONTHLY RENTAL

RATE R15/20G .500" dia. Rod

20 ft. lengths, gray color. 18 per bundle (total 360 feet)

62 lbs $ 475.20 /bundle n/a

GND15000 New Gripper 50 per bucket 56 lbs. $ 22.90 / each $1.55 /ea. BP615 Bearing Plate 50 per box 52 lbs $ 2.90 / each $0.40 /ea. G15000 Gripper 50 per bucket 52 lbs $ 18.90 / each $1.10 /ea. PF15000 1/2" x 6" pipe nipple

one each provided with each bucket of Grippers

25 per box 10 lbs $ 2.72 / each n/a

H15000 Wedge 50 per box 30 lbs $ 9.30 / each $0.40 /ea. SC15000 SpreaderClip 500 per box 12 lbs $ 125.00 / box n/a WS15000 WaterStop 1000 per box 8 lbs $ 122.00 / box n/a RG15000 RockGrip 50 per box 38 lbs $ 6.80 / each n/a

RGMST15 RockGrip Setting Tool (manual only) 1 per box 8 lbs $ 125.00 / each $14.00 /ea.

RGPST- Part-A Part-C Part-D1 Part-D2

RockGrip Setting Tool (for use with Roto-Hammer) Part A: Driven End Part C: 15K Driver Part D1: 18" Extension Part D2: 24" Extension

1 each 1 each 1 each 1 each

1 lbs 2 lbs 3 lbs 5 lbs

$ 65.00 / each $ 70.00 / each $ 85.00 / each $ 90.00 / each

$ 7.00 /ea. $ 8.00 /ea. $10.00 /ea. $11.00 /ea.

DG15000 DoubleGrip 25 per box 45 lbs $ 36.00 /each n/a GripperService Maintenance of Gripper n/a n/a $ 0.30 / each n/a GMK615 Gripper Maintenance Kit 1 each 1 lbs $ 24.00 / each n/a

GMSC-1000 Biodegradable Gripper Clean-ing Solution (Concentrate) 1 gallon 9 lbs. $ 24.00 / gal n/a

Lube-R-Coat Gripper Lubricant 1 gallon 8 lbs. $ 24.00 / gal. n/a



PL30M 7/2009

SuperTie™, Fiberglass Formtie Systems Section 2 - Light (6000 lb.) and Medium (15000 lb) Systems



SuperTie™, Fiberglass Formtie Systems Section 3 - Heavy (50,000 lb.) System


Section 3

Heavy System

SuperTie 50K™

(50,000 lb. ultimate tensile strength)



SuperTie 50K, mounted for use with commercially available aluminum stiffback / steel beam form system...




SuperTie 50Ktm (50,000 lb.) system vs. taper tie

Example: Concrete wall (800'l x 40'h x 24"w) 32,000 sq. ft. per side 64,000 sq. ft. contact area, ties 5' on center = 1,280 ties

(gang form 100 ft. long, equals 4000 sq. ft.)

Procedure SuperTie 50K vs. Taper Tie Forming: 1) Install taper ties and secure cat heads (4 min. per tie x 1280)

-- 85.3 mh

2) Secure SuperTie 50K Gripper (1st set up only) (3 min. per Gripper x 320)

16.0 mh --

3) Install SuperTie 50K Rod (1 min. per tie x 1280) 21.3 mh -- Stripping: 1) Field strip taper tie (knock loose cat head) (2 min. per tie x 1280)

-- 42.7 mh

2) Remove taper tie (8 min. per tie x 1280) -- 170.7 mh 3) Loosen SuperTie 50K Grippers (.5 min per rod x 2560)

21.3 mh --

Finishing: 1) Grind SuperTie flush to wall (2 min. per tie x 2560) 85.3 mh -- 2) Plug taper tie holes (1280 at 30 per man day) -- 341.3 mh 3) Finish taper tie wall (1000 sq. ft. per man day) -- 512.0 mh Total Man Hours: 143.9 mh 1152 mh

Summary: 1) Labor costs, at $39.96/hr. (ENR 20 city avg carpenter 12/2005, adjusted to include supervision, payroll tax and workman’s comp insurance; = $ 482.00/md)

$ 8,669.90 $ 69,408.00

2) Materials: SuperTie 50K Gripper ($189.00 x 320 ÷ 100 use life x 8 uses) 4,838.40 -- SuperTie 50K Rod ($3.30 per ft x 1280 @ 6 ft.) 25,344.00 -- Taper ties ($80.00 x 160 ÷ 100 use life x 8 uses) -- 1,024.00 Wing Nuts and Plate Washers ($60.02 x 160 ÷ 100 x 8) -- 768.26 Total Costs: $38,852.38 $71,200.26

Savings: $32,347.88 (=45%)

$32,347.88 ÷ 64000 sq. ft. = $.50 savings per sq. ft. at 50 sq. ft. contact area per tie, equals $25.00 per tie savings

Rev. 1/06



3.2 SuperTie 50K™ Installation Guide FORM ERECTION 1. This G50K Gripper has been shipped partially assembled. It is necessary for you only to attach the base plate. The Gripper Body, Base Plate and Mounting Screws are enclosed; to assemble, stand the Barrel on the Force Tube, align the base plate so that the holes line up as shown in the drawing, then insert and tighten the Mounting Screws. A 3/16" Allen Wrench is required(see figure 1). 2. Assemble concrete formwork, sheathing and support members. The SuperTie 50K Gripper must be securely attached directly to vertical or horizontal stiffening members. Use appropriate length 1/2" "J" or "hook" bolts, or those furnished with certain slotted aluminum beam systems (see figure 2). Drill 11/4" diameter hole in sheathing, and assure that the SuperTie 50K Gripper is lined up with the hole. Assure that the SuperTie 50K Gripper set/release device, the threaded Force Tube, is in a fully retracted (turned counterclockwise) position. After the Force Tube has reached the fully retracted position, turn it 1/8 turn clockwise to allow free movement of the internal components. Note: Standard industry practices are used to determine formtie spacing; a 2:1 safety factor, as is recommended by the American Concrete Institute, yields a 25,000 pound safe working load for this system. 3. Erect, align and brace forms. To tighten forms to desired width, or to an existing structure, or to align formtie holes, use 1/2" or 3/4" diameter threaded members, (temporarily) passed through the SuperTie 50K Grippers, then tighten threaded members to draw forms together. If desired, forms can be spread to proper distance apart with use of scrap pieces of SuperTie Rod (can use Rod from either 50K system (1" dia.) or 15K system (1/2" dia.)).

continued...

figure 1

NOTE: Mounting Screws must be securely attached

Mounting Screws Base Plate Body Force Tube

figure 2 Note: the SuperTie 50K Gripper is shown in the horizontal position, but may be rotated as necessary to fit project conditions. Assure that uniform bearing exists between the formwork member and the base plate of the Gripper (gap between formwork members can be no more than 3 inches..



3.2 SuperTie 50K Installation Guide (con't) 3. Cut fiberglass Rod to the lengths required, using an abrasive or diamond blade in a circular, or cut off saw. The Rod length required is determined by adding the width of the structure being built, plus the width of the forms, plus an additional 12 inches (6" per side). See figure 2.

4. Slide Rod through the rear end of the Gripper, through the forms and through the nose end of the Gripper on the opposite side. The ends of the Rod must extend at least to the outboard ends of the Gripper body. Using either a 3 or 4 ft. long “cheater bar” on a 11/2" pin wrench, turn the Force Tube clockwise to engage the Rod (see figure 3); tighten “good and snug” (minimum force of 125 ft. lbs., maximum 200 ft. lbs.). 5. Assure that the forms are spread to the desired distance apart, then lock the Gripper on the opposite side in the same manner as described in step 4. The two, locked G50K Grippers act as a positive spacing device. You can now place the concrete. Note: as concrete is placed, the Force Tubes will become loose, DO NOT re-tighten.

continued...

figure 2

Length of Rod equals width of structure (a), plus width of forms (b), plus 12" for the Grippers (c).

Add an additional 6 inches to one side if JD50K Jacking Device is to be used.

figure 3

turn clockwise to engage locking mechanism, using a “cheater bar” to apply 125 to 200 ft. lbs. of force to the Force Tube (“good and snug”). NOTE: the Base Plate must be securely attached to the formwork.



3.2 SuperTie 50K Installation Guide (con't)

STRIPPING 1. Cut the Rod between Gripper and the sheathing by using a sabre saw or hand held grinder (see fig 4). 2. Loosen the Gripper with a 11/2" pin wrench by turning counter clockwise, until the internal mechanism hits the rear cap. 3. The forms can now be removed from the structure by pulling them back until they are beyond the end of the Rods. FINISHING 1. After the forms have been removed, use a circular grinder to grind the small stubs of Rod flush to the surface of the structure. NOTES The illustrations used in this Installation Guide depict the SuperTie 50K system used in conjunction with a Symons' Steel Stiffback / Aluminum Beam Form System, however the SuperTie 50K system may be used with any form system which will allow hardware mounting. To reduce costs, if space allows, the portion of Rod that is outside the structure (through the form and the Gripper), may be re-used, by leaving an additional length out the side (see Figure 5). Industry standards regarding loading of re-usable formties apply.

ST50KIG05/98

figure 4

Use a grinder to cut the Rod, making removal of forms easier.

Figure 5

|<----------first use--------------->| |<----------second use----------->|



Section 3.3 SuperTie 50K (Heavy System) Optional Accessories The accessories related on the following pages are optional, for use when desired or only in special forming applications...

subject page Batter Shim: for use when battered structures are being built... 40 Jacking Device: for pulling forms together... 41 WaterStop: for use when a water stop washer is demanded by specifications... 42



3.3.1 SuperTie 50K Installation Guide (Battered Walls)

Special Application: Erection of Battered Walls

During the erection of a battered wall form with SuperTie 50K, special attention must be made to the installation of the SuperTie 50K Grippers, as the Rod must pass straight through the Grippers (not bent) when set up is complete. 1) Determine the angle of the batter (number of degrees from vertical). For each 3 degrees of batter (approximately 5/8 inch in 12 inches), add one each SH505 shim. 2) Position the Gripper on the beam so that the Rod, when passed through the Gripper, aligns with the hole in the sheathing. 3) Depending on the amount of angle of batter, the hole in the sheathing may have to be adjusted (enlarged or shifted) to accommodate the passing through of the Rod.

figure 1

Mounting of Gripper on battered wall form (with Grippers mounted horizontal). Use one shim for each 3o of batter.

SuperTie™ Fiberglass Formtie Systems Section 3- Heavy (50,000 lb.) System


3.3.2 - Jacking Device The JD50K, Jacking Device, is used when forms require substantial pressure to be applied to draw the opposing sides closer together. As this device is used externally, and attached to the SuperTie 50K Rod, the Rod must be cut to a longer lengths than would otherwise be necessary; at least 5" of Rod must protrude beyond the back of the Gripper where the Jacking Device is to be used. USE GUIDE: 1) On the opposite side of the form, install and tighten Gripper as described in the SuperTie 50K Installation Guide. On the side where the Jacking Device is to be used, loosen the Gripper Force Tube by turning counter clockwise. 2) Loosen the wing nuts on the Restraining Collar (which is permanently attached to the Platten Channel). 3) Slide the Jacking Device over the Rod. The Bearing Channel must rest on the Gripper Body, and the Platten Channel must be close to the Bearing Channel. 4) Uniformly tighten the wing nuts on the Restraining Collar around the Rod. 5) Turn the Tensioning Bolts clockwise, evenly, until desired formwork alignment is achieved, then tighten the Gripper Force Tube. Do not re-tighten Force Tube in Gripper on opposite side. 6) Release the wing nuts on the Restraining Collar, and remove the Jacking Assembly. NOTE: See page 36, paragraph 3 (3.2.3) for alternative method to draw form sides together. 50KJD08/98

Figure 1

Components of the Jacking Device, shown in-situ



3.3.3 WaterStop Installation 1. Drill a 11/2" hole in form to allow WaterStop to fit through. 2. The Rod will not fit through the Gripper with a WaterStop on it, so the WaterStop must be applied to the Rod after it has been inserted through the first Gripper. This is done by slipping the Rod through the Gripper, then slipping the WaterStop onto the Rod (hint: wetting WaterStop makes it slide onto rod easily) before the Rod is inserted through the hole in the form sheathing (see Figure 1). 3. Install SuperTie 50K in accordance with published instructions. Note: If a piece of SuperTie rod is used as a form spreading device, WaterStop must also be installed onto the spreader. Although this WaterStop device is made available, certified tests show that it is not necessary. SuperTie performs equally well with, or without, WaterStop. See "Summary of Certified Tests".

Figure 1

Installing WaterStop as Rod is inserted into form

Figure 2

Illustrates proper location of installed WaterStop



Section 3.4 - Component Price List

For Heavy (50,000 lb. ultimate tensile strength) System:

PRODUCT NUMBER


PACKAGING INFORMATION

SHIPPING WEIGHT

COST and UNIT MEASURE

MONTHLY RENTAL

R50/20G

1.0" dia. Rod 20 ft. lengths, gray color.

7 per bundle

88 lbs

$ 462.00 /bundle

n/a

G50K

Gripper with Plate

(varies)

11 lbs/ea.

$ 189.00 / ea.

$ 14.00 /each

SH505

Shim (for battered walls)

25 per box

25 lbs.

$ 520.00 /box

$ 1.00 /each

JD50K

Jacking Device

1 per box.

12 lbs.

$ 168.00 /each

$ 8.00 /each

WS50K

WaterStop Washer

100 per box

3 lbs.

$ 20.00 /box

n/a

GripperService

Maintenance of Grippers by RJD

each

n/a

$ 1.00 / each

n/a

GMK50K

Gripper Maintenance Kit

1 each

5 lbs.

$24.00 /each

n/a



PL27H 2/2008

SuperTie™, Fiberglass Formtie Systems Section 4 - Supplementary Information


Section 4

Supplementary Information

SuperTie™

SuperTie XV™ SuperTie 50K™




4.1 Suggested Specifications Contract specifications pertaining to concrete accessories (including form ties) are typically written as either a "Performance Specification" or a "Detailed Specification". Examples of both, for use to allow or specify SuperTie follows... 1) Performance Specification, CSI Format -

Division 03300 - Cast in Place Concrete

Concrete Forming - Finished concrete structures shall be {insert as applicable: architectural (add requirements); dimensionally true (add requirements, i.e. flatness, elevation, vertical); watertight (add water pressure); completely colored per specification (add color reference); finished in accordance with paragraph (add paragraph number); resistant to corrosive environment (add corrosive levels); capable of attenuating nuclear energy (add levels)}.

Concrete forming shall be accomplished using no formties or formties which leave no metal in the structure. Removable formties are not acceptable. Acceptable formties to be left in place are fiberglass, as manufactured by RJD Industries, Inc., Laguna Hills, California.

Formties are to meet the requirements of (choose one or more) ACI 303, Guide to Cast in Place Architectural Concrete (paragraph 4.7), ACI 347, Guide to Formwork for Concrete (4.3 and/or 5.3), ACI 350, Environmental Engineering Concrete Structures (4.4.3).

2) Detailed Specification, CSI Format -

Division 03100 - Concrete Forms and Accessories Paragraph 2.3 Formwork Accessories Sub-paragraph A Formties

1) For {insert as applicable: non-architectural; non-water bearing} concrete structures which will {insert as applicable: not be in view; be buried below finished grade}, use carbon steel material, factory fabricated, removable or stay in place snap off type form ties, designed to prevent form deflection and to prevent spalling concrete surfaces upon removal. Unless otherwise indicated, provide formties so that the portion remaining within the concrete after form removal is 11/2" below the finished concrete surface and will leave a maximum hole no larger than 1" in diameter in the concrete surface. De-glaze all formtie holes and patch all holes with non-shrink grout.

2) For {insert as applicable: architectural (add requirements); dimensionally true (add requirements i.e. flatness, elevation, vertical); watertight (add water pressure); completely colored per specification (add color reference); finished in accordance with paragraph (add paragraph number); resistant to corrosive environment (add corrosive levels); capable of attenuating nuclear energy (add levels and requirements for lead plugs)}; form ties and material which remain in the structure shall be type 316 stainless steel with a factory applied neoprene water stop. The entire surface of the structure, exposed to view, shall be finished (sacked, plastered) to a uniform color and texture. {Here insert (painting) or (staining) or (cementitious plaster) finish}.

3) In lieu of formties specified in sub paragraph 1 or 2 above, fiberglass formties, as manufactured by RJD Industries, Inc., Laguna Hills, Calif., shall be used. Fiberglass ties shall be {insert as applicable: standard gray color (or other color desired)}. The concrete structure shall be finished by grinding the fiberglass formtie flush with the finished surface of the structure. Voids (specify limits) in the concrete surface shall be finished as required.

{If tapered architectural holes are required, insert: Dummy tapered cones (add size) shall be fastened to the interior of the formwork to achieve the specified pattern on the finished structure.}

Formties are to meet the requirements of (choose one or more) ACI 303, Guide to Cast in Place Architectural Concrete (paragraph 4.7), ACI 347, Guide to Formwork for Concrete (4.3 and/or 5.3), ACI 350, Environmental Engineering Concrete Structures (4.4.3).

SPEC6 v1.2 04/06



4.2 Formtie Load Determination

Lateral Pressure per Square Foot of Form Influencing Tie (based on ACI Committee 347 pressure formulae*)

Rate of Placement

Temperature of Concrete, in degrees Fahrenheit

(ft./hr.) 90o 80o 70o 60o 50o 40o 1 250 262 278 300 330 375 2 350 375 407 450 510 600 3 450 488 536 600 690 825 4 550 600 660 750 870 1050 5 650 712 793 900 1050 1275 6 750 825 921 1050 1230 1500 7 850 938 1050 1200 1410 1725 8 881 973 1090 1246 1466 1795 9 912 1008 1130 1293 1522 1865 10 943 1043 1170 1340 1578 1935

* NOTE: These formulae assume use of standard concrete with no admixtures and a slump of no more than four inches, with a vibrator depth of no more than four feet below the surface of the concrete.

Example Tie spacing Computation: Use of 6000# ultimate strength system (= 3000# s.w.l. at 2:1 safety factor)...

In this example, the concrete temperature is 60 degrees F., and the Rate of Placement is to be 4 ft. per hour. From the chart, see that the lateral pressure will be 750 pounds per square foot.

Step 1) To determine the maximum square feet of coverage per tie, divide the pressure per square foot (from chart above) into the safe working load...

3000# s.w.l. 750# per sq. ft.

= 4 sq. ft.

Step 2) Determine tie spacing that allows tie coverage desired...

b) 4 sq. ft. = 2 ft.

Hence, in this example, each tie could cover 4 sq. ft., a common layout for which would be "2 feet on center".

NOTE: It is the responsibility of the contractor to assure forms design is sufficient for loads generated.



4.3 Gripper Maintenance (light and medium system) Equipment and Supplies Required:

! 3 cubic foot concrete mixer. ! Air compressor, capable of maintaining 50-60 psi. " Trigger operated air gun with venturi nozzle and needle nozzle - for lubricating. (Interstate Pneumatic - B300 , BT5 and BX3 or equal) " Vinyl tubing, 1/4 I.D., approx. 4 ft. length, for siphoning. " 5/16" dia. (or 1/2" dia. for G15000) x 12" long, smooth steel rod. ⌧ Biodegradable cleaning solution (GMSC-1000, or equal). ⌧ Liquid lubricant (Lube-R-Coat, or equal).

Note: Items marked with a " are available in the GMK615 Gripper Maintenance Kit, and those marked with a ⌧ are available separately. See Price List. Maintenance Operations: 1. Remove Rod - some Rod may have

been left in the Grippers, generally, it will be easily removed by hand. If the system was loaded to close to its ultimate tensile strength, it may be difficult to remove; to remove it, hold the Rod sticking out of the large end, and tap Gripper with a hammer (see figure 1a). If removal is still difficult, use the steel rod, fixed in a vise, to push the Rod out of the Gripper. (See Figure 1b)

2. Tumble Grippers - Place 150+/- G6000

Grippers (100+/- G15000) in the concrete mixer, add 1+/- cup GMSC-1000 and 2+/- gallons water, and tumble for 15 to 30 minutes, depending on the condition of the Grippers. (See Figure 2). Tumbling releases materials from inside the Grippers and cleans the exterior. The exterior will come out with a "hammered" finish. Note: this is a noisy operation, so isolate the mixer, or use some other method of sound proofing.

continued...

Figure 1 a... b...

Optional methods of removing Rod scraps from Grippers

Figure 2

Place Grippers into mixer, add water and cleaning solution



Gripper Maintenance, continued... 3. Dump the dirty water out of the mixer (and properly dispose of it), leaving the Grippers inside. Add 1+/- cup

of GMSC-1000 and 2+/- gallons of water, and tumble for 15 to 20 minutes. This cleaning solution leaves a coating on the Grippers that helps to keep concrete from adhering to them.

4. Lubricate - With venturi and needle point

nozzle, lubricate Gripper's internal mechanism by inserting nozzle into nose of Gripper, working jaws back while applying air pressure / lubricant. A small amount of lubricant is all that is required. (See Figure 4). Note that the nozzle provided in the GMK615 has a hole drilled into it; this allows for better application of lubricant to where it is needed. If you acquire the nozzle elsewhere, drill a 1/8 inch hole through it, about 1/4 inch from the tip.

Operations 1 through 4 will leave the hardware operational and ready to be placed in containers for storage or shipment. Containers used should be sealed from the elements, use closable buckets or drums (as opposed to burlap bags). Total cost for operations 1 through 4, with labor rates of $15.00 per hour, is estimated to be 7 cents per Gripper (G6000 or G15000), including cleaning solutions and lubricant, excluding packaging.

Figure 4

Lubricating internal mechanism with air gun and siphon valve



4.4 Gripper Maintenance (heavy system) Equipment and Supplies Required:

! 3/16” allen wrench. ! 1/2” socket or box wrench. ! 1 1/2” pin or crescent wrench. ! Hand held electric drill. " 1” dia. x 4” long steel wire brush. ! 4” dia. steel wire brush. " Jaw Lubricant ( RectorSeal’s “Moly-Roch, or Bostik’s “Never-Sieze”). ! Light Oil (WD40, or Form Oil) ! Wiping rags (cloth).

Note: Items marked with a " are available in the GMK50K Gripper Maintenance Kit. See Price List. Maintenance Operations: 1. Spray light oil onto unit to loosen concrete, scale and rust. If necessary, use 4” dia. bronze brush in electric drill to remove concrete, scale and rust from Gripper Body and Base Plate. 2. Turn Force Tube clockwise (hand tight), and, with 1” dia. steel brush in electric drill, run brush through Gripper to clean debris off of jaws. 3. Using 3/16” Allen Wrench, remove Base Plate. 4. Using 1/2” wrench, remove bolts (4) that hold Cap. Remove Cap and jaw assembly. 5. With wiping rags and light oil, clean Force Tube, Cap, Jaws and inside of Body. 6. Swab inside of Body and outside of Jaws with Jaw Lubricant, and re-assemble. Assure that Indexing Washer and the lip on front end of Force Tube are placed inside the notch on the back end of the Jaws (see diagram). 7. Repackage for shipment to next job.

G50KGMG rev. 10/96

illustration of proper juxtaposition of Gripper components



4.5 Synopsis of Certified Testing

SuperTie, Fiberglass Formtie Systems Meets requirements of ACI 303, 347 and 350. 4.5.1 - Tensile, Shear and Elongation Testing Agency - Smith-Emery Company, Los Angeles, California Testing Agency - Twining Laboratories, Long Beach, California* Testing Criteria - ACI 347, Formwork For Concrete Test Stand - Insitu tensile testing of the SuperTie, 6000# ultimate strength system was performed utilizing a standard configuration wood form system consisting of 3/4" sheathing with 2" X 4" strongbacks and wales, and SuperTie Grippers and Wedges. The SuperTie 15,000# and 50,000# ultimate strength systems, were tested utilizing steel plates and SuperTie XV and SuperTie 50K Grippers. Both systems were loaded axially utilizing a calibrated universal testing machine. Shear testing was performed utilizing a fixture to develop single shear.

Test Results: Tensile Tests - Shear Tests - Rod Avg. Load Elongation Failure Mode Avg. Load Failure Mode

.308" 7,053# 0.06% Tensile of Rod

3720# Shear.

.500" 15,590# 0.09%* Tensile of Rod

6700# Shear.

1.0" 53,193# 0.08%* Tensile of Rod

28,700#* Shear.

4.5.2 - Hydrostatic Testing Testing Agency - Smith-Emery Company, Los Angeles, California Testing Agency - Ambric Testing, Inc., Philadelphia, Pennsylvania* Testing Criteria - CRDC-48-77 Test Stand - Two series of tests were performed. In one series of tests hydrostatic pressure was applied to rod cast in concrete specimens; with and without waterstop. The second series of tests involved applying hydrostatic pressures to rod specimens only.

Test Results: Series One - Hydrostatic Tests - Rod Cast in Concrete Specimens*.

Specimen Test Pressure Results With Waterstop 208 psig/480 Feet W.C.* No Leakage*. No Waterstop 208 psig/480 Feet W.C.* No Leakage*.

Test Results: Series Two - Hydrostatic Tests - Rod Specimens Only.

Test Pressure Results 50 psig/115 Feet W.C. No Leakage.

Detailed test data available upon application. Rev 6/00



4.5 Synopsis of Certified Testing (con't)

4.5.3 RockGrip Anchor System Test Dates - 2/89 (2000 psi Concrete), 8/89 (5000 psi Concrete) Testing Agency - Smith Emery Company, Los Angeles, California Testing Criteria - ASTM E - 488/88, Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. Test Beds - 2000 & 5000 psi, compressive strength, concrete, six (6) & twelve (12) inches thick, respectively. Sampling and testing of concrete performed in accordance with ASTM C -172, C - 31, C -39. Anchors Tested - RJD RockGrip Anchor System, for both the .500 & .308", nominal rod diameters; 15,000 and 6,000 pound, ultimate strength systems. Anchor Installation - Holes were drilled using standard electric rotary hammer drilling equipment and drill bits. Bits were monitored to be in compliance with ANSI B94.12. The anchor system was inserted in the pre-drilled hole and the drive shell driven "home" to set the system. Test Results

1) Tensile Tests - 2000 psi, Compressive Strength Concrete -

Rod Hole Dpth/Dia Avg. Load Failure Mode .500" 3 3/4"/ 1 1/4" 11393# Concrete

Breakout. .308" 2 3/4"/ 1" 5971# Tensile of Rod.

2) Tensile Tests - 5000 psi, Compressive Strength Concrete - (Tensile tests on the 1/2", 15000 pound ultimate strength system, only, were performed. The 5/16", 6000 pound ultimate strength system achieved system strength in the 2000 psi, compressive strength, concrete).

Rod Hole Dpth/Dia Avg. Load Failure Mode .500" 3 3/4"/ 1 1/4" 14560# Tensile of Rod

3) Shear Tests - 2000 psi Compressive Strength Concrete -

Rod Hole Dpth/Dia Avg. Load Failure Mode .500" 3 3/4"/ 1 1/4" 4335# Shear/Bending. .308" 2 3/4"/ 1" 1827# Shear/Bending.

Note - Anchor movement was within Testing Criteria, as noted above.

Detailed test data available upon application. Rev. 2/91



4.6 Material Safety Data Sheet: Plastics I. PRODUCT IDENTIFICATION Product Name: SuperTie, Fiberglass Formtie System, Rods Manufacturer: RJD Industries, Inc. Address: 26945 Cabot Rd. #105 Laguna Hills, CA 92653 Emergency Telephone: (949)582-0191 Chemical Name and Synonyms: Polyester / Vinyl Ester Fiberglass Chemical Family: Plastics and Fiberglass Formula: Mixture II. PRODUCT DESCRIPTION AND HAZARDOUS INGREDIENTS/IDENTITY INFORMATION: Trade Name: Fiberglass Composite Generic Name: Polyester / Vinyl Ester Fiberglass Composite Chemical Name: Polyester / Vinyl Ester Impregnated Fiberglass III. PHYSICAL DATA: Melting Point F (C): Does Not Melt Vapor Pressure: Not Applicable Vapor Density (Air = 1): Not Applicable Solubility in Water: Negligible Specific Gravity (Water = 1): 1.6 - 2.0 % Volatile by Volume (%): Not Applicable Evaporation Rate: Not Applicable Appearance and Odor: Various colors, in Rods of varying diameters. No odor. IV. FIRE AND EXPLOSION HAZARD DATA: Flash Point F (C): 650 Extinguishing Media: Use methods applicable and appropriate for surrounding area. Flammable Limits: Not Applicable Unusual Fire and Explosion Hazards: None Special Fire Fighting Apparatus: Use self- contained breathing apparatus for protection against degradation products from surrounding materials. V. HEALTH HAZARD DATA: Over exposure to nuisance dust can lead to difficulty in breathing. Asthmatic or bronchial conditions could be aggravated. Inhalation: Irritation or soreness in throat and nose. In extreme exposures some congestion may occur.

Skin Contact: Temporary irritation, itching, rash or dermatitis may result. Skin Absorption: Not Applicable Ingestion: Not Known Eyes: Temporary irritation or inflammation Emergency and First Aid Procedures: In the event of acute exposure, remove to fresh air, administer oxygen and seek a physician's assistance. Inhalation: Remove to fresh air. Drink water to clear throat, and blow nose to evacuate fibers. Skin Contact: Wash affected areas gently with soap and warm water. Skin Absorption: Not Applicable. Eyes: Flush with copius quantities of water a minimum of 15 minutes. If irritation persists consult a physician. VI. REACTIVITY DATA: Stability: Considered Stable. Incompatibility: Not incompatible with materials. Hazardous Polymerization: Not Applicable. Hazardous Decomposition Products: Carbon monoxide. Conditions to Avoid: When heated to decomposition or combustion temperatures, products of decomposition include carbon dioxide, carbon monoxide and other volatiles as indicated. VII. SPILL OR LEAK PROCEDURES: Procedures for spill/leak: Vacuum clean dust. If sweeping is necessary, use a dust suppressant. Waste Management: Wastes are not hazardous as defined by RCRA (40CFR Part 261). Comply with Federal, State and Local regulations. Method of disposal - Landfill, RQ - N/A. VIII. SPECIAL PROTECTION INFORMATION: When machining thermoset plastics dry, a dusty condition will result. A suitable dust collection system should be employed along with a dust mask for respiratory protection. A protective cream or clothing should be used to protect skin for worker comfort. When machining any plastics, safety glasses or a face shield and gloves should be used.



Material Safety Data Sheet (con't) VIII Special Protection Information (con't): Goggles: Safety glasses are recommended. Gloves: Hand protection recommended. Respirator: Use a respirator such as 3M Model 9900 or equivalent for protection against nuisance dust when handling or working with this product. Ventilation: Use sufficient natural or mechanical

ventilation to maintain airborne concentrations below PEI/TLV. Other: Wear loose fitting, long sleeved clothing. IX. SPECIAL PRECAUTIONS: Precautions to be taken in handling and storing: standard safety precautions apply. Other Precautions: When fighting fires where plastics are burning, a self-contained breathing apparatus (SCBA) must be used.

Information contained in this Material Safety Data Sheet is offered without charge for use by technically qualified personnel at their discretion and risk. All statements, technical information and recommendations contained herein, are based on tests and data which we believe to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. This information is not intended as a license to operate under or a recommendation to practice or infringe any patent of this Company or others covering any process, composition or matter or use. Since the Company shall have no control of the use of the product described herein, the Company assumes no liability for loss or damage incurred from the proper or improper use of such product. Rev 7/99

SuperTie™, Fiberglass Formtie Systems Section 4 - Supplemantary Information

RJD Industries, Inc. 26945 Cabot Road, Ste. 105 Laguna Hills, CA 92653-7009 Tele: 800-344-4753 or 949-582-0191 Fax: 949.582.0995 --- page 55 ---

4.7 Status of Approvals and Recognitions, June 2002 The following is a listing of agencies which have formally Approved (A) SuperTie, advised that formal approval is Not Necessary (NN); or are Currently Reviewing (CR) the SuperTie system: A word about status designations... "Approved" (A) and "Formal Approval Not Necessary" (NN), indicate that correspondence has established that the design organization has included, or is in the process of including, the system in their specification, or that the specification already accommodates use of the system (A), or that the design organization has reviewed the system, finds it acceptable, but sees no need to modify current specification documents (NN). A great many design organizations make no statements about concrete form ties, or concrete formwork in general. They either promote a performance specification, requiring certain finished concrete structure properties, i.e. strength, durability, finish, color, etc., or are silent to this portion of the work, placing the entire responsibility for proper execution on the contractor. As such, "Currently Reviewing" (CR), does not mean that the system is not acceptable for use. In these cases the design organization has the latest system information and should be contacted prior to using the system. Alabama State Highway Dept. of - AHD NN Alaska Dept. of Trans - AKDOT A Arizona Department of Highways, Materials and Testing NN Arkansas State Hwy. & Trans. Dept. - AHTD A California, Dept. of Trans.CalTrans A Colorado Dept. of Hwys. - CDOH Staff Materials Br. A Connecticut Dept. of Trans. - CONNDOT NN Delaware, State of, Dept. of Trans.-DELDOT A Florida Department of Trans. - FDOT NN Georgia Department of Transportation A Hawaii, DOT CR Idaho, State of, Transportation Department NN Illinois Dept. of Trans. - IDOT A Indiana Department of Transportation A Iowa Dept. of Trans. NN Kansas Dept. of Trans. - KDOT A Kentucky Transportation Cabinet, Department of Highways A Los Angeles, City of, Dept. of Building & Safety NN Louisiana Dept. of Trans. A Maine Department of Trans. - MDOT NN Maryland Department of Transportation NN Massachusetts Highway Department NN Michigan, State of, Department of Transportation NN Minnesota Department of Transportation NN Mississippi, State Highway Dept. of CR Missouri Hwy. & Trans. Commi. - MHTD A Montana Dept. of Transportation CR Nebraska, DOT CR Nevada Department of Trans. - NDOT A New Hampshire, State of, Department of Transportation NN New Jersey Dept. of Trans. - NJDOT NN New Mexico DOT CR

New York State, Department of Transportation A New York State Department of Transportation Bridge Construction Services

NN

New York State Thruway Authority, Structures Design A North Carolina, State of, Dept of Trans - NCDOT A North Dakota Department of Trans. CR Ohio Dept. of Trans. CR Oklahoma Dept. of Trans. - ODOT NN Oregon Department of Transportation A Pennsylvania, Commonwealth of, Department of Trans. - PENNDOT

A

Rhode Island, State of, -RIDOT, Dept. of Trans. A South Carolina Dept. of Hwys. & Public Trans -SCDHPT, Bridge Design Office

A

South Dakota DOT CR Tennessee, State of, Dept of Trans - TDOT NN Texas Department of Transportation A U. S. Army Corps of Engineers A U. S. Dept. of Trans. Federal Highway Administration A Utah Department of Transportation NN Vermont Agency of Transportation - VAOT NN Virginia Dept. of Trans. - VDOT NN Washington State Dept. of Trans. - WSDOT A West Virginia Dept. of Trans. NN Wisconsin Dept. of Trans - WSDOT Bridge Office A Wyoming Highway Department - WHD A Canada: Quebec, Province of, DOT A New Brunswick, Providence of, Department of Transportation NN Newfoundland and Labrador, Government of, Department of Works, Services & Trans.

NN

Nova Scotia DOT NN

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