A Simple, Fast and Economical Approach to. Better High Wind & Seismic Protection PRODUCT CATALOG WINTER

Transcription

1 PRODUCT CATALOG WINTER 2009 A Simple, Fast and Economical Approach to Better High Wind & Seismic Protection

2 We use Quick Ties on every wood Installed on thousands of frame we build. It s cheaper, faster, less complicated, and just single-family and apartment plain better than the old way. -James A. Malone III homes... Quick Tie is the smart Johnson, Graham & Malone framing system for uplift The Quick Tie system produces a and shear loads. superior structure because it addresses shrinkage problems it s clean and easy to inspect because all items are visible at inspection! A less expensive, better way to frame! Safe and secure engineered system Meets model building codes Install Quick Ties after framing is up Easy to inspect Faster than straps and endless -Manuel Martinez, P.E. Tie down roof framing to the top plate (HA4, MTS12, QGT, SC35) nailing Less expensive than conventional ties Compensates for wood shrinkage by pre-stressing Quick Ties Use one Quick Tie at each end of headers as required by load strap the header to the top plate (QT, LS12, MS24) Use Quick Tie(s) at each end of shear walls as hold-downs (QT, QT3) Space Quick Ties below the uplift loads at 8 on center or less as required by uplift reactions (QT- 1/4 Quick Tie) Installation is simple and fast: 1 Drill bottom hole through plate and into concrete 2 Drill top hole through the plate PHONE Blow out hole with compressed air; brush; blow again 4 Inject epoxy 5 Insert proper end of QuickTie in epoxy and allow to cure www. Q U IC KTIE PR O D U C TS.c om 6 Tighten Quick Tie 7 Nail opening straps, hold-downs, and hurricane clips FA X

3 THE QUICK TIE SYSTEM The Quick Tie system installs fast and has been successfully used on thousands of wood structures. The system is installed after the building is framed. Quick Ties eliminate the need for laborintensive straps that bulge drywall, are time-intensive to install, and difficult to inspect. DESIGN FOR UPLIFT 1. Determine the uplift loads at the roof line tie roof framing to the top plates. 2. Layout the Quick Ties below to meet the uplift loads at 8-0 or less, on center, starting at 12 from the corners. Quick Ties can also be used in multi-story structures. 3. Use the Quick Tie spacing table to determine spacing based on uplift loads. DESIGN FOR SHEAR 1. Install Quick Tie(s) (or QHDs) at each end of the shear wall. 2. Install wedge or epoxy anchors in bottom plate of shear walls to resist horizontal shear loads at foundation. THE PRE-STRESSING DIFFERENCE This simple system of steel cable and connectors pre-stresses the wood structure. Because the wire s t r e t c h e s, it can be prestressed to produce zero movement and compensate for building settling and long term wood shrinkage. Shrinkage and movement are a common problem in wood framed buildings; a problem which the old method of straps and threaded anchors simply do not address. When the building is exposed to dead loads as it is being built, deflections develop in these products, creating a loose load path to the foundation. Loose structural connectors allow movement which causes the building to be pulled apart until these parts become tight, The old way: an endless trail of nails Call Quick Tie anytime for technical assistance: (800) during high winds. This movement is also one of the major contributors to drywall cracks and bowing trim. Quick Ties are flexible and elastic. By prestressing to a design load for mph winds, Quick Ties are designed to allow zero movement until the forces applied, (wind or seismic) reach the pre-stress load. That s why Quick Ties keep your home strong in the storm. They simply cinch the wood frame to its foundation! Quick Ties are easy to inspect. At installation, the pre-stress load exceeds the design load by 20%; therefore proof-testing each Quick Tie when installed, and not during a storm! NOTES 1. Tie all roof framing to the top plates with properly designed connectors (see pages 4-7). Tie down beams and truss girders. 2. Use Quick Tie(s) at each end of header when header length exceeds spacing requirements for Quick Ties, as shown on page Use all the connectors shown and fill all nail holes with specified nails according to tie and connector load tables. 4. Quick Ties must be epoxy-embedded into concrete as shown on page Use only the connectors specified in the Quick Tie system and connector load tables. 6. CAD details are available on request, via mail or . The new, clean way: engineered Quick Ties! THE QUICK TIE PRODUCT LINE PRODUCT PAGE NO. Quick Ties: QT - Quick Tie (1/4 cable) QT3 - Quick Tie (3/8 cable) AB.75x21B - Anchor Bolt...3 3/4CUPLIN - Coupling...3 Quick Connectors: QGT & QGT2 - Girder Connectors...4 QHD2 - Hold-Down...4 SC35 - Shear Clips...5 HA4 - Hurricane Clip...5 HTS [14 ga.] & MTS [16 ga.] - Twist Straps...6 LS [20 ga.] & MS [16 ga.] - Flat Straps...6 CS16 [16 ga.] & CS20 [20 ga.] - Coiled Strapping...7 Epoxy & Anchors: Q1OOO33-33 oz. Epoxy...8 Q1OOOBSH - Epoxy Brush...8 Q1000TL33-33 oz. Manual Injection Tool...8 Q1000TA33HD - 33 oz. Pneumatic Tool...8 Q1OOONOZ - Epoxy Nozzle...8 AC - Anchor Chair...9 General Notes: CODES & WARRANTY...back cover Note: throughout this catalong, model numbers appear in green print 1

4 QUICK TIE SYSTEM FOR UPLIFT U.S. PATENT NO. 6,014,843 QUICK TIE SPACING TABLE Number of Truss to Truss Uplift Quick Tie Quick Tie Top Plate Connectors (lbs.) Spacing Spacing HA4 -or- MTS12 24 O.C. Ft./In. FEET 1 -or or or or or or or or or or or or or or or or or or or or or or or or or VALUES BELOW APPLY TO USE WITH Q1000 EPOXY (Refer to tables on page 11 for Q5000 Epoxy) Quick Tie allowable design load with 2 1 /4 minimum edge distance = 2,321 lbs. Quick Tie allowable design load with edge distance equal to or greater than 6 = 2,860 lbs. The minimum edge distance required is 2 1 /4. The maximum uplift permitted is 2,860 lbs. When a minimum edge distance of 6 or greater is provided. NOTE: The exact location can change slightly as long as the maximum spacing between any two Quick Ties does not exceed 8 +/-. Therefore, an absolute maximum spacing of 8-6 is acceptable. DESIGN NOTES: 1. Use one Quick Tie within 12 of each load bearing corner (One side of corner preferrably the side where the top plate laps over the other wall.) 2. Use one or two Quick Ties at each end of all shear wall segments. If shear wall is not subject to uplift loads, use only one or two ties (or hold-down) at each end of each shear wall segment. If shear wall is subject to uplift loads, use Quick Ties as specified in table plus one or two ties at each end of each shear wall segment. A QHD2 (conventional hold-down) may be used at shear wall ends when Quick Tie spacing & corner tie-down requirements have been met. 3. Use one Quick Tie at each end of all openings over 8-0 unless truss loads indicate narrower spacing is required. 4. Use specified Quick Tie(s) at concentrated uplift loads of 1400 lbs. or greater. 5. Space all Quick Ties as specified in the table provided for all walls subject to uplift loads. 6. All Quick Ties shall be installed according to these specifications unless designed and certified by a licensed professional engineer or architect. 7. Fill all nail holes in HA4 and MTS12 connectors. 8. See header connection schedule for connections required for headers 8-0 and greater. 9. Quick Ties specified in this table are embedded 4 into concrete using Q1000 Epoxy unless otherwise noted. 10. Loads in this table require a minimum 1/2 thick gypsum wall board on each side of wall fasten to studs with 1 1 /2 long wallboard nails spaced 6 o.c. at edges and 12 o.c. in the field. 11. Use only Quick Tie system materials as specified and supplied by Quick Tie Products, Inc. x x1/4 STEEL PLATE 1/2 GRADE 2 HEX NUT 1/4 7x19 GALVANIZED AIRCRAFT WIRE ROPE PLAN 1 ROUND HOLE DRILLED IN TOP MAX. AIRCRAFT WIRE ROPE QUICK TIE EMBED STEEL PLATE OVERSPILL EPOXY 11/2 See Epoxy Table on page 8 PLAN@PLATE See edge dist. table p. 10 or 11 STEEL PLATE WASHER STEEL STUD SWAGED TO WIRE ROPE QUICK TIE TOP PLATE CONCRETE 1/16 LARGER HOLE IN WOOD PLATE WOOD SILL PLATE EPOXY ADHESIVE FILL THREADED STUD SWAGED TO AIRCRAFT WIRE ROPE EDGE OF CONCRETE * 1/2 x varies 4 x1/2 1/2 x varies 61/4 QT_ (embedment type) x (plate or wall height) Allowable load 2,860# (SYP and SPF) QT_ * x41/2 x 1/2 Steel Plate 3/4 GRADE 2 HEX NUT 3/8 7x19 GALVANIZED AIRCRAFT WIRE ROPE * NOTE: Quick Ties are manufactured in one inch (1 ) increments from 2 0 to Part numbers correspond to the length (example: measurement from embed surface to uppermost top plate is The Quick Tie part No. is QT17.1 for 1 /4 or QT for the 3 /8 ). 2 * 5 11/16 x 3/4 5 11/16 x 3/4 9 9 QT3_ (embedment type) x (plate or wall height) Allowable load 6,540# (SYP and SPF) * QT3 _

5 QUICK TIE SYSTEM AS HOLD-DOWNS U.S. PATENT NO. 6,014,843 QUICK TIE HOLD-DOWN & COMPRESSION STUD CONFIGURATIONS USING Q1000 EPOXY: A (1) 1/4 QUICK TIES 2 COMP. STUDS ALLOW 2,860# (1-QT) MIN. EDGE DISTANCE 2 1 /4 EMBED DEPTH 4 1 /2 ALT. LOCATION _A DENOTES HOLD-DOWN LOCATION DENOTES HOLD-DOWN TYPE DENOTES NUMBER FLOORS B (2-QT) MIN. EDGE DISTANCE 2 1 /4 EMBED DEPTH 4 1 /2 (2) 1/4 QUICK TIES 4 COMP. STUDS ALLOW 5,720# 8 MIN. 8 MIN. C (1-QT3) MIN. EDGE DISTANCE 3 1 /2 EMBED DEPTH 6 3 /4 SEE DETAIL BELOW (1) 3/8 QUICK TIES 5 COMP. STUDS ALLOW 6,540# D (2-QT3) MIN. EDGE DISTANCE 3 1 /2 EMBED DEPTH 6 3 /4 SEE DETAIL BELOW (2) 3/8 QUICK TIES 8 COMP. STUDS ALLOW 13,080# NOTE: The above illustrations show only possible configurations for Quick Ties and compression studs. This illustration does not indicate that additional studs must be added. Corners, tees, jacks, and king studs can be used as required compression studs when located next to Quick Ties. QT3 8 MIN. 1 /4 or 3 /8 7x19 galvanized aircraft wire rope. 3 x 3 x 1 /4 steel plate washer (QT). 3 x 4 1 /2 x 1 /2 steel plate washer (QT3). Steel studs ASTM A107 Grade Stainless steel studs and plate washers available upon request. CODE COMPLIANCE: ICC-ES 9913A, FBC QT3 3/4CUPLIN 3/4 COUPLING WOOD SILL PLATE AB.75x21B 3/4 x 20 ANCHOR BOLT LS12 AT EACH END WOOD TRUSSES HA4 HURRICANE CLIPS (660 LBS.) 48 O.C. CONCRETE MS24 STRAP AT EACH END 12 HEADERS WIDER THAN QUICK TIE SPACING OR WHEN CONCENTRATED UPLIFT LOAD RESTS ON HEADER 1/2 x x STEEL PLATE MIN QT EACH SIDE QUICK TIE ANCHOR BOLT DETAIL FOR HOLD-DOWN CONNECTIONS C &D USE THIS DETAIL WHEN THE MIN. EDGE DISTANCE CANNOT BE ACCOMPLISHED FOUNDATION HEADER TIE-DOWN REQUIREMENTS 3

6 GIRDER CONNECTORS QGT-GIRDER CONNECTOR FASTENERS Doug-Fir Larch/So. Pine Spruce-Pine-Fir Model No. & Ga. To Beam/ To ALLOWABLE LOADS ALLOWABLE LOADS No. QGT Size Girder Truss Plates QGT (1) 10d x 18 Ea. (1) QT Ga. 1 1 /2 QGT QGT (2) 10d 18 Ea. (2) QT Ga. 1 1 /2 QGT Ideal for girder truss connections where uplift load requirements are high. Can be used for wood-to-wood application or concrete-to-wood application (with epoxy anchor). Washer plate adds increased resistance to wind uplift. 12 gauge galvanized steel strap, use with Quick Tie. FOOTNOTES: Anchor bolt not supplied with product. Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 6, and 7. CODE COMPLIANCE: pending. 4 QGT QGT2-GIRDER CONNECTOR FASTENERS Doug-Fir Larch/So. Pine Spruce-Pine-Fir Model No. & Ga. To Beam/ To ALLOWABLE LOADS ALLOWABLE LOADS No. QGT Size Girder Truss Plates SEE Q1000 & Q5000 EPOXY TABLES ON PAGES FOR EDGE DISTANCE LIMITATIONS AND ALLOWABLE UPLIFT LOADS QGT2 (1) 16d 30 Ea. (1) QT Ga. QGT2 QGT2 (2) 16d 30 Ea. (2) QT Ga. QGT2 QHD2 HOLD-DOWN CONNECTORS MATERIAL Doug-Fir Larch/So. Pine (Ga.) DIMENSIONS FASTENERS ALLOWABLE LOADS Model Strap Plate W D H Nails Anchor Bolts (133) (160) QHD2 12 1/2 14 (30) 16d Com. 5/8 x or.162 x 2 1 /2 Ideal for girder truss connections where uplift load requirements are high. Can be used for wood-to-wood application or concrete-to-wood application (with epoxy anchor). 12 gauge galvanized steel strap, with 3 x 3 x 1 /2 washer. FOOTNOTES: Anchor bolt not supplied with product. Use all specified fasteners in schedule to achieve values indicated. 14 SEE GENERAL NOTES: 1, 2, 3, 6, and 7. CODE COMPLIANCE: ICC-ES 9913A, FBC QGT2/QHD2 30 Holes SEE Q1000 & Q5000 EPOXY TABLES ON PAGES FOR EDGE DISTANCE LIMITATIONS AND ALLOWABLE UPLIFT LOADS 4

7 SEISMIC & HURRICANE CLIPS SC35 FRAMING ANGLE ALLOWABLE LOADS (LBS.) Model Force Nail Total No. No. Direction Size of Nails Normal 133% 160% SC35 F1 10d x 1 1 / SC35 F2 10d x 1 1 / SC35 F3 10d x 1 1 / SC35 F1 10d Com SC35 F2 10d Com SC35 F3 10d Com SC35F FRAMING PLATE SC35F F4 10d x 1 1 / SC35F F5 10d x 1 1 / SC35F F4 10d Com SC35F F5 10d Com SC35 anchors are to be used in pairs in F1 direction for use with studs. SC35F anchors are used singly. The tabulated loads are per anchor. 1 5 /8 1 5 /8 F 2 F 1 F 2 F 3 Multi-purpose anchor for hold down to the plate and help in positioning studs accurately. Anchors floor and ceiling joists to headers, and solid blocking to plates. Use as 90 o framing angles to join posts to beams and make other right-angle connections. 18 gauge galvanized steel INSTALLATION Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 4, 5, and 6. CODE COMPLIANCE: pending. F5 SC /8 SC35F 4 5 /8 F 4 HURRICANE & SEISMIC CLIP Doug-Fir Larch/So. Pine Spruce-Pine-Fir FASTENERS ALLOWABLE LOADS ALLOWABLE LOADS To To Uplift Lateral Uplift Lateral Model No. Ga. Size Rafter/Truss Plates (133) (160) F1 F2 (133) (160) F1 F2 HA4 18 8d x 1 1 / HA d x 1 1 / F1 F2 TOP P BOT P 2 1 /8 HA4R (RIGHT) 4 1 /2 These ties add increased resistance to wind uplift. Reduces toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. 18 gauge galvanized steel INSTALLATION Use all specified fasteners in schedule to achieve values indicated. FOOTNOTES: May be installed on each side of rafter for twice the loads. *Alternate stud plate application. SEE GENERAL NOTES: 1, 2, 3, 5, and 6. CODE COMPLIANCE: ICC-ES 9913A, FBC HA4L (LEFT) TOP P BOT P TOP P BOT P 2 1 /4 SEE Q1000 & Q5000 EPOXY TABLES ON PAGES FOR EDGE DISTANCE LIMITATIONS AND ALLOWABLE UPLIFT LOADS 5

8 FLAT & TWISTED STRAPS Designed especially for use with floors constructed above grade, as a connection between first or second floor level to studs. 16 gauge galvanized steel MTS, 14 ga. galvinized steel HTS. INSTALLATION Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 4, 6, 7, and 9. CODE COMPLIANCE: ICC-ES 9913A, FBC MTS TWIST STRAP (16 ga.) Douglas Fir-Larch/So.Pine Spruce-Pine-Fir Model No. Nails Nail DIMENSIONS ALLOWABLE LOADS ALLOWABLE LOADS No. in Ea. End Size W (inches) L (inches) Normal 133% 160% Normal 133% 160% MTS d x 1 1 /2 1 1 / MTS d Com. 1 1 / HTS TWIST STRAP (14 ga.) HTS d x 1 1 /2 1 1 / HTS d x 1 1 /2 1 1 / HTS d x 1 1 /2 1 1 / HTS d x 1 1 /2 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 1 1 / HTS d Com. 11/ /4 HTS & MTS L 9 5 /8 LS /8 LS /8 LS /8 LS21 MS /8 LS24 MS /8 MS /8 MS /8 MS /8 MS /8 QUICK-TIE LH12L SBCCI QUICK-TIE LH12L SBCCI 1 1 /4 These ties add increased resistance to wind uplift. Reduces toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. 20 gauge galv. steel LS, and 16 gauge galvanized steel MS. INSTALLATION Use all specified fasteners in schedule to achieve values indicated. FOOTNOTES: May be installed on each side of member for twice the loads when the member thickness is a minimum of 2 1 /2. SEE GENERAL NOTES: 1, 2, 3, 5, and 6. CODE COMPLIANCE: ICC-ES 9913A, FBC LIGHT STRAPS (20 Ga.) Model No.Nails Nail ALLOWABLE LOADS No. in Ea.End Size (1.00) (1.33) (1.60) LS9 4 8d Com LS12 5 8d Com LS18 7 8d Com LS21 8 8d Com LS24 9 8d Com LS9 4 10d x 11/ LS d x 1 1 / LS d x 1 1 / LS d x 1 1 / LS d x 1 1 / LS9 4 10d Com LS d Com LS d Com LS d Com LS d Com LS9 4 16d Com LS d Com LS d Com LS d Com LS d Com MEDIUM STRAPS (16 Ga.) Model No.Nails Nail ALLOWABLE LOADS No. in Ea.End Size (1.00) (1.33) (1.60) MS24 9 8d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d x11/ MS d x1 1 / MS d x1 1 / MS d x1 1 / MS d x1 1 / MS d x1 1 / MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com MS d Com

9 LH12L SBCCI LH12L SBCCI COILED STRAPPING LENGTH = 150 feet WIDTH = 1 1 /4 Cut to length as required. Gauge is 16. CS COILED STRAPPING Minimum Length ALLOWABLE TENSION LOADS Nails Nail Required Pounds Ea.End Size Inches 100% 133% 160% 2 8d x 1 1 /2 6 1 / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d 6 1 / d 11 1 / d 16 1 / d 21 1 / d 26 1 / d 31 1 / d 36 1 / d 38 3 / d 41 1 / d 43 3 / d 46 1 / d x 1 1 /2 6 1 / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d 6 1 / d 11 1 / d 16 1 / d 21 1 / d 26 1 / d 28 3 / d 31 1 / d 33 3 / d 36 1 / d 38 3 / d 6 1 / d 11 1 / d 16 1 / d 21 1 / d 26 1 / d 28 3 / d 31 1 / LENGTH = 250 feet WIDTH = 1 1 /4 Cut to length as required. Gauge is 20. CS COILED STRAPPING Minimum Length ALLOWABLE TENSION LOADS Nails Nail Required Pounds Ea. End Size Inches 100% 133% 160% 2 8d x 1 1 /2 6 1 / d x 1 1 /2 8 3 / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d 6 1 / d 8 3 / d 11 1 / d 13 3 / d 16 1 / d 18 3 / d 21 1 / d 23 3 / d 26 1 / d 28 3 / d x 1 1 /2 6 1 / d x 1 1 /2 8 3 / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d x 1 1 / / d 6 1 / d 8 3 / d 11 1 / d 13 3 / d 16 1 / d 18 3 / d 21 1 / d 23 3 / d 6 1 / d 8 3 / d 11 1 / d 13 3 / d 16 1 / d 18 3 / d 21 1 / NOTES 1. Lumber is Southern Pine with a specific gravity, G, of For other species, multiply the tabular values above by the following factors: [Douglas fir ]; [Hern-Fir ]; [Spruce-Pine-Fir ]. 2. 8d x 1 1 /2 nails are inch in diameter and 1 1 /2 long. 10d x 1 1 /2 nails are inch in diameter and 1 1 /2 long. 8d nails are common nails having a diameter of inches. 10d nails are common nails having a diameter of inches. 16d nails are common nails having a diameter of inches. 3. Minimum penetration for nails is as follows: [8d nails inches]; [10d nails inches]; [16d nails inches]. 4. Tabular loads have been increased 33% and 60% for wind and earthquake loading. No further increase is allowed. 5. Minimum lengths shown include a nail hole located at midlength which is to be left unfilled. CODE COMPLIANCE: pending. Minimum Length Clear Span Minimum Length (Nails) (Nails) QUICK TIE QUICK TIE 7

10 Q1000 EPOXY SYSTEM & ACCESSORIES Q1000 QUICK SET EPOXY Our standard epoxy adhesive is a 100% solids true epoxy formulation, with minimal shrinkage and excellent physical properties, including adhesion and resistance to creep under load. Using structural fillers, Q1000 is formulated to a non-sag adhesive consistency, making it ideal for horizontal and overhead installation. It can be used to place anchors in both concrete and un-reinforced masonry. Q1000 Epoxy Adhesive is a superior choice for anchoring for a broad range of applications, providing tenacious adhesion to the substrate while coating and protecting the embedded dowel. The epoxy distributes the transmitted load from the dowel into the concrete over the entire surface of the anchor hole, without the point stresses developed by mechanical anchors. Since the epoxy is multiples stronger than the concrete, the ultimate anchor load will be limited only by the concrete or the steel. FEATURES Largest, most cost-effective packaging Readily dispensed by both pneumatic and hand dispensers Cures at temperatures down to 35 o F Q Q1000 is available in 33 oz. cartridge systems. This product can be dispensed with either hand or pneumatic dispensers. EPOXY PROPERTIES (MIXED) Consistency (ASTM C 881) Non-Sag Shore D Hardness Test (ASTM D2240) 7 Days Bond Strength (ASTM C 882) 73 o F Compressive Yield Strength (ASTM D 695) 60 o F Water Absorption (ASTM 570) 0.06% Compressive Modulus (ASTM D 695) 60 o F Heat Deflection Temp. (ASTM D 648) 152 o F Tensile Strength (ASTM D 638) 73 o F Linear Coefficient of Shrinkage 0.002% Elongation at Break (ASTM D 638) 73 o F Q1000 meets the requirements of ASTM C881 Type I, II, IV and V Grade 3, Class A, B and C (excluding gel time). FBC Q1000 EPOXY LOAD TABLES IN 2000 psi CONCRETE QT SERIES 1 /4 QUICK TIE LOADS Rod Hole Embedment Critical Edge Ultimate Allowable Allowable Allowable Allowable Allowable Allowable Allowable Allowable Allowable Diameter Diameter (In.) (Ccr) Tensile Load Tensile Load Load 3 1 /4 Load Load 2 3 /4 Load 2 1 /2 Load 2 1 /4 Load 2 Load 1 3 /4 Load 1 1 /2 (lbs.) (lbs.) Edge Edge Edge Edge Edge Edge Edge Edge 1/2 9/ / /2 9/ /2 5 1 / N/A 1/2 9/ N/A N/A 1/2 9/ /2 6 3 / N/A N/A N/A QT3 SERIES 3 /8 QUICK TIE LOADS Rod Hole Embedment Critical Edge Ultimate Allowable Allowable Allowable Allowable Allowable Allowable Allowable Allowable Allowable Diameter Diameter (In.) (Ccr) Tensile Load Tensile Load Load 7 Load 6 Load 5 Load 4 1 /2 Load 4 1 /4 Load 4 Load 3 3 /4 Load 3 1 /2 (lbs.) (lbs.) Edge Edge Edge Edge Edge Edge Edge Edge 3/4 7/8 6 3 / / /4 7/8 7 5 / / /4 7/8 7 7 / / /4 7/8 8 7 / / /4 7/ / Q1000BSH - Epoxy Brush Sized for cleaning holes drilled in concrete, the Epoxy Brush is a necessary tool in the proper installation of epoxy anchoring systems. Q1000TL33 33 oz. Manual Injection Tool Q1000NOZ - Epoxy Nozzle High performance nozzle increases epoxy flow and assures a perfect mix every time. Q1000TA33HD 33 oz. pneumatic tool The Q1000 nozzle breaks off to accommodate varying hole diameters and depths. Dual 5/8" and 3/8" nozzle 3 /8" can break off to 5/8". 8

11 ANCHOR CHAIR (FOR ELEVATED SLABS) U.S. PATENT PENDING 1 /2 ANCHOR BOLT QUICK TIE (2) 2 x 2 x 1 /8 PLATE WASHERS 1/2CUPLIN or 3/4CUPLIN 1/2 Coupling or 3 /4 Coupling 3/4 ANCHOR BOLT (2) 2 x 2 x 1 /8 PLATE WASHERS W A L L L I N E W A L L L I N E 4 7 SET NAIL HOLES DIRECTLY OVER CHALK LINES TO ALIGN BELOW WALL, AND PLACE ANCHOR IN CENTER OF WALL S H E A R W A L L QUICK TIE INTERMEDIATE CHAIR. (60 O.C. MAX) ANCHOR BOLTS. SEE PLAN FOR SPACING & DIA. QUICK TIE COUPLING COUPLING x TOP OF CONC. SHEARWALL HOLD DOWN DETAIL 6 1 /2 3" 3" #4 BAR. 1/4 TYP. 1/4 TYP. VARIES ELEVATED SLAB FORM VARIES VARIES This product allows for precise and easy placement of hold downs and shear anchors in elevated slabs. 12 gauge galvanized steel. FORM HOLD DOWN TYPE A (1) QT ( 1 /2 ANCHORS) FORM 6 1 /2 HOLD DOWN TYPE B (2) QT (1/2 ANCHORS) INSTALLATION Align nail holes over chalk line and nail to form. Double nut desired size anchor to. 3" 3" CODE COMPLIANCE: pending. VARIES VARIES FORM HOLD DOWN TYPE C (1) QT3 (3 /4 ANCHORS) FORM HOLD DOWN TYPE D (2) QT3 ( 3 /4 ANCHORS) 9

12 CODES EVALUATION The products shown in this catalog have been fully engineered and tested. Most products have been evaluated by the model code agencies and are listed in published evaluation reports from the following agencies: ICCES International Code Congress Evaluation Services FBC Florida Building Code TER Structural Building Component Research Institute Products which are not listed in a published evaluation report have been fully engineered and tested and are in the submittal stage for review by the code agencies. Additional technical information on these products may be obtained by calling Quick Tie Products, Inc., Jacksonville, Florida, at Quick Tie reserves the right to change designs, specifications, models or model numbers without notice. The loads listed in this catalog are for products installed in a specific application using specified fasteners into sound, undamaged materials. Improper installation, fasteners, application or modification of the products will affect the load carrying capacities of the product and is to be avoided. ICC-ES Legacy Report 9913A, page 17, Section 8 COMMITTEE FINDINGS: "The Subcommittee on Evaluation in review of the data submitted finds that, in their opinion, the Quick Tie Anchors and Quick Connectors as described in this report conform with or are suitable alternates to that specified in the Standard Building Code, the SBCCI Standard for Hurricane Resistant Residential Construction SSTD 10-99, the International One and Two Family Dwelling Code, and the Florida Building Code 2001 Building or Supplements thereto." GENERAL NOTES 1. Allowable load capacities are based on the National Design Specifications for Wood Construction 2001 Edition. 2. Design loads are based on Southern Pine wood species with a specific gravity of See notes under tables in the catalog to identify product loads using Douglas Fir species with a specific gravity of Fasteners are either common wire nails or threaded hardened steel nails for single shear. 4. Loads shown under Floor Design Loads 1.00 are to be used for normal live loads including floors, mezzanines, attics, and other gravity induced loads except roofs. Loads under Roof Loads 1.25 are to be used for roofs which will not be subjected to snow loads. Loads shown under the column headed Roof Loads 1.15 are to be used when the roof design live load is caused by snow. Loads listed under Wind, Seismic, 1.33, or 1.60 are to be used when the design loads contain a full or partial contribution from wind or earthquake forces. Most building code jurisdictions will allow a 60 percent increase in connector stresses when wind or earthquake forces are being resisted while other jurisdictions will not. Check with the local Building Official or use the load shown under the 1.33 column. 5. All design loads for Quick Connectors shown in this product guide are service loads for wood and are the lowest of: a. Calculated loads in accordance with the 2001 edition of the NDS, or b. The lowest ultimate test load divided by a factor of 3.0, or c. The lowest test load that causes a deflection of 1 /8 inch. 6. The steel used to manufacture the products shown in this product guide are in accordance with one or more of the following standards; ASTM A-653 SQ Quality, Grade 33 or higher; Grades A, B, or C; ASTM A-569 or ASTM A-36. Hot Dipped Galvanizing is in accordance with ASTM A-563 G-90. Products hot dipped galvanized after fabrication conform to the requirements of ASTM A-123 or ASTM A Engineer s sealed part drawing available upon request. TERMS AND CONDITIONS OF SALE 1. Products in this catalog are designed and manufactured for the specific purposes shown. Modifications to products or changes in recommended installation procedures should only be made by a qualified designer. 2. Connectors are steel which will corrode and lose load carrying capacity if exposed to salt air, fertilizers, certain chemicals, or other corrosive substances. WARRANTY Quick Tie Products, Inc. warrants that, after reasonable notice in writing delivered to its home office at 4141 Southpoint Drive East, Suite B, Jacksonville, FL , and after reasonable opportunity to inspect, it will repair or replace without charge, any product manufactured by Quick Tie which, upon inspection, is found by Quick Tie to have been defective at the time of delivery by Quick Tie. This warranty does not apply in the event the products have been altered, damaged, installed improperly, or misused in any manner after delivery by Quick Tie. This remedy shall constitute Quick Tie s sole obligation and purchaser s sole remedy under this warranty. In no event will Quick Tie be responsible for incidental, consequential, or special loss or damage regardless of cause. All warranties void on Quick Tie s installed with epoxies that do not carry the Quick Tie label. Products sold, but not manufactured, by Quick Tie shall be subject to the warranties of the respective manufacturers. The warranty described in this paragraph shall be in lieu of any other warranty, express or implied, including but not limited to, any implied warranty of merchantability or fitness for a particular purpose, all such other warranties being hereby expressly excluded. Quick Tie Products, Inc Southpoint Drive East, Suite B Jacksonville, FL Phone: (904) ext. 120 Fax: (904)