8 1 A SIMPLE, QUICK & ECONOMICAL TIE DOWN SYSTEM FOR...

A SIMPLE, QUICK & ECONOMICALTIE DOWN SYSTEM FOR BUILDING STRONGER

WOOD FRAMED & MASONRY STRUCTURES

PRODUCT C

ATA

LOG

2018

Quick Tie Products, Inc. 13300 Vantage WayJacksonville, FL 32218Phone: (904) 281-0525Fax: (904) 281-0526

www.quicktiesystems.com

THE ADVANTAGEFOR MASONRYCONSTRUCTION:• Eliminates All Vertical andHorizontal Steel and ConcreteReinforcing (includingreinforcing in most lintels)

• Cuts Days out of theConstruction Cycle

• Eliminates Steel Re-Bar Dowelsfrom the Foundation

• Eliminates Coordination andLaying out Embedded TrussAnchors

• One Less Visit by the BuildingInspector to the Job Site

• Connects Wood 2nd Floor toMasonry 1st Floor by Creating aContinuous Load Path fromSecond Floor by Coupling QuickTies in the Wood Frame toMasonry Quick Ties (allconnectors are contained insidethe wall cavity and do notinterfere or create cracks in thefinish materials)

• Easy, Quick, Installation

• Quality, Proven, EngineeredProducts

• SAVES $$$

Quick Tie Products, Inc. 13300 Vantage WayJacksonville, FL 32218Phone: (904) 281-0525Fax: (904) 281-0526©Copyright 2018 Quick Tie Products, Inc.

Quick Tie Products, Inc. (“QuickTie”) warrants that, after reasonable notice in writing deliveredto its corporate office at 13300 Vantage Way, Jacksonville, FL 32218, from the date ofpurchase and for a period of one year, and after reasonable opportunity to inspect, it will repairor replace without charge, any product manufactured by QuickTie which, upon inspection, isfound by QuickTie to have been defective at the time of delivery by QuickTie. This warrantydoes not apply if the claim is made more than one year from the date of purchase, or, in theevent the products have been altered, damaged, installed improperly, or misused in any mannerafter delivery by QuickTie. This remedy shall constitute QuickTie’s sole obligation andpurchaser’s sole remedy under this warranty. In no event will QuickTie be responsible forincidental, consequential, or special loss or damage regardless of cause. All warranties void onproducts installed with epoxies that do not carry the QuickTie label. Products sold, but notmanufactured, by QuickTie shall be subject to the warranties and conditions thereof of therespective manufacturers. There are no warranties which extend beyond the description on theface hereof, and the warranty described in this paragraph shall be in lieu of any other warranty,express or implied, including but not limited to any implied warranties of merchantability, fitnessfor a particular purpose, course of dealing or usage of trade, all such other warranties beinghereby expressly excluded.

WARRANTY

Space QuickTies belowthe uplift loads at 8’ on center or

less as required by uplift reactions(QTB or QTG QuickTie)

Use one QuickTieat each end of headers as

required by load—strap the header to the top plate

(QT, LS12, MS24)

Tie down roof framing tothe top plate (HA4, HA8,

MTS12, QGT, SC35)

Use QuickTie(s)at each end of shear

walls as hold-downs(QTB, QTG, QTO, or QTR)

PRODUCT PAGE NO.

QuickTies and QuickTie Accessories:

QTB 3/16" QuickTie 6QTG 1/4" QuickTie 6QTO 5/16" QuickTie 6QTR 3/8" QuickTie 6

Epoxy:QE-1 QuickTie Epoxy 11QE-1TL Epoxy Tool 11E1BSH Epoxy Brush 11E1NOZ Epoxy Nozzle 11QE-1S 1 oz QuickTie Epoxy Shot 12

Masonry Connectors:RT8/RT8F Quarter Point Restrainer 4QTBM 3/16" QuickTie Masonry 4QTGM 1/4" QuickTie Masonry 4QTOM 5/16" QuickTie Masonry 4QTMAB QuickTie Masonry Anchor Bolt 5QTABA QuickTie Anchor Bolt Assembly 5QTM.MG 3/8" QuickTie Masonry Gun 5FT8 Form Tie 13FTW Form Wedge 13QTABR 3/4" Anchor Bolt 13AC374 Podium Anchor Chair 13CMU Masonry Saddle 13

Quick Connectors: FMFF006 FrameFAST® Screw 14FMTLOK TimberLok 15FMLL LedgerLok 15HA4 18 Ga. Hurricane Clip 16MTS & HTS Twist Strap 16QGT 14. Ga. Girder Conn. 17SC35/F 18 Ga. Shear Clip/Flats 17LS & MS 20 Ga. Flat Straps 18PC Plywood Clips 18CS Coil Strap 19

Accessory Parts:Couplings 20Hex Nuts 20Bearing Plates (washers) 20Threaded Rods 20Epoxy Anchors 20Fire Caulk 20

THE QUICKTIE PRODUCT LINE

This simple system of steel cable and connectors pre-stresses the structure.

3PRODUCT CATALOG | 2018 | ©Copyright 2018 Quick Tie Products, Inc.

CONTENTS

PRE-STRESSINGDIFFERENCE

The

Because the wire stretches,it can be “pre-stressed” to produce zeromovement and compensate for buildingsettling and long term wood shrinkage.Shrinkage and movement are a commonproblem in wood framed buildings; aproblem which the old method of strapsand threaded anchors simply do notaddress. When the building is exposed todead loads as it is being built, deflectionsdevelop in these products, creating a“loose” load path to the foundation. Loosestructural connectors allow movementwhich causes the building to be “pulledapart” until these parts become tight,during high winds. This movement is alsoone of the major contributors to drywalland stucco cracks and bowing trim.

Quick Ties do not need to be secured norrequire take-up devices at each floor.

QuickTies are flexible and elastic. By pre-stressing to a design load for 115- 215mphwinds, QuickTies are designed to allowzero movement until the forces applied,(wind or seismic) reach the pre-stress load.That’s why QuickTies keep your home“Stronger in the Storm.”™ They simplycinch the top plate to the building’sfoundation!

QuickTies are easy to inspect. Atinstallation, the pre-stress load exceedsthe design load; therefore “proof-testing”each QuickTie when installed, and notduring a storm!

Installed in thousands of single-family andapartment homes... is the smartframing system for uplift and shear loads.A less expensive & better way to frame!•Safe and secure engineered system•Meets model building codes•Install QuickTies after framing is up•Easy to inspect•Faster than straps and endless nailing•Less expensive than conventional ties•Compensates for wood shrinkageby “pre-stressing” (see below)QuickTies•Reduces nail popsand drywall/stucco cracks

The system installs in half thetime and has been successfully used onthousands of wood structures. The system isinstalled after the building is framed. QuickTieseliminate the need for labor-intensive strapsthat bulge drywall and are time-intensive toinstall and difficult to inspect.

4 ©Copyright 2018 Quick Tie Products, Inc. | PHONE 904-281-0525 | www.QUICKTIESYSTEMS.com | FAX 904-281-0526

MASONRY CONNECTORS

0'-6 34"

0'-3 58"

0'-418"

1 38"x1 3

8" 7ga.STEEL PLATE

0'-5

8"

58" THREADED STUD SWAGED

516"TO AIRCRAFT WIRE ROPE

516" 7x9 PVC COATED GALVANIZED

AIRCRAFT WIRE ROPE

58" X 6 3

4" THREADED STUD SWAGED TO5

16" AIRCRAFT WIRE ROPE4"x4"x 3

8" STEEL PLATE

58" GRADE 2 HEX NUT

58"

6 THREAD

0'-718"

Epoxy Application

1" THREAD

QTGMX (embedment type)x(plate or wall height)

0'-314"

0'-4"

0'-614" 0'

-1 2"

138"x1 3

8" 7ga.STEEL PLATE

1

QTBM - BLUE QUICK TIE

14" 7x9 PVC COATED GALVANIZED AIRCRAFT WIRE ROPE

12" X 6 1

4" THREADED STUD SWAGED TO

1" THREAD

14" AIRCRAFT WIRE ROPE31

2"x3 12"x 3

8" STEEL PLATE

12" GRADE 2 HEX NUT



Epoxy Application

0'-614"

4" THREAD

0'-314"

0'-4"

0'-614"

0'-3

8"

QTBMX (embedment type)x(plate or wall height)



316" 7x9 PVC COATED GALVANIZED

AIRCRAFT WIRE ROPE

38" X 6 1

4" THREADED STUD SWAGED TO

Epoxy Application

316" AIRCRAFT WIRE ROPE23

4"x2 34"x1

4" STEEL PLATE

38" GRADE 2 HEX NUT

0'-614"

4" THREAD

QTBM(L)Blue3/16" Wire Rope3/8" Steel Stud

Patent Pending

QTGM(L)Green1/4" Wire Rope1/2" Steel Stud

Patent Pending

QTOM(L)Orange5/16" Wire Rope5/8" Steel Stud

Patent Pending

PRODUCT FEATURES:The QuickTie™System is aroof and wall anchoringsystem consisting of wirerope with threaded studsswaged to each end. Oneof the threaded studs iscoupled to a cast-in-placeanchor bolt or embeddedinto cured concrete byinserting it into a predrilledhole and using epoxyadhesive to anchor it to thefoundation. The oppositeend of the wire rope withthe threaded stud isextended vertically to theuppermost top of themasonry wall, insertedthrough a hole drilledthrough the wood topplate(s), and attached to asteel plate and nut that areplaced on top of the topplate(s). The nut is thentightened providing acontinuous load path holddown resistance for thewall. Trusses areconnected with QuickConnectors to providedistribution of load to theQuickTie™System. Materials Making Upthe QuickTie Parts:• Threaded studs areASTM A107 Grade 1018or equal, swaged ontoeach end of the wire rope • Wire rope is 7x19,galvanized steel PVCcoated wire rope: QTB3/16" diameter, with abreaking strength of4,200 lbs; QTG 1/4"diameter, with a breakingstrength of 7,000 lbs.;QTO 5/16" diameter, witha breaking strength of9,800 lbs.•Steel Plate Washers witha minimum yieldstrength of 33 ksi and aminimum ultimatestrength of 45 ksi•Nuts Grade 2 zinc plated•Anchor bolt with attachedform board locater

NOTES:(L)- QuickTies aremanufactured to one inchincrement wall heights. Partnumbers correspond to thelength (Example:measurement from theembed surface to theuppermost top plate is 8'-1".The QuickTie part No. is:QTBM8.1 for 3/16"; QTGM8.1for ¼"; QTOM8.1 for 5/16").

Codes Compliance: TER1404-06, FBC FL17106-R2

QTBM(L) Allowableloads: 2,102 lbs.Prestress load:2,940 lbs.(With a minimum 4"embedment min. intoconcrete foundation& 4" edge distance inmin. 2,500 psi)

FL17106.1

QTGM(L) Allowable loads:3,504 lbs.Prestress load:4,900 lbs.(With a minimum 4"embedment min. intoconcrete foundation& 4" edge distancein min. 2,500 psi)

FL17106.1

QTOM(L)Allowable loads:4,905 lbs. Prestress load:6,860 lbs.(With a minimum65/8" embedmentmin. into concretefoundation & 4"edge distance inmin. 2,500 psi)FL17106.1

QTRMX (embedment type)x(plate or wall height)

0'-3

4"

0'-4"0'-9"

0'-6"



38" 7x9 PVC COATED GALVANIZED AIRCRAFT WIRE ROPE

34" X 9" THREADED STUD SWAGED TO

38" AIRCRAFT WIRE ROPE

4"x6"x 58" Steel Plate

34" GRADE 2 HEX NUT

0'-7"

34"6 THREAD

Epoxy Application

1" THREAD

QTRM(L)Red5/16" Wire Rope5/8" Steel Stud

Patent Pending

QTRM(L)Allowable loads:7,207 lbs. Prestress load:10,080 lbs.(With a minimum81/8" embedmentmin. into concretefoundation & 4"edge distance inmin. 2,500 psi)FL17106.1

TIES

Note: Prestress loads account for wire rope relaxation, masonry shrinkage and wood shrinkage.

NOTE: Installation instruction steps found on inside back cover of catalog. MASONRY TIE, Others pending


QUICKTIES AND QUICKTIE ACCESSORIES

U.S. Patent # 9,297,176(others pending)

Concrete Footing

MonolythicConcrete Slab

4" Knock-out foranchor bolt attachment in slab(located on inside of wall)

Drill 11/8 hole to installRT8 restrainer atquarter points

Pressure Treated Yellow Pine2x8 Bottom Plate

Masonry Pre-Cast Lintel(Most lintels do not require reinforcing)

Masonry Wall

Yellow Pine Top Plate

PARTS

Anchor Bolt Assembly – ABLA(wood frame & masonry application)

Masonry Gun

For illustration purposes only.

NOTE: Installation instruction steps found on inside back cover of catalog.

RT8

RT8F

THE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)

Masonry Installation Video


QUICKTIES AND QUICKTIE ACCESSORIESTH

E QU

ICK TIE SY

STEM

U.S. PATEN

T NO

. 6,014,843 (O

ther Patents Pending)

Plate WasherWoodDbl. Top Plate

Quick Tieto Foundation

Coupling

Threaded Rod

Set nail holes directly overchalk lines to align AC374below wall, and place anchorin center of wall

Wa l l L i n eWa l l L i n e

QuickTie

AC374

1/2 COUPLING or 3/4 COUPLING 1/2” Coupling or 3/4" Coupling

Masonry Bond Beam

Bottom Plate

FloorSystemCoupling

Sill Plate

CMU Saddle &Anchor Bolt

QuickTie toTop Plate

QTB(L)Blue3/16" Wire Rope3/8" Steel Stud

QTG(L)Green1/4" Wire Rope1/2" Steel Stud

QTO(L)Orange5/16" Wire Rope5/8" Steel Stud

QTR(L)Red3/8" Wire Rope3/4" Steel Stud

NOTES:(L)- QuickTies aremanufactured in one inch (1")increments from 2'-0" to 61'-0". Part numbers correspondto the length (example:measurement from the embedsurface to the uppermost topplate is 17'-1". QTB17.1 for3/16"; QTG17.1 for ¼";QTO17.1 for 5/16" and,QTR17.1 for 3/8" ).• Wire rope is 7x19,galvanized steel wirerope: QTB 3/16" diameter,with a breaking strengthof 4,200 lbs; QTG 1/4"diameter, with a breakingstrength of 7,000 lbs.;QTO 5/16" diameter, witha breaking strength of9,800 lbs.; QTR 3/8"diameter, with a breakingstrength of 14,400 lbs

Allowable Loads: Theepoxy adhesive used toanchor the QuickTieTMSystem to the foundation isQE-1 Adhesive.

Codes Compliance: TER0910-01, FBC FL3557-R4FL16452

QUICKTIE ACCESSORY APPLICATIONS

WOOD FRAME CONNECTORS

CMU QuickTie Anchor Bolt Connection Anchor Chair for Podium SlabQuickTie Threaded RodExtension at Top Plate

QTB(L) Allowableloads: 1,909 lbs.(With a minimum 4"embedment min.into concretefoundation & 21/4"edge distance inmin. 2,500 psi)

FL13468.1

QTG(L) Allowableloads: 2,839 lbs.(With a minimum 4"embedment intoconcrete foundation &21/4" edge distance inmin. 2,500 psi)Allowable loads:3,182 lbs. (With aminimum 4"embedment. Noedge condition.)

FL13468.2

QTO(L) Allowableloads: 4,455 lbs.(With a minimum65/8" embedmentmin. into concretefoundation & 3"edge distance inmin. 2,500 psi)

FL13468.3

QTR(L) Allowableloads: 6,545 lbs.(81/8" embedmentinto concretefoundation & 31/2"edge distance inmin. 2,500 psi)

FL13468.4

QTGX (embedment type)x(plate or wall height)

0'-4"0'-4"

0'-614" 0'-61

4" 0'-1 2

"

QTRX (embedment type)x(plate or wall height)

0'-3

4"34"

0'-9"

0'-6

0'-9"

0'-6"

3" x 3" x " Steel Plate

0'-4"

0'-6 14"

38

316

316

" Grade 2 Hex Nut

" Threaded Stud Swaged to " Aircraft Wire Rope

12

14 " Threaded Stud Swaged to " Aircraft Wire Rope

38

316

14

38

" Grade 2 Hex Nut12

3" x 3" x " Steel Plate14

3" x 4 " x " Steel Plate

12

12

" Grade 2 Hex Nut58

" Grade 2 Hex Nut34


12

14


14

14 2 " x 2 " x " Steel Plate

38

381 " x 1 " 11 ga.

Steel Plate

38

381 " x 1 " 11ga.

Steel Plate

" 7 x 19 Galvanized Aircraft Wire Rope3

16

14 " 7 x 19 Galvanized Aircraft Wire Rope

58


34


58

516


34

38




0'-4"

0'-6 14"

QTOX (embedment type)x(plate or wall height)

0'-6 34" 0'-8 3

4"

0'-3 58"

0'-3

8"

QTBX (embedment type)x(plate or wall height)

0'-6 58"

0'-5

8"

Coupled Connection0'-31

4"

380- "

THREAD

Coupled Connection0'-31

4"

120- "

THREAD

Coupled Connection

0'-412"

580- "

THREAD

Coupled Connection0'-4"

340- "

THREAD

NOTE: Installation instruction steps found on back cover of catalog.

Number of Truss to Truss Uplift QT Blue QT GreenTop Plate Connectors (lbs.) Spacing Spacing

HA4 -or- FMTLOK6 -or- MTS12 24” O.C. Ft./In. Ft./In.4 -or- - -or- 3 2,825 n/a 2'- 0"4 -or- - -or- 3 2,500 n/a 2'- 3"4 -or- - -or- 3 2,250 n/a 2'- 6"4 -or- 4 -or- 3 2,050 n/a 2'- 9"3 -or- 4 -or- 2 1,875 n/a 3'- 0"3 -or- 4 -or- 2 1,725 n/a 3'- 3"3 -or- 4 -or- 2 1,650 n/a 3'- 5"3 -or- 4 -or- 2 1,600 n/a 3'- 6"3 -or- 3 -or- 2 1,500 2'- 6" 3'- 9"3 -or- 3 -or- 2 1,450 2'- 7" 3'- 10"3 -or- 3 -or- 2 1,400 2'- 8" 4'- 0"3 -or- 3 -or- 2 1,325 2'- 10" 4'- 3"2 -or- 3 -or- 2 1,250 3'- 0" 4'- 6"2 -or- 3 -or- 2 1,200 3'- 2" 4'- 8"2 -or- 3 -or- 2 1,125 3'- 4" 4'- 9"2 -or- 3 -or- 2 1,100 3'- 6" 4'- 9"2 -or- 2 -or- 2 1,000 3'- 9" 5'- 0"2 -or- 2 -or- 1 925 4'- 1" 5'- 3"2 -or- 2 -or- 1 875 4'- 4" 5'- 4"2 -or- 2 -or- 1 825 4'- 7" 5'- 6"2 -or- 2 -or- 1 775 4'- 11" 5'- 8"2 -or- 2 -or- 1 750 5'- 1" 5'- 9"2 -or- 2 -or- 1 725 5'- 3" 5'- 10"2 -or- 2 -or- 1 700 5'- 5" 6'- 0"2 -or- 2 -or- 1 675 5'- 7" 6'- 0"1 -or- 2 -or- 1 650 5'- 10" 6'- 3"1 -or- 2 -or- 1 625 6'- 1" 6'- 4"1 -or- 2 -or- 1 600 6'- 4" 6'- 6"1 -or- 2 -or- 1 575 6'- 7" 6'- 7"1 -or- 2 -or- 1 550 6'- 9" 6'- 9"1 -or- 1 -or- 1 525 6'- 11" 6'- 11"1 -or- 1 -or- 1 500 7'- 1" 7'- 1"1 -or- 1 -or- 1 475 7'- 3" 7'- 3"1 -or- 1 -or- 1 450 7'- 6" 7'- 6"1 -or- 1 -or- 1 425 7'- 9" 7'- 9"1 -or- 1 -or- 1 400 8'- 0" 8'- 0"1 -or- 1 -or- 1 300 8'- 0" 8'- 0"1 -or- 1 -or- 1 225 8'- 0" 8'- 0"

QUICKTIE SPACING TABLE UPLIFT DESIGN NOTES:

The exact location can changeslightly as long as the maximumspacing between any two QuickTies™does not exceed 8 +/- 3 on eitherside. Therefore, an absolute maximumspacing of 8 – 6 is acceptable.

The minimum edge distancerequired is 2 1/4". The maximumallowable design load with 2 1/4"minimum edge distance: QTB(L) Blue3/16" QuickTie™=1,909 lbs. /QTG(L) Green 1/4" QuickTie™=2,839 lbs.

The maximum allowable designload with no edge distance conditions:QTB(L) Blue 3/16" QuickTie™=1,909 lbs. / QTG(L) Green 1/4"QuickTie™ = 3,182 lbs.

Space all QuickTies™ as specifiedin Table for all walls subject to upliftloads.

All QuickTies™ shall be installedaccording to these specificationsunless designed and certified by aregistered design professional.

QuickTies™ specified in Table areembedded into minimum 2,500 psiconcrete using an epoxy capable ofresisting the given loads.

Loads in Table require a minimum1/2" thick gypsum wall board on eachside of the wall fastened to studs w/1-1/2" long wallboard nails spaced at 6"o/c at edges and 12" o/c in the field.

Use only QuickTie™ Systemmaterials as specified and supplied byQuickTie Products, Inc.

Verify edge condition

8

7

6

5

4

3

2

1

9

See

Quic

kTie

son

Pag

e 6

1" Roundhole drilledin Top Max.

Steel Plate Washer

Wood Sill Plate

Concrete

Epoxy Adhesive Fill

Edge of ConcreteSe

e ed

ge d

ist.

Page

4

Threaded StudSwaged to AircraftWire Rope

Aircraft Wire Rope

OverspillEpoxy

Steel Stud Swagedto Wire Rope

Steel Plate

Plan

QuickTieTop Plate

QuickTieEmbed

Plan @ Plate1/16" Larger Holein Wood Plate

Uplift Force perTruss (lbs.)see TrussDesign Drawing

QT Spacing to Resist UpliftSee Table Above

QT Hold-Downfor Uplift and/orOverturning

QT Hold-Downsto Resist GivenGirder TrussUplift (installon each sideof column tominimizeeccentricity)

Roof Trusses24" o/c

Multi-PlyGirder Truss

12" (see note4 below)

QT EachSide

LS12 atEach End

Foundation

MS24Strap

at EachEnd

HA4 HurricaneClips (662 Lbs.)

Wood Trusses

LS12 @ 48” O.C.

Headers Wider ThanQuickTie Spacing

or When ConcentratedUplift Loads Rests on Header

Headers Wider ThanQuickTie Spacing

or When ConcentratedUplift Loads Bears on Header

Header Tie-Down Requirements Girder Tie-DownsQuickTie Placement



NOTES: 1. Sheathing for shear walls removed for clarity. 2. All QuickTies shall be installed according to these specifications unless designed and certified by a registered design professional 3. Install QuickTies ateach end of all shear wall segments. More than one QuickTie may be required to resist combined forces due to uplift and overturning. 4. Refer to Table for maximum spacing requirements for QuickTies used toresist uplifts only. Install one QuickTie within 12" of each load bearing corner (one side of corner, preferably the side where the top plates lap over the other wall.) 5. Allowable loads provided in this figure are forQuickTie System only. Building designer must verify that the wall structural framing elements are capable of transferring the loads to the QTS. 6. See header connection schedule for connections required forheaders 8'-0" and greater. 7. Use only QuickTie System materials as supplied by QuickTie Products, Inc.


NOTE: Installation instruction steps found on back cover of catalog.


QUICKTIES AND QUICKTIE ACCESSORIES HOLD-DOWNS ALLOWABLE LOADS, COMPRESSION & STUD CONFIGURATIONS

8" min.or or

or or

8" min.

8" m

in.

oror8"

min

.

8" min.

8" m

in.

8" min.

8" m

in.

or or oror

or or oror

or oror

or or oror

8" min.

or

Alt. Location

Alt. Location

Alt. Location Alt. Location

Alt. Location

Alt. Location

Alt. Location

Alt. Location

Alt. Location


Alt. Location


Alt. Location

Alt. Location Alt. Location Alt. Location Alt. Location



8" min.

8" m

in.

or or oror

(2-QTB) 3 Stud Configurations

(1-QTB or 1-QTG) 2 Stud Configurations

(2-QTR) 8 Stud Configurations

(2-QTG) 4 Stud Configurations

(1-QTR) 5 Stud Configurations

(2-QTO) 6 Stud Configurations

(1-QTO) 4 Stud Configurations

QUICKTIE HOLD-DOWN COMPRESSION STUD CONFIGURATIONS (See Notes)

Allowable Loads (2,500 psi Concrete Min.)

Qty. QuickTie Distance from Concrete Edge # Studs at EndQuickTie Model No. 21/4" 3" of Shear Wall

1 QTB 1,909 1,909 2

1 QTG 2,839 3,182 2

2 QTB 3,818 3,818 3

1 QTO N/A 4,455 4

2 QTG 5,678 6,364 4

1 QTR N/A 6,545 5

2 QTO N/A 8,910 6

2 QTR N/A 13,090 8

QUICKTIE HOLD-DOWN ALLOWABLE LOADS

QuickTies are used to resist three different loads that develop from a wind or seismic event. These loads are: 1) Uplift loads from the roof system (as seen on the previous two pages ofthis catalog); 2) Horizontal loads at the bottom plate; and, 3) Overturning forces at the ends of shear walls (hold-down as show in this and the next page).When using QuickTies as hold-downs the wood columns of the shear walls are pre-stressed. The columns are compressed between the foundation and the uppermost wood top plateusing elastic QuickTie(s). The QuickTie(s) are attached to the foundation with mechanical or chemical anchor attachments. The QuickTie(s) are attached to the top plate using threadedfasteners, steel plates, and nuts. The tensioning process applies a pre-compression force that is equal to the service over turning load at the end of the shear wall. Initial overstress areapplied to the QuickTie(s) to compensate for shortening of the building due to the closing together of construction gaps between the wood members, wood shrinkage of the wall, and,stress relaxation in the QuickTie.The bottom of this page shows different applications of the QuickTie(s) when using them as hold-downs. When designing with QuickTie(s), the designer should place the shear wallhold-downs first and then fill in between the hold-downs with QuickTie(s) from the uplift spacing table (Page 7) to satisfy the roof uplift.Because these overturning loads can be very high, studs at shear wall ends shall be sized to resist the additional compression load from the pre-compressing QuickTie(s). The tablebelow indicates the minimum number of studs required when using a specific QuickTie(s) as a hold-down. The stud configurations below the table show possible stud configurations(refer to the notes and illustrations on this page for additional information).

Notes:The stud configuration

illustrations shown are only possibleconfigurations to meet thecompression loads. Theseillustrations do not indicate thatadditional studs must be added.Corners, tees, jacks, and king studscan be used as requiredcompression studs when locatednext to QuickTies.

The design professional shouldcheck for the correct number ofcompression studs in combinationwith other loads developed by thestructural designer.

QuickTie(s) are hold-downsonly. Shear walls shall be designedby the design professional usingproper framing, sheathing, andfasteners to resist wind or seismicloads.

Epoxy anchors should be placedbetween QuickTie hold-downs tosatisfy horizontal loads at thebottom plate.

To resist loads higher thanshown here, additional Quick Tie(s)and studs can be added.

When used as a hold-down,additional QuickTie(s) are notneeded at the same location to meetroof uplift loads as shown on pages6 and 7.

Where wood walls are installedover reinforced masonry walls, theelastic QuickTie(s) may beanchored into formed concrete tiebeams.

When grouted masonry tiebeams comprise the top course ofreinforced masonry walls, theelastic QuickTie(s) shall be coupledto anchor bolts that have beenhooked and wired under acontinuous reinforcing bar, locatedat least 5 inches below the top ofthe tie beam. Concrete is then castinto the tie beam. Mechanical orchemical anchors may be used aslong as they are installed into aminimum 2500 psi concrete mix fill,and the anchors meet edge andembedment requirements.

8

7

6

5

4

3

2

1

NOTE: See page 11 of this catalog for additional allowable chemical anchor information.

THE QU

ICK TIE SY

STEM

U.S. PATEN

T NO

. 6,014,843 (O


9


PRODUCT CATALOG | 2018 | ©Copyright 2018 Quick Tie Products, Inc.

QuickTieContinuousfrom UppermostTop Plate toFoundation

Foundation

8" 8"

(Typical) (Option 3)(Option 2)QuickTie Continuous

(from Top Uppermost TopPlate to Foundation)

QuickTie Continuous To EachFloor (Each Floor Tied

Top Plate to Foundation)

QuickTie Each Floor Tied(from Top Plate to Foundation

Tied at Each Floor)

Wood Trusses Wood Trusses

Wood Studs

Foundation Foundation

1st Floor 1st Floor

2nd Floor 2nd Floor2nd Floor

3rd Floor 3rd Floor3rd Floor

1st Floor

QuickTie Continuousfrom Top Plateto Top Plate

QuickTie Continuousfrom Top Plateto Top Plate

QuickTie Continuousfrom Top Plateto Foundation



Floor System

Hurricane Clips asRequired by Uplift

Double Top Plate

Wood Trusses

Bottom Plate

Floor System Floor System Floor System

Required by UpliftHurricane Clips as

Required by UpliftHurricane Clips as

Floor System Floor System

Wood StudsWood Studs

Quick TieContinuousfrom TopPlate toFoundation

Quick Tiesmay be installed outof plumb 8"per 8.0'

Bottom PlateBottom Plate

Quick Ties coupledtogether at Each Floor

Quick Ties coupledtogether at Each Floor

Double Top Plate Double Top Plate

QUICKTIE SHEAR WALL HOLD-DOWN APPLICATIONS

DESIGN FOR SHEAR1. Install QuickTie(s) at each end of the shear wall.2. Install wedge or epoxy anchors in bottom plateof shear walls to resist horizontal shear loadsat foundation.

DESIGN FOR UPLIFT1. Determine the uplift loads at the roof line—tieroof framing to the top plates.

2. Layout the QuickTies below to meet the upliftloads at 8’-0” or less, on center, starting at 12”

from the corners. QuickTies can also be usedin multi-story structures.

3. Use the QuickTie spacing table to determinespacing based on uplift loads on page 7.

NOTES1. Tie all roof framing to the top plates withproperly designed connectors (see pages 14-19). Tie down beams and truss girders.

2. Use QuickTie(s) at each end of header whenheader length exceeds spacing requirements

for QuickTies, as shown on page 7.3. Use all the connectors shown and fill all nailholes with specified nails according to tie andconnector load tables.

4. When using epoxy QuickTiesmust beembedded into concrete as shown on page 7, oras specified by the design professional.

5. Use only the connectors specified in theQuickTie system and connector load tables.

6. CAD details are available upon request, viamail, email or website.

HOLD-DOWN CONFIGURATIONSTHE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)

110 115 130 110 115 130 110 115 130 110 115 130Exposure B Exposure C Exposure B Exposure C

NR NR NR NR NR NR NR NR NR NR NR NRNR NR NR NR NR NR NR NR NR NR NR 750NR NR NR NR NR 450 NR NR 1,000 1,075 1,500 2,250NR NR NR NR NR DR NR 275 1,375 1,400 1,850 DRNR NR NR NR NR NR NR NR 475 500 875 2,125NR NR NR NR 625 DR 775 1,175 2,525 2,550 3,125 DRNR NR 450 475 DR DR 1,075 1,500 2,950 2,975 DR DRNR NR NR NR NR DR 150 500 1,650 1,675 2,175 DRNR NR DR DR DR DR 1,875 2,375 DR DR DR DRNR 475 DR DR DR DR 2,425 2,975 DR DR DR DRNR NR DR DR DR DR 1,275 1,750 DR DR DR DRNR 275 DR DR DR DR 2,225 2,775 DR DR DR DRNR NR NR NR NR NR NR NR 700 700 1,025 2,050NR NR NR NR 175 DR 825 1,150 2,225 2,225 2,675 DRNR NR 225 250 DR DR 1,200 1,550 2,725 2,750 DR DRNR NR NR NR NR DR 450 750 1,700 1,725 2,125 DRNR NR DR DR DR DR 1,050 1,400 DR DR DR DRNR 300 DR DR DR DR 2,350 2,800 DR DR DR DR

0 10 189

1 10 16189

2 10 16189

2 12 16189

4 12 129

2 12 16189

4 12 1618

MODIFIED TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH

For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/sa. DR = Design Requiredb. Straps shall be installed in accordance with manufacturer’s recommendations.c. NR = Not Required

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QUICKTIES AND QUICKTIE ACCESSORIES PORTAL FRAME DETAIL

Minimal Wall StudFraming NominalSize and Grade

2 x 4 No. 2 Grade

2 x 6 Stud Grade

MaximumPony Wall

Height (feet)

MaximumTotal Wall

Height (feet)

MaximumOpening

Width (feet)

Adjacent to Quicktie Orange CableTension Strap Capacity Required (pounds) a.b.c.

Ultimate Design Wind Speedult (mph)

Adjacent to Quicktie Blue CableTension Strap Capacity Required (pounds) a.b.c.

Ultimate Design Wind Speedult (mph)

Extent of header with single portal frame (one braced wall panel)

Front Elevation Front Elevation Section

2' - 18' finished width of openingfor single or double portal

Extent of header with single portal frame(One braced wall panel)

Min. 3"x11-1/4" net header. Steel header prohibited.If 1/2" spacer is used, place on back side of header

Installation holes permanufacturer’s instructions typ.

Pony WallHeight

12' m

ax. t

otal

wal

l hei

ght

10' m

ax. h

eigh

tMin. double2x4 top plate

Tension strap permodified table

r602.10.6.4(on opposite side

of sheathing)

Fasten sheathing to header with 8dcommon or galvanized box nails in 3"grid pattern as shownHeader to jack-stud strap per modifietable r602.10.6.4 on both sides of openingopposite side of sheathing

Avoid nailing into cable to avoid damage, typ.

Min. double 2x4 jack studsMin. double 2x4 framing covered with min. 3/8"thick wood structural panel sheathing with 8dcommon or galvanized box nails at 3" O.C. inall framing (studs, blocking, and sills) typ.

Min. length of panel per table r602.10.5

(2) 3500 lb QuickTie orange cables embeddedmin. 6-5/s" into min. 2500 psi concrete locatedwithin 2" of face of stud pack, min. center-to-centerspacing of 4-1/2", min. 3" edge distance, installedper manufacturer instructions

Min. reinforcing of foundation, one #4 bartop and bottom of footing. lap bars 15" min

Min. footing size under opening is 12"x12. A turned-down slab shall be permitted at door openings.Min. (1) 5/s" diameter anchor bolt installed persection r403.1.6 - with 2"x2"x3/16" plate washer

Fasten kingstud toheader with(6) 16d sinkers

Fasten topplate toheader withtwo rows of16d sinker nailsat 3" O.C. typ.

Min. 3/8" woodstructural panelsheathing

Typicalportal frame

construction

Monolithic slaband curb

3"

Min. embedmentQuickTie orange cable = 6 5/8"

QuickTie blue cable = 4"

if needed, panel spliceedges shall occur over

and be nailed to commonblocking within the middle

24" of the portal-leg height.One row of 3" O.C. nailing isrequired in each panel edge.

1000 lb quicktie bluecable embedded min. 4"into min. 2500 psiconcrete, locatedwithin 2" of face ofstud pack, min. 2-1/4"edge distance, installedper manufacturerinstructions

Drill and epoxythreaded rod

with fullembedmentbelow slab

Min. double 2x4 aligned overjack studs below

PORTAL FRAME DETAIL

QE-1 EPOXY CARTRIDGES & PARTSStandard Standard

Item No. Description Box/Package Carton PalletQE-1 Quick Set Anchoring Epoxy - 20 oz. 6 24 432QE-1TL High Performance Manual Tool 1 12 -1BSH Epoxy Hole Cleanout Brush 1 - -QE-1TLP Pneumatic Epoxy Dispensing Tool 1 - -QE-1TLB Battery Powered Epoxy Dispensing Tool 1 - -QE-1S QuickTie Epoxy Shot - 1 oz. - 24 -

One mixing nozzle is packaged with each cartridge. QE-1+ mixing nozzles must be used to ensure complete and proper mixingof the adhesive

Battery powered and pneumatic guns available

Rod Hole Embed. Critical Edge Allowable Tension Loads in 2,500 psi ConcreteDiameter Diameter Depth Distance Load 6" Edge 5" Edge 4" Edge 3-3/4" Edge 3-1/2" Edge 3" Edge 2-1/2" Edge 2" Edge

(in.) (in.) (in.) (in.) (lb.) (lb.) (lb.) (lb.) (lb.) (lb.) (lb.) (lb.) (lb.) Concrete

6,883 4,820 2,368 3,937 3,832 3,729 3,526 Cracked (SD)13,655 9,561 8,665 7,810 7,602 7,397 6,994 Uncracked (SD)9,227 6,460 5,855 5,277 5,137 4,998 4,726 Uncracked (ASD)6.597 4,275 3,911 3,561 3,476 3,392 3,226 3,064 Cracked (SD)13,630 8.833 8,080 7,357 7,182 7,008 6,665 6,331 Uncracked (SD)9,209 5,968 5,459 4,971 4,852 4,735 4,504 4,277 Uncracked (ASD)

Rod Hole Embed. Critical Edge 3-3/4" 3-1/4" 3" 2-3/4" 2-1/2" 2-1/4" 2" 1-3/4"Diameter Diameter Depth Distance Load Edge Edge Edge Edge Edge Edge Edge Edge

(in.) (in.) (in.) (in.) (lb.) (in.) (in.) (in.) (lb.) (lb.) (lb.) (lb.) (lb.) Concrete

2,667 1,923 1,773 1,700 1,629 1,558 1,490 Cracked (SD)5,865 4,229 3,899 3,739 3,581 3,427 3,276 Uncracked (SD)3,963 2,857 2,635 2,526 2,420 2,316 2,214 Uncracked (ASD)

1,911 1,378 1,271 1,218 1,167 1,117 1,068 1,019 972 Cracked (SD)4,665 3,364 3,102 2,974 2,849 2,726 2,606 2,488 2,373 Uncracked (SD)3,152 2,273 2,096 2,009 1,925 1,842 1,761 1,681 1,603 Uncracked (ASD)

QUICKTIE STRENGTH DESIGN AND ALLOWABLE STRESS DESIGN EDGE DISTANCE TABLES1,2,3,4,5,6,7

3/4 7/8 6-3/4 10-1/8

5/8 3/4 7-3/4 12-5/6

1/2 9/16 4 6-3/8

3/89 7/16 4 6-3/8

1. Quick Tie QE-1 has an installation temperature range of 5 °F to 104 °F for structural applications.2. All Strength Design values listed are bond strength controlled.3. Table represents performance at specific edge distance, hole diameter and embedment depth conditions.4. Table values reflect reduction for use in a Condition B application, where supplementary reinforcement is not present.5. Allowable tension loads calculated based on strength design provisions of IBC Section 1605.3 with the following assumptions: Temperature range A: Maximumshort term temperature = 176 °F (80 °C), Maximum long term temperature = 122 °F (50°C), f'c = 2,500 psi normal-weight uncracked concrete. Single anchor,vertically down with periodic special inspection and no seismic loading. ɸd 0.65 for dry concrete, h ≥ hmin,with ASTM A193 Grade B7 threaded rod.

6. Allowable Stress Design loads based on load combination from ACI based on 1.2D + 1.6L assuming dead load of 0.3 and live load of 0.7 giving a weightedaverage of 1.48.

7. For short term temperature exposure greater than 176 °F (80 °C) and up to 248 °F (120°C), apply a reduction factor of 0.87 to the allowable tension load. Forshort term temperature exposure greater than 248 °F (120°C) and up to 302 °F (150°C), apply a reduction factor of 0.75 to the allowable tension load.

#PRODUCT CATALOG | SPRING 2013 | ©Copyright 2013 QuickTie Products, Inc.

EPOXYEPOXY & ACCESSORIES



F


QUICKTIE COLUMN KITMASONRY CONNECTORSTH

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ther Patents Pending) QUICKTIE COLUMN KIT

Column

TieQuick-

oundRDecorativeColumn

6"x6" Hollow

TieQuick-

Epoxy embedment to the slab

QUICKTIE EPOXY SHOT

Column Installation Video

Form Tie Installation Video

FWTF 8

FW

FT8

PatentPending

Patent Pending


AC374, CMU Saddle & ANCHOR BOLT MASONRY CONNECTORS

11°24"

ABOb andABRb

ABO andABR

Anchor Bolt Detailfor ABOb and ABRbHold-down

12 " x 3"x3" Steel Plate

3"

ABOb or ABRb

342 "3

42 "

12" x 3"x3" Steel Plate

12"

Coupling to QuickTie(Separate Part)

Coupling to QuickTie(Separate Part)

Use this detail when the min. edgedistance cannot be accomplished

Use this detail when the min. edgedistance cannot be accomplished

Anchor Bolt Detailfor ABO and ABRHold-down

Brick LedgeDeeper than1

ABO or ABR

6"min.

min.

MasonryBond Beam

Bottom Plate

FloorSystemCoupling

SillPlate

CMUSaddle &AnchorBolt

QuickTieto TopPlate

W

1-1/4"

Coupling2 x 2 Plate Washer

Anchor BoltSaddle Strap

CMU FORM TIE

CMU Installation

CMU Saddle & Anchor CMU/QuickTieInstallation

ANCHOR BOLTS ABO=5/8" DiameterABR=3/4" Diameter

LateralItem No. Width (w) Description Loads LoadsCMUB8 7 5/8" 8" CMU Wall, 20 Ga. Strap, 1/2" Anchor Bolt & Coupler 1909 1238CMUB12 11 5/8" 12" CMU Wall, 20 Ga. Strap, 1/2" Anchor Bolt & Coupler 1909 1238CMUG8 7 5/8" 8" CMU Wall, 20 Ga. Strap, 1/2" Anchor Bolt & Coupler 3182 1238CMUG12 11 5/8" 12" CMU Wall, 20 Ga. Strap, 1/2" Anchor Bolt & Coupler 3182 1238CMUO8 7 5/8" 8" CMU Wall, 20 Ga. Strap, 5/8" Anchor Bolt & Coupler 4455 1547CMUO12 11 5/8" 12" CMU Wall, 20 Ga. Strap, 5/8" Anchor Bolt & Coupler 4455 1547CMUR8 7 5/8" 8" CMU Wall, 20 Ga. Strap, 3/4" Anchor Bolt & Coupler 6545 1857CMUR12 11 5/8" 12" CMU Wall, 20 Ga. Strap, 3/4" Anchor Bolt & Coupler 6545 1857

PRODUCT FEATURES: The CMU Saddle is designed to allow for easyinstallation and placement of Anchor Bolts when used with QuickTies in concretemasonry wall applications. The CMU Saddle comes in eight different sizes to coverthe four QuickTie sizes and 8” and 12” wide masonry walls. CMU Saddle comeswith the strap, anchor bolt, bearing plate washer, and coupling.INSTALLATION:1. CMU bond beams shall be filled with a minimum 2,500 psi concrete.2. The design professional shall design the bond beam with reinforcement to safelycarry the loads shown in the table.

MATERIALS:•Saddle, 20 gauge, galvanized steel•Anchor Bolt, ASTM A36 zinc plated•Coupling, Grade 2 zinc platedSEE GENERAL NOTES: 1, 3, 7, 10, and 11.CODE COMPLIANCE: Sealed Engineering

PRODUCT FEATURES: FT8 and FWanchors provide easy installation forthe foundation contractor or framer.They can be used in either stem-walls or slabs. They easily mount tothe form prior to placement ofconcrete.

MATERIAL: 16 gauge & 11 gaugegalvanized metal.

SEE GENERAL NOTE: 11

4

2 x10 Form BoardSteel Rebar

8" CMUBlock

FW

FT8

2 x10 Form Board S

Form Wedge(FW)

2x10 Form Board Steel Rebar Tied toEnd of Nail (As Required)

16d Smooth ShankDuplex Nail

FT8 Form TieMetal Connectorat 48" O.C.

P

Form Wedge(FW)

2x10 Form Board

FT8 Form Tie Metal

Connectorat 48" O.C.


7"

4"

3"

C374Aseparately)(Sold

ashersWPlateseparately)Bolt (Sold

nchorA

anchor in center of wallto align AC374 below wall, and placeSet nail holes directly over chalk lines

AC374

COUPLINGNL

TIEQUICK

LING

a l l L i n e

n

a l l L i n e L

WWa l

L L

WWWa l

PRODUCT FEATURES:This product allows forprecise and easyplacement of hold downsand shear anchors inelevated slabs.

•12 gauge galvanizedsteel

INSTALLATION:

•Align nail holes overchalk line and nail to form

•Double nut desired sizeanchor to AC374

SEE GENERAL NOTE: 11

QUICKTIE CONNECTIONFOR PODIUM SLABS


STRUCTURAL WOOD FASTENERSQUICK CONNECTORSTH

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FEATURES• Eliminates ladders• Eliminates pneumatic hoses

LENGTHS: 6"PACKAGING QUANTITIES200 pcs. per box

DESCRIPTIONThe FrameFAST system consists of both the structural wood screws and theFrameFAST tool. The 6" FrameFAST structural wood screw is a code compliantreplacement to hurricane ties and it’s fully threaded design provides superior uplift andlateral resistance.

SAFETY AND SPEEDThe FrameFAST tool is specifically designed to install the FrameFAST fastener in aconsistent and safe manner by eliminating the need for ladders or scaffolding.Productivity and safety are significantly increased.

GUARANTEED CORROSION RESISTANCEFrameFAST is guaranteed not to rust or corrode for the life of the project.FrameFAST is not recommended for use in salt water applications (within 1,000 ft.).

MEET CODE. LOWER COST.Tested and proven to meet current IRCrequirements. Save on time, labor andoverall costs.

ALL OF OUR FEATURED SCREWS:•Eliminate nail guns•No predrilling•Code compliant•Guaranteed corrosion resistance•Free bit in every package•Made in the USA

TABLE 1Allowable Loads

Overall Length Thread Length Part Number6" 5" FMFF006

5 Thread Length

0.260 MAJOR

0.172 MINOR

6

0.188

0.200

HEAD HEIGHT

0.260

TORXplus®

AUTOSERT®

7.5 TPI

FrameFAST® Fastener Specification

• A standard wind load duration factor of 1.6 has been applied per NDS Table 2.3.3. Adjustments to lower this factor maybe made at the engineer’s discretion. No further increase is allowed.

• Assumes fastener installed using the FrameFAST tool into double top plate or 3" from top of header beam with thefastener head driven within 1/4" of flush.

• For applications where wall and roof framing members are of different species use the allowable load correspondingto the weaker species.

• Tabulated loads based on testing to ICC-ES AC233 and application specific testing as reported in Technical EvaluationReport 1503-03.

Uplift Shear Perpendicular to Wall Shear Parallel to WallSPF/H. Fir D. Fir S. Pine SPF/H. Fir D. Fir S. Pine SPF/H. Fir D. Fir S. Pine595 655 690 400 455 485 330 300 285


EPOXYTHE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)

Ledger Board LedgerLOKRim Board

Deck Joist

A. Minimum End Distance 3-3/4"B. Minimum Edge Distance 1-3/4"C. On-Center Spacing per Table 8

FEATURES• Faster, easier, stronger than 3/8" lag screws• Countersinking head style• ACQ approved

FEATURES• Replaces 1/2" lag screws• Large washer head style• ACQ approved


• Values above taken from ICC Evaluation Report ESR #1078• Loads have not been increased to accommodate for NDS load durations or other factors• Withdrawal values assume full thread penetration into main member• Shear value assume a minimum side member of 1-1/2" and main member of 2-1/2"

Withdrawal Shear Perpendicular to Grain Shear Parallel to GrainSPF/H. Fir D. Fir S. Pine SPF/H. Fir D. Fir/S. Pine SPF/H. Fir D. Fir/S. Pine340 440 520 210 260 240 280


Footnotes•Values above taken from ICC Evaluation Report ESR #1078•Loads have not been increased to accommodate for NDSload durations or other factors

• Shear values assume a minimum side member of 1-1 /2"and main member of 1-1 /2"

• Withdrawal loads assume a minimum side thread penetrationof 1-1 /2" into rim board

Shear WithdrawalSPF/H. Fir D. Fir/S. Pine SPF/H. Fir D. Fir/S. Pine250 310 315 405

TABLE 8LedgerLOK Spacing

IRC Code Compliant Spacing of LedgerLOK FastenersMax. Deck Joist Span 6' 8' 10' 12' 14' 16' 18'

Spacing Between Fasteners 20" 15" 12" 10" 8" 7" 6"

STRUCTURAL WOOD FASTENERS QUICK CONNECTORS

Overall Length Thread Length Part Number

2-1/2" 2" FMTLOK2124" 2" FMTLOK046" 2" FMTLOK068" 2" FMTLOK0810" 2" FMTLOK10

TimberLOK SKU’s

Overall Length Thread Length Part Number

3-5/8" 2" FMLL3585" 3" FMLL005

LedgerLOK SKU’s

LedgerLOK® Ledger Board Fastener is designed specifically to replacelag screws used to attach the ledger board of a deck to the band or rimjoist of a house. When installed correctly, the LedgerLOK is designed totransfer lateral and shear loads to the primary structure. Using thefastening pattern in Table 8, these structural screws provide equivalentstrength as the IRC recommended lag screw spacing for both of theseconditions. For complete installation instructions as well as additionaltechnical information, refer to Technical Evaluation Report, TER No.1203·03, found at www.FastenMaster.com. Manufactured by FastenMaster®.

DECK LEDGER TO RIM JOIST

Manufactured by FastenMaster®.

TimberLOK® is a structurally rated fastener that can be used to replace lag screws,excessive nail patterns or conventional ties and straps used in many new housingapplications. The considerable shear and withdrawal strength of this fastener, as shownin Table 1, combined with multiple lengths and ease of installation make it a versatilereplacement to commodity fasteners. The coating on this fastener has been approved foruse in exterior applications and preservative treated wood. For supporting technical anddesign information, refer to Evaluation Services Report, ESR #1078 at www.icc-es.org.For sample applications, refer to the additional details provided here.

Footnotes•Assumes 2x 8 or greater nominal ledger board of treated Hem Fir or denser wood(D. Fi S.Pine)

•Rim board may be 1" or greater in thickness and SPF or denser wood including LSLengineered wood rim material

•Spacing based on 40 psf live load and 10 psf dead load conditions. Adjustments mode forwet service conditions

•Tabulated loads based on ICC-ES Report ESR #1078. Additional testing to ASTM D-1761used to provide equal strength to IRC Table 502.2.2


QUICK CONNECTORS

11 /4"

L"

HTS&MTS

So. Pine Douglas-Fir-Larch Spruce-Pine-FirFASTENERS ALLOWABLE LOADS (lbs) ALLOWABLE LOADS (lbs) ALLOWABLE LOADS (lbs)

Lateral Lateral LateralModel No. Ga.Size F1 F2 F1 F2 F1 F2

1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60 1.33 1.60

HA4 188d x 11/2" 5 4 564 662 120 120 180 180 521 599 120 120 158 158 447 514 106 106 135 135

10d x 11/2" 5 4 662 662 120 120 180 180 599 599 120 120 158 158 514 514 106 106 135 135

HA8 188d x 11/2" 5 5 500 600 - - 51 61 500 600 - - 51 61 405 485 - - 51 61

10d x 11/2" 5 5 590 705 - - 57 69 590 705 - - 57 89 445 540 - - 57 69

MTS12 16 10d x 11/2" 7 7 945 945 - - - - 858 858 - - - - 734 734 - - - -

HTS16 14 10d x 11/2" 11 11 1257 1257 - - - - 1257 1257 - - - - 1064 1064 - - - -

HTS20 14 10d x 11/2" 11 11 1257 1257 - - - - 1257 1257 - - - - 1064 1064 - - - -

HTS24 14 10d x 11/2" 11 11 1257 1257 - - - - 1257 1257 - - - - 1064 1064 - - - -

HTS28 14 10d x 11/2" 11 11 1257 1257 - - - - 1257 1257 - - - - 1064 1064 - - - -

HURRICANE CLIPS & TWIST STRAP

PRODUCT FEATURES:•These ties add increased resistance to wind uplift. Reduces toe nailingutilizing correctly located nail holes for fast, easy and strong attachment ofrafters and trusses to plates and studs

•HA4 & HA8 18 gauge galvanized steel•MTS12 16 gauge galvanized steel•HTS16-28, 14 gauge galvanized steelINSTALLATION:•Use all specified fasteners in schedule to achieve values indicatedSEE GENERAL NOTES: 1, 2, 3, 5, and 6. CODE COMPLIANCE: TER 0910-01, FBC 3557.2, 3557.4.

TOP P BOT P

TOP P BOT P

21/8"

21 /4"

41 /2

"

F1

BOT PTOP P

F2

HA4L(LEFT)

HA4R(RIGHT)

8"

1-1/4"

F2

Notes:1. MTS and HTS straps do not have to be wrapped over truss or rafter to achieve loads shown.2. Clips and straps may be installed on either side of the framing member.3. The number of fasteners shown in the table is the minimum required to achieve loads.4. Clips and straps may be installed on each side of the framing members for twice the loads.

HA8

ToRafter/Truss

ToPlates

Uplift Uplift Uplift

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HURRICANE CLIPS & TWIST STRAPQUICK CONNECTORS

Multiple Hurricane Clip/Twist Strap Applicationto Achieve More Load (Top View)

Install cilps with flanges offset acrossfrom each other for 2x load

Install cilps with flanges diagonallyacross from each other for 2x load

Do not install cilps with flangesdirectly across from each other

Install cilps with flanges offset& diagonally across from

each other for 4x load

Top Plate

Connector

Rafter/truss

Top Plate

Connector

Rafter/truss

Top Plate

Connector

Rafter/truss

Top Plate

Connector

Rafter/truss


GIRDER CONNECTOR & SHEAR CLIPS QUICK CONNECTORSTHE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)

PRODUCT FEATURES:

•Ideal for girder truss connections where uplift loadrequirements are high

•Can be used for wood-to-wood application orconcrete-to-wood application (with epoxy anchor)

•12 gauge galvanized steel strap, with 3" x 3" x 1/4"washer

FOOTNOTES: Anchor bolt not supplied with product.Use all specified fasteners in schedule to achievevalues indicated. SEE GENERAL NOTES: 1, 2, 3, 6, and 7.CODE COMPLIANCE: Sealed Engineering

FASTENERS Doug-Fir Larch/So. Pine Spruce-Pine-FirModel No. & Ga. To Beam/ To ALLOWABLE LOADS ALLOWABLE LOADSNo. QGT Size Girder Truss Plates

QGT (1) 18 Ea. (1) QTG 1450 116014 Ga. 10d x 11/2" QGT

QGT (2) 18 Ea. (2) QTG 2900 232014 Ga. 10d x 11/2" QGT

QGT GIRDER CONNECTOR

3"

3"

4"

PRODUCT FEATURES:•Multi-purpose anchor for holddown to the plate and help inpositioning studs accurately

•Anchors floor and ceiling joiststo headers, and solid blockingto plates

•Use as 90o framing angles tojoin posts to beams and makeother right-angle connections

•18 gauge galvanized steelINSTALLATION: •Use all specified fasteners inschedule to achieve valuesindicated

SEE GENERAL NOTES: 1, 2, 3, 4,5, and 6.

CODE COMPLIANCE: TER 0910-01, FBC 3557.5.3"

45/ 8

"

F 4

F 5

F3

F 2

F2

F1•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.

ALLOWABLE LOADS (LBS.)

LOAD DURATION FACTORSize Total 1.00 1.33 1.60

F1 756 842 84212 F2 294 294 294

F3 756 1005 1075F1 768 942 942

12 F2 262 262 262F3 768 1013 1013F1 696 763 763

12 F2 267 267 267F3 696 926 974F1 708 842 842

12 F2 234 234 234F3 708 905 905F1 594 651 651

12 F2 201 228 228F3 594 790 831F1 606 721 721

12 F2 200 200 200F3 606 775 775

SC35 FRAMING ANGLE

SC35F

SC35

QGT18 Nails QuickTie Required

with QGT

LOADDIRECTION

10d x11/2"

10d x 3"

SouthernPine

10d x11/2"

10d x 3"

Douglasfir-Larch

10d x11/2"

10d x 3"

Spruce-Pine-Fir

ALLOWABLE LOADS (lbs)

LOAD DURATION FACTORSize Total 1.00 1.33 1.60

F4 756 773 77312F5 502 502 502F4 733 733 73312F5 552 552 552F4 655 655 65512F5 431 431 431F4 614 614 61412F5 468 468 468F4 559 559 55912F5 368 368 368F4 525 525 52512F5 401 401 401

SC35F FRAMING PLATELOAD

DIRECTION

10d x11/2"

10d x 3"

10d x11/2"

10d x 3"

10d x11/2"

10d x 3"

SouthernPine

DouglasFir-Larch

Spruce-Pine-Fir

SpeciesFasteners

SpeciesFasteners


FLAT STRAPS, PLYWOOD CLIPSQUICK CONNECTORS

PRODUCT FEATURES:•These ties add increased resistance to wind uplift. Reduces toe nailing utilizing correctlylocated nail holes for fast, easy and strong attachment of rafters and trusses to platesand studs

•20 gauge galv. steel LS, and 16 gauge galvanized steel MSINSTALLATION:•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 memberthickness is a minimum of 21/2”

SEE GENERAL NOTES:1, 2, 3, 5, and 6.CODE COMPLIANCE:TER 0910-01, FBC 3557.3.

LS SERIES STRAP ALLOWABLE TENSION LOADS1,3 (LBS)

Fasteners

Size

No. ofNails

Each Endof Strap

Load Duration Factor2

1.00 1.33 1.60 1.00 1.33 1.60

8d(0.131 x 2.5")

LS9

LS12

LS18

LS21

LS24

LS9

LS12

LS18

LS21

LS24

LS9

LS12

LS18

LS21

LS24

4

5

7

8

9

4

5

7

8

9

4

5

7

8

9

416

520

728

832

936

500

625

875

1,000

1,125

504

630

882

1,008

1,134

553

692

968

1,107

1,245

665

831

1,164

1,295

1,295

670

838

1,173

1,295

1,295

666

832

1,165

1,295

1,295

800

1,000

1,295

1,295

1,295

806

1,008

1,295

1,295

1,295

384

480

672

768

864

460

575

805

920

1,035

464

580

812

928

1,044

511

638

894

1,021

1,149

612

765

1,071

1,224

1,295

617

771

1,080

1,234

1,295

614

768

1,075

1,229

1,295

736

920

1,288

1,295

1,295

742

928

1,295

1,295

1,295

10d(0.148 x 3")

10d x 11/2

(0.148 x 1.5")

NOTES: 1. Allowable tension loads apply for uplift when the straps are installed vertically. 2. Allowable tension loads for load durations of two months (i.e., 115%) and seven days (i.e., 125%) may be obtained bymultiplying the corresponding allowable tension load in the load duration factor column marked "1.0" by 1.15 or 1.25 respectively, with a maximum of 1,295 lbs. 3. Refer also to the General Notes for Tables at the endof this Testing and Evaluation Report for additional information.

Southern Pine(SG=0.55)

Douglas Fir - Larch(SG=0.50)

1.00 1.33 1.60

328

410

574

656

738

392

490

686

784

882

396

495

693

792

891

436

545

763

872

982

521

652

912

1,043

1,173

527

658

922

1,053

1,185

525

656

918

1,050

1,181

627

784

1,098

1,254

1,295

634

792

1,109

1,267

1,295

Spruce - Pine - Fir(SG=0.42)

MS SERIES STRAP ALLOWABLE TENSION LOADS1,3 (LBS)

ModelNo.

Fasteners

Size

No. ofNails

Each Endof Strap


1.00 1.33 1.60 1.00 1.33 1.60

8d(0.131 x 2.5")

MS24

MS27

MS30

MS36

MS39

MS48

MS24

MS27

MS30

MS36

MS39

MS48

MS24

MS27

MS30

MS36

MS39

MS48

9

10

11

13

14

14

9

10

11

13

14

14

9

10

11

13

14

14

981

1,090

1,199

1,417

1,526

1,526

1,152

1,280

1,408

1,664

1,792

1,792

1,179

1,310

1,441

1,703

1,834

1,834

1,305

1,450

1,595

1,885

2,030

2,030

1,532

1,702

1,873

2,118

2,118

2,118

1,568

1,742

1,917

2,118

2,118

2,118

1,570

1,744

1,918

2,118

2,118

2,118

1,843

2,048

2,118

2,118

2,118

2,118

1,886

2,096

2,118

2,118

2,118

2,118

909

1,010

1,111

1,313

1,414

1,414

1,062

1,180

1,298

1,534

1,652

1,652

1,089

1,210

1,331

1,573

1,694

1,694

1,209

1,343

1,478

1,746

1,881

1,881

1,412

1,569

1,726

2,040

2,118

2,118

1,448

1,609

1,770

2,092

2,118

2,118

1,454

1,616

1,778

2,101

2,118

2,118

1,699

1,888

2,077

2,118

2,118

2,118

1,742

1,936

2,118

2,118

2,118

2,118

10d(0.148 x 3")

10d x 11/2

(0.148 x 1.5")



1.00 1.33 1.60

783

870

957

1,131

1,218

1,218

909

1,010

1,111

1,313

1,414

1,414

936

1,040

1,144

1,352

1,456

1,456

1,041

1,157

1,273

1,504

1,620

1,620

1,209

1,343

1,478

1,746

1,881

1,881

1,245

1,383

1,522

1,798

1,936

1,936

1,253

1,392

1,531

1,810

1,949

1,949

1,454

1,616

1,778

2,101

2,118

2,118

1,498

1,664

1,830

2,118

2,118

2,118


ModelNo.

QUICK TIELH12L SBCCI

QUICKTIELH12LSBCCI C

lear

Spa

nM

inim

um L

engt

hM

inim

um L

engt

h(N

ails

)(N

ails

)

PLYWOOD CLIPS

PRODUCT FEATURES:

•Plywood clips are used to support sheathing edges between rafters/ trussesMATERIAL:•20 gauge, galvanized steelINSTALLATION:•Install same size clip as panel thickness centered between rafter/ truss

Item No. Description

PC38 3/8" Panel Thickness PC716 7/16" Panel Thickness PC1532 15/32" Panel Thickness PC12 1/2" Panel Thickness PC58 5/8" Panel Thickness PC1932 19/32" Panel Thickness PC34 3/4" Panel Thickness

PLYWOOD CLIPS

THE QU

ICK TIE SY

STEM

U.S. PATEN

T NO

. 6,014,843 (O



COIL STRAPS QUICK CONNECTORSTHE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)CS20-250 COILED STRAPPING

ALLOWABLE TENSION LOAD1,4 (LBS)CS16-150 COILED STRAPPINGALLOWABLE TENSION LOAD1,4 (LBS)

NOTES: 1. Allowable tension loads apply for uplift when the straps are installed vertically. 2. Minimum required strap lengths include a nail hole located at mid-length, which is to be left unfilled. 3. Allowable tension loads for load durations of two months (i.e., 115%) and seven days (i.e., 125%) may be obtained bymultiplying the corresponding allowable tension load in the load duration factor column marked "1.0" by 1.15 or 1.25 respectively, with a maximum of 2,118 lbs. 4.Refer also to the General Notes for Tables at the end of this Testing and Evaluation Report for additional information.

CS18-200 COILED STRAPPINGALLOWABLE TENSION LOAD1,4 (LBS)

Size

Fasteners

# Ea.End ofStrap

MinimumRequiredStrapLength2(in)


1.00 1.33 1.60 1.00 1.33 1.60

8d x11/2

(0.131x

1.5")

8d (0.131

x2.5")

10d x11/2

(0.148 x1.5")

10d(0.148

x3")

2

3

4

5

6

7

8

9

10

11

12

13

2

3

4

5

6

7

8

9

10

11

2

3

4

5

6

7

8

9

10

11

12

2

3

4

5

6

7

8

9

6¼

8¾

11¼

13¾

16¼

18¾

21¼

23¾

26¼

28¾

31¼

33¾

6¼

8¾

11¼

13¾

16¼

18¾

21¼

23¾

26¼

28¾

6¼

8¾

11¼

13¾

16¼

18¾

21¼

23¾

26¼

28¾

31¼

6¼

8¾

11¼

13¾

16¼

18¾

21¼

23¾

208

312

416

520

624

728

832

936

1,040

1,144

1,248

1,295

208

312

416

520

624

728

832

936

1,040

1,144

250

375

500

625

750

875

1,000

1,125

1,250

1,295

1,295

252

378

504

630

756

882

1,008

1,134

277

415

553

692

830

968

1,107

1,245

1,295

1,295

1,295

1,295

277

415

553

692

830

968

1,107

1,245

1,295

1,295

333

499

665

831

998

1,164

1,295

1,295

1,295

1,295

1,295

335

503

670

838

1,005

1,173

1,295

1,295

192

288

384

480

576

672

768

864

960

1,056

1,152

1,248

192

288

384

480

576

672

768

864

960

1,056

230

345

460

575

690

805

920

1,035

1,150

1,265

1,295

232

348

464

580

696

812

928

1,044

333

499

666

832

998

1,165

1,295

1,295

1,295

1,295

1,295

1,295

333

499

666

832

998

1,165

1,295

1,295

1,295

1,295

400

600

800

1,000

1,200

1,295

1,295

1,295

1,295

1,295

1,295

403

605

806

1,008

1,210

1,295

1,295

1,295

255

383

511

638

766

894

1,021

1,149

1,277

1,295

1,295

1,295

255

383

511

638

766

894

1,021

1,149

1,277

1,295

306

459

612

765

918

1,071

1,224

1,295

1,295

1,295

1,295

309

463

617

771

926

1,080

1,234

1,295

307

461

614

768

922

1,075

1,229

1,295

1,295

1,295

1,295

1,295

307

461

614

768

922

1,075

1,229

1,295

1,295

1,295

368

552

736

920

1,104

1,288

1,295

1,295

1,295

1,295

1,295

371

557

742

928

1,114

1,295

1,295

1,295

1.00 1.33 1.60

164

246

328

410

492

574

656

738

820

902

984

1,066

164

246

328

410

492

574

656

738

820

902

196

294

392

490

588

686

784

882

980

1,078

1,176

198

297

396

495

594

693

792

891

218

327

436

545

654

763

872

982

1,091

1,200

1,295

1,295

218

327

436

545

654

763

872

982

1,091

1,200

261

391

521

652

782

912

1,043

1,173

1,295

1,295

1,295

263

395

527

658

790

922

1,053

1,185

262

394

525

656

787

918

1,050

1,181

1,295

1,295

1,295

1,295

262

394

525

656

787

918

1,050

1,181

1,295

1,295

314

470

627

784

941

1,098

1,254

1,295

1,295

1,295

1,295

317

475

634

792

950

1,109

1,267

1,295




Size

Fasteners

# Ea.End ofStrap



1.00 1.33 1.60 1.00 1.33 1.60

8d x11/2(0.131

x1.5")

8d (0.131

x2.5")

10d x11/2

(0.148x

1.5")

10d(0.148

x3")

2

4

6

8

10

12

14

16

17

18

19

20

21

2

4

6

8

10

12

14

15

16

17

18

2

4

6

8

10

12

14

16

17

18

19

2

4

6

8

10

11

12

13

14

15

6¼

11¼

16¼

21¼

26¼

31¼

36¼

41¼

43¾

46¼

48¾

51¼

53¾

6¼

11¼

16¼

21¼

26¼

31¼

36¼

38¾

41¼

43¾

46¼

6¼

11¼

16¼

21¼

26¼

31¼

36¼

41¼

43¾

46¼

48¾

6¼

11¼

16¼

21¼

26¼

28¾

31¼

33¾

36¼

38¾

218

436

654

872

1,090

1,308

1,526

1,744

1,853

1,962

2,071

2,118

2,118

218

436

654

872

1,090

1,308

1,526

1,635

1,744

1,853

1,962

256

512

768

1,024

1,280

1,536

1,792

2,048

2,118

2,118

2,118

262

524

786

1,048

1,310

1,441

1,572

1,703

1,834

1,965

290

580

870

1,160

1,450

1,740

2,030

2,118

2,118

2,118

2,118

2,118

2,118

290

580

870

1,160

1,450

1,740

2,030

2,118

2,118

2,118

2,118

340

681

1,021

1,362

1,702

2,043

2,118

2,118

2,118

2,118

2,118

348

697

1,045

1,394

1,742

1,917

2,091

2,118

2,118

2,118

202

404

606

808

1,010

1,212

1,414

1,616

1,717

1,818

1,919

2,020

2,118

202

404

606

808

1,010

1,212

1,414

1,515

1,616

1,717

1,818

236

472

708

944

1,180

1,416

1,652

1,888

2,006

2,118

2,118

242

484

726

968

1,210

1,331

1,452

1,573

1,694

1,815

349

698

1,046

1,395

1,744

2,093

2,118

2,118

2,118

2,118

2,118

2,118

2,118

349

698

1,046

1,395

1,744

2,093

2,118

2,118

2,118

2,118

2,118

410

819

1,229

1,638

2,048

2,118

2,118

2,118

2,118

2,118

2,118

419

838

1,258

1,677

2,096

2,118

2,118

2,118

2,118

2,118

269

537

806

1,075

1,343

1,612

1,881

2,118

2,118

2,118

2,118

2,118

2,118

269

537

806

1,057

1,343

1,612

1,881

2,015

2,118

2,118

2,118

314

628

942

1,256

1,569

1,883

2,118

2,118

2,118

2,118

2,118

322

644

966

1,287

1,609

1,770

1,931

2,092

2,118

2,118

323

646

970

1,293

1,616

1,939

2,118

2,118

2,118

2,118

2,118

2,118

2,118

323

646

970

1,293

1,616

1,939

2,118

2,118

2,118

2,118

2,118

378

755

1,133

1,510

1,888

2,118

2,118

2,118

2,118

2,118

2,118

387

774

1,162

1,549

1,936

2,118

2,118

2,118

2,118

2,118

1.00 1.33 1.60

174

348

522

696

870

1,044

1,218

1,392

1,479

1,566

1,653

1,740

1,827

174

348

522

696

870

1,044

1,218

1,305

1,392

1,479

1,566

202

404

606

808

1,010

1,212

1,414

1,616

1,717

1,818

1,919

208

416

624

832

1,040

1,144

1,248

1,352

1,456

1,560

231

463

694

926

1,157

1,389

1,620

1,851

1,967

2,083

2,118

2,118

2,118

231

463

694

926

1,157

1,389

1,620

1,736

1,851

1,967

2,083

269

537

806

1,075

1,343

1,612

1,881

2,118

2,118

2,118

2,118

277

553

830

1,107

1,383

1,522

1,660

1,798

1,936

2,075

278

557

835

1,114

1,392

1,670

1,949

2,118

2,118

2,118

2,118

2,118

2,118

278

557

835

1,114

1,392

1,670

1,949

2,088

2,118

2,118

2,118

323

646

970

1,293

1,616

1,939

2,118

2,118

2,118

2,118

2,118

333

666

998

1,331

1,664

1,830

1,997

2,118

2,118

2,118




Size

Fasteners

# Ea.End ofStrap



1.00 1.33 1.60 1.00 1.33 1.60

8d x11/2(0.131

x1.5")

8d (0.131

x2.5")

10d x11/2

(0.148x

1.5")

10d(0.148

x3")

2

4

6

8

10

12

14

16

17

18

19

20

21

2

4

6

8

10

12

14

15

16

17

18

2

4

6

8

10

12

14

16

17

18

19

2

4

6

8

10

11

12

13

14

15

6¼

11¼

16¼

21¼

26¼

31¼

36¼

41¼

43¾

46¼

48¾

51¼

53¾

6¼

11¼

16¼

21¼

26¼

31¼

36¼

38¾

41¼

43¾

46¼

6¼

11¼

16¼

21¼

26¼

31¼

36¼

41¼

43¾

46¼

48¾

6¼

11¼

16¼

21¼

26¼

28¾

31¼

33¾

36¼

38¾

212

424

636

848

1,060

1,272

1,484

1,688

1,688

1,688

1,688

1,688

1,688

212

424

636

848

1,060

1,272

1,484

1,590

1,688

1,688

1,688

252

504

756

1,008

1,260

1,512

1,688

1,688

1,688

1,688

1,688

256

512

768

1,024

1,280

1,408

1,536

1,664

1,688

1,688

282

564

846

1,128

1,410

1,688

1,688

1,688

1,688

1,688

1,688

1,688

1,688

282

564

846

1,128

1,410

1,688

1,688

1,688

1,688

1,688

1,688

335

670

1,005

1,341

1,676

1,688

1,688

1,688

1,688

1,688

1,688

340

681

1,021

1,362

1,688

1,688

1,688

1,688

1,688

1,688

196

392

588

784

980

1,176

1,372

1,568

1,666

1,688

1,688

1,688

1,688

196

392

588

784

980

1,176

1,372

1,470

1,568

1,666

1,688

232

464

696

928

1,160

1,392

1,624

1,688

1,688

1,688

1,688

236

472

708

944

1,180

1,298

1,416

1,534

1,652

1,688

339

678

1,018

1,357

1,688

1,688

1,688

1,688

1,688

1,688

1,688

1,688

1,688

339

678

1,018

1,357

1,688

1,688

1,688

1,688

1,688

1,688

1,688

403

806

1,210

1,613

1,688

1,688

1,688

1,688

1,688

1,688

1,688

410

819

1,229

1,638

1,688

1,688

1,688

1,688

1,688

1,688

261

521

782

1,043

1,303

1,564

1,688

1,688

1,688

1,688

1,688

1,688

1,688

261

521

782

1,043

1,303

1,564

1,688

1,688

1,688

1,688

1,688

309

617

926

1,234

1,543

1,688

1,688

1,688

1,688

1,688

1,688

314

628

942

1,256

1,569

1,688

1,688

1,688

1,688

1,688

314

627

941

1,254

1,568

1,688

1,688

1,688

1,688

1,688

1,688

1,688

1,688

314

627

941

1,254

1,568

1,688

1,688

1,688

1,688

1,688

1,688

371

742

1,114

1,485

1,688

1,688

1,688

1,688

1,688

1,688

1,688

378

755

1,133

1,510

1,688

1,688

1,688

1,688

1,688

1,688

1.00 1.33 1.60

168

336

504

672

840

1,008

1,176

1,344

1,428

1,512

1,596

1,680

1,688

168

336

504

672

840

1,008

1,176

1,260

1,344

1,428

1,512

198

396

594

792

990

1,188

1,386

1,584

1,683

1,688

1,688

202

404

606

808

1,010

1,111

1,212

1,313

1,414

1,515

223

447

670

894

1,117

1,341

1,564

1,688

1,688

1,688

1,688

1,688

1,688

223

447

670

894

1,117

1,341

1,564

1,676

1,688

1,688

1,688

263

527

790

1,053

1,317

1,580

1,688

1,688

1,688

1,688

1,688

269

537

806

1,075

1,343

1,478

1,612

1,688

1,688

1,688

269

538

806

1,075

1,344

1,613

1,688

1,688

1,688

1,688

1,688

1,688

1,688

269

538

806

1,075

1,344

1,613

1,688

1,688

1,688

1,688

1,688

317

634

950

1,267

1,584

1,688

1,688

1,688

1,688

1,688

1,688

323

646

970

1,293

1,616

1,688

1,688

1,688

1,688

1,688




NOTES: 1. Allowable tension loads apply for uplift when the straps areinstalled vertically. 2. Minimum required strap lengths include a nail holelocated at mid-length, which is to be left unfilled. 3. Allowable tension loadsfor load durations of two months (i.e., 115%) and seven days (i.e., 125%)may be obtained by multiplying the corresponding allowable tension load inthe load duration factor column marked "1.0" by 1.15 or 1.25 respectively,with a maximum of 1,295 lbs. 4. Refer also to the General Notes for Tables atthe end of this Testing and Evaluation Report for additional information.

PRODUCT FEATURES:•Coil straps are made to allow the installer to cut to any length as requiredMATERIAL:•20, 18, & 16 gauge, galvanized steel

LENGTH = 250 feet • WIDTH = 11/4" LENGTH = 200 feet • WIDTH = 11/4" LENGTH = 150 feet • WIDTH = 11/4"

CODE COMPLIANCE: TER0910-01, FBC 3557.1.


COUPLINGS, BEARING PLATES, HEX NUTS, THREADED RODS & FIRE CAULKACCESSORY PARTS

Item No. Rod Size Height3/8CUPLIN 3/8" 1-1/4"1/2x3/8REDCOUP 1/2"-3/8" 1-1/4"1/2CUPLIN 1/2" 1-1/4"1/2x1-3/4CUPLIN 1/2" 1-1/2"5/8-1/2REDCOUP 5/8"-1/2" 1-1/4"5/8CUPLIN 5/8" 2-1/8"3/4-1/2REDCOUP 3/4"-1/2" 1-1/2"3/4CUPLIN 3/4" 2-1/4"

Item No. Bolt Size3/8HEXNUT 3/8"1/2HEXNUT 1/2"5/8HEXNUT 5/8"3/4HEXNUT 3/4"

H

COUPLINGS

BEARING PLATES

THREADED RODS

HEX NUTS

Item No. Size Thickness Bolt Diameter Hole DiameterBP1.4 1 3/8" x 13/8" 1/8" 1/2" 9/16"BP1.5 1 3/8" x 1 3/8" 1/8" 5/8" 11/16"BP22.3 2 1/4" x 2 1/4" 3/16" 3/8" 7/16"BP2.3 2" x 2" x 1/8" 1/8" 3/8" 7/16"BP2.4 2" x 2" x 1/8" 1/8" 1/2" 9/16"BP2.5 2" x 2" x 1/8" 1/8" 5/8" 11/16"BP2.6 2" x 2" x 1/8" 1/8" 3/4" 13/16"BP3.4* 3" x 3" x 1/4" 1/4" 1/2" 9/16"BP3.5* 3" x 3" x 1/4" 1/4" 5/8" 11/16"BP3.5H 3" x 3" x 1/2" 1/2" 5/8" 11/16"BP3.7 3" x 3" x 1/2" 1/2" 3/4" 13/16"BP34.6 3" x 4 1/2" 1/2" 3/4" 13/16"

L

W

Slot Width =Bolt Diameter+1/16"

Hole Size =Bolt Diameter+1/16"

Item No. Rod Size LengthTR.375X6 3/8" 6"TR.375X8 3/8" 8"TR.375X10 3/8" 10"TR.375X12 3/8" 12"TR.375X24 3/8" 24"TR.5X6 1/2" 6"TR.5X8 1/2" 8"TR.5X10 1/2" 10"TR.5X12 1/2" 12"TR.5X24 1/2" 24"TR.625X6 5/8" 6"TR.625X8 5/8" 8"TR.625X10 5/8" 10"TR.625X12 5/8" 12"TR.625X24 5/8" 24"TR.75X6 3/4" 6"TR.75X8 3/4" 8"TR.75X10 3/4" 10"TR.75X12 3/4" 12"TR.75X24 3/4" 24"

*Slotted hole or round hole

MATERIAL:•Grade 2, zinc plated.

MATERIAL:•ASTM A36 or A283/284 or A570 steel galvanized or zinc plated.

MATERIAL:•A36 steel zinc plated.

MATERIAL:•Grade 2, zinc plated.

EPOXY ANCHORS

EPOXY ANCHOR

Item No. Length (L) Description Load1

EA.5x6 6" 1/2" Rod, with hex nut and 2x2 washer 1238EA.5x8 8" 1/2" Rod, with hex nut and 2x2 washer 1238EA.625x6 6" 5/8" Rod, with hex nut and 2x2 washer 1547EA.625x8 8" 5/8" Rod, with hex nut and 2x2 washer 1547

MATERIAL:•Rod - A36 steel, zinc plated•Nut - Grade 2, zinc plated•Washer - Grade 33 galvanized steel

NOTES: 1. Load is based on 1650 psi compression parallel to the grain ofthe wood bottom plate. The grade and species of the wood bottom plate isNo. 2, SYP.

FIRE CAULK

Item No. Qty.3M Fire Dam 4.5 gal.

Roof Truss Roof Truss

Stud to Top Plate Connection(Eliminated with QuickTie System)

Wood Studs

Roof Truss to Top Plate Connection

Wood Studs

Wood StudsWood Studs

Wood Studs

PT Sole Plate

Anchor Bolt

PT Sole Plate

Anchor Bolt

Wood Studs

Sill Plate Sill Plate

Wood Floor System Wood Floor System

Double Top Plate Double Top Plate

Floor to Floor Strapping(Eliminated with QuickTie System)

Sill Plate

Wood Floor System

Double Top Plate

Sill Plate

Wood Floor System

Double Top Plate

Floor to Floor Strapping(Eliminated with QuickTie System)

Multiple Straps at End of Shear Wall(Most Eliminated with QuickTie System)

Multiple Straps at End of Shear Wall(Most Eliminated with QuickTie System)

QuickTie Cable for Shear WallDown is Continuous from Top FloorDouble Top Plates to FoundationEliminating all the Shear WallDown Straps Between Floors

QuickTie Cable for Roof Uplift isContinuous from Top Floor DoubleTop Plates to Foundation Eliminatingall the Uplift Straps Between Floors

Hold Down at End of Shear Wall(Most Eliminated with QuickTie System)

Stud to Sole Plate Connection(Eliminated with QuickTie System)

Typical All Hardware Wall Elevation Typical QuickTie Wall Elevation

Roof Truss to Top Plate Connection

#PRODUCT CATALOG | SPRING 2013 | ©Copyright 2013 QuickTie Products, Inc. 21PRODUCT CATALOG | 2018 | ©Copyright 2018 Quick Tie Products, Inc.

TYPICAL WALL ELEVATIONTHE QUICK TIE SYSTEMU.S. PATENT NO. 6,014,843 (Other Patents Pending)


QuickTie reserves the right to changedesigns, specifications, models or modelnumbers without notice.

The loads listed in this catalog are for productsinstalled in a specific application using specifiedfasteners into sound, undamaged materials. Improperinstallation, fasteners, application or modification ofthe products will affect the load carrying capacities ofthe product and is to be avoided.

GENERAL NOTES1. Allowable loads are in pounds. 2. Unless noted otherwise, nails are common wire

nails of the penny weight noted in the tables.Nails shall comply with ASTM F1667-05Standard Specification for Driven Fasteners:Nails, Spikes, and Staples and shall have thefollowing minimum bending yield strengths, Fyb.

8d, D = 0.131 in., Fyb = 100,000 psi10d, D = 0.148 in., Fyb = 90,000 psi16d, D = 0.162 in., Fyb = 90,000 psi

3. Tabulated allowable loads listed for a loadduration factor of 1.0 (i.e. “Normal” loadduration) are to be used in applications inwhich the shortest load duration in thecombination of loads is 10-years. Thesevalues may be increased for applications inwhich the governing load duration factor is1.15 or 1.25 in accordance with latest editionof the National Design Specification for WoodConstruction (NDS®) up to the tabulatedallowable loads for load duration factors of1.33 and 1.60, or in accordance with thebuilding code adopted by the jurisdiction inwhich the project is to be constructed.

4. The allowable loads included in this catalog arefor QuickTie™ Connectors only. All framingmembers shall be designed in accordance withthe building code adopted by the jurisdiction inwhich the project is to be constructed.

5. Load capacities in the design tables are valid for

CODES EVALUATIONThe products shown in this catalog have been fullyengineered and tested. Most products have beenevaluated by the model code agencies and arelisted in published evaluation reports from thefollowing agencies:

FBC – Florida Building CodeTER – Structural Building ComponentResearch Institute

The Structural Building Components Research Institute(SBCRI) is an A-CLASS accredited state-of-the-arttesting and research facility that is one of few facilitiesthat have the capability of testing structural assembliesas they are actually built and installed in the field.SBCRI has recently performed several tests onbuilding assemblies that incorporated the QuickTie™System and through SBCRI’s engineering partnerQualtim, Inc., test reports and calculations have beenprepared by licensed engineers for the QuickTie™System and several types of Quick Connectors. Thesetest reports, calculations and the methods used are incompliance with, or meet the intent of, the buildingcodes listed below and provide the supportingdocumentation for this Testing and Evaluation Report(TER No. 0910-01). Data and engineering analysisreview has found that the QuickTie™ System andQuick Connectors as described in the report conformwith or are suitable alternates to that specified in thecode references listed in: IBC 2000, IBC 2003, IBC2006, IBC 2009, IBC 2012, IRC 2000, IRC 2003, IRC2006, IRC 2009, IRC 2012, 2004 Florida BuildingCode - Building including 2007 amendments, 2007 &2010 Florida Building Code - Building, 2004 FloridaBuilding Code - Residential including 2007amendments 2007 Florida Building Code, 2017Florida Building Code, North Carolina Building Code2006, North Carolina Building Code 2009 & 2012,North Carolina Residential Code for One- and Two-Family Dwellings 2006, North Carolina ResidentialCode for One- and Two-Family Dwellings 2009, IBC2000 with Texas revisions, IBC 2003 with Texasrevisions, IBC 2006 with Texas revisions, IRC 2000with Texas revisions, IRC 2003 with Texas revisions,and, IRC 2006 with Texas revisions. Compliancewith the building codes listed in Applicable Codesand Standards. ASCE7 Minimum Design Loads forBuildings and other Structures. ASCE19 StructuralApplications of Steel Cables for Buildings.

Performance Evaluation for QuickTie™ have included:(1) Structural performance of connectors under upliftand lateral load conditions. (2) Compliance with thebuilding codes listed above. (3) Compliance for use inbuildings assigned to Seismic Design Categories Athrough E. (4) Compliance for use in buildings locatedwhere the design wind speed is less than or equal to170 mph, in accordance with ASCE 7-05 and 215mph in accordance with ASCE 7-10.

Products which are not listed in a publishedevaluation report have been fully engineered andtested and are in the submittal stage for review by thecode agencies. Additional technical information onthese products may be obtained by calling Quick TieProducts, Inc., Jacksonville, Florida, at 904-281-0526.

the species shown. For other species adjustvalues in accordance with the 2015 NDS®.

6. Unless indicated otherwise, the allowable loadsprovided in these tables assume the connector is attached to a wood member with a minimum nominal thickness of 2".

7. Allowable simultaneous loads in more than onedirection on a single connector must be evaluated using the following equation:Design Load Uplift/Allowable Load Uplift + Design Load Parallel-to-the-Wall-Plate/Allowable Load Parallel-to-the-Wall-Plate + Design Load Perpendicular-to-the-Wall-Plate/Allowable Load Perpendicular-to-the-Wall-Plate.

The building designer is responsible for determining the simultaneous loading conditions.8. When cross-grain bending or cross-grain

tension cannot be avoided in the members,mechanical reinforcement to resist such forcesshould be considered.

9. SI Unit conversions: 1"=25.4 mm, 1 lbf=4.5 N10. Engineer’s sealed part drawing available upon

request.11. The steel used to manufacture the products

shown in this product guide are in accordancewith 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 withASTM A-563 G-90. Products hot dippedgalvanized after fabrication conform to therequirements of ASTM A-123 or ASTM A-153.

12. Products in this catalog are designed andmanufactured for the specific purposesshown. Modifications to products or changesin recommended installation proceduresshould only be made by a qualified designer.

13. Connectors are steel which will corrode andlose load carrying capacity if exposed to saltair, fertilizers, certain chemicals, or othercorrosive substances.

#PRODUCT CATALOG | SPRING 2013 | ©Copyright 2013 QuickTie Products, Inc.

INSTALLATION

Masonry Installation:

Tack into place. Insert anchor bolt andcoupler through bracket.

Fill foundation forms. Continue down the foundation line.

Drill above each anchor bolt infoundation.

Feed cables through the top plate ateach anchor bolt.

Couple anchor bolt to cable atknockout.

1 2 3 4

5 6 7 8

9 10 11 12

13 14 15

Layout location.

Tension the cables to specified load ...using air compressor andtensioning bridge.

16

Use mortor gun to fill bored holesabove each yellow funnel on interiorside of wall.

Lay CMU block wall in a runningbond pattern.

For restrained walls, install yellowfunnels within CMU walls.

Install double top plates Install 12 nails at joint and 12 downboth sides.

Bore hole on interior side of wall aboveeach yellow funnel.

Ensure hole is directly above the lipbetween blocks.


1 2 3 4 5 6 7

Drill bottom holethrough plate and intoconcrete

Drill top hole throughthe plate

Blow out hole withcompressed air;brush; blow again

Inject epoxy Insert proper end ofQuickTie in epoxy andallow to cure

Nail opening straps,hold-downs, andhurricane clips

Tighten QuickTie

Wood Installation:

Quick Tie Products, Inc. 13300 Vantage Way • Jacksonville, FL 32218Phone: (904) 281-0525 • Fax: (904) 281-0526www.quicktiesystems.com

©Copyright 2018 Quick Tie Products, Inc.

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