C N A K C E D S R E H C AN K C E D S R E H C AN K C E D S R E H C AN K C E D S R E H C N AAN K C E D S R E H C

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1 DECK ANCHERS DECK ANCHERS DECK ANCHERS DECK ANCHERS DECK ANCHERS DECK ANCHERS DECK ANC DECK ANCHORS

METAL DECK ANCHOR AND WOOD DECK ANCHOR PRODUCT DESCRIPTION concrete inserts are esigne for installation ion in an through metal composite eck (i.e. pan-eck ) use to support newly poure concrete or roof slabs.

2 METAL DECK ANCHOR AND WOOD DECK ANCHOR PRODUCT DESCRIPTION concrete inserts are esigne for installation ion in an through metal composite eck (i.e. pan-eck ) use to support newly poure concrete or roof slabs. After pre- rilling the eck an installation, the protective sleeve of the insert protrues below the surface of the eck allowing overhea attachment of steel threae ro in sizes ranging from 1/4" to 7/8" in iameter. The sleeve prevents spraye repr material an acoustical ampening proucts from clogging the internal threas of the insert. It also prevents burying, masking or losing the insert location. The unique, six sie impact plate o ers resistance to rotation within the concrete as a steel threae ro is being installe. concrete inserts are installe onto wooen forms use to support newly poure concrete slabs, roof slabs or walls. When the forms s are strippe, the color-coe r oe is visibly embee in the concrete surface. The inserts allow the attachment of steel threae ro or threae bolts in sizes ranging from 1/4" to 3/4" in iameter. The unique six sie impact plate o ers resistance to rotation within the concrete as a steel threae ro or threae bolt is being installe. A coil threa esign is available for upon request in 1/" an 3/4" sizes for forming applications. GENERAL APPLICATIONS AND USES Hanging Pipe an Sprinkler Systems Suspening Conuit an Cable Trays Lighting Systems an Overhea Utilities HVAC Ductwork an Strut Channels Suspene Ceilings Concrete Framework FEATURES AND BENEFITS Higher loa values ue to full threa engagement Color coe by size for all traes Low overall installe cost SECTION CONTENTS Page No. General Information Material... 0 Steel Installation Performance Data ANCHOR MATERIALS Carbon Steel an Engineere Plastic ROD/ANCHOR SIZE RANGE (TYP.) 1/4" to 7/8" threae ro for Metal Deck Anchor Concrete s 1/4" to 3/4" threae ro for Woo Deck Anchor Concrete s 1/" an 3/4" coil threa for Woo Deck Anchor Concrete s SUITABLE BASE MATERIALS Normal-Weight Concrete Structural Lightweight Concrete 4110 South Peculiar Drive PECULIAR, MO FAX: WWW SIOUXCHIEF.COM 01

3 MATERIAL SPECIFICATIONS Anchor Component Component Material Boy AISI 1008 Carbon Steel Flange AISI 1008 Carbon Steel Spring Steel Music Wire Zinc Plating B 633 (Yellow Dichromate) Protective Sleeve Engineere Plastic Anchor Component Component Material Boy AISI 1008 Carbon Steel Flange Engineere Plastic Zinc Plating B 633 (Yellow Dichromate) STEEL SPECIFICATIONS Material Properties for Threae Ro Steel Description Ro (inch) Yiel Strength, f y (ksi) Ultimate Strength, f u (ksi) () A 36 All Stanar carbon ro A 307, Grae C 3/8 thru 4 High strength carbon ro A 13, Grae B7 3/8 thru 1/ Stainless Ro 3/8 thru 5/ (Type 304 / 316 SS) F 53, Conition CW 3/4 thru 1 1/ Allowable Steel Strength for Threae Ro Anchor Nominal Area of Ro A36 Allowable Tension A307 Grae C A13 Grae B7 F53 304/316 SS 1/ ,160 1, , (1.) (4.) (4.) (.7) (5.4) (.) (.) (4.6) (.8) 3/ ,115,115 4,375 3,630 1,00 1,00,55 1,870 (.5) (.8) (.5) (.5) (1.7) (16.3) (4.) (4.) (10.1) (8.4) 1/ ,755 3,755 7,775 6,470 1,40 1,40 4,055 3,330 (1.7) (5.0) (16.) (16.) (35.0) (.1) (8.7) (8.7) (18.) (15.0) 5/ ,870 5,870 1,150 10,130 3,05 3,05 6,60 5,10 (15.) (7.8) (54.7) (45.6) (13.6) (13.6) (8.) (3.4) 3/ ,455 8,455 17,45 1,400 4,355 4,355,010 6,30 (1.1) (11.) (38.0) (38.0) (78.7) (55.8) (1.6) (1.6) (40.5) (8.8) 7/ ,510 11,510 3,810 16,860 5,30 5,30 1,65 8,680 (.) (15.3) (51.8) (51.8) (107.1) (75.) (6.7) (6.7) (55.) (3.1) A36 Allowable Shear A307 Grae C A13 Grae B7 F53 304/316 SS INSTALLATION SPECIFICATIONS Ro/Anchor Size Dimension 1/4 3/8 1/ 5/8 3/4 7/8 Metal Hole Saw () 13/16 13/16 13/16 1 3/16 1 3/16 1 3/16 Drilling Spee (rpm) Height of Spring () Threa Length () 3/8 5/8 11/16 15/16 1 1/8 1 5/16 Length of Sleeve () 3 3/8 3 3/8 3 3/8 3 3/8 3 3/8 3 3/8 Threa Size, UNC 1/4-0 3/8-16 1/-13 5/8-11 3/4-10 7/8- Overall Length () 5 5/16 5 5/16 5 5/16 5 5/16 5 5/16 5 5/16 Steel Flange Thickness () 5/64 5/64 5/64 5/64 5/64 5/64 Ro/Anchor Size Dimension 1/4 3/8 1/ 5/8 3/4 Threa Length () 3/8 5/8 11/16 15/16 1 1/8 Plastic Flange Dia. () 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 Plastic Flange Thickness () 7/64 7/64 7/64 7/64 7/64 Threa Size, UNC 1/4-0 3/8-16 1/-13 5/8-11 3/4-10 Overall Length () 1 7/8 1 7/8 1 7/8 1 7/8 1 7/8 () 3/4 3/4 3/4 3/4 3/ South Peculiar Drive PECULIAR, MO FAX: WWW SIOUXCHIEF.COM

INSTALLATION GUIDELINES Prior to pouring concrete, use the recommene iameter metal hole saw to rill a hole through the metal eck at the

However, it is also acceptable to install metal eck.

The spring-loae impact plate an cause it to stan upright.

portion of the protective plastic sleeve to push through the metal eck, clamping the eck surface between the are installe, concrete

Either before or after the concrete has been place, tap the appropriate iameter steel threae ro or threae bolt through the opening at the

Concrete shoul be allowe to properly cure an achieve its esign compressive strength before loaing the threae ro with the intene assembly.

Chuck Carbie Hole Saw Drill Deck Holes Push Anchor into Place Set by Stepping on Anchor Prior to pouring concrete over the woo form, place

Strike the impact plate of the insert with a han hel hammer, until the plastic color-coe When all inserts are installe, concrete pouring

Eye protection shoul be worn when appropriate iameter steel ro or threae bolt can be inserte into the into the internally threae insert.

4 INSTALLATION GUIDELINES Prior to pouring concrete, use the recommene iameter metal hole saw to rill a hole through the metal eck at the location the insert is neee. Typically, inserts are installe in the for easier access uring installation. However, it is also acceptable to install metal eck. From the topsie of the metal eck, place the Metal Anchor 's color-coe, plastic protective sleeve through the pre-rille hole. The spring-loae impact plate an cause it to stan upright. Either step on the anchor with your foot or using a han hel hammer, strike the hea of the anchor with enough force to cause the tapere portion of the protective plastic sleeve to push through the metal eck, clamping the eck surface between the are installe, concrete pouring may commence. The clamping pressure generate by the spring keeps the sleeve perpenicular to the eck surface uring the pour. Either before or after the concrete has been place, tap the appropriate iameter steel threae ro or threae bolt through the opening at the en of the plastic sleeve an screw into the internally threae insert. threa engagement shoul be one anchor iameter. Concrete shoul be allowe to properly cure an achieve its esign compressive strength before loaing the threae ro with the intene assembly. For safety purposes, it is best to wait until the insert is reay to be put in service before screwing the steel threae ro into place. Chuck Carbie Hole Saw Drill Deck Holes Push Anchor into Place Set by Stepping on Anchor Prior to pouring concrete over the woo form, place the Deck Anchor on the surface of the woo form at the esire location. Strike the impact plate of the insert with a han hel hammer, until the plastic color-coe When all inserts are installe, concrete pouring may commence. After the woo forms are remove, Carefully remove any unbroken nails by swiping with a hammer. Eye protection shoul be worn when appropriate iameter steel ro or threae bolt can be inserte into the into the internally threae insert. threa engagement shoul be one anchor iameter. Concrete shoul be allowe to properly cure an achieve its esign compressive strength before loaing the ro or threae bolt with the intene assembly. For safety purposes, it is best to wait until the insert is reay to be put in service before screwing the steel threae ro into place. Set into Place Hammer in Pour Concrete Install Ro Pour Concrete. Then Install Ro 4110 South Peculiar Drive PECULIAR, MO FAX: WWW SIOUXCHIEF.COM 03

5 PERFORMANCE DATA Ultimate an Allowable Loa Capacities for s Installe in Structural Lightweight Concrete over Metal Deck 1,,3,4 Ro/ 1/4 3/8 (.5) 1/ (1.7) 5/8 (15.) 3/4 (1.1) 7/8 (.) Embement Depth h v Flute Location in Spacing (8.6) (8.6) (8.6) En Distance ,450,500 1, (0.0) (11.3) (5.0) (3.8) 3,30, (14.) (11.3) (3.7) (.8) 5,750 3,350 1,15 1,115 (5.) (15.1) (8.6) (5.0) 3,30 3, (14.) (15.1) (3.7) (3.8) 7,110 3,350,370 1,115 (3.0) (15.1) (10.7) (5.0) 3,30 3, (14.) (15.1) (3.7) (3.8) 8,810 3,350,35 1,115 (3.6) (15.1) (13.) (5.0) 3,60 ) ( 0 ) 5. 4 ( 3,60 3, (17.8) (15.1) (4.5) (3.8) 8,810 3,350,35 1,115 (3.6) (15.1) (13.) (5.0) 3,60 ) ( 0 ) 5. 4 ( 3,60 3, (17.8) (15.1) (4.5) (3.8) 8,810 3,350,35 1,115 (3.6) (15.1) (13.) (5.0) 3,60 ) ( f c 3,000 psi (0.7 MPa) Deck Tension Shear Tension Shear (8.6) (8.6) 1 (8.6) (8.6) 1 (8.6) (8.6) 1 Ultimate Loa Allowable Loa 0 ) 5. 4 ( 3,60 3, (17.8) (15.1) (4.5) (3.8). The allowable working loa must be the lesser of the insert capacity or the steel strength of the threae ro. 4. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-1/3 percent for the uration of the loa where permitte by coe South Peculiar Drive PECULIAR, MO FAX: WWW SIOUXCHIEF.COM

6 PERFORMANCE DATA Ultimate an Allowable Loa Capacities for s Installe in Normal-Weight Concrete 1,,3,4,5 Ro/ 1/4 3/8 (.5) 1/ (1.7) 5/8 (15.) Embe. Depth h v Spacing En Distance SPECIFICATION & DESIGN MANUAL Concrete Compressive Strength (f c ) 3,000 psi (0.7 MPa) 4,500 psi (31.1 MPa) Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa 6 4,650 1,550 8,440,815 (8.6) (15.4) (0.) (7.0) (38.0) (1.7) 3/4 (1.1) 6 4,650 1,550 7,350,450 (8.6) (15.4) (0.) (7.0) (33.1) (11.0) 1. Allowable loa capacities liste are calculate using an applie safety factor of The allowable working loa must be the lesser of the insert capacity or the steel strength of the threae ro. 3. Linear interpolation may be use to etermine ultimate loas for intermeiate compressive strengths. 5. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-1/3 percent for the uration of the loa where permitte by coe. Ultimate an Allowable Loa Capacities for s Installe in Structural Lightweight Concrete 1,,3,4 Ro/ 1/4 3/8 (.5) 1/ (1.7) 5/8 (15.) 3/4 (1.1) Embement Depth h v Spacing En Distance f c 3,000 psi (0.7 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear (8.6) 6 (15.4) 4,70 (1.) 1,680 (7.6) 1, (.5) (8.6) 6 (15.4) 4,70 (1.) 5,80 (3.8) 1,45 1,760 (7.) (8.6) 6 (15.4) 4,70 (1.) 7,180 (3.3) 1,45,35 (10.8) 1. Allowable loa capacities liste are calculate using an applie safety factor of The allowable working loa must be the lesser of the insert capacity or the steel strength of the threae ro. plus 50 pouns. 4. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by 33-1/3 percent for the uration of the loa where permitte by coe. 6 4,600 1,535 (8.6) (15.4) (0.7) (6.) 1 4,600 7,50 1,535,530 (8.6) (0.7) (34.) (6.) (11.4) 6 4,600 1,535 (8.6) (15.4) (0.7) (6.) 1 4,600 7,50 1,535,530 (8.6) (0.7) (34.) (6.) (11.4) 4110 South Peculiar Drive PECULIAR, MO FAX: WWW SIOUXCHIEF.COM 05

SPECIFICATION & DESIGN MANUAL

SPECIFICATION & DESIGN MANUAL Spike Pre-Expane PRODUCT DESCRIPTION The Spike anchor, also known as the Rawl Spike, is a patente, one-piece, tamper-proof vibration resistant anchor for use in concrete, block or stone. Several hea styles