SECTION 05 31 13

STEEL FLOOR DECKING

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PART 1    GENERAL
1.1	SECTION INCLUDES
A.	Floor Decking; Composite:
1.	Profile: Type W2-36.
2.	Profile: Type W3-36.
3.	Profile: B-36.
4.	Profile: N3-32
5.	Profile: N-24
6.	Profile: Dovetail Floor Decks
7.	Profile: BR-36
B.	Floor Decking; Non-Composite:
1.	Profile: Type SV.
2.	Profile: Type DV.
C.	Floor Decking; Cellular Composite:
1.	Profile: Type W2.
2.	Profile: Type W3.
3.	Profile: Type B-36.
4.	Profile: Type N3-32.
5.	Profile: Type N-24.
D.	Floor Decking; Cellular Composite Acoustical:
1.	Profile: Type W2.
2.	Profile: Type W3.
3.	Profile: Type B-36.
4.	Profile: Type N3-32.
5.	Profile: Type N-24.
1.2	RELATED SECTIONS
A.	Section 03 31 00 - Structural Concrete
B.	Section 03 34 00 - Low Density Concrete
C.	Section 03 50 00 - Cast Decks and Underlayment.
D.	Section 05 12 13 - Architecturally-Exposed Structural Steel Framing.
E.	Section 05 50 00 - Metal Fabrications.
F.	Section 09 90 00 - Painting and Coating.
1.3	REFERENCES
A.	American National standards institute (ANSI):
1.	ANSI/SDI-C - Standard for Composite Steel Floor Deck.
B.	American Welding Society (AWS):
1.	AWS D1.3 - Structural Welding Code-Sheet Steel.
C.	ASTM International (ASTM):
1.	ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
2.	ASTM A1063/A1063M - Standard Specification for Steel Sheet, Twin-Roll Cast, Zinc-Coated (Galvanized) by the Hot-Dip Process.
3.	ASTM A 1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability.
4.	ASTM A 1039/A1039M - Standard Specification for Steel, Sheet, Hot Rolled, Carbon, Commercial, Structural, and High-Strength Low-Alloy, Produced by Twin-Roll Casting Process.
5.	ASTM C423 - Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method.
6.	ASTM C1513 - Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections.
7.	ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials.
8.	ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection.
9.	ASTM E795 - Standard Practices for Mounting Test Specimens During Sound Absorption Tests.
D.	International building Code (IBC):
1.	IBC 1704 - Structural Tests and Special Inspections.
2.	IBC 1705 - Statement of special inspections.
E.	Underwriters Laboratories (UL).
1.4	DEFINITIONS
A.	ASD - Allowable Strength Design (ASD) method.
B.	LRFD - Load and Resistance Factor Design method.
C.	TSW - Top Seam Welds.
D.	BP - Button Punch.
E.	VSC2 - PunchLok II 
1.5	SUBMITTALS
A.	Submit under provisions of Section 01 30 00 - Administrative Requirements.
B.	Product Data: For each type of decking specified, including dimensions, components, profiles, and finishes.
C.	Shop Drawings: Layout of decks, anchoring, reinforcing, openings, joints, accessories, and attachments details.
D.	Welding certificates.
E.	Product certificates.
F.	Product Test Reports: Tested by qualified testing agency, showing compliance with specified requirements for acoustical floor deck.
G.	Field quality-control reports.
H.	LEED Submittals: Provide product data to document recycled content.
1.6	QUALITY ASSURANCE
A.	Manufacturer Qualifications: All primary products specified in this section shall be supplied by a single manufacturer with a minimum of ten years' experience in the manufacture of steel deck.
1.	Manufacturer offering deck products must be a member of the Steel Deck Institute.
B.	Installer Qualifications: Minimum two years' experience installing similar products.
C.	Testing Agency Qualifications per ASTM E 329: For testing indicated.
D.	Welding Qualifications: Per AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."
1.7	PRE-INSTALLATION CONFERENCE
A.	Convene a conference approximately two weeks before scheduled commencement of the Work. Attendees shall include Architect, Contractor and trades involved. Agenda shall include schedule, responsibilities, critical path items and approvals.
1.8	DELIVERY, STORAGE, AND HANDLING
A.	Deliver products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.
B.	Store products in clean, dry, sheltered area off the ground until ready for use.
C.	Protect products from exposure to direct sunlight and rain.
1.	Protect steel deck from exposure to sunlight and rain. Store steel deck on the jobsite off the ground and covered with waterproof material to prevent exposure to rain or condensation.
2.	Protect and ventilate acoustical insulation to maintain insulation free of moisture.
D.	Handle materials to avoid damage.
1.9	PROJECT CONDITIONS
A.	Maintain environmental conditions, temperature, humidity, and ventilation within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.
PART 2    PRODUCTS
2.1	MANUFACTURERS
A.	Acceptable Manufacturer: Vulcraft/Verco Group, which is located at:<BR />6610 CR 60<BR />St. Joe, IN 46785<BR />Email: request info (dave.bjork@nucor.com);Web: http://www.vulcraft.com | http://www.vercodeck.com 
B.	Substitutions: Not permitted.
C.	Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.
2.2	PERFORMANCE REQUIREMENTS
A.	Structural Characteristics: Calculated per AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."
B.	Fire-Resistance Ratings per ASTM E 119 or UL 263.
1.	Indicate design designations from UL's "Fire Resistance Directory."
a.	Indicate rating and design designation on the Drawings.
2.	Indicate design designations from a qualified testing agency.
a.	Indicate rating and design designation on the Drawings.
2.3	FLOOR DECKING; COMPOSITE
A.	Profile: Type W2-36 FormLok. Grade 50 steel.
1.	Sidelap: PLW2-36Deck used with PunchLok II System.
2.	Sidelap: W2-36 Deck used with TSWs or BPs.
3.	Sidelap: W2-36-SS Deck used with Side-lap Screws.
4.	Mechanical embossments on surface of deck increase shear bond strength between the concrete and steel. Can be used as a composite deck or simply as a form deck.
a.	Rib Depth: 3 inches (76 mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
6.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
7.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
8.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
9.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
10.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
11.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings
B.	Profile: Type W3-36 FormLok. Grade 50 steel. 
1.	Sidelap: PLW3-36 Deck used with PunchLok II System.
2.	Sidelap: W3-36 Deck used with TSWs or BPs.
3.	Sidelap: W3-36-SS Deck used with Side-lap Screws.
4.	Mechanical embossments on surface of deck increase shear bond strength between the concrete and steel. Can be used as a composite deck or simply as a form deck.
a.	Rib Depth: 3 inches (76 mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
6.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
7.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
8.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
9.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
10.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
11.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings
C.	Profile: Type B-36 FormLok. Grade 50 steel. 
1.	Sidelap: PLB-36 Deck used with PunchLok II System.
2.	Sidelap: B-36 Deck used with TSWs or BPs.
3.	Sidelap: B-36-SS Deck used with Side-lap Screws.
4.	Mechanical embossments on surface of deck increase shear bond strength between the concrete and steel. Can be used as a composite deck or simply as a form deck.
a.	Rib Depth: 1.5 inches (38 mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
6.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
7.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
8.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
9.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
10.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
11.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings
D.	Profile: Type N3-32 FormLok. Grade 50 steel. 
1.	Sidelap: PLN3-32 Deck used with PunchLok II System.
2.	Sidelap: N3-32 Deck used with TSWs or BPs.
3.	Sidelap: N3-32-SS Deck used with Side-lap Screws.
4.	Mechanical embossments on surface of deck increase shear bond strength between the concrete and steel. Can be used as a composite deck or simply as a form deck.
a.	Rib Depth: 3 inches (76 mm).
b.	Width: 32 inches (813 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
6.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
7.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
8.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
9.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
10.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
11.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings
E.	Profile: Type N-24. Formlok. Grade 50 steel. ASD and LRFD.
1.	Sidelap: PLN-24 Deck used with PunchLok II System.
2.	Sidelap: N-24 Deck used with TSWs or BPs.
3.	Sidelap: N-24-SS Deck used with Side-lap Screws.
4.	Mechanical embossments on surface of deck increase shear bond strength between the concrete and steel. Can be used as a composite deck or simply as a form deck.
a.	Rib Depth: 3 inches (76 mm).
b.	Width: 24 inches (610 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
6.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
7.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
8.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
9.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
10.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
11.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings.
F.	Profile: Formlok Dovetail Rook Decks. Grade 40 steel. ASD and LRFD.
1.	Profile Type: 2.0D.
a.	Rib Depth: 2 inch (51 mm).
b.	Ribs: 4.
c.	Width: 24 inches (610 mm).
d.	Edges: Side lap when installed.
2.	Profile Type: 3.5D
a.	Rib Depth: 3.5 inch (mm).
b.	Ribs: 3.
c.	Width: 24 inches (610 mm).
d.	Edges: Side lap when installed.
3.	Standards Compliance: 
a.	ASTM A653 SS GR 40 Minimum.
1)	Zinc Coating: G90.
b.	IAPMO UES ER-423.
c.	UL listed.
d.	ANSI/SDI RD-2017.
4.	Standard Lengths: 6 to 42 ft (1829 to 12802 mm).
5.	Thickness: 22 gage. 0.0299 inches (0.759 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm).
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm).
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm).
9.	Finish: Enhanced 2-coat polyester paint.
10.	Finish: White factory primer paint.
11.	Finish: Galvanized.
12.	Finish: ________.
13.	Finish: As detailed on the Drawings.
G.	Profile: Type BR Formlok. Grade 50 steel. 
1.	Sidelap: BR-36 FormLok Deck used with Welded Side-laps
2.	Sidelap: BR-36-SS FormLok Deck used with Side-lap Screws
3.	Features:
a.	Rib Depth: 1.5 inch (38 mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
4.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60 or G90.
b.	ASTM A1008 SS GR50 minimum.
c.	IAPMO UES ER-2018.
d.	UL listed.
e.	ANSI/SDI C-2017.
5.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
6.	Thickness: 22 gage. 0.0299 inches (0.759 mm)
7.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
8.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
9.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
10.	Optional Features:
a.	Primer: White.
b.	Primer: Gray.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings.
2.4	FLOOR DECKING; NON-COMPOSITE
A.	Profiles: SV Non-Composite. Grade 80 steel. 
1.	Shallow Vercor.
a.	Rib Depth: 9/16 inch ( mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Side lap when installed.
2.	Standards Compliance:
a.	ASTM A653 SS GR80 minimum.
1)	Zinc Coating: G90.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDI NC-2017 and RD-2017.
3.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
4.	Thickness: 26 gage. 0.0179 inches (0.455 mm)
5.	Thickness: 24 gage. 0.0239 inches (0.607 mm)
6.	Thickness: 22 gage. 0.0299 inches (0.759 mm)
7.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
8.	Optional Features:
a.	Finish: Galvanized. Standard.
b.	Finish: None. Uncoated.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings.
B.	Profiles: DV Non-Composite. Grade 80 steel. ASD and LRFD.
1.	Shallow Vercor.
a.	Rib Depth: 1-5/16 inch ( mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Side lap when installed.
2.	Standards Compliance:
a.	ASTM A653 SS GR80 minimum.
1)	Zinc Coating: G90.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDI NC-2017 and RD-2017.
3.	Standard Lengths: 6 to 40 ft (1829 mm to 12192 mm).
4.	Thickness: 26 gage. 0.0179 inches (0.455 mm)
5.	Thickness: 24 gage. 0.0239 inches (0.607 mm)
6.	Thickness: 22 gage. 0.0299 inches (0.759 mm)
7.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
8.	Optional Features:
a.	Finish: Galvanized. Standard.
b.	Finish: None. Uncoated.
c.	Finish: ________.
d.	Finish: As detailed on the Drawings.
2.5	FLOOR DECKING CELLULAR COMPOSITE
A.	Profile: Type B Cellular FormLok Composite Floor Deck
1.	Sidelap: PLBCD-36 FormLok Deck used with PunchLok II System 
2.	Sidelap: BCD-36 FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDIC-2017.
4.	Features:
a.	Rib Depth: 1-1/2 inch ( mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
B.	Profile: Type N3 Cellular Formlok Floor Composite
1.	Sidelap: PLN3CD-32 FormLok Deck used with PunchLok II System
2.	Sidelap: N3CD-32 FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDIC-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 32 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
C.	Profile: Type N-24 Cellular Floor Deck
1.	Sidelap: PLNCD-24 FormLok Deck used with PunchLok II System
2.	Sidelap: NCD-24 FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 24 inches (610 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
D.	Profile: Type W3 Cellular Floor Deck. Grade 50 steel. 
1.	Sidelap: PLW3CD-36 FormLok Deck used with PunchLok II System
2.	Sidelap: W3CD-36 FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDIC-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 36 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
E.	Profile: Type W2 Cellular Floor Deck. Grade 50 steel. 
1.	Sidelap: PLW2CD-36 FormLok Deck used with PunchLok II System
2.	Sidelap: W2CD-36 FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 2-1/16 inch ( mm).
b.	Width: 36 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
2.6	FLOOR DECKING; CELLULAR COMPOSITE ACOUSTICAL
A.	Profile: Type B Cellular Acoustical Formlok Composite Floor Deck Grade 50 steel. 
1.	Sidelap: PLBCD-36 AC FormLok Deck used with PunchLok II System
2.	Sidelap: BCD-36 AC FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 1-1/2 inch ( mm).
b.	Width: 36 inches (914 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
B.	Profile: Type N3 Cellular Acoustical Formlok Composite Floor Deck
1.	Sidelap: PLN3CD-32 AC FormLok Deck used with PunchLok II System
2.	Sidelap: N3CD-32 AC FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 32 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
C.	Profile: Type N-24 Cellular Acoustical Floor Deck
1.	Sidelap: PLNCD-24 AC FormLok Deck used with PunchLok II System
2.	Sidelap: NCD-24 AC FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL and FM listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 24 inches (610 mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
d.	* NOTE TO SPECIFIER ** For lengths longer than standard, contact manufacturer for details.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
D.	Profile: Type W3 Cellular Floor Deck. Grade 50 steel. 
1.	Sidelap: PLW3CD-36 AC FormLok Deck used with PunchLok II System
2.	Sidelap: W3CD-36 AC FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 3 inch ( mm).
b.	Width: 36 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
E.	Profile: Type W2 Cellular Floor Deck. Grade 50 steel. 
1.	Sidelap: PLW2CD-36 AC FormLok Deck used with PunchLok II System
2.	Sidelap: W2CD-36 AC FormLok Deck used with TSWs or BPs
3.	Standards Compliance:
a.	ASTM A653 SS GR50 minimum.
1)	Zinc Coating: G60.
b.	IAPMO UES ER-2018.
c.	UL listed.
d.	ANSI/SDI C-2017.
4.	Features:
a.	Rib Depth: 2-1/16 inch ( mm).
b.	Width: 36 inches ( mm).
c.	Edges: Male and female, creating an interlocking side lap when installed.
5.	Standard Lengths: 7.5 to 30 ft (2286 to 9144 mm).
6.	Thickness: 20 gage. 0.0359 inches (0.912 mm)
7.	Thickness: 18 gage. 0.0478 inches (1.214 mm)
8.	Thickness: 16 gage. 0.0598 inches (1.519 mm)
9.	Optional Features:
a.	Finish: ________.
b.	Finish: As detailed on the Drawings.
2.7	SIDELAP ATTACHMENT
A.	VSC2 connection made on interlocking deck sidelaps with the Vulcraft/Verco Group PunchLok II Tool at spacing designated on the approved installation drawings.
B.	Self-Drilling Corrosion Resistant Hex Washer Head Screws: Deck may be installed with short leg on the top or underside. The minimum edge distance for screw must be 1-1/2 times the shank diameter of the screw.
1.	No 8 screws spaced as designated on the Drawings.
2.	No 10 screws spaced as designated on the Drawings.
3.	No 12 screws spaced as designated on the Drawings.
4.	No 14 screws spaced as designated on the Drawings.
C.	Arc Seam Welds: 3/8 x 1 in (10 x 25 mm) spaced as designated on the Drawings.
D.	Fillet Weds: Sized and spaced as designated on the Drawings.
2.8	DECK ATTACHMENT
A.	Deck attachment pattern will be as indicated on drawings. Attachment pattern will provide sufficient strength to resist shear due to lateral loading and wind uplift.
B.	Hilti Fasteners:
1.	Substrate Thickness: 1/8 in (3 mm) minimum, to 3/8 in (10 mm) maximum.
a.	Hilti X-HSN 24 Fastener: Dome style head, red guidance washer and 0.472 inch (11.99 mm) diameter steel silver-colored top-hat washer.
2.	Substrate Thickness: 1/4 in (6 mm) minimum.
a.	Hilti X-ENP-19 L15Fastener: Fully knurled tip and tapered shank fitted with two 0.590 in (14.99 mm) diameter steel cupped washers.
C.	Pneutek Fasteners:
1.	Pneutek fasteners have 1/2 in (13 mm) diameter heads and must be driven with the Pneutek Air/Safe fastening system to ensure tight contact between the fastener head and attached deck.
2.	Substrate Thickness: 0.113 in (2.87 mm) minimum, 0.155 in (3.94 mm) maximum.
a.	Pneutek SDK61.
3.	Substrate Thickness: 0.155 in (3.94 mm) minimum, 0.250 in (6 mm) maximum.
a.	Pneutek SDK63.
4.	Substrate Thickness: 0.187 in (4.75 mm) minimum, 0.312 in (8 mm) maximum.
a.	Pneutek K64.
5.	Substrate Thickness: 0.281 in (7 mm) minimum.
a.	Pneutek K66.
D.	Self-Drilling Screws compliant with ASTM C1513:
1.	No. 12 self-drilling, self-tapping screws.
2.	Minimum Support Attachment Thickness: 0.109 in (2.8 mm); the minimum thickness used on top chord of Vulcraft/Verco Group joists.
3.	Minimum Support Attachment Thickness (in/mm): ______.
E.	Welding:
1.	Arc Spot Welding:
a.	Decking Welded to Supports: Visible weld diameter, 3/4 in (19 mm) minimum for arc spot (puddle) welds.
2.	Arc Seam Welding:
a.	Required at support locations adjacent to the sidelap.
b.	Visible Weld Size (WxL): 3/8 x 1 in (9 x 25 mm) excluding circular ends of welds.
2.9	ACCESSORIES
A.	Miscellaneous Sheet Metal Items Conforming to ANSI/SDI C:
1.	Sump Pans, Sump Plates, Valley Strips, Eave Strips, Edge Closures, Cell Closures: Fabricated of metal of same type and finish as deck. Galvanized unpainted steel may be used in lieu of primer painted accessories with primer painted steel deck.
B.	Profile Closures: As shown on the design drawings.
PART 3    EXECUTION
3.1	EXAMINATION
A.	Do not install floor deck until supporting construction is in place.
B.	Examine support framing and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance of work of this section.
C.	If supporting construction is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
3.2	PREPARATION
A.	Verify that surfaces to receive deck are free of debris.
B.	Place deck in accordance with approved installation drawings.
C.	Locate deck bundles to prevent overloading of support members.
3.3	INSTALLATION
A.	Install and fasten deck and accessories in accordance with the Contract Documents, approved installation drawings, manufacturer's documented instructions and requirements of ANSI/SDI-RD or ANSI/SDI C as applicable.
1.	Welds shall comply with AWS D1.3.
B.	Place deck panels on structural supports and adjust to final position with ends aligned. Attach firmly to the supports immediately after placement in order to form a safe working platform.
C.	Cut and neatly fit and reinforce deck units and accessories around openings and other work projecting through or adjacent to the decking as shown on the construction drawings.
D.	End Bearing: Install deck ends over supports with a minimum end bearing as shown on the installation drawings.
E.	Deck End Laps: Where specified on the plans install deck end laps as shown on the installation drawings.
F.	Side Closures: Fasten to supporting structure and deck in accordance with the Contract Documents, approved installation drawings, and requirements of ANSI/SDI RD or ANSI/SDI C as applicable.
G.	Reinforce steel deck openings per contract documents and approved shop drawings.
H.	Trades that subsequently cut unscheduled openings through the deck are responsible for reinforcing the openings.
I.	Acoustical Batt Insulation: Supplied by the deck manufacturer and installed by the erecting contractor prior to installation of insulation.
3.4	FIELD QUALITY CONTROL
A.	Do not use deck units as a working platform or storage area until units are in position and permanently attached to the structure.
B.	Construction loads must not exceed load carrying capacity of the deck.
3.5	INSPECTION AND REPAIR
A.	Before deck placement, the deck shall be inspected for tears, dents, or other damage that will affect structural performance.
B.	Inspections:
1.	In accordance IBC 1705.2.2, 2012.
2.	In accordance IBC 1705.2.2, 2015.
3.	In accordance IBC 1704.3, 2009.
3.6	PROTECTION
A.	Protect installed products until completion of project.

END OF SECTION