Project manual

PART 2 - PRODUCTS

2.1 MATERIALS:
A. Steel Decking and all Flashings: ASTM A653, Structural Quality suitable for shear stud weld-through techniques.

B. Galvanizing: ASTM A653, G60.

C. Shear connector studs: ASTM A108, Grades 1015-1020, yield 350 Mpa (50,000 psi) minimum, tensile strength - 400 Mpa (60,000 psi) minimum, reduction of area 50 percent minimum. Studs of uniform diameter; heads shall be concentric and normal to shaft; stud, after welding free from any substance or defect which would interfere with its function as a shear connector. Studs shall not be painted or galvanized. Size of studs shall be as shown on drawings. Studs manufactured by a company normally engaged in the manufacturer of shear studs and can furnish equipment suitable for weld-through installation of shear studs.

D. Galvanizing Repair Paint: Mil. Spec. MIL-P-21035B. E. Miscellaneous Steel Shapes: ASTM A36.

F. Welding Electrode: E60XX minimum.
G. Sheet Metal Accessories: ASTM A653, galvanized, unless noted otherwise.
Provide accessories of every kind required to complete the installation of metal decking in the system shown. Finish sheet metal items to match deck including, but not limited to, the following items:

^{1. Metal Cover Plates: For end-abutting deck units, to close gaps at}
changes in deck direction, columns, walls and openings. Same quality as deck units but not less than 1.3 mm (18 gauge) sheet steel.

2. Continuous sheet metal edging: at openings and concrete slab edges.

Same quality as deck units but not less than 1.3 mm (18 gauge)
steel. Side and end closures supporting concrete and their
attachment to supporting steel shall be designed by the manufacturer to safely support the wet weight of concrete and construction loads. The deflection of cantilever closures shall be limited to 3 mm (1/8 inch) maximum.

^{3. Metal Closure Strips: For openings between decking and other}
construction, of not less than 1.3 mm (18 gauge) sheet steel of the same quality as the deck units. Form to the configuration required
to provide tight-fitting closures at open ends of flutes and sides of decking.

4. Seat angles for deck: Where a beam does not frame into a column.

2.2 REQUIREMENTS:
A. Steel decking depth, gage, and section properties to be as shown.
Provide edges of deck with vertical interlocking male and female lip providing for a positive mechanical connection.

B. Fabricate deck units with integral embossments to provide mechanical bond with concrete slab. In combination with concrete slab, capable of supporting total design loads on spans shown.

^{C. Steel decking capable of safely supporting total, normal construction}
service loads without damage to decking unit.

D. Steel decking units shall include an integral system which provides a simple point of attachment for light duty hanger devices for flexibility for attaching hangers for support of acoustical, lathing, plumbing, heating, air conditioning and electrical items. System shall provide for minimum spacing pattern of 300 mm (12 inches) on centers longitudinally and 600 mm or 900 mm (24 or 36 inches) on centers

^{transversely. Suspension system shall be capable of safely supporting a}
maximum allowable load of 45 kg (100 pounds) concentrated at any one hanger attachment point. System may consist of fold-down type hanger tabs or a lip hanger.

^{PART 3 - EXECUTION}
3.1 ERECTION:
A. Do not start installation of metal decking until corresponding steel framework has been plumbed, aligned and completed and until temporary shoring, where required, has been installed. Remove any oil, dirt, paint, ice, water and rust from steel surfaces to which metal decking will be welded.

B. Coordinate and cooperate with structural steel erector in locating decking bundles to prevent overloading of structural members.

C. Do not use floor deck units for storage or working platforms until permanently secured. Do not overload deck units once placed. Replace any deck units that become damaged after erection and prior to casting concrete at no cost to the Government.

^{D. Erect steel deck in accordance with manufacturer's printed}
instructions.
E. Ship steel deck units to project in standard widths and cut to proper length.

F. Provide steel decking in sufficient lengths to extend over 3 or more spans, except where structural steel layout does not permit.

G. Place steel decking units on supporting steel framework and adjust to final position before being permanently fastening. Bring each unit to proper bearing on supporting beams. Place deck units in straight alignment for entire length of run of flutes and with close

^{registration of flutes of one unit with those of abutting unit. Maximum}
space between ends of abutting units is 13 mm (1/2 inch). If space exceeds 13 mm (1/2 inch), install closure plates at no additional cost to Government.

H. Ceiling hanger loops, if used, must be flattened or removed to obtain bearing of units on structural steel.

I. Fastening Deck Units:
1. Fasten floor deck units to steel supporting members by not less than
16 mm (5/8 inch) diameter puddle welds or elongated welds of equal strength, spaced not more than 305 mm (12 inches) o.c. with a

minimum of two welds per unit at each support. Where two units abut, fasten each unit individually to the supporting steel framework.

2. Tack weld or use self-tapping No. 8 or larger machine screws at 915 mm (3 feet) o.c. for fastening end closures. Only use welds to attach longitudinal end closures.

3. Weld side laps of adjacent floor deck units that span more than 1524 mm (5 feet). Fasten at midspan or 915 mm (3 feet) o.c., whichever is smaller.

J. Welding to conform to AWS D1.3 and done by competent experienced welding mechanics.

K. Areas scarred during erection and welds shall be thoroughly cleaned and touched-up with zinc rich galvanizing repair paint. Paint touch-up is not required for welds or scars that are to be in direct contact with concrete.

L. Provide metal concrete stops at edges of deck as required. M. Cutting and Fitting:

^{1. Cut all metal deck units to proper length in the shop prior to}
shipping.
2. Field cutting by the metal deck erector is restricted to bevel cuts,
notching to fit around columns and similar items, and cutting openings that are located and dimensioned on the structural drawings.

^{3. Other penetrations shown on the approved metal deck shop drawings}
but not shown on the structural drawings are to be located, cut and reinforced by the trade requiring the opening.

4. Make all cuts neat and trim using a metal saw, drill or punchout device; cutting with torches is expressly prohibited.

^{5. Do not make any cuts in the metal deck that are not shown on the}
approved metal deck drawings. If an additional opening not shown on the approved shop drawings is required, submit a sketch, to scale, locating the required new opening and any other openings and supports in the immediate area. Do not cut the opening until the sketch has been reviewed and accepted by the Contracting Officer’s Representative (COR). Provide any additional reinforcing or framing required for the opening at no cost to the Government. Failure to comply with these requirements is cause for rejection of the work and removal and replacement of the affected metal deck.

^{6. Reinforcement at Openings: Provide additional metal reinforcement}
and closure pieces as required for strength, continuity of decking and support of other work shown.

N. Installation of shear connector studs through previously installed metal deck to conform to AWS D1.1, Section 7, except all studs will be installed with automatically timed welding equipment and as specified below:

^{1. Do not place reinforcing steel temperature mesh or other materials}
and equipment which will interfere with stud installation on steel deck until shear connector studs are installed.

^{2. Steel deck sheets shall be free of oil, rust, dirt, and paint.}
Release water in deck’s valley so that it does not become entrapped between deck and beam. Surface to which stud is to be welded shall be clean and dry.

3. Rest metal deck tightly upon top flange of structural member with bottom of deck rib in full contact with top of beam flange.

4. Weld studs only through a single thickness of deck. Place decking so that a butt joint is obtained. Place studs directly over beam web, where one row of studs are required.
5. Ferrules specially developed for the weld-through technique must be used. Ferrules shall be appropriate for size of studs used and be removed after welding.

^{6. Submit report of successful test program for stud base qualification}
as required by AWS D1.1, Appendix K.
3.2 CLEANING:

Clean deck in accordance with manufacturer's recommendation before concrete placement.

- - - E N D - - -

SECTION 05 40 00 - COLD-FORMED METAL FRAMING

PART 1 - GENERAL

1.1 DESCRIPTION:

A. This section specifies materials and services required for installation of cold-formed steel, including tracks and required accessories as shown and specified. This Section includes the following:

a. Exterior non-load-bearing steel stud wall. b. Interior load-bearing steel stud walls

1.2 RELATED WORK:

A. Structural steel framing: Section 05 12 00, STRUCTURAL STEEL FRAMING. B. Non-load-bearing metal stud framing assemblies: Section 09 22 16, NON-

^{STRUCTURAL METAL FRAMING.}
C. Gypsum board assemblies: Section 09 29 00, GYPSUM BOARD.

1.3 DESIGN REQUIREMENTS:

A. Design steel in accordance with American Iron and Steel Institute Publication "Specification for the Design of Cold-Formed Steel Structural Members", except as otherwise shown or specified.
B. Structural Performance: Engineer, fabricate, and erect cold-formed metal framing to withstand design loads within limits and under conditions required.
a. Design Loads: As indicated.

b. Design framing systems to withstand design loads without deflections greater than the following:

c. Exterior Non-load-Bearing Curtain wall: Lateral deflection of

^{1/600 of the wall height with a lateral pressure of 30.}
2. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change (range) of 67 degrees C (120 degrees F).

3. Design framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings.

4. Design exterior non-load-bearing curtain wall framing to accommodate lateral deflection without regard to contribution of sheathing materials.

5. Engineering Responsibility: Engage a fabricator who assumes undivided responsibility for engineering cold-formed metal framing

by employing a qualified professional engineer to prepare design calculations, shop drawings, and other structural data.

1.4 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Shop Drawings: Shop and erection drawings showing steel unit layout, connections to supporting members, and information necessary to complete installation as shown and specified.
C. Manufacturer's Literature and Data: Showing steel component sections and specifying structural characteristics.
D. For cold-formed metal framing indicated to comply with certain design loadings, include structural analysis data sealed and signed by the qualified professional engineer who was responsible for its preparation.

1.5 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only.
B. American Iron and Steel Institute (AISI):
1. Specification and Commentary for the Design of Cold-Formed Steel

Structural Members (1996)

C. American Society of Testing and Materials (ASTM):
1. A36/A36M(REV. A)-2003 Standard Specifications for Carbon

Structural Steel

2. A123/A123M-2002 Standard Specifications for Zinc (Hot-Dip

Galvanized) Coatings on Iron and Steel Products

^{3. A153/A153M-2003 Standard Specifications for Zinc Coating}

(Hot-Dip) on Iron and Steel Hardware

4. A307-2002 Standard Specifications for Carbon Steel

Bolts and Studs

5. A653/A653M-2003 Standard Specifications for Steel Sheet,

^{Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by}

the Hot-Dip Process

6. C955-2003 Standard Specifications for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases

7. C1107-2002 Standard Specifications for Packaged Dry, Hydraulic-Cement Grout (Non-shrink)

8. E488-96(Reapproved 2003) Standard Test Methods for Strength of

Anchors in Concrete and Masonry Elements

^{9. E1190-95(Reapproved 2000) Standard Test Methods for Strength of}

Power-Actuated Fasteners Installed in Structural Members

D. American Welding Society (AWS):
1. D1.3-(98) Structural Welding Code-Sheet Steel
E. Military Specifications (Mil. Spec.):
1. MIL-P-21035B(Reinst. Notice 2) Paint, High Zinc Dust Content, Galvanizing Repair

PART 2 - PRODUCTS

2.1 MATERIALS:

A. Sheet Steel for studs and accessories 16 gage and heavier: ASTM A653, structural steel, zinc coated G60, with a yield of 340 MPa (50 ksi) minimum.
B. Sheet Steel for studs and accessories 18 gage and lighter: ASTM A653, structural steel, zinc coated G60, with a yield of 230 MPa (33 ksi) minimum.
C. Galvanizing Repair Paint: MIL-P-21035B.
D. Nonmetallic, Non-shrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, Portland cement, shrinkage-compensating agents, plasticizing and water-reducing agents, complying with ASTM C1107, with fluid consistency and a 30 minute working time.

2.2 WALL FRAMING:

A. Steel Studs: Manufacturer’s standard C-shaped steel studs of web depth indicated, with lipped flanges, and complying with the following:
^{1. Design Uncoated-Steel Thickness:}

a.	0.91	mm	(0.0358	inch).
^b.	^1.20	^mm	^(0.0474	^inch).
^c.	^1.52	^mm	^(0.0598	^inch).

^{d. (0.0747 inch).}

e. 2.66 mm (0.1046 inch).

2. Flange Width:

a. (1-5/8 inches).

^{3. Web: Punched.}
B. Steel Track: Manufacturer’s standard U-shaped steel track, unpunched, of web depths indicated, with straight flanges, and complying with the following:
1. Design Uncoated-Steel Thickness: Matching steel studs.

^{2. Flange Width: Manufacturer’s standard deep flange where indicated,}

standard flange elsewhere.

2.3 FRAMING ACCESSORIES:
A. Fabricate steel framing accessories of the same material and finish used for framing members, with a minimum yield strength of 230 MPa (33 psi).
B. Provide accessories of manufacturer’s standard thickness and configuration, unless otherwise indicated, as follows:
a. Supplementary framing.

b. Bracing, bridging, and solid blocking. c. Web stiffeners.

d. Gusset plates.

e. Deflection track and vertical slide clips. f. Reinforcement plates.

2.4 ANCHORS, CLIPS, AND FASTENERS:
A. Steel Shapes and Clips: ASTM A36, zinc coated by the hot-dip process according to ASTM A123.
B. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10 times the design load, as determined by testing per ASTM E1190 conducted by a qualified independent testing agency.
C. Mechanical Fasteners: Corrosion-resistant coated, self-drilling, self- threading steel drill screws. Low-profile head beneath sheathing, manufacturer’s standard elsewhere.

2.5 REQUIREMENTS:

A. Welding in accordance with AWS D1.3
B. Furnish members and accessories by one manufacturer only.

PART 3 - EXECUTION

3.1 FABRICATION:

A. Framing components may be preassembled into panels. Panels shall be square with components attached.
B. Cut framing components squarely or as required for attachment. Cut framing members by sawing or shearing; do not torch cut.
C. Hold members in place until fastened.
D. Fasten cold-formed metal framing members by welding or screw fastening, as standard with fabricator. Wire tying of framing members is not permitted.
a. Comply with AWS requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.

b. Locate mechanical fasteners and install according to cold-formed metal framing manufacturer’s instructions with screw penetrating joined members by not less than 3 exposed screw threads.

E. Where required, provide specified insulation in double header members and double jamb studs which will not be accessible after erection.

3.2 ERECTION:

A. Handle and lift prefabricated panels in a manner as to not distort any member.
B. Securely anchor tracks to supports as shown.
C. At butt joints, securely anchor two pieces of track to same supporting member or butt-weld or splice together.
D. Plumb, align, and securely attach studs to flanges or webs of both upper and lower tracks.
E. All axially loaded members shall be aligned vertically to allow for full transfer of the loads down to the foundation. Vertical alignment shall be maintained at floor/wall intersections.
F. Install jack studs above and below openings and as required to furnish support. Securely attach jack studs to supporting members.
G. Install headers in all openings that are larger than the stud spacing in that wall.
H. Attach bridging for studs in a manner to prevent stud rotation. Space bridging rows as shown.
I. Studs in one piece for their entire length, splices will not be permitted.
J. Provide a load distribution member at top track where joist is not located directly over bearing stud.
K. Provide temporary bracing and leave in place until framing is permanently stabilized.
L. Do not bridge building expansion joints with cold-formed metal framing.

Independently frame both sides of joints.

M. Fasten reinforcement plate over web penetrations that exceed size of manufacturer’s standard punched openings.
3.3 TOLERANCES:
A. Vertical alignment (plumbness) of studs shall be within 1/960th of the span.
B. Horizontal alignment (levelness) of walls shall be within 1/960th of their respective lengths.
C. Spacing of studs shall not be more than 3 mm (1/8 inch) +/- from the designed spacing providing that the cumulative error does not exceed the requirements of the finishing materials.
D. Prefabricated panels shall be not more than 3 mm (1/8 inch) +/- out of square within the length of that panel.

3.4 FIELD REPAIR:

A. Touch-up damaged galvanizing with galvanizing repair paint.

- - - E N D - - -

SECTION 05 50 00 - METAL FABRICATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies items and assemblies fabricated from structural steel shapes and other materials as shown and specified.
B. Items specified.
1. Loose Lintels

2. Shelf Angles

3. Safety Nosings

^{4. Railings: (10)}

5. Covers and Frames for Pits and Trenches

6. Support for Wall and Ceiling mounted Items

7. Ladders

8. Safety Railing

1.2 RELATED WORK

A. Railings attached to steel stairs: Section 05 51 00, METAL STAIRS.
B. Colors, finishes, and textures: Section 09 06 00, SCHEDULE FOR FINISHES. C. Prime and finish painting: Section 09 91 00, PAINTING.

D. Stainless steel corner guards: Section 10 26 00, WALL AND DOOR PROTECTION.

1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
^{B. Manufacturer's Literature and Data:}

^Grating, each type	^Floor plate
^Trap door	^Wheel guards
^Ceiling hatch	^Sidewalk Access door
^Manhole Covers	^Safety nosing

C. Shop Drawings:

1. Each item specified, showing complete detail, location in the project, material and size of components, method of joining various components and assemblies, finish, and location, size and type of anchors.

2. Mark items requiring field assembly for erection identification and

furnish erection drawings and instructions.

3. Provide templates and rough-in measurements as required. D. Manufacturer's Certificates:

1. Live load designs as specified.
E. Design Calculations for specified live loads including dead loads.
F. Furnish setting drawings and instructions for installation of anchors to be preset into concrete and masonry work, and for the positioning of items having anchors to be built into concrete or masonry construction.
G. Each manufactured product shall meet, as a minimum, the requirements specified, and shall be a standard commercial product of a manufacturer regularly presently manufacturing items of type specified.
H. Each product type shall be the same and be made by the same manufacturer.

1.4 Quality Assurance

A. Each manufactured product shall meet, as a minimum, the requirements specified, and shall be a standard commercial product of a manufacturer regularly presently manufacturing items of type specified.

B. Each product type shall be the same and be made by the same manufacturer. C. Assembled product to the greatest extent possible before delivery to the

site.
D. Include additional features, which are not specifically prohibited by this specification, but which are a part of the manufacturer's standard commercial product.

1.5 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.
B. American Society of Mechanical Engineers (ASME):
1. B18.6.1-81(R1997) Wood Screws

2. B18.2.2-87(R2005) Square and Hex Nuts

C. American Society for Testing and Materials (ASTM):
1. A36/A36M-05 Structural Steel

2. A47-99(R2004) Malleable Iron Castings

3. A48-03 Gray Iron Castings

4. A53-06 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated

Welded and Seamless

^{5. A123-02 Zinc (Hot-Dip Galvanized) Coatings on Iron and}

6. A167-99(R2004) Stainless and Heat-Resisting Chromium-Nickel Steel

Plate, Sheet and Strip

7. A269-07 Seamless and Welded Austenitic Stainless Steel

Tubing for General Service

^{8. A307-07 Carbon Steel Bolts and Studs, 60,000 PSI Tensile}

Strength

9. A312/A312M-06 Seamless, Welded, and Heavily Cold Worked

Austenitic Stainless Steel Pipes

10. A391/A391M-01 Grade 80 Alloy Steel Chain

^{11. A653/A653M-07 Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron}

Alloy Coated (Galvannealed) by the Hot-Dip Process

12. A786/A786M-05 Rolled Steel Floor Plate

13. B221-06 Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes

^{14. B456-03 Electrodeposited Coatings of Copper Plus Nickel}

Plus Chromium and Nickel Plus Chromium

15. B632-02 Aluminum-Alloy Rolled Tread Plate

16. C1107-07 Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

17. D3656-04 Insect Screening and Louver Cloth Woven from

^{Vinyl-Coated Glass Yarns}

18. F436-07 Hardened Steel Washers

19. F468-06 Nonferrous Bolts, Hex Cap Screws, and Studs for

^{General Use}

20.	F593-02	Stainless Steel Bolts, Hex Cap Screws, and Studs
^21.	^F1667-05	^Driven Fasteners: Nails, Spikes and Staples

^{D. American Welding Society (AWS):}

1.	D1.1-04	Structural	Welding	Code	Steel
^2.	^D1.2-03	^Structural	^Welding	^Code	^Aluminum
^3.	^D1.3-98	^Structural	^Welding	^Code	^Sheet Steel

E. National Association of Architectural Metal Manufacturers (NAAMM)

1. AMP521-01 Pipe Railing Manual

2. AMP 500-505-1988 Metal Finishes Manual

3. MBG 531-00 Metal Bar Grating Manual

4. MBG 532-00 Heavy Duty Metal Bar Grating Manual

^{F. Structural Steel Painting Council (SSPC):}

1.	SP	1-05	No.	1,	Solvent Cleaning
^2.	^SP	^2-05	^No.	^2,	^Hand Tool Cleaning
^3.	^SP	^3-05	^No.	^3,	^Power Tool Cleaning

G. Federal Specifications (Fed. Spec):

1. RR-T-650E Treads, Metallic and Nonmetallic, Nonskid