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Vulcraft Steel Roof and Floor Deck Catalog - University of Maryland ...

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SDI<br />

Short Form<br />

Specifications<br />

FOR STEEL ROOF DECK<br />

PART l - GENERAL<br />

1.1 Related Documents<br />

A. General provisions <strong>of</strong> the Contract,<br />

including General <strong>and</strong> Supplementary<br />

Conditions <strong>and</strong> General Requirements,<br />

apply to work <strong>of</strong> this section.<br />

1.2 Summary<br />

A. This section shall include all<br />

materials, equipment <strong>and</strong> labor<br />

necessary for the installation <strong>of</strong><br />

steel ro<strong>of</strong> deck in accordance with<br />

this specification <strong>and</strong> design<br />

drawings.<br />

B. Related work specified elsewhere.<br />

1. Requirements for structural deck<br />

supports, field painting, firepro<strong>of</strong>ing,<br />

ro<strong>of</strong> sumps, flashings,<br />

drains, collars, gutters, downspouts,<br />

insulation <strong>and</strong> other<br />

miscellaneous items are<br />

specified elsewhere.<br />

1.3. Submittals<br />

A. General: Submit each item in this<br />

section according to the conditions<br />

<strong>of</strong> the contract <strong>and</strong> Division 1<br />

Specification Section.<br />

B. Product Data: Submit manufacturers'<br />

specifications/installation<br />

instructions for each steel ro<strong>of</strong> deck<br />

type <strong>and</strong> specified accessories.<br />

C. Shop Drawings: Submit ro<strong>of</strong> deck<br />

placement drawings showing layout<br />

for each type <strong>of</strong> deck, anchorage<br />

details, sump pans, cut openings<br />

<strong>and</strong> accessories.<br />

D. Welder certification signed by<br />

contractor certifying that welders<br />

comply with requirements specified<br />

under "Quality Assurance", or if<br />

mechanical fasteners are used,<br />

certification from the manufacturer<br />

evidencing compliance <strong>of</strong> mechanical<br />

fasteners with design requirements<br />

based upon comprehensive<br />

testing.<br />

1.4 Quality Assurance<br />

A. Codes <strong>and</strong> St<strong>and</strong>ards-Comply<br />

with provisions <strong>of</strong> the following<br />

unless otherwise indicated.<br />

1. American Iron <strong>and</strong> <strong>Steel</strong> Institute<br />

(AISI) Specification for Design <strong>of</strong><br />

Cold Formed <strong>Steel</strong> Structural<br />

Members, latest edition.<br />

2. American Welding Society<br />

(AWS) D1.3 Structural Welding<br />

Code/Sheet Metal.<br />

3. <strong>Steel</strong> <strong>Deck</strong> Institute (SDI) Design<br />

Manual, latest edition.<br />

B. Certify that each welder has satisfactorily<br />

passed AWS qualification<br />

test for the welding process<br />

involved, <strong>and</strong>, if applicable, has<br />

undergone recertification.<br />

1.5 Delivery, Storage<br />

<strong>and</strong> H<strong>and</strong>ling<br />

A. Protect steel deck from corrosion,<br />

deformation, <strong>and</strong> other damage<br />

during delivery, storage <strong>and</strong><br />

h<strong>and</strong>ling.<br />

B. If ground storage is needed, the<br />

deck bundles must be stored <strong>of</strong>f the<br />

ground, with one end elevated to<br />

provide drainage. Bundles must be<br />

protected against condensation<br />

with a ventilated waterpro<strong>of</strong> covering.<br />

Bundles must be stacked so<br />

there is no danger <strong>of</strong> tipping,<br />

sliding, rolling, shifting or material<br />

damage. Bundles must be periodically<br />

checked for tightness <strong>and</strong><br />

retightened as necessary (so wind<br />

cannot loosen sheets) to prevent<br />

damage caused by the wind.<br />

C. <strong>Deck</strong> bundles placed on the building<br />

frame must always be placed near<br />

a main supporting beam at a<br />

column or wall. In no case are the<br />

bundles to be placed on unbolted<br />

frames or on unattached <strong>and</strong><br />

unbridged joists. The structural<br />

frame must be properly braced to<br />

receive the bundles.<br />

15

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