HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS & PLANS - 03-00032 - Hyde Park II - Two 4-Plex Building #3 & 4STRUCTURAL CALCULATIONS & PLANS
Covered Parking Structure
Rexburg, Idaho
for
JON GREGORY CONSTRUCTION
JON GREGORY
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by
TETON STRUCTURAL ENGINEERS P.C.
Michael Dv Gregory
136 S®o State
Shelley ID 83274-1245
(208) 357-2419 Fax
(208) 357-2420 Voice
tetoneng@ida.net
March 13, 2003
Project #203002
MAR 13 2003
GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1. International Building Code (IBC) - 2000 Edition
2. ACI 318-98 Building Code Requirements for Reinforced Concrete
3. AISC Manual of Steel Construction - 9th Edition ASD
4. AWS for Welding
5. Steel Joist Institute and Steel Deck Institute standard specifications
6. AISI Specifications for the Design of Cold -Formed Steel Structural Members - latest edition.
B. MATERIALS
1. Concrete fc- Ftgs 3000 PSI
2. Reinforcing Steel ASTM A615 -Grade 60
3. Structural Steel — Tube Steel ASTM A500 Grade B 46 KSI
- Misc. Steel ASTM A36 (36 KSI)
4. Cold -Formed Steel - Decking Fy = 33 KSI Minimum
5. Structural Bolts ASTM A307
C. COLD FORMED METAL DECKING
1. Metal deck shall be fabricated from steel conforming to Section A3 of the latest edition of the
AISI Specifications for the Design of Cold -Formed Steel Structural Members.
2. Decking shall be furnished in the longest practical lengths and shall span continuously over
not less than 3 spans, unless noted otherwise.
3. Lap deck 2" minimum, except at 16 gauge deck use die set ends or the ends may be butted.
Place each deck unit on supporting structural frame. Adjust to final position with accurately
aligned side laps and ends bearing on supporting members. On joist framing, be sure the
appropriate end lap occurs over a top chord angle for proper anchorage.
4. Store steel deck off the ground with one end elevated to provide drainage, and protect from
the elements with a waterproof covering, ventilated to avoid condensation.
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