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Structural Standards

Review Design Standards General Statements before utilizing this web page.


Requirements
Laws
Executive Orders (EOs)
Building Codes & Industry Standards
National Park Service (NPS) Requirements
Professional Guidance
Resources


Requirements

Laws


Executive Orders (EOs)


Building Codes & Industry Standards

  • IBC 2012
  • IEBC 2012
  • ASCE 7-10
  • ACI 318-11
  • ACI 301-10
  • ACI 530-11
  • AISC ASD 9th edition, LRFD 3rd edition, or AISC 13th edition
  • AISC 341-10 Seismic Provisions for Structural Steel Buildings
  • NDS-2012
  • AITC Timber Construction Manual, 6th edition
  • AFPA SDPWS-2008

National Park Service (NPS) Requirements

Denver Service Center (DSC) Requirements

Load Requirements

  • Floor live Load: IBC 2012
  • Roof Live Load: IBC 2012
  • Snow Load: IBC 2012 as required for building location, with consideration of:
    • Unbalanced snow load
    • Snow drifting at lower roofs and projections
    • Roof valley snow drifting
    • Sliding snow
  • Wind Load: ASCE 7-10 as required for building location
  • Seismic: ASCE 7-10 as required for building location
  • Vehicle Bridges: HS20
  • Pedestrian Bridges and Boardwalks: 85 psf

Foundations

  • Frost Depth: As required for building location

Concrete

  • Concrete shall be assigned an Exposure Category per ACI 318, Table 4.2.1.
  • Concrete mix designs shall not exceed paste volume of 25%.
  • Minimum slab-on-grade thickness 4" at thinnest point (typically at floor drains)
  • Minimum compressive strength at 28 days: as required by design, but not less than 3000 psi.
  • Minimum 15% flyash content.
  • Reinforcing steel: ASTM A615 Grade 60
  • Provide control joints and/or adequate reinforcing steel at re-entrant corners in slabs-on-grade.
  • Use of staggered or offset control joints in slabs-on-grade is not permitted.
  • Use ACI 360R-10 for slab-on-grade design.

Masonry

  • Concrete masonry minimum f'm: 1500 psi
  • Reinforcing Steel: ASTM A615 Grade 60
  • Below grade walls and retaining walls grouted solid.
  • Provide control joints near building corners and as recommended by NCMA 10-2B.

Steel

  • W Shapes: ASTM A992, 50 ksi
  • S, M, HP and Channels: ASTM A36 or A572 Grade 50
  • Angles and Plates: ASTM A36
  • TS or HSS: ASTM A500, Grade B, 46 ksi
  • Minimum Fillet Weld Size: 3/16"
  • "L" and "J" bolts shall not be used to resist tension.

Wood

  • Minimum roof sheathing thickness, 5/8"
  • Minimum wall sheathing thickness 1/2"
  • Framing Lumber (depending on location and availability)
    • Southern Pine No. 2 or better
    • Hem Fir No.2 or better
    • Douglas Fir Larch No.2 or better
  • Provide blocking between roof framing members at bearing locations and at diaphragm boundaries.
  • Provide plywood or OSB sheathing over heavy timber decking to create a diaphragm.
  • Whenever possible, engineered lumber (Glulams, LVL's) shall be used in lieu of solid sawn members 8x8 and larger.
  • Use of pentachlorophenol pressure treatment for glulams is not acceptable.

Professional Guidance

Resources

Coastal/Marine Construction

Seismic-Existing Buildings

  • ASCE 31-03 Seismic Evaluation of Existing Buildings
  • ASCE 41-06 Seismic Rehabilitation of Existing Buildings

Tornado Shelters