Example: air traffic controller
Rodent-Proof Construction — Structural
to heed this advice may cause further structural damage and personal injury. Figure 3. Mice can enter the wall space where the ends of metal siding panels are open by gnawing through the weather shield or vinyl gasket. Use concrete, angle iron, or heavy duty flashing
Tags:
Information
Domain:
Source:
Link to this page:
Documents from same domain
G1688 Controlling Raccoon and Opossum Damage
wildlife.unl.eduRaccoons, being stronger, are more difficult to exclude than opossums (Figure 7). The recommendations that follow will focus on excluding raccoons because if raccoons are excluded, opossums will be too. Keep structures in excellent condition. Before making any …
G2100 Removing Skunk Odor - University of Nebraska–Lincoln
wildlife.unl.edupurchased from the manufacturer at epoleon.com or (800) 376-5366. Nisus® Bac-Azap® is a commercial grade deodorizer that combines alcohols, enzymes, bacteria, and a fragrance to encapsulate, degrade, and cover organic odors. The product can deodorize a variety of surfaces, including those contami-nated with dead animals.
Related documents
COLD WEATHER CONCRETE GUIDE FOR STRUCTURAL …
cemstone.comproportioned concrete mixtures, this is typically within 48 hours of placement when the concrete temperature is maintained at 50 °F. 01 Properly air-entrained exterior structural concrete should not be subjected to multiple freezing and thawing cycles in a saturated condition before developing a COMPRESSIVE STRENGTH OF 3,500 psi.
Cast-In-Place Concrete Parking Structures - CRSI
crsi.orgresulted in selection of post-tensioned concrete structural frames. The cast-in-place concrete structural system most commonly used for parking structures is a one way slab supported on beams. The slabs typically have spans in the range of 17 ft to 27 ft. The beams usually have spans in the range of 50 ft to 62 ft. Most of the
The Reorganized ACI 318-14 Code - Iowa State University
www.extension.iastate.eduReinforced Concrete” • Structural provisions assumed a working stress limit through 1956 • “Ultimate Strength” approach firmly established in 1971 edition. • ACI 318 organization based on behavior of cast-in-place reinforced concrete 14 History