CEMP-E
TI 809-02
1 September 1999
Table 1-2. Guidance Documents Summary.
TI 809
Replaces
Replaces
Replaces
Series
Title
Army
Navy
Air Force
No.
Document
Document
Document
Welding Guidance for Buildings
TM 5-809-7
TI 809-26
Concrete Floor Slabs on Grade
TM 5-809-12
AFM 88-3,
TI 809-27
Subjected to Heavy Loads
Chap.13
Design and Construction of
TI 809-28
Reinforced Ribbed Mat Slabs
Structural Considerations for metal
TI 809-29
Roofing
Metal Building Systems
TI 809-30
Table 1-3. Commentary Documents Summary.
TI 809
Replaces
Replaces
Replaces
Series
Title
Army
Navy
Air Force
No.
Document
Document
Document
Seismic Review Procedures for
TI 809-51
TI 809-51
Existing Military Buildings
(Previous
Edition)
Commentary on Snow Loads
TI 809-52
Commentary on Roofing Systems
TI 809-53
1-5. ALTERNATIVE AND SPECIAL DESIGNS. Deviation from these criteria, where a valid
need exists or an alternative solution is more desirable, may be accepted subject to approval.
Requirements for alternative and special designs are described in Chapter 13.
1-6. DESIGN LOADS. Dead load (D), loads due to fluids (F), flood loads (Fa), loads due to
soil and water in soil (H), live loads (L) , roof live load (Lr), and rain load ( R) are to be based on
the requirements of ASCE 7. Snow and wind loads are also based on the requirements of
ASCE 7, except as indicated in TI 809-01, "Load Assumptions for Buildings," for Army and Air
Force buildings, and in ITG (Interim Technical Guidance) "Minimum Design Loads for Buildings
1-2