Page 160 - TCDB combined Book

136 The Complete DESIGN BUILDER

Building Design:
1oo.o ft. DESIGN LOADS:

Building System (Plant)
100.0 ft. wide (2@ 50)
P&B FR (b e ) 150.0 ft. long (6@ 25)
4@25
24.0 ft. nominal eave height

Building Category ------
Exposure factor Cw ------
B&C FR (typ ) Roof snow load S ------
2@50
Wind load ------
Seismic Za ------
Zv ------
v ------
factor ------

Dead loads (structure) ------

purlins Second Floor (office)
finish ------
2-1/2 “concrete slab ------

steel pan/deck ------
150.0 ft. steel structure ------
partitions ------
mech./elec. ------
ceiling ------
live load
Total Load in psf

braced bay Roof (office)
built up roofing ------
steel deck ------
structure ------

mech./elec ------
ceiling ------
live load (climatic)
Total Load in psf
hanger hanger

B16 B17

70.0 ft.
B25 J2 @ 4 0 ft c/c
B27 B1 B2 B3 B4
C1 C2
B18 B19 C5 B20 B21
C3 C7
50.0 ft C4 C6 B12 B14

2@25 B1 J1 @ 2 0 ft c/c
B26 B28
J2 @ 4 0 ft c/c
C3 B5 B6 B7 C6 B8 C7
C4 C5
C8 B22 C9 B23 C10 B24 C11
0

B13 J1 @ 2 0 ft c/c B15
Structural Roof Framing Plan

ACME MANUFACTURING 0 B9 C9 B10 C10 B11 C11
C8

Structural Floor Framing Plan