HomeMy WebLinkAbout33Beam/Column Sizes
Beam/Column
Flange Thk.
Flange Width
Web Thk.
Depth
CONNECTION
END
1
CONNECTION
END
2
Qty.
Size
Qty.
Size
MBX001
.25
5
.1875
21
5
1" X
2
1/2"
5
1" X
2
3/4"
M13XO02
.25
5
.1875
21
5
1" X
2
3/4"
5
1" X
2
3/4"
MBX003
.625
8
.25
24
6
1" X
2
3/4"
6
1" X
2
3/4"
MBX004
.5
6
.1875
24
5
1" X
2
3/4"
5
1" X
2
3/4"
MBX005
.25
5
.1875
21
5
1" X
2
3/4"
5
1" X
2
1/2"
MBX006
.3125
6
.25
24
6
3/4"
X
2"
2
3/4"
X
2"
MBX007
.3125
6
.25
24
2
3/4"
X
2"
6
3/4"
X
2"
MBX008
.25
6
.25
24
6
3/4"
X
2"
12
3/4"
X
2"
MBX009
.5
6
.25
24
4
3/4"
X
2"
6
3/4"
X
2"
MBX010
.5
7
.25
24
6
3/4"
X
2"
6
3/4"
X
2"
MBX011
.5
10
.25
24
6
1" X
2
3/4"
6
1" X
2
3/4"
MBX012
.3125
6
.1644
24
6
3/4"
X
2"
6
3/4"
X
2"
MBX013
.5
6
.25
24
6
1" X
2
1/2"
6
1" X
2
1/2"
MBX014
.1875
5
.1644
10
2
3/4"
X
2"
2
3/4"
X
2"
MBX015
.1345
5
.1345
10
2
3/4"
X
2"
2
3/4"
X
2"
MBX016
.1345
5
.1345
10
2
3/4"
X
2"
2
3/4"
X
2"
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29'-6" -30'-1" 30'-1"
123'-0"
MEZZANINE BEAM LAYOUT
1 2'-2"
Dimension Key
Finished Floor Elevation = 100-0" (Unless Notel Otherwise)
1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION ERE N,
TO BE FURNISHED BY OTHERS ONLY TO THE WORK PRODUCT OFREMAINS THE PROPERTY OF VP BUILDINGS.
Live L.(Not Reducible) 20.00 psf VP Buildings, inc.
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION VP AND DESIGN AND PERFORMANCEPROVIDED SOLELY FOR ERECTING THE BU LDING,
REQUIREMENTS SPECIFIED BY VP, Coll. Load:Gravity 5.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE OR ERA D 3200 Pia MEZZANINE BEAM LAYOUT
PER AI SC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS Wind Speed: 71.00 m SHALL NOT BE MODIFIED, REPRODUCED OR US D F0� Players Club Circle Memphis TN 38125
THE VP ENGINEER'S SEAL DOES P ph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING NOT APPLY TO THE PERFORMANCE Wind Exposure B APPROVAL OF VP BUILDINGS, REv DATE By DESCRIPTION BUILDER
FORCES FROM ;ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf __ Systems Builders, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTO IS ELY CUSTOMER
3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 � Capitol Construction
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY NORKMANSHI
FORMANCE REQUIREMENTS Seismic: Zone 1 IN ERECTING THIS BUILDING IN CONFORMANCE WITH HIS LOCATION
ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use Standard occupancies DRAWING, DETAILS REFERENCED IN THIS DR NG, Indianapolis, Indiana
SPECIFIED BY VP. P ALL APPLICABLEVP ERECTION GUIDES, PROJECT
AND INDUSTRY STANDARDS PERTAINING TO PR PER OH0111248-OlOElDWGS
ERECTION, INCLUDING THE CORRECT USE OF EMPORARY SUILDeasPott
BRACING. NTS
FILENAME
10/19/2001
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OH0111248-01
DATE
10/2/2001
P BUILDINGS D-N/CHECK
VARCO-PRUDEN GJS GJS
VPC VERSION PAGE
2.6 1 PS -2