HomeMy WebLinkAbout37UFrame
Member
Schedule
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Part
Width
Thick.
Webthk
Depthl
Depth2
Approx.
Lgth
CX007
5"
.2500
.1875
1'-0"
3'-6"
29'-0
9/16"
RBX011
5"
.2500
.1875
3'-6"
3'-6"
28'-3
9/16"
5"
.2500
.1875
3'-6"
1'-5"
O
19
RBX012
5"
.2500
.1644
1'-5"
2'-10"
20'-1
7/8"
5"
.2500
.1644
2'-10"
1'-5"
TATE
RBX013
5"
.2500
.1875
1'-5"
3'-6"
32'-4"
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5"
.2500
.1875
3'-6"
3'-6"
SlONA\.
CX008
5"
.2500
.1875
1'-0"
3'-6"
23'-10
9/16"
ICX003
8 1/2"
.2500
.1644
1'-0"
1'-0"
25'-4
1/4"
OA325 Bolt Connection & Plate Schedule
Id Qty Bolt Bolt Plate Rows Rows Tension Washes
Dia. Length Thick. Out In Bolt
A 16 3/4" 2" 3/8" 4 4
B 8 3/4" 2" 3/8" 2 2
C 14 3/4" 2" 3/8" 4 3
D 4 1/2" 1 1/2" 3/8" 1 1
—'-851-0 1/4" 0.250:1
15 @ 5'-0"
Frame Clearances
Horiz. Clearance between members 1(CX007) and 8(CX008): 76'-7"
Vert. Clearance at member 1(CX007): 24'-9 11/16"
Vert. Clearance at member 8(CX008): 23'-2 9/16"
Vert. Clearance at member 9(ICX003): 24'-8 1/4"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
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OA325 Bolt Connection & Plate Schedule
Id Qty Bolt Bolt Plate Rows Rows Tension Washes
Dia. Length Thick. Out In Bolt
A 16 3/4" 2" 3/8" 4 4
B 8 3/4" 2" 3/8" 2 2
C 14 3/4" 2" 3/8" 4 3
D 4 1/2" 1 1/2" 3/8" 1 1
—'-851-0 1/4" 0.250:1
15 @ 5'-0"
Frame Clearances
Horiz. Clearance between members 1(CX007) and 8(CX008): 76'-7"
Vert. Clearance at member 1(CX007): 24'-9 11/16"
Vert. Clearance at member 8(CX008): 23'-2 9/16"
Vert. Clearance at member 9(ICX003): 24'-8 1/4"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
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3 7/16"
6.
6
2 @ 4'-4 5/16"
19
5
1'-0 3/16"I
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TATE
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3
l'-7 9/16"
SlONA\.
2
4'-3 3/4"
1
8 1/2"
❑ Dimension' Key
VP Ref: Shape Name = Capitol Wall 4, Frame 4
1.
USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
THE VP ENGINEER'S SEAL APPLIES
Building Code: 97UBC
THIS DRAWING, INCLUDING THE INFORMATION NEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
VP Buildings, Inc.
AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE.
ONLY TO THE WORK PRODUCT OF
Live Load: (Not Reducible) 20.00 sf
p
IT IS PROVIDED SOLELY FOR ERECTING THE BU
WING
FRAME CROSS SECTION
AT FRAME LINE S 5
SEE JOB DETAILS FOR BOLT LENGTHS.
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
Coll. Load:Gravity 5.00, Uplift 0.00 psf
DESCRIBED INTHEIFIED, EPRODRCHASEOR,DFO
SHALLNOTBEMODIFIED, CED OR
FO
3200PIayersClubCircie Memphis TN 38125
2.
SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE VP ENGINEER'S SEAL DOES
Wind Speed: 71.00 mph
TED
WITHOUT PRIOR
ANY OTHER PURPOSE WITHOUT PRIOR WRITTENNBUILDER
JOBs
SIDE OF THE WEB AS THE HILLSIDE WASHER.
NOT APPLY TO THE PERFORMANCE
Wind Exposure: B
APPROVAL OF VP BUILDINGS.
REV DATE BY DESCRIPTION
Systems Builders, Inc.
OH0111248-01
OR DESIGN OF ANY OTHER PRODUCT
Ground Snow: 20.00 , Roof Snow: 20.00 psf
CUSTOMER
Capitol Construction
THE GENERAL
LELY
DATE
OR COMPONENT FURNISHED BY VP
Snow Exposure Category: 3
p 4 Y:
FCONTRACTOR ATE, GOODQUALIOYISS
RESPONSIBLE FOR ACCURATE, GOOD QUALITY
WORKMANSHI
LOCATION
10/2/2001
EXCEPT TO ANY DESIGN OR PER-
Seismic: Zone 1
IN ERECTING THIS BUILDING IN CONFORMANCE
WITH THIS
Indianapolis, Indiana
DRAWNICHECK
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Building Use:Standard occupancies
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
PROJECT
P BUILDINGS
AND INDUSTRY STANDARDS PERTAINING TO PROPER
OH01112 48-OlOElDWGS
VARCO-PRUDEN
GJS GJS
VPC VERSION: 2 6
PS -6
ERECTION, INCLUDING THE CORRECT USE OF 1EMP
RARY
BUILDERS PO#
BRACING.
NTS
10/17/2001 12:49:12
FILENAME.OH0111248-OlOE1DWGS.vpc