HomeMy WebLinkAbout38CFrame Member Schedule
Part Width Thick. Webthk Depthl Depth2 Approx. L th UA325 Bolt Connection & Plate Schedule
BGX001 5" .0730 2@.0730 8 1/2" 8 1/2" 16'-3 1 16 Id Qty Bolt Bolt Plate Rows Rows Tension Washef Frame Clearances
BGX002 5" .0920 2@.0920 8 1/2" 8 1/2" 111-611 Dia. Length Thick. out In Bolt Vert. Clearance at member 15(EPX005): 27'-8" _
BGX003 5" .0590 2@.0590 8 1/2" 8 1/2" 15'-0" A 4 3/4" 2" 3/8" 1 1 Vert. Clearance at member 16(EPX006): 27'-3"
BGX004 5" .0590 2@.0590 8 1/2" 8 1/2" 14 g B 4 3/4" 2" 1/21, 1 1 Vert. Clearance at member 17(EPX007): 26'-11 1/4"
�r): 26-7 1/2"
Vert. Clearance at member 18(EPX008'
BGX005 5" .0820 2@.0820 8 1/2" 8 1/2" 211-9 1/16" C 4 1!2" 1 1/2" 3/8" 1 1 l i -
/ Vert. Clearance at member 19(EPX009): 26'-3 7/8"
BGX006 5" .0650 2@.0650 8 1/2" 8 1/2" 5'-0 1/8" I
EPX005 5" .1345 .1345 9"9" 28'-4 1/16"1/411 Vert. Clearance at member 20(EPX010): 25'-11 _
EPX006 5" .1345 .1345 9"9" 27'-11 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
EPX007 5" .1345 .1345 9" 9" 27'-7 5/16" I _
EPX008 5" .1345 .1345 9" 9" 27'-3 9/16"
EPX009 5" .1345 .1345 9" 9"
EPX010 5 26'-1 15/16"
" .1345 .1345 9" 9" 1
26'-1 5/16"
FCX001 5" .1345 .1345 8 1/2"-
8 1/2" 6'-0"
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99'-4" r
95'-4"
99'-4" 99'-4" =
99'-4"
Pf 20'-0.1 99'-4"
15'-0"
15 -0" 14'-6
85'-0"
FRAME CROSS SECTION AT FRAME LINES) 6
SEE DETAILS FOR PART MARKS AND
CONNECTIONS OF PARAPET FRAMING
8
2 @ 5'-0."
7
3 7/16"
.6
2 @ 4'-4 5/16"
5
1'-0 3/1"6"
4
8 11/16"
3
1'-7 9/16"
2
4'-3 3/4"
1
1'-0"
Dimension Key
I.
USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
AND GIRT TO :CLIP CONNECTIONS UNLESS
THE VP ENGINEER'S SEAL APPLIES
VP Ref: Shape Name = Capitol Wall 4, Frame 5
2.
NOTED OTHERWISE.
SEE JOB DETAILS FOR BOLT LENGTHS.
SLOT REINFORCEMENT PLATES NEED NOT
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
Building Code: 97UBC
Live Load: (Not Reducible) 20.00 psf
THIS DRAWING, INCLUDING THE INFORM
REMAINS THE PROPERTY OF VP BUILDINGS.
BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
REQUIREMENTS SPECIFIED By Vp
THE VP ENGINEER'S SEAL
Coll. Load:Gravity 5.00, Uplift 0.00 psf
Wind Speed: 71.00
IT IS PROVIDED SOLELY FOR ERECTING THEE
DESCRIBED
ESSHACRIB DIN THEMODAPPLICABLE
DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
mph
Wind Exposure: B
REPRODUCEDSEC
OR L
ANY OTHER PURPOSE WITHOUT PRIOR WRIT
APPROVAL
OR COMPONENT FURNISHED BY Vp
EXCEPT TO ANY DESIGN OR _
ER
Ground Snow: 20.00 , Roof Snow: 20.00 psf
Snow Exposure Category: 3
OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR
FORMANCE REQUIREMENTS
Seismic: Zone 1
ERECT(
FOR CCUNGIN'CO ALIT
SPECIFIED BY VP.
Building Use:Standard Occupancies
IN
NERECRESPONSN THISBFOR
THIS REFERENCED
GICEDINTISDRi
DRAWING.
DRAWING, DETAILS REFERENCED IN THIS DRQ
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO P
ERECTION, INCLUDING THE CORRECT USE OF
BRACING.
r
IS SOLELY
18'-6
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 36125
tEV DATE BV DESCRIPTION
10/17/2001
NTS
12:49:18
• ��G 0.
P W -_
ro' SA OF
tL
ss�0INV AL
FRAME CROSS SECTION AT&FE LINE (S) 6
BUILDER
Systems Builders, Inc.JOBA -
CUSTOMER OH 01112 4 8 - 01
Capitol Construction
LOCATION DATE _
Indianapolis, Indiana10/2/2001
PROJECT S ORAWNJCHECr(OH0111298-01OE1DWGS GJS GJSBUILDERSPOItFILENAME.
PS -7
OH0111248-OlOE1DWGS.vpc -