HomeMy WebLinkAbout32� v
a-
0
Nm�
o-
,� �.;No i ANP••' ��``' ol2��a �
ss�o�Ak.
2 1'-p"
—
1 21-2'w
Dimension Key Key
VP Ref: Shape Name
= CapitolTHIS
0
—
DING
IERE N,
1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,
THE VP ENGINEER'S SEAL APPLIES
BuildingCode: 97UBC
PBUILDINGS.
REMAINS THE PROPERTY OF VP BUILDINGS.
REM INSTH PROPERTY
I
VP Buildings, Inc.
AND GIRT TO CONNECTIONS UNLESS NOTED OTHERWISE.
ONLY TO THE WORK PRODUCT OF
Live Load: (Not Reducible) 20.00 sf
P
IT IS PROVIDED SOLELY FOR ERECTINGTHEBJILDIN
PRIMARY AND ROOF
BRACING PLAN
,CLIP
SEE JOB DETAILS FOR BOLT LENGTHS.
VP AND DESIGN AND PERFORMANCE
Coll. Load:Gravity Gravit p
y 5.00, Uplift 0.00 psf
DESCRIBED IN THE APPLICABLE PURCHASE ORDER
A D
ED FO
yefSCiubCi�cle Memphis TN 38125
3200 Players
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
Wind Speed: 71.00 mph
SHALL NOT BE MODIFIED, REPRODUCED OR US
ANY OTHER PURPOSE WITHOUT PRIOR WRITTE
BUILDER
JOB#
SIDE OF THE WEB AS THE HILLSIDE WASHER.APPROVAL
NOT APPLY TO THE PERFORMANCE
Wind Exposure: B
OF VP BUILDINGS.
I
Ret DATE BY DESCRIPTION
Systems Builders, Inc.
Y
OH0111248-01
OR DESIGN OF ANY OTHER PRODUCT
Ground Snow: 20.00 , Roof Snow: 20.00 psf
THE GENERAL CONTRACTORATE,
IS SOLELY
CUSTOMER
Capitol Construction
DATE
OR COMPONENT FURNISHED BY VP
Snow Exposure Category: 3
P g Y=
GOODQUALIO
RESPONSIBLE FOR ACCURATE, GOOD QUALITY
WORKMANSHI
LocanoN
10/2/2001
EXCEPT TO ANY DESIGN OR PER-
Seismic: Zone 1
IN ERECTING THIS BUILDING IN CONFORMANCE
WITH THIS
Indianapolis, Indiana
P BUILDINGS
DRAWN/CHECK
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Building Use:Standard Occupancies
DRAWING,APPLICABLE VPERECRONGUDEENCED IN S ISDRAWING,
PROJECT
OH0111248-010EIDWGS
VARC4PRUDEN
GJS GJS
AND INDUSTRY STANDARDS PERTAINING TO PROPER
PAGE
ERECTION, INCLUDING THE CORRECT USE OF TEMPO�AR
Y
BUILDERS Po#
VPC VERSION. 2.6
PS -1
BRACING.
NTS
10/17/2001 12:49:26
FILENAME
OH0111248-OlOE1DWG$.vpc