HomeMy WebLinkAbout42Part Mark Key
1
JBC1
2
DH0304017
3
02GO601117
4
01G0703717
5
01G0509517
6
02GO407617
Non -Std Secondary Part
Schedule
Part
Tr, ick.
Depth Lap
00562101017
0.0590
8 1/2"
006G1104417
0.0590
8 1/2"
007G1906117
0.0590
8 1/2"
008GIO07417
0.0590
8 1/2"
OlOG1204117
0.0590
8 1/2"
UFramed
Opening Locations
Id
Width
01GI800417
Height
Sill Ht.
F01
3'-4"
— i-- -- -- --
3'-4"
15'-4"
F01
3'-4"
FOl
3'-4"
15'-4"
FO1
3'-4"
3'-4"
15'-4"
F01
3'-4"
h
3'-4"
15'-4"
F01
3'-4"
3'-4"
15'-4"
R A
10'-0 5/8" 7'-7 3/8" 6'-1 1/8"� 5'-6 7/8"—#-6'-4 1/8" #-5'-3 7/8" 5'-10 1/8" 5'-3 7/8" 7'-6 3/4" — —8'-7 1/4"
— — — — — _ — — — — 02C2011417 0101411417 0101411417 -------0101405417 0201905417
------------------------------------
X
w
1G1906417
01G1406417
01G1406417
j------
01GI800417
-30G22010171
40G1702417
FO1
40G1608417
— i-- -- -- --
O
2 O
30
— 1
FOl
0
00661104417
o
FO1 0 008G1007.417
-
C:.
h
h
h
h
I
I
O 2
O
O
2 O
�.. N
6 1'-7 7/8"
4996
5 2'-8 1/8"
'O •
4 3'-11 3/8"
•"•• D (ANQ.••
d,
[Nj1
2 4'-3 3/4"
I
s/014M,�G
N
X
w
1G1906417
01G1406417
01G1406417
01G1400417
i
I
01GI800417
-30G22010171
40G1702417
FO1
40G1608417
30G2007017 -
1H
11
0
0
LO
LO
2G0909117 m
FO1
0
h
0
h
O
2 O
30
— 1
'-4 5/8"
a
O DH1008017�
0 0
m m
0 0
h h
�r c
0 0
0 0
I o -
C)
o
L0
C) LO
LO
o
0
FOl
0
00661104417
o
FO1 0 008G1007.417
-
C:.
h
h
h
h
I
I
O 2
O
O
2 O
4Oel-?•02417 ` 40G17&z-J ±7 (TyD. )
05G210101
Not by VP - Masonry
—10'-8"
15'-0" 10'-8
0'-0" 15'-0" 15'-0"-
SECONDARY ELEVATION AT 6
W
0
0
O
h
a
0
o
0 0
O
4IFOl rn OlDG1204117
0 0
h h
O 2 O
07G19C611
�_i H
0 0
�0 T)
FOl 0
02GO803617
0 0
h h
O 2 O
3 07017
D DH1008017�
0
0 0
0 0
h h
c m
0 0
0 0
14'-6"— 10'-81, 4'-11 1/4
14'-6"— 18'-6"
Tn
x
w
0)
12 1'-10 1/2"
11 2'-10 3/4"
10 0'-1 1/4"
Wq
•;�
7 3'-10 3/4"
�.. N
6 1'-7 7/8"
4996
5 2'-8 1/8"
'O •
4 3'-11 3/8"
•"•• D (ANQ.••
2 4'-3 3/4"
s/014M,�G
LDimension Key
VP Ref: Shape Name
= Capitol, Wall = 3
1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP,
THE VP ENGINEER'S SEAL APPLIES
Building Code: 97UBC
THIS DRAWING, INCLUDING THE INFORMATIOWHEREO
N,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
ONLY TO THE WORK PRODUCT OF
Live Load: (Not Reducible) 20.00 psf
REMAINS THE PROPERTY OF VP BUILDINGS.
VP Buildings, Inc.
- JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS.
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
Coll. Load:Gravity 5.00, Uplift 0.00 psf
IT IS PROVIDED SOLELY FOR ERECTING THE BU
DESCRIBED IN THE APPLICABLE PURCHASE OR
LDING
ER AND
3200PIayersClubCircie Memphis TN 38125
SECONDARY ELEVATION AT
6
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
THE VP ENGINEER'S SEAL DOES
Wind Speed 71.00 mph
SHALL NOT BE MODIFIED, REPRODUCED OR US
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
DFOR
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
NOT APPLY TO THE PERFORMANCE
Wind Exposure: B
APPROVAL OF VP BUILDINGS.
REv DATE BY DESCRIPTION
BUILDER
Systems Builders, Inc.
JOBa
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
OR DESIGN OF ANY OTHER PRODUCT
Ground Snow: 20.00 , Roof Snow: 20.00 psf
DusroMER
OH0111248-01
PRIOR AUTHORIZATION IS PROHIBITED.
OR COMPONENT FURNISHED BY VP
Snow Exposure Category: 3
THE GENERAL CONTRACTOR AND/ORERECTO
IS LELY
Capitol Construction
L
DATE
EXCEPT TO ANY DESIGN OR PER-
Seismic: Zone 1
RESPONSIBLE FOR ACCURATE, GOOD QUALITY
OR MANSHI
HIS
LOCATION
10/2/2001
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Building Use:Standard Occupancies
DRAWINGERECTINGTHISBUILDINGINCDETAILS D NF�HISDRA
ALLAPPLI�ABLE VPERECTION GUIDES,
NIG
Indianapolis, Indiana
DRAW /CHECK
PROJECT
AND INDUSTRY STANDARDS PERTAINING TO PROPER
OH0111248-OlOE1DWGS
VARCO-PRUDENIN
GJS GJS
ERECTION, INCLUDING THE CORRECT USE OF
EMPO
RY
BUILDERS POA
PAGE
BRACING.
NTS
VPC VERSION. 2 6
SS -4
10/17/2001 12:49:52
FILENAMEOH0111248-010EIDWGS.Vpc