HomeMy WebLinkAbout43Part Mark Key
2'-3 3/4"
8
1'-10 7/8"
7
2'-10 3%4"
6
3'-4"
5
1 JBC1
Non -Std Secondary
Part
Schedule
1'-7 9/16"
Opening
4'-3 3/4"
1
2
Part
Thick.
Depth
Lap
,-/Framed
Locations
DH0304017
012G3209017
0.0590
8 1/2"
1' -0"
Id Width
Height
Sill Ht.
3 01G0304017
01361807417
0.0590
8 1/2 "
F01 3'-4"
3'-4"
15'-4"
4 GCC072084
01463209017
0.0590
8 1/2"
1'-0"
F01 3'-4"
3'-4"
15'-4"
5 GFA106
01663305011
0.1200
8 1/2"
3'-0"
F01 3'-4"
3'-4"
15'-4"
6 GC124
01761807617
0.0590
8 1/2"
F01 3'-4"
3'-4"
15'-4"
7 GC5
I
I
I
I
I
i
1
i
_ 6
29'-6" 9'-5 7/8" --16{— 17'-3 1/8"
16'-1. 1/2" 10'-11 1/2"
— — — — — — — — — — — — — — — — — — —
40G3203417 ------------- _____
— — — — — — — —
014G3209017(Typ.) 4063203017
40G3203417
I 4063203017
�6
012G3209017 \
i
o I 4063203417
I 40G32¢34i7(Typ.) 90 5
II 40G3106416
f n r+ c
sr 0161805517 0160902317 rn CEO1 m 013G1807417 mEF01 0
6 ti 0 o O1 11107717 01_FO1 0 0 0 ®O5
017G1807617 EF01
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h h
O O
Ln O O
/ I I N
01663305011
40 320j13914
4063106414
O1 3006414
I
rn
Not by VP - Masonry i� i 7 o DH1008017 3�I1
/ �/ O 3 a om 01G0907017
h o O1 300(0416 01G0901017 o DH1008017 0
o 0 01G1001417
0
o
i
1 /
Not by P -(Masonry /
/� /' % / 06'3
31'-8" 9'-6 1/2" 10'-8"
9 10 1/2"
37'-7"
—29'-6"
123'-0"
SECONDARY ELEVATION AT R
9
2'-3 3/4"
8
1'-10 7/8"
7
2'-10 3%4"
6
3'-4"
5
3'-7"
4
8 11/16"
3
1'-7 9/16"
2
4'-3 3/4"
1
2'-2"
Dimension Key
1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
THE VP ENGINEER'S SEAL APPL=ES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PEP-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
VP Ref: Shape Name
= Capitol, Wall = 4
Building Code: 97UBC
Live Load (Not Reducible) 20.00 psf
Coll. Load:Gravity 5.00, Uplift 0.00 psf
Wind Speed: 71.00 mph
Wind Exposure: B
Ground Snow: 20.00 Roof Snow: 20.00 psf
Snow Exposure Category: 3
Seismic: Zone 1
Building Use:Standard Occupancies
THIS DRAWING, INCLUDING THE INFORMATI(
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELYfORERECTINGTHE
DESCRIBED IN SOLELY
HE FOREECTING SE
SHALL NOT BE MODIFIED, REPRODUCED OR
ANY OTHER PURPOSE WITHOUT PRIOR WRI'
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR EREC1
RESPONSIBLE FOR ACCURATE, GOOD QUALI
IN ERECTING THIS BUILDING IN CONFORMAN
ADRAWING, DETAILS REFERENCED INTHIS DF
LL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO F
ERECTION, INCLUDING THE CORRECT USE OF
Qr_�Iln
1/2"
31' -2,.
L. W
esti
44�
w
• 19 34 t
TATE OF s 2
��T •'•: ND I ANP o . a�et`' C'S
i �SSZarvAL E��\
VP Buildings, Inc.
' DINqq
ER AIND 3200 Players Club Circle Memphis TN 38125
D FOR
J
REV DATE B1' DESCRIPTION
IS S ELY
VOR MANSHI
NITH (THIS
ING,
)PER
MPOWY
10/17/2001 12:49:59
SECONDARY ELEVATION AT R
BUILDER
Systems Builders, Inc. JOB#
CUSTOMER OH 01112 4 8 - O 1
LOCATION
Capitol Construction DATE Indianapolis, Indiana 10/2/2001
PROJECT P BUILDINGS DRAWN/CHECK
OH0111248-010EIDWGS VARCO-PRUDEN GJS GJS
BUILDERS PO#
VPC VERSIONPAGE
2.6 SS -5
FILENAME:
OH0111248-OlOE1DWGS.vpc