vp buildingsdrawings.vp.com/upload/files/19-001820-01_for construction_erection...jobno location...
TRANSCRIPT
JOBNO
LOCATION
CUSTOMER
BUILDER
PROJECT
BUILDERS PO#
VP BUILDINGS
VARCO PRUDEN
DATE
DRAWN / CHECK
PAGE
VPC VERSION:
FILENAME
VP Buildings 3200 Players Club Circle Memphis TN 38125
Codes and Loads
Standard Erection Details
Special Drawings
Covering
Secondary Structural
Primary Structural
Anchor Rod Plan
Cover Sheet
PAGESDRAWING TITLE
DRAWING INDEX
DESCRIPTIONDATETYPE
DRAWING RELEASE HISTORY
DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS
"SNUG-TIGHT" EXCEPT AS FOLLOWS;
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND
FLANGE BRACES.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE
REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE
THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR
CONTRACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
REVERSALS ON CONNECTIONS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE
OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY
RUSTED SURFACES ARE ACCEPTABLE.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN
ERECTION DRAWING DETAILS.
HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
3 PLATE WELDED SECTIONS
COLD FORMED LIGHT GAGE SHAPES
BRACE RODS
HOT ROLLED MILL SHAPES
CLADDING A653, A792
A36, A529, A572, A588, A992
A572, A510
A653, A1011
A529, A572, A1011, A1018 GRADE 55
GRADE 60
GRADE 50
GRADE 36 OR 50
GRADE 50 OR GRADE 80
ASTM DESIGNATION
GENERAL NOTES
MATERIALS
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
R
a division of BlueScope Buildings North America, Inc.
VP BUILDINGS
VARCO PRUDEN
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP
BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL
NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY
WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS
DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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 PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
Planograph Details
Notes
D
INSPECTION AND TESTING
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR
STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER
SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO
COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS
AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL
INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS
AC472 ACCREDITATION.
COVER SHEET
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
3/20/19
awc AWC
1 of
Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2b
20:10:153/20/2019
Anchor Rod Layout 3/20/19 FOR CONSTRUCTION1 of
2 of
3 of
4-5 of
Anchor Rod Layout - REV #01 3/25/19 FOR CONSTRUCTION
Revised Anchor Layout Drawings #1 thru # 5 reviewed by B. Boren; 03-25-2019
Anchor Rod Layout - REV #02 4-24/19 FOR CONSTRUCTION
6-14
15 - 28
29-44
45-49
Erection Guides:BASIC ERECTION GUIDE 4001BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003SSR ROOF PANEL ERECTION GUIDE 4005VEE RIB WALL PANEL ERECTION GUIDE 4007
Erection drawings 05/02/2019 FOR CONSTRUCTION
Review Complete05/08/2019 11:08:01 AM
WTC Pages 1 through 49
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D
Snow Buildup
Shape Surface Description X Location Y Location Magnitude
Waste Chemical Roof: A Snow Drift (from Wall 1, Shape Chemical Storage) : Roof: A 25.0 ft 0.0 ft 61.7 psf
25.0 ft 32.0 ft 61.7 psf
13.0 ft 32.0 ft 0.0 psf
13.0 ft 0.0 ft 0.0 psf
Waste Chemical Roof: A Snow Drift from Existing Adjacent Structure 0.0 ft 0.0 ft 67.0 psf
0.0 ft 32.0 ft 67.0 psf
13.0 ft 32.0 ft 0.0 psf
13.0 ft 0.0 ft 0.0 psf
Chemical Storage Roof: A Snow Drift (from Wall 3, Shape Chemical Storage) : Roof: A 53.5 ft 37.0 ft 7.7 psf
53.5 ft 0.0 ft 0.0 psf
53.5 ft 0.0 ft 0.0 psf
50.5 ft 37.0 ft 0.0 psf
Canopy Roof: A Snow Drift (from Wall 3, Shape Chemical Storage) : Roof: A 0.0 ft 18.0 ft 61.7 psf
0.0 ft 0.0 ft 61.7 psf
12.0 ft 0.0 ft 0.2 psf
12.0 ft 18.0 ft 0.2 psf
1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow.
2. The X and Y Location dimensions are from the point of origin of each surface.
Codes and Loads
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.
COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.
City: Stewartville County: Olmsted State: Minnesota Country: United States
Building Code
Building Code: 2015 Minnesota State Building Code Structural: 10AISC - ASD Rainfall: I: 6.00
inches per hour
Building Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Form: 12AISI - ASD f'c: 3000.00 psi
Concrete
Dead and Collateral Loads
Collateral Gravity:5.00 psf
Collateral Uplift: 0.00 psf
Wind Load
Wind Speed: Vult: 115.00 (Vasd: 89.08) mph
The 'All Heights' Method is Used
Wind Exposure: C - Kz: 0.885
Parts Wind Exposure Factor: 0.885
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
NOT Windborne Debris Region
Base Elevation: 4/0/0
Primary Zone Strip Width: 2a: 9/1/11
Parts / Portions Zone Strip Width: a: 5/0/0
Basic Wind Pressure: q: 25.47 psf
Material Dead Weight
Roof Covering + Second. Dead Load: Varies
Frame Weight (assumed for seismic):0.00 psf - USR
Snow Load
Ground Snow Load: pg: 50.00 psf
Flat Roof Snow: pf: 35.00 psf
Design Snow (Sloped): ps: 35.00 psf
Rain Surcharge: 0.00
Specified Minimum Roof Snow: 20.00 psf (Code)
Exposure Factor: 2 Partially Exposed - Ce: 1.00
Snow Importance: Is: 1.000
Thermal Factor: Heated - Ct: 1.00
Ground / Roof Conversion: 0.70
Unobstructed, Slippery
Roof Live Load
Roof Live Load: 20.00 psf Reducible
Seismic Load
N/A
Roof: A
Waste Chemical
X
Y
Roof: A
Chemical Storage
X
Y
Roof: A
Canopy
X
Y
CODES AND LOADS
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
3/20/19
awc AWC
2 of
Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTS
FOR CONSTRUCTION
20:10:153/20/2019
E
X
I
S
T
I
N
G
B
U
I
L
D
I
N
G
N
E
W
A
D
D
I
T
I
O
N
N
E
W
C
A
N
O
P
Y
Elevation
=100'-0"
Elevation
=96'-0"
Elevation
=100'-0"
1 3/25/19 AWC REVISED THE BUILDING ELEVATIONS
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D
ERECTION NOTES
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
3/20/19
awc AWC
3 of
Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTS
FOR CONSTRUCTION
20:10:163/20/2019
1 3/25/19 AWC REVISED THE BUILDING ELEVATIONS
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 1'-0"
2 3'-4 1/2" J=8.50
3 2'-1"
4 6"
Dimension KeyFinished Floor Elevation = 100'-0" (Unless Noted Otherwise)
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
C:\Users\WCRUTCHFIELD\OneDrive - BlueScope\Desktop\AWC Project Manager\16 WISCONSIN PM Orders\19-001820-01 AB Systems - Geotek Chem Bldg ECD\AutoCAD Drawings\04 Geotek Chemical Building Thermal lift 101818_ANCHOR ROD PLAN.dwg 3/21/2019 13:02:22
SAVE DATE: SAVE TIME: LAST SAVED BY:
WCRUTCHFIELD
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ANCHOR ROD PLAN
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
3/20/19
awc AWC
4 of
NTS
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED
BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE
AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED
WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
FOR CONSTRUCTION
BL
Q
BL
PNM
BL
LG.1
BL
G
BL
9
8.7
8.6
8.5
BL
8.1
7.1
ANCHOR ROD PLAN
D8
D8
D6
D6
D6
D6
D6
D6
D5
D3
D3
D2
D1
D1
<*>
<*>
111'-0"
12'-0"
(FIN. FLOOR ELEV.= 96'-0")
417'-4"17'-10"
213'-7
1 2
"
8'-6
1 2
"2
3
18'-0"
14'-0"
53'-6"
(STEM WALL ELEV.= 100'-0")
14'-0"
18'-0"
J=8.5010'-0"12'-0"
24'-0"1
14'-7
1
2
" 2
25'-0"
(FIN. FLOOR ELEV. = 100'-0")
17'-6"
19'-6"
6"
2'-0"
18'-0"
19'-0"
37'-0" Overall Width
17'-4"
6"
25'-0" 53'-6" 12'-0"
WALL ROD BRACING
32'-0"
5'-0"
7'-0"
COMMON WALL
IS SHEETED
HIGH SIDE
WALL ROD BRACING
3'-0"
BL
LOW EAVE
7.1
8.5
EXISTING BUILDING
(FIN. FLOOR ELEV.= 100'-0"
GABLE POST
(Stops @ RHC rafter)
90'-6" Overall Length
9
4'-0"
ELEV.=100'-0"
ELEV.=96'-0"
D7
CONCRETE STEM WALL
BY OTHERS. TYPICAL FROM
LINES L to P.
CONCRETE STEM WALL
BY OTHERS. TYPICAL FROM
LINES L to P.
1 3/25/19 AWC REVISED THE BUILDING ELEVATIONS
1 1 1
1
1
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D
D1 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-0"
Elev.= 100'-1"
4"
2 1/2"
C
L
2 1/2"
5"
B
L
Dim
. A
10
2m
m
64mm64mm
12
7m
m
LE
NG
TH
WIDTH
D2 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=11"
Elev.=100'-1"
2 1/2"
C
L
2 1/2"
2 1/2"
2 1/2"
L
C
Se
e P
la
n fo
r D
im
en
sio
ns
64mm
64mm
(64mm)
(64mm)
LE
NG
TH
WIDTH
D3 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=5 1/8"
Elev.=100'-1"
4"
2 1/2"
C
L
2 1/2"
5"
B
L
Dim
. A
10
2m
m
64mm64mm
12
7m
m
LE
NG
TH
WIDTH
D5 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Elev.=100'-1"
4"
2 1
/2
"
C
L
2 1
/2
"
5"
B
L
102mm 127mm
64m
m64m
m
D6 (4)3/4" Dia. GR36 Anchor Rods
Plate W=9" L=1'-1"
Dim: A=5 1/8"
Elev.=100'-1"
D7 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Elev.=96'-1"
D8 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-0"
Elev.=96'-1"
BOTTOM OF COLUMN
BASE PLATE ELEV.
LE
NG
TH
4" (102mm)
(B
Y B
UIL
DE
R)
SUGGESTED ANCHOR ROD PROJECTION
PROJECTION
NUT
HARDENED
WASHER
THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE
IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD
LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE
FOUNDATION DESIGNER.
THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF
THERE IS INTERFERENCE WITH OTHER PARTS.
TOP OF FOUNDATION - CONSIDER
ANY SPACE BETWEEN THE FOUNDATION
AND COLUMN BASE IN ANCHOR ROD
LENGTH REQUIREMENT
FRAMED OPENING DETAIL
BOTTOM OF JAMB CLIP
NOTE: 1" (25mm) PROJECTION ABOVE
OPENING WIDTH1 1/4" 1 1/4"
EQ
.3
"E
Q.
L
B
CONCRETE ANCHORS
1/2" (13mm) DIAMETER
32mm 32mm
76
mm
(BY OTHERS)
7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm
10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm
JAMB 'EQ.' VALUES:
JAMB
J =
S
EE
P
LA
N
SEE PLAN FOR JAMB SIZES : J = SIZE
TYPICAL COLUMN
BASE PLATE DETAIL
B
VARIES
STD = 1/2" (13mm)
BASE PLATE
COLUMN
BOTTOM OF
L
FLUSH = 0" (0mm)
1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER
EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR.
2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE
SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).
OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD
OF TRANSFERRING FORCES FROM ANCHOR RODS TO
FOOTINGS ARE TO BE DETERMINED BY OTHERS.
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH.
ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN
ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER
IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS
PER AISC CODE OF STANDARD PRACTICE, SEC 7.5
VARIATIONS ARE SUMMARIZED BELOW;
a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE
REACTIONS REPORT.
5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE
3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED
AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH
"SNUG TIGHT" CONNECTIONS.
(ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS
b. CENTERS OF ADJACENT AR GROUPS; +-1/4"
c. TOPS OF AR'S; +-1/2"
d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS
ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO
EXCEED 1" TOTAL.
e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN
LINE; +-1/4"
GROUP; +-1/8"
TYPICAL COLUMN
BASE PLATE DETAIL
B
VARIES
STD = 1/2"
BASE PLATE
COLUMN
BOTTOM OF
L
FLUSH = 0"
GROUT AND
LEVELING PLATE
(BY BUILDER)
0mm
13mm
ANCHOR ROD PLAN - DETAILS
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
3/20/19
awc AWC
5 of
Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTS
FOR CONSTRUCTION
20:10:183/20/2019
1" Grout (NBVP)
Top of Grout
>> 1" Grout (NBVP) <<
>> 1" Grout (NBVP) <<
>> 1" Grout (NBVP) << >> 1" Grout (NBVP) << >> 1" Grout (NBVP) <<
>> 1" Grout (NBVP) << >> 1" Grout (NBVP) <<
8
1 2
"3
1 2
"
1
5 8
"3
1 2
"
4"
2 1/2"
C
L
2 1/2"
5"
B
L
Dim
. A
10
2m
m
64mm64mm
12
7m
m
LE
NG
TH
WIDTH
1
5 8
"3
1 2
"
B
L
4"
2 1
/2
"
C
L
2 1
/2
"
5"
B
L
102mm 127mm
64m
m64m
m
B
L
6"
5
1
8
"
1
5
8
" 3
1
2
"
5
1
8
"
1
5
8
" 3
1
2
"
4"
2 1/2"
C
L
2 1/2"
5"
B
L
Dim
. A
10
2m
m
64mm64mm
12
7m
m
LE
NG
TH
WIDTH
8
1 2
"3
1 2
"
1 1 1 1 1
1 1
1 3/25/19 AWC REVISED THE BUILDING ELEVATIONS
100'-1" 2
2 4-24-19 JDS REVISED DETAIL D7 ELEVATION
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Rod, Strut, and Misc. Connection Bolts
I
d
Qty Grade Bolt Diam. Bolt Length
PartNo
1 2 A3253/4" 2 1/2" 0097284
1 1'-0"
2 6"
Dimension Key
Bracing Part Schedule
Part Qty Length Detail
3BSA1602614 216'-8 3/4"
BR15L1
3BSA1608514 117'-2 5/8"
BR15L1
03RS2800 1 28'-0" BR01G2
03RS2710 1 27'-10" BR01G2
03RS3006 1 30'-6" BR01G2
03RS3010 1 30'-10" BR01G2
05RT1811 2 18'-11" BR01G2
03RS2008 2 20'-8" BR01G2
05RS2606 2 26'-6" BR01G2
03RS2002 1 20'-2" BR01G2
03RS1908 1 19'-8" BR01G2
Shape Name = Waste Chemical, Shape = Chemical Storage, Shape = Canopy
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\6_19-001820-04(Frames&Bracing-01)_PRIMARY AND ROOF BRACING PLAN.dwg 5/2/2019 12:00:53
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
PRIMARY AND ROOF BRACING PLAN
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
6
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
PRIMARY AND ROOF BRACING PLAN
BL
Q
BL
PNM
BL
L
G.1
BL
G
BL
98.7
8.6
8.5
BL
8.1
BL
7.1
CX012
RBX008
CX011
RBX103
EPX103
CX106
RBX104
CX105
CX104
RBX005
CX007
CX103
RBX004
CX005
EPX102
EPX101
CX102
RBX102
CX101
111111
RBX101
ICX001
CX002
RBX001
CX001
111'-0"
12'-0"
217'-4"17'-10"17'-4"2
18'-0"
14'-0"
5'-0"
53'-6"
37'-0"
3BSA1602614
0
5
R
S
2
6
0
6
0
5
R
S
2
6
0
6
0
3
R
S
2
0
0
8
0
3
R
S
2
0
0
8
0
5
R
T
1
8
1
1
0
5
R
T
1
8
1
1
3BSA16085143BSA1602614
24'-0"1
25'-0"
32'-0"
0
3
R
S
2
8
0
0
0
3
R
S
2
7
1
0
0
3
R
S
3
0
1
0
0
3
R
S
3
0
0
6
0
3
R
S
2
0
0
2
0
3
R
S
1
9
0
8
Waste Chemical Chemical Storage
Canopy
EX
IS
TIN
G B
UIL
DIN
G
HIGH EAVE
LOW EAVE
Builder Note:Any modifications of the existing building, including the removal of any girts,
sheeting, bracing, or flange braces, may compromise the structural integrity of thebuilding. If any modifications are made, it is the responsibility of the builder to have theexisting building checked and reinforced if necessary by a qualified design professional.
LOW EAVE LOW EAVE
HIGH EAVE
HIGH EAVE
18'-0"
17'-6"
19'-6"
37'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight
CX001 1 6.0000 .2500 .1644 1'-0" 1'-0"13'-4 7/8" 255#
RBX001 2 6.0000 .2500 .1345 1'-2" 1'-2" 28'-7 1/4" 510#
3 6.0000 .2500 .1345 1'-2" 1'-2"
CX002 4 6.0000 .2500 .1644 1'-0" 1'-0" 14'-2 3/4" 273#
ICX001 5 6.0000 .2500 .1345 10" 10"12'-8 7/16" 203#
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick.Out In
A 4 A3253/4" 2 1/2" 3/8"
1 10097284
B 4 A3251/2" 1 1/2" 3/8"
1 149080
Bolt Connection & Plate Schedule
1 8 1/2"
2 4'-0"
3 3'-6"
4 1'-9 3/8"
5 1'-4 3/4"
6 2'-6"
7 2 @ 4'-0"
8 4'-1 3/8"
9 2'-8"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX001) and 4(CX002): 28'-7"
Vert. Clearance at member 1(CX001): 12'-3 3/8"
Vert. Clearance at member 4(CX002): 13'-0 15/16"
Vert. Clearance at member 5(ICX001): 12'-9 3/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Shape Name = Waste Chemical Wall 4, Frame 1
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\7_19-001820-04(Frames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) G.1.dwg 5/2/2019 12:00:58
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) G.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
7
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
100'-1"100'-1"
long side
100'-1"
B
A
A
ICX001
CX002
RBX001
CX001
WBBC2
WBBC2
KMA1
GFB2006
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
GFB2016
GFB2016
GFB2016
GFB2016
FRAME CROSS SECTION AT FRAME LINE(S) G.1
8.5
CL
BL
8.1
BL
9
32'-0 1/
8" 0.333
:12
15'-2"
14'-3 3/8"
95'-0"
32
1
8
7
6
4 @ 4'-0
"
5
45'-0"
32
1
32'-0"
14'-0"18'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX101 1 6.0000 .3125 .1644 1'-0" 1'-0"24'-2 7/8" 505#
RBX101 1 8.0000 .5000 .1875 1'-8" 1'-8" 32'-0 1/8" 1281#
2 8.0000 .5000 .1875 1'-8" 1'-8"
RBX102 2 5.0000 .2500 .1345 1'-7" 2'-1"34'-8 13/16" 682#
3 5.0000 .1875 .1644 2'-1" 1'-5"
CX102 4 6.0000 .3750 .1644 1'-0" 1'-0"25'-2 3/4" 586#
EPX101 5 5.0000 .1345 .1345 9" 9" 7'-11 3/16" 86# BR25CA
EPX102 6 8.0000 .3750 .1345 1'-0" 1'-0"23'-4 7/8" 627# BR25CA
FCX101 7 6.0000 .2500 .13458" 1/2" 8" 1/2" 1'-6 1/16" 31# DET08A
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick.Out In
A10 A325 3/4" 2 1/2" 3/8" 3 2
0097284
B2 A325
3/4" 2 1/2"- - -
0097284
C 4 A325 1/2" 2"- - -
0097280
D 4 A3251/2" 1 1/2" 3/8"
- -0049080
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
Bolt Connection & Plate Schedule
1 1 5/8"
2 4'-0"
3 3'-6"
4 2 @ 5'-0"
5 2'-6"
6 2'-2 3/4"
7 3'-6 5/16"
8 2'-0"
9 1'-4 3/4"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX101) and 4(CX102): 34'-8 3/4"
Vert. Clearance at member 1(CX101): 22'-8 3/8"
Vert. Clearance at member 4(CX102): 23'-7 9/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Shape Name = Chemical Storage Wall 4, Frame 1
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\8_19-001820-04(Frames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) L .dwg 5/2/2019 12:01:03
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) L
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
8
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
100'-1"
100'-1"100'-1"
B
B
A
A
EPX102
EPX101
CX102
RBX102
CX101
WBBC2
WBBC2
KMA1
EAP2
GFB2032<S>
GFB2046<S>
GFB2082<S>
GFB2075<S>
GFB2046
8.1
CL
8.5
CL
BL
7.1
BL
9
37'-0 3/
16" 0.33
3:12
27'-1"
(TOP OF PARAPET)
25'-0"
2'-6 5/16"
32
1
4'-9 7/1
6"
6 @ 5'-0
"
6
54
5'-0"
32
1
37'-0"
5'-0"14'-0"18'-0"
RBX101
WBBC2
WBBC2
KMA1
GFB2067
GFB2046
GFB2046
GFB2046
FRAME CROSS SECTION AT FRAME LINE(S) L
BLBL
32'-0 1/
8" 0.333
:12
15'-2"
4'-1 3/8
"
4 @ 4'-0
"
2'-6"
4 @ 4'-0
"
9
3'-0"
32
382'-8"
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
C
C
FCX101
1'-0 11/16"
D
D
2'-4"
5'-0"
1'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight
CX005 1 6.0000 .5000 .1644 1'-0" 1'-0" 24'-2 7/8" 703#
2 6.0000 .5000 .3125 1'-0" 1'-0"
RBX004 3 5.0000 .3750 .1644 1'-6" 2'-4" 34'-8 5/8" 904#
4 5.0000 .3750 .1644 2'-4" 1'-2"
CX103 5 6.0000 .3750 .3125 1'-0" 1'-0"25'-2 3/4" 634#
6 6.0000 .3750 .1875 1'-0" 1'-0"
FCX101 7 6.0000 .2500 .13458" 1/2" 8" 1/2" 1'-6 1/16" 31#
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick. Out In
A12 A325
3/4" 2 1/2" 1/2"3 3
0097284
B8 A325 3/4" 2 1/2" 5/8" 2 2
0097284
C 4 A3251/2" 1 1/2" 3/8"
- -0049080
Bolt Connection & Plate Schedule
1 1 5/8"
2 4'-0"
3 3'-6"
4 2'-6"
5 3'-6 5/16"
6 2'-2 3/4"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX005) and 5(CX103): 34'-8 3/4"
Horiz. Clearance between members 1(CX005) and 6(CX103): 34'-8 3/4"
Horiz. Clearance between members 2(CX005) and 5(CX103): 34'-8 3/4"
Horiz. Clearance between members 2(CX005) and 6(CX103): 34'-8 3/4"
Vert. Clearance at member 2(CX005): 22'-9 3/8"
Vert. Clearance at member 5(CX103): 24'-0 15/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Shape Name = Chemical Storage Wall 4, Frame 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\9_19-001820-04(Frames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) M.dwg 5/2/2019 12:01:09
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) M
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
9
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
100'-1"100'-1"
B
A
CX103
RBX004
CX005
(2)WBBC2
(2)WBBC2
(2)KMA1
ESBSB
EAP1
(2)GFB2016
GFB2032
GFB2087
GFB2066
(2)GFB2046
FRAME CROSS SECTION AT FRAME LINE(S) M
BL
7.1
BL
9
37'-0 3/
16" 0.33
3:12
27'-1"
(TOP OF PARAPET)
25'-0"
4'-9 7/1
6"
6 @ 5'-0
"
6
3 @ 5'-0"
32
1
43 @ 5'-0"
32
1
37'-0"
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
(2)WBBC2
(2)WBBC2
(2)KMA1
FCX101
1'-0 11/16"
C
1'-0"
2'-6 5/16"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight
CX007 1 6.0000 .5000 .1644 1'-0" 1'-0"24'-2 7/8" 707#
2 6.0000 .5000 .3125 1'-0" 1'-0"
RBX005 3 5.0000 .3750 .1644 1'-5" 2'-4"34'-8 3/4" 887#
4 5.0000 .3750 .1345 2'-4" 1'-1"
CX104 5 6.0000 .3750 .3750 1'-0" 1'-0" 25'-2 3/4" 620#
6 6.0000 .3750 .1644 1'-0" 1'-0"
FCX101 7 6.0000 .2500 .1345 8" 1/2" 8" 1/2" 1'-6 1/16" 31#
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick.Out In
A8 A325 3/4" 2 1/2" 1/2" 2 2
0097284
B10 A325
3/4" 2 1/2" 1/2"3 2
0097284
C 4 A325 1/2" 1 1/2" 3/8"- -
0049080
Bolt Connection & Plate Schedule
1 1 5/8"
2 4'-0"
3 3'-6"
4 2'-6"
5 3'-6 5/16"
6 2'-2 3/4"
7 2'-4 3/4"
8 2'-4 11/16"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX007) and 5(CX104): 34'-8 3/4"
Horiz. Clearance between members 1(CX007) and 6(CX104): 34'-8 3/4"
Horiz. Clearance between members 2(CX007) and 5(CX104): 34'-8 3/4"
Horiz. Clearance between members 2(CX007) and 6(CX104): 34'-8 3/4"
Vert. Clearance at member 2(CX007): 22'-8 1/8"
Vert. Clearance at member 5(CX104): 23'-11 9/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Shape Name = Chemical Storage Wall 4, Frame 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\10_19-001820-04(Frames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) N.dwg 5/2/2019 12:00:33
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) N
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
10
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
100'-1"100'-1"
B
A
CX104
RBX005
CX007
WBBC2
WBBC2
KMA1
ESBSB
EAP1
(2)GFB2016
GFB2032
GFB2087
GFB2066
GFB2032
FRAME CROSS SECTION AT FRAME LINE(S) N
BL
7.1
BL
9
37'-0 3/
16" 0.33
3:12
25'-0"
8
7
12 @ 2'-
6"
6
1
43 @ 5'-0"
32
1
37'-0"
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
(2)WBBC2
(2)WBBC2
(2)KMA1
FCX101
C
27'-1"
(TOP OF PARAPET)
3 @ 5'-0"
32
1'-0 11/16"
1'-0"
2'-6 5/16"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX105 1 5.0000 .2500 .1345 1'-0" 1'-6" 24'-3" 423#
RBX104 2 5.0000 .2500 .1644 1'-6" 1'-0"34'-2 15/16" 575#
3 5.0000 .2500 .1345 1'-0" 1'-0"
4 5.0000 .2500 .1345 1'-0" 1'-0"
CX106 5 5.0000 .1875 .1345 1'-0" 1'-0"25'-2 3/4" 337#
EPX103 6 5.0000 .3750 .1644 11" 11"23'-8 5/16" 470# BR25A3
RBX103 7 5.0000 .2500 .1644 1'-2" 1'-2"18'-0 1/16" 302#
8 5.0000 .2500 .1644 1'-2" 1'-2"
FCX101 9 6.0000 .2500 .13458" 1/2" 8" 1/2" 1'-6 1/16" 31#
FCX102 10 5.0000 .2500 .13458" 1/2" 8" 1/2" 1'-10 9/16" 31#
FCX103 11 5.0000 .2500 .1345 8" 1/2" 8" 1/2" 1'-4 11/16" 25#
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick. Out In
A6 A325
3/4" 2 1/2" 1/2"2 1
0097284
B6 A325 3/4" 2 1/2" 3/8" 2 1
0097284
C 4 A3251/2" 1 1/2" 3/8"
1 149080
D3 A325 1/2" 2"
- - -0097280
E 4 A3251/2" 1 1/2" 3/8"
- -49080
Bolt Connection & Plate Schedule
1 1 5/8"
2 4'-0"
3 2'-2 5/8"
4 1'-3 3/8"
5 1'-6"
6 3'-6"
7 2 @ 5'-0"
8 2'-6"
9 2'-2 3/4"
10 2'-4 3/4"
11 2'-4 11/16"
12 3'-6 5/16"
13 1'-3 3/8"
14 1'-4"
15 1'-4 3/4"
16 2 @ 2'-0 11/16"
17 1'-10"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX105) and 5(CX106): 34'-2 3/4"
Vert. Clearance at member 1(CX105): 22'-9 9/16"
Vert. Clearance at member 5(CX106): 24'-2 15/16"
Vert. Clearance at member 6(EPX103): 23'-9 1/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
Shape Name = Chemical Storage Wall 4, Frame 4
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\11-19-001820-01(PartialFrames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) P.dwg 5/2/2019 12:00:42
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) P
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
11
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
100'-1"100'-1"100'-1"
C
B
A
EPX103
CX106
RBX104
CX105
GFB or HFB with * must use bearing plate JCP051140 (see Detail BR25DH)
WBBC2
WBBC2
KMA1
EAP2
GFB2006
GFB2006
GFB2001
HFB1091*
GFB2006
GFB2032
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
GFB1117
GFB1117
FRAME CROSS SECTION AT FRAME LINE(S) P
8.6
CL
BL
7.1
BL
9
37'-0 3/
16" 0.33
3:12
27'-1"
(TOP OF PARAPET)
25'-0"
3 @ 5'-0"
62
1
11
10
12 @ 2'-
6"
9
87
65
43
2
1
37'-0"
19'-6"17'-6"
RBX103
WBBC2
WBBC2
KMA1
GFB2011
GFB2011
GFB2011
18'-0 1/
16" 0.33
3:12
4'-1 3/8
"
5 @ 2'-6
"
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
D
D
GFB2011
WBBC2
WBBC2
KMA1
FCX101
E
FCX102
FCX103
1'-0 11/16"
1'-0"
2'-6 5/16"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Frame Member Schedule
Part MemWidth Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight
CX011 1 5.0000 .2500 .1345 1'-0" 1'-0" 13'-7 1/16" 218#
RBX008 2 5.0000 .1875 .1345 1'-2" 1'-2"14'-7 3/16" 214#
3 5.0000 .1875 .1345 1'-2" 1'-2"
CX012 4 5.0000 .2500 .1345 1'-0" 1'-0"14'-0 1/4" 225#
Id Qty Grade Bolt Bolt Plate Rows RowsPartNo
Dia. Length Thick. Out In
A 4 A325 3/4" 2 1/2" 3/8"1 1
0097284
Bolt Connection & Plate Schedule
1 8 1/2"
2 2'-9 3/8"
3 1'-4"
4 1'-4 3/4"
5 2 @ 2'-0 11/16"
6 1'-10"
Dimension Key
Frame Clearances
Horiz. Clearance between members 1(CX011) and 4(CX012): 14'-7"
Vert. Clearance at member 1(CX011): 12'-5 9/16"
Vert. Clearance at member 4(CX012): 12'-10 7/16"
Finished Floor Elevation = 96'-0" (Unless Noted Otherwise)
Shape Name = Canopy Wall 4, Frame 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
G:\Vijay\BSIPL\2018\Detailing\2019\06-19-001820-01(VP-Frames&Bracing)\02 - OUTGOING\04 - ERD\CAD\12_19-001820-04(Frames&Bracing-01)_FRAME CROSS SECTION AT FRAME LINE(S) Q.dwg 5/2/2019 12:00:48
SAVE DATE: SAVE TIME: LAST SAVED BY:
PVijayakumar
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
FRAME CROSS SECTION AT FRAME LINE(S) Q
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
05/02/2019
PVK KNN
12
NTS
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
FOR CONSTRUCTION
96'-1"96'-1"
A
A
CX012
RBX008
CX011
WBBC2
KMA1
GFB2016
GFB2016
GFB2016
GFB2016
FRAME CROSS SECTION AT FRAME LINE(S) Q
BL
8.5
BL
9
18'-0 1/
16" 0.33
3:12
14'-10"
14'-4"
62
10'-2 5/8"
1
5
5 @ 2'-6
"
4
32
10'-2 5/8"
1
18'-0"
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
WBBC2
KMA1
WBBC2
GC170120 GC170120
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D PRIMARY BRACING SED'S-1
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
4/29/2019
PVK
132019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
18:14:284/25/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D PRIMARY BRACING SED'S-2
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
4/29/2019
PVK
142019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
11:18:005/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
(+) SSR Fixed Clip Location
Part Mark Key
1 1'-0"
2 6"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
E200 20008HS2411417B00 0.06008 1/2"
RS-07, BR09Y2
E201 20010ES2502414B00 0.0790 10" RS12PH, RS-01
P200 10Z2505413ABB0 0.0880 10" RS02T1, RS-08
P201 10Z2505411ABB0 0.1130 10" RS02T1, RS-08
Frame Member Schedule
PartWidth Thick. Webthk Depth1 Approx. Lgth
SBX202 5" .2500 .1345 10"25'-8 1/2"
Id Qty Mark No Spacing
1 8 PBA01081'-4 3/4"
2 20 CPBB040108(Typ.) 4'-0"
3 8 PBA04054'-1 3/8"
4 4 CPBC020906 2'-6"
5 4 CPBC040306 4'-0"
See SED:
BR09K5, BR09JG, BR09RY, BR09RZ, BR09JR
BR09PH, BR09JH, RS-06
Secondary Bracing Schedule
Shape Name = Waste Chemical
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
F:\JOBS\6-19-001820-01 (SEC COV)\ERD\15_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF SECONDARY PLAN.dwg 5/3/2019 10:00:38
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF SECONDARY PLAN
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
15
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
BL
LG.1
BL
G
BL
9
BL
8.1
ROOF SECONDARY PLAN
++
++
++
31
31
31
32
1
1R1B0
E201
SBX202
SBX202
P201(Typ.)
P200
E200
24'-0"1
25'-0"
32'-0"
QPLG
8.1
8.5
997.1
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
WASTE CHEMICAL
LOW EAVE
HIGH EAVE
5 5 5 5
4 4
4
4
EXISTING BUILDING
RS-06
CHANNEL BRACE ENDING AT SBX*** BEAM
CHANNEL
BRACE
(CPB-)
SBX***
RS-03
SBX CONNECTION DETAIL
AT RAFTER
FRAME LINE
(4) 1/2" X 1 1/2"
A325 BOLTS
SBX***
RBX***
(T-5) #12-24x1 1/2",
5/16" Hex Hd STRUCT.
SCREWS (56104)
RS-07EAVE STRUT CONNECTION DETAIL
& NUT (095032)
SHOP WELDED CLIP
HIGH EAVE STRUT
B
L
(EPX***)
COLUMN
HEAD BOLT (096636)
1/2" A307 THIN
B
L
L
8.1
1/4" 1 5/8"
2
RTU LD - 1000 lbs
6'-8" 8'-0"
12'-0 13/16"
RTU
2'-7"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 PG1
2 PC20 (REFER SED RCV435)
3 BRS (REFER SED RCV435)
4 5ECU21 (REFER SED RSR033)
(+) SSR Fixed Clip Location
Part Mark Key
1 6"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
E202 20008ES1709414B20 0.07908 1/2"
RS12PF, RS12PE, RS12PJ
E203 20108ES1709414B20 0.07908 1/2"
RS12PE, RS12PJ
E204 20208ES1709414B20 0.0790 8 1/2" RS12PF, RS12PE, RS12PJ
P202 08Z1803413BBB0 0.0880 8 1/2" RS01TC, RS02T1
P203 08Z1809413BBB0 0.0880 8 1/2" RS01TC
P204 08Z1809411BBB0 0.1130 8 1/2" RS01TC
P205 08Z1803414BBB0 0.07908 1/2"
RS01TC, RS02T1
P206 08Z1803417BBB0 0.06008 1/2"
RS01TC, RS02T1
P207 08Z1803415BBB0 0.0730 8 1/2" RS01TC, RS02T1
J209 20908JS0109212 0.0980 8 1/2" FS35B1
Id Qty Mark No Spacing
1 30 CPBB050108 5'-0"
2 11 PBA05014'-9 7/16"
3 3 PBA02082'-4 11/16"
4 33 CPBB020708(Typ.) 2'-6"
5 3 CPBB0206042'-4 3/4"
6 4 PBA01031'-0 11/16"
7 2 CPBB010507 1'-3 15/16"
8 3 CPBC020906 2'-6"
See SED:
BR09PH, BR09RY, BR09RZ, BR09JH, BR09JG
BR09K5, BR09K2, RCV435, RSR033, RS-06
Secondary Bracing Schedule
Shape Name = Chemical Storage
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
F:\JOBS\6-19-001820-01 (SEC COV)\ERD\16_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF SECONDARY PLAN FOR Chemical Storage.dwg 5/2/2019 12:04:40
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF SECONDARY PLAN FOR Chemical Storage
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
16
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
BL
PNM
BL
L
BL
9
BL
7.1
ROOF SECONDARY PLAN
++
++
++
++
++
1
444
33
33
2
5
65
35
4
3
21
11
11
1
21
11
11
1
221
11
11
1
21
11
11
1
21
11
11
1
2R1B32R1B22R1B1
E204
P207
P206(Typ.)
P205
E203
P204
P204
P203(Typ.)
E202
P202(Typ.)
117'-4"17'-10"17'-4"1
53'-6"
37'-0"
QPLG
8.1
8.5
997.1
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
HIGH EAVE
LOW EAVE
CHEMICAL STORAGE
1
6
SBX200
J209
SBX201
78 8
7
8
22
22
2
2
Frame Member Schedule
PartWidth Thick WebThk. Depth Approx. Lgth Approx. Weight
SBX200 5.0000 0.3125 0.1345 8"9'-11 3/4" 145#
SBX201 5.0000 0.3125 0.1345 8 1/2"18'-3 1/2" 263#
RS-04
SBX CONNECTION DETAIL
AT RAFTER
A325 BOLTS
SBX***
RBX***
BL
P
FACADE POST
A325 BOLTS
6"
RS-04RS-03
RS-05
FS35B1
RS-05
SBX CONNECTION DETAIL
AT RAFTER
A325 BOLTS
SBX***
RBX***
BL
P
FACADE POST
6"
FLANGE BRACE
(HFB***)
W/
(4) 1/2" X 1 1/2"
(4) 1/2" X 1 1/2"
1/2" X 1 1/2"
A325 BOLTS
A325 BOLTS
(4) 1/2" X 1 1/2"
10'-0"
(4) 1/2" X 1 1/2"
*
*
- FOR PBA0103 CONNECTION WITH SBX*** BEAM,
9/16" DIA HOLES TO BE FILED DRILL.
NOTE:
*
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 RKC15
(+) SSR Fixed Clip Location
Part Mark Key
1 1'-0"
2 6"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
E205 20007HS1208415000 0.0730 7" RS-02, RS15P1
E206 20308ES1202417000 0.06008 1/2"
RS-01, RS12PH
P208 08Z1205414AB00 0.0790 8 1/2" RS02T1, RS-08
Shape Name = Canopy
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\17_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF SECONDARY PLAN FOR Canopy.dwg 4/30/2019 15:01:19
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF SECONDARY PLAN FOR Canopy
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
17
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
BL
Q
BL
P
BL
98.5
ROOF SECONDARY PLAN FOR Canopy
++
++
++
11
4R1B0
E206
P208(Flip)
P208(Flip)
P208(Typ.)
P208(Flip)
E205
111'-0"
12'-0"
18'-0"
QPLG
8.1
8.5
997.1
CANOPY
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
RS-01LOW EAVE STRUT CONNECTION DETAIL
P
6"
(2)1/2" X 1 1/2" LG.
A325T BOLTS
SHOP WELDED CLIP
EAVE STRUT
B
L
(CX***)
COLUMN
3 1/4"
RS-02HIGH EAVE STRUT CONNECTION DETAIL
(RBX***)
RAFTER
(EPX***)
COLUMN
B
L
EAVE STRUT
GCE052055
(2)1/2" X 1 1/2" LG.
A325T BOLTS
CLIP
8 3/4"
2
HIGH EAVE
LOW EAVE
Id Qty Mark No Spacing
1 2 CPBC020401 2'-0 11/16"
2 2 PBA0203 2'-0 11/16"
See SED:
BR09PH, BR09RY, BR09RZ, BR09JH, BR09JG
BR09K5, BR09K2, RCV435, RCV401, RSR033
Secondary Bracing Schedule
1 1
2 2
FRAME
1
/
4
"
(2) 1/2"x1 1/2"
A325 BOLTS
SHOP WELDED CLIP
RAFTER BEAM
8 1/2" PURLIN
RS-08
PURLINS AT INTERIOR FRAME
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D ROOF SECONDARY SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
18Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
11:16:264/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D ROOF SECONDARY SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
19Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
11:16:274/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 PG1
2 JTG1
3 H200
4 1XP06002110
Part Mark Key
1 1'-0"
2 4'-0"
3 3'-6"
4 2'-8"
5 3'-4 1/2"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G200 08Z2410415AE10 0.07308 1/2"
WSX01, WS12H6
G201 08Z2410416AE10 0.06808 1/2"
WSX03, WS12H6
G202 08Z0607417EG10 0.0600 8 1/2" WSX01, WS20F2
G203 08Z1404017AG00 0.0600 8 1/2" WS20F2, WS12H6
H200 DHC0304417 0.06008 1/2"
WS21D7
J200 20008JS0702217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8
Shape Name = Waste Chemical, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\20_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT 8.1.dwg 4/29/2019 18:10:56
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT 8.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
20
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT 8.1
1W2B1
2
1W2B1
2
1W2B0
1
1
11
CL CL
BL
G
BL
L
7'-2 1/4"
14'-7 1/2"57'-0"
45'-0"
32
G203G202
3
G201
G200
J200
J200
124'-0"
15'-2"
25'-0"
WSX01GIRT CONNECTION DETAIL
(EPX***)
COLUMN
B
L
L
8.1B
L
8 1/2" END WALL GIRT
8 1/2" END WALL GIRT
8 1/2" SIDE WALL GIRT
(WASTE CHEMICAL)
(CHEMICAL STORAGE)
(CHEMICAL STORAGE)
1XP06002110
W/ (4) 1/2" X 1 1/2" A325 BOLTS
4
4
4
WSX03GIRT CONNECTION DETAIL
(EPX***)
COLUMN
B
L
L
8.1B
L
8 1/2" END WALL GIRT
8 1/2" SIDE WALL GIRT
(WASTE CHEMICAL)
(CHEMICAL STORAGE)
1XP06002110
SHIP LOOSE CLIP
W/ (4) 1/2" X 1 1/2" A325 BOLTS
SHOP WELDED
CLIP
SHIP LOOSE CLIP
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Rod, Strut, and Misc. Connection Bolts
Id Qty Grade Bolt Diam. Bolt Length
PartNo
1 2 A325 3/4" 2 1/2" 0097284
1 PG1
2 JTG1
3 G206(Typ.)
4 GFA106
Part Mark Key
1 1'-0"
2 4'-0"
3 3'-6"
4 1'-9 3/8"
5 3'-0"
6 6"
7 3'-2 5/8"
8 2'-6"
9 1'-4"
10 1'-3 3/8"
11 1'-6"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G204 08Z2504413AE10 0.0880 8 1/2" WS12H6, WS01H2
G205 08Z1108417AG00 0.0600 8 1/2" WS12H6, WS20F2
G206 08Z0301417EG10 0.06008 1/2"
WSR004, WS12A2, WS01G3, WS20F2
G213 08Z1701417EE10 0.06008 1/2"
WS01H2
G214 08Z1707417EE10 0.0600 8 1/2" WS01H2
G228(Flip) 20108CS120441710 0.06008 1/2"
WS01H2, WS12A2
G229 21308ZS120441710 0.06008 1/2"
WS01H2, WS12A2
H201 20208JS1000017 0.06008 1/2"
WS20F9
J201 20108JS1202217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8
Bracing Part Schedule
Part Qty Length Detail
3BSB1602614 216'-8 3/4"
BR15J1
3BSB1608514 2 17'-2 5/8"BR15J1
07RS2009 2 20'-9" BR01G2
05RS1809 2 18'-9" BR01G2
05RS2008 2 20'-8" BR01G2
Shape Name = Waste Chemical, Wall = 4, Shape = Chemical Storage, Wall = 4, Shape = Canopy, Wall = 4
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\21_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT 9.dwg 4/26/2019 17:27:21
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT 9
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
21
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT 9
Open 3
4W4B0
BL
Q
BL
11
11
11
11
4
4
4
4
4
2W4B32W4B22W4B1
CL
N
CL
M
CL
P
1W4B1
2
2
1W4B1
11
2
2
1W4B0
11
11
CL
BL
L
BL
G
78'-6"
911
10
G229
G228(Flip)
111'-0"
14'-4"
12'-0"
3BSB1602614
0
5
R
S
2
0
0
8
0
5
R
S
2
0
0
8
05RS1809
05RS1809
3BSB1608514
0
7
R
S
2
0
0
9
0
7
R
S
2
0
0
9
3BSB1608514
3BSB1602614
85'-0"
74
5'-0"
32
G213(Typ.)G214(Typ.)G213(Typ.)
617'-4"17'-10"17'-4"6
25'-0"
53'-6"
510'-0"12'-0"
45'-0"
32
3G205(Typ.)
H201
G204
J201
J201
24'-0"1
14'-3 3/8"
25'-0"
3
4'-0"
G.1
10'-2 5/8"
WASTE CHEMICAL
CHEMICAL STORAGE CANOPY
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 PG1
2 JTG1
3 H200
4 G210
5 GFA200
Part Mark Key
1 4'-0"
2 3'-6"
3 3'-0"
4 2'-0"
5 4'-0 5/16"
6 2'-1"
7 3'-4 1/2"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G207 20008ZS030771710 0.0600 8 1/2" WS01H2, WSR004
G208 20108ZS250031700 0.0600 8 1/2" WSR004, WS20F2
G209 20208ZS300771710 0.06008 1/2"
WSR004, WS01H2
G210 08Z0108417EG10 0.06008 1/2"
WS20F2, WS01H2
G211 08Z1309417EE10 0.0600 8 1/2" WS01H2
G212 20308ZS160771710 0.06008 1/2"
WSR004, WS01H2
H200 DHC0304417 0.06008 1/2"
WS20F9
J202 20308JS0702217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8
Shape Name = Chemical Storage, Wall = 1
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\22_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT L.dwg 4/26/2019 17:27:27
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT L
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
22
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT L
5
5
5
5
5
5
5
5
5
5
5
5
2W1B22W1B1
2
2W1B1
2
1
1
11
2W1B0
8.1
CL
8.5
CL
BL
9
BL
7.1
7'-2 1/4"
8'-6 1/2"76
52@3'-0"
24
32
1
G212(Typ.)G211(Typ.)
4
3
G209(Typ.)
G208
J202
J202
G207(Typ.)
18'-0"14'-0"5'-0"
25'-0"
26'-0 5/16"
37'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Rod, Strut, and Misc. Connection Bolts
I
d
Qty Grade Bolt Diam. Bolt Length
PartNo
1 2 A325 3/4" 2 1/2" 0097284
1 GFA106
Part Mark Key
1 6"
2 4'-0"
3 3'-6"
4 1'-0"
5 2'-6 5/16"
6 10 1/16"
7 2 5/8"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G213 08Z1701417EE10 0.06008 1/2"
WSR004, WS01H2
G214 08Z1707417EE10 0.06008 1/2"
WS01H2
J203 20408JS1709417 0.06008 1/2"
FS25X1, FS25X2
J204 20508JS1709417 0.06008 1/2"
FS25X1
Bracing Part Schedule
Part Qty Length Detail
3BSB1608514 117'-2 5/8"
BR15J1
06RS2205 2 22'-5" BR01G2
06RS2107 2 21'-7" BR01G2
Shape Name = Chemical Storage, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
F:\JOBS\6-19-001820-01 (SEC COV)\ERD\23_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT 7.1.dwg 5/8/2019 14:30:23
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT 7.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
23
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT 7.1
11
1
1
1
1
1
1
1
1
1
1
2W2B32W2B22W2B1
CL
N
CL
M
CL
BL
L
BL
P
0
6
R
S
2
1
0
7
0
6
R
S
2
1
0
7
0
6
R
S
2
2
0
5
0
6
R
S
2
2
0
5
3BSB1608514
43@5'-0"
32
G213
G213(Typ.)
G214
G214(Typ.)
G213
G213(Typ.)
117'-4"17'-10"17'-4"1
26'-0 5/16"
53'-6"
11
G213G214G213
27'-1"
TOP OF PARAPET
56
J203J204J203
L
B
OUTSIDE
VERTICAL PARAPET
FACE OF
PARAPET POST
PARAPET TOP GIRT
8 1/2"
2
3
/
4
"
3
"
A325 BOLTS (TYP.)
(2)1/2"x1 1/2" LG.
FCX***
FS25X2PARAPET TOP GIRT CONNECTION
2
3
/
4
"
L
B
OUTSIDE
VERTICAL PARAPET
FACE OF
PARAPET POST
1
/
4
"
P
A
R
A
P
E
T
C
O
L
U
M
N
L
C
PARAPET TOP GIRT
8 1/2"
2
3
/
4
"
3
"
A325 BOLTS (TYP.)
(2)1/2"x1 1/2" LG.
FCX***
FS25X1PARAPET TOP GIRT CONNECTION
2
3
/
4
"
1
/
4
"
LB
7
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 JTG1
2 PG1
3 H200
4 G221
5 GFA200
6 GFA206
7 JCP051053
8 VCC07003096
9 RKC10 (REFER SED "FS25F5" )
Part Mark Key
1 4'-0"
2 3'-6"
3 2'-6"
4 3'-4 1/2"
5 2'-0"
6 2 5/8"
7 1'-0 11/16"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G215 20408ZS160071710 0.06008 1/2"
WS01H2, WSR004
G216 20508ZS151171710 0.06008 1/2"
WS01H2, WSR004
G217 20608ZS151051710 0.06008 1/2"
WS01H2, WSR004
G218 20708ZS150921710 0.06008 1/2"
WS01H2, WSR004
G219 20808ZS150801710 0.0600 8 1/2" WS01H2, WSR004
G220 08Z1309017EG10 0.0600 8 1/2" WS20F2, WS01H2
G221 JCP051053 0.0600 8 1/2" WSR004, WS20F2,
G222 20908ZS180171710 0.0600 8 1/2" WSR004, WS01H2
G223 21008ZS180171610 0.0680 8 1/2" WSR004, WS01H2
H200 DHC0304417 0.0600 8 1/2" WS21D7
J205 20608JS0702217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8
J206 20708JS1702717 0.0600 8 1/2" FS25X1, FS25X2
J207 20808JS1811117 0.0600 8 1/2" FS25X1, FS27F1
Shape Name = Chemical Storage, Wall = 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
F:\JOBS\6-19-001820-01 (SEC COV)\ERD\24_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT P.dwg 5/2/2019 12:05:42
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT P
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
24
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT P
5
5
5
5
6
6
6
6
5
5
2W3B1
2
2
2
2
11
2W3B0
8.6
CL
BL
7.1
BL
9
7'-2 1/4"
5414'-1 1/2"
33@5'-0"
21
G223(Typ.)
G222
4G220
J205
J205
3
G219
G218
G217
G216
G215
19'-6"17'-6"
26'-0 5/16"
25'-0"
37'-0"
67 16'-2 5/8"
J206 J207
8
9
* RKC TO BE FILED CUT AND LOCATE WITH EAVE STRUT
27'-1" TOP OF PARAPET
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 1'-0"
2 2'-9 3/8"
3 1'-10"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G224(Flip) 20008CS111041700 0.0600 8 1/2" WS12A2, WSX02
G225 21108ZS111041700 0.06008 1/2"
WS12A2, WSX02
Shape Name = Canopy, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\25_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT 8.5.dwg 4/26/2019 17:27:37
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT 8.5
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
25
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT 8.5
Open 1
4W2B0
BL
P
BL
Q
32
10'-2 5/8"
G225
G224(Flip)
11'-0"1
14'-10"
12'-0"
WSX02GIRT CONNECTION DETAIL
P
8 1/2" SIDE WALL GIRT
(CANOPY)
B
L
B
L
8.5
(EPX***)
COLUMN
6"
(2) 1/2" X 1 1/2" A325 BOLTS
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
1 VCC07003090
2 GFA106
Part Mark Key
1 2'-2 3/8"
2 1'-11"
Dimension Key
Secondary Part Schedule
Mark PartThick. Depth Lap
Detail
G226(Flip) 08C1605417QQ00 0.0600 8 1/2" WS12A2
G227 21208ZS171141700 0.06008 1/2"
WS12H5
Shape Name = Canopy, Wall = 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\26_Design 2019-008 Geotek Chemical Building Thermal lift 101818_SECONDARY ELEVATION AT Q.dwg 4/26/2019 17:27:40
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
SECONDARY ELEVATION AT Q
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
26
NTS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
FOR CONSTRUCTION
SECONDARY ELEVATION AT Q
22
Open 2
4W3B0
11
BL
8.5
BL
9
21
10'-2 5/8"
G227
G226(Flip)
14'-10"
14'-4"
18'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D WALL SECONDARY SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
27Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
11:16:424/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D WALL SECONDARY SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
28Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
11:16:434/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Length Type Gage OPFin. Color
#5 1331'-9 7/8" SSR 24
2 G TD
Oper. Code:2=SQ, SQ
Finish:G=Galvalume
Color:TD=Standard Color
Trim Schedule
Id Parts Qty Color Details
T1HCP0R/HCP0L, GGC1
1 Cool Granite Gray RC52A6
T2HCP0R/HCP0L, MCC1
1 Cool Granite Gray RC52A6
T3 MCC1, HCP0R/HCP0L1 Cool Granite Gray RC52A6
Fastener Schedule
PartDescription
55307(T-3) 1/4-14 x 1 1/4", 5/16" Hex Hd
1 1'-6" Starter Panel (Cut Dim. = 1'-7")
Ice Damming Conditions Exist
Use at endlaps, first clip from ridge and first from eave
Use at panel mid-point when panel is 38.0 ft or longer
MODULE CONTROL STRIPS
Dimension Key
Shape Name = Waste Chemical
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\29_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF COVERING PLAN-Waste Chemical.dwg 4/30/2019 14:31:28
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF COVERING PLAN-Waste Chemical
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
29
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
BL
L
BL
G
BL
9
BL
8.1
ROOF COVERING PLAN-Waste Chemical
T3 T2
T1
T1
31'-9 7/8"
(13)#5
11
25'-0"
32'-0"
QPLG
8.1
8.5
997.1
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
EXISTING BUILDING
HIGH EAVE
LOW EAVE
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Start Length Type Gage OP Fin. Color
#13 27 36'-1" SSR 24 2 G TD
Oper. Code:2=SQ, SQ
Finish:G=Galvalume
Color:TD=Standard Color
Insulation Schedule (Install in same direction as Covering)
Id Qty Type Start Run Last RunThick. Facing
BLK1 14IB
37'-6" 37'-6" 6.00PL
BLK2 27IU
37'-6" 37'-6" 9.00UF
Starter Width= 4'-0", Interm. Width= 4'-0", End Width= 4'-0"
Location =Outside Secondary Structural
Direction =Across Secondary Structural
Type:IB=ThermaLift Fiberglass Bottom Blanket
Type:IU=ThermaLift Fiberglass Top Blanket
Facing:PL=Polypropylene Scrim Kraft, Light Duty
Facing:UF=Unfaced
1 1'-4 3/4" Starter Panel (Cut Dim. = 1'-5 3/4")
Ice Damming Conditions Exist
Dimension KeyShape Name = Chemical Storage
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
F:\JOBS\6-19-001820-01 (SEC COV)\ERD\30_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF COVERING PLAN- Chemical Storage.dwg 5/2/2019 12:35:53
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF COVERING PLAN- Chemical Storage
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
30
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
BL
P
BL
L
BL
9
BL
BL
7.1
ROOF COVERING PLAN- Chemical Storage
T1
36'-1"
(27)#13
11
53'-6"
37'-0"
Trim Schedule
Id PartsColor Details
T1 BS1, FPRF1, GGC1, MCC1 Cool Granite Gray RC38N1
T2MCC1, HCP0L/HCP0R Cool Granite Gray RC38AJ, RC52A6
T3 GGC1, HCP0L/HCP0R Cool Granite Gray RC52A6
T4 80539 Cool Granite Gray RC50H4
T4T2
T3
HIGH EAVE
LOW EAVE
QPLG
8.1
8.5
997.1
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
8 1/2" PARAPET
Ref SED's
RCV401, RCV405, RCV410, RCV531
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Length Type Gage OP Fin. Color
#18 717'-9 7/8" SSR 24
2 G TD
Oper. Code:2=SQ, SQ
Finish:G=Galvalume
Color:TD=Standard Color
Trim Schedule
Id Parts Qty Color Details
T1 MCC1 1 Cool Granite Gray RC38AJ
T2 BS1, FPRF1, GGC1, MCC1 1 Cool Granite Gray RC38N1
T3 HCP0R/HCP0L, GGC11 Cool Granite Gray RC52A6
T4HCP0R/HCP0L, MCC1
1 Cool Granite Gray RC52A6, RC38AJ
1 1'-0" Starter Panel (Cut Dim. = 1'-1")
Ice Damming Conditions Exist
Dimension KeyShape Name = Canopy
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\31_Design 2019-008 Geotek Chemical Building Thermal lift 101818_ROOF COVERING PLAN- Canopy.dwg 4/30/2019 14:59:18
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
ROOF COVERING PLAN- Canopy
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
31
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
BL
Q
BL
P
BL
98.5
ROOF COVERING PLAN- Canopy
T4
T3 T2
T1
17'-9 7/8"
(7)#18
11
12'-0"
18'-0"
QPLG
8.1
8.5
997.1
CANOPY
CHEMICAL STORAGE
WASTE CHEMICAL
KEY PLAN
HIGH EAVE
LOW EAVE
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Trim Schedule
Id Parts Qty Color Details
T1 AFT16, (2)MS10 15'-2" Cool Cotton White WC21BBX
T2 (2)BWA0207, (4)BWT110, (3.2)RFR10-33,
(4)RHC010, (2)RHM200007, (4)RHS10
32'-0 1/8"Galvalumn RC03A2, RC15A2, RC52A1, RCV104, RCV106, WC52B2X
Shape Name = Waste Chemical, Wall = 1
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\32_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT G.dwg 4/30/2019 15:58:11
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT G
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
32
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT G
T2
T1
T1
Open to Existing
BL
9
BL
8.1
14'-3 3/8"
15'-2"
32'-0"
WC21BBXINSIDE CORNER FLASHING
B
L
B
L
VEE RIB FILLER
TRIM (AFT-)
VEE
RIB
WALL
B
L
INSIDE CORNER
FLASHING (MS-)
WHEN REQUIRED
VEE RIB WALL TO NBVP WALL
REV. DATE:
EXISTING BUILDING WALL
12-14 x 1 1/4"
S.S. ROOF STRUCT
FSNR
BASE OF WALL TRIM
(BWT-), DO NOT USE
W.P.
BOTTOM OF
ROOF PANEL
1/4-14 x 1 1/4"
STRUCT FSNR
(55307)
4'-0" O.C.
BASE OF WALL
ANGLE (BWA-)
B
L
6"
FASTENER. FLASHING
(RHC-) MUST BE FREE
TO MOVE WITH ROOF
5/16" BEAD OF
NON-SKINNING TUBE
SEALANT (025392)
DOUBLE ROW
ROOF HGT. CHANGE
FLASHING (RHC-)
*
WC52B2XBASE OF WALL AT ROOF HT CHANGE
EXISTING
BUILDING
*
*
- FILED WORK REQUIRED AT ROOF HEIGHT CHANGE TRANSITION LOCATION
NOTE:
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. ColorDirection
#2 8VR
15'-3" 26 1 K OW Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 DFT10, JT077'-2 1/4" Cool Cotton White WC24B1
T2 DFT05, HTS053'-4 1/2" Cool Cotton White WC24B2
T3 (1.4)BG2415, (3)BT10 21'-7 1/2" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T4 (3)HSEP1, (2.5)RFR10-33, RKF16, RKF10 25'-0" Cool Cotton White RCV420, RCV423
T5 AFT16, (2)ICE10 15'-2" Cool Cotton White WC21B2
Fastener Schedule
PartDescription
0097585-102 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 3'-4 1/2"
Dimension Key
Shape Name = Waste Chemical, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\33_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT 8.1.dwg 4/30/2019 15:28:38
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT 8.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
33
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT 8.1
T5
T4
T3-14'-7 1/2"T3-7'-0"
T2
T1
T1
BL
G
BL
L
14'-7 1/2"17'-0"
(8)#2
15'-2"
25'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. ColorDirection
#3 5 VR14'-4 1/4"
26 1 K OW Left to Right
#4 3VR
4'-3 3/4"26 1 K OW Left to Right
#12 18VR
25'-7" 26 1 K OWLeft to Right
#17 4 VR4'-4 1/2"
26 1 K OWLeft to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 DFT10, JT10 10'-0" Cool Cotton White WC24B1
T2 DFT10, HTS10 10'-0" Cool Cotton White WC24B2
T3 BG2415, (2)BT10 15'-0" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T4 EG161, EG121, (3)GRA10, (2)PCA10A, PCA05A, (14.2)STR4 25'-0" Cool Granite Gray RC03A2, RC32A1, RC38E2, RCV324, WC04H1, WC11F1
T5 5CE75, (2)CP510, DN1, (3)DST1 14'-3 3/8" Cool Cotton White RC38P1
T6 (3.6)BG2415, (6)BT10 53'-6" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T7 (2)EG201, EG161, (6)GRA10, (5)PCA10A, PCA05A, (28.3)STR4 53'-6" Cool Granite Gray RC03A2, RC32A1, RC38E2, RCV324, WC04H1, WC11F1
T8 5CE75, (3)CP510, DN1, (5)DST1 25'-0" Cool Cotton White RC38P1
T9 (1.5)AFT10, HT07 6'-0" Cool Cotton White WC-01
T10 EG121, (2)GRA10, PCA10A, PCA05A, (7.1)STR4 12'-0" Cool Granite Gray RC03A2, RC32A1, RC38E2, RCV324, WC04H1, WC11F1
T11 5CE75, (2)CP510, DN1, (3)DST1 14'-4" Cool Cotton White RC38P1
T12 (1.2)FDT10 12'-0" Cool Cotton White EN52B1, ENV007, RC00A1, WC-02, WC04H1, WS27B2, WS27D2
Fastener Schedule
PartDescription
0097585-102 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 3'-0"
Dimension Key
Shape Name = Waste Chemical, Wall = 4, Shape = Chemical Storage, Wall = 4, Shape = Canopy, Wall = 4
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\34_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT 9.dwg 4/30/2019 16:25:54
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT 9
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
34
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT 9
T11
T11
T10
T9
BL
QP
T8
T8
T7
T6
BL
T5
T5
T4
T3-3'-0"T3-12'-0"
T2
T1
T1
#3
BL
L
BL
G
12'-0"
53'-6"110'-0"12'-0"
78'-6"
(4)#17
14'-4"
(18)#12
25'-0"
53'-6"
(3)#4
(4)#3
14'-3 3/8"
25'-0"
T12
10'-0"
4'-0"
WALL
AFT
VEE RIB
B.L
CONCRETE
FASTENER 24" O.C.
(NOT BY V.P.)
WC-01
WALL PANEL AT MASONRY WALL VR WALLS
HT TRIM
CANOPY
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. Color IncrementDirection
#6 2VR
26'-2 3/4" 26 1 K OW -1" Left to Right
#7 10VR
10'-4 5/8" 26 1 K OW -2" Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 (0.3)BG2415, BT10 5'-0" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T2 (2)BWA0207, (4)BWT110, (3.2)RFR10-33, (4)RHC010, (2)RHM200007, (4)RHS1032'-0 1/8"
Galvalume RC03A2, RC15A2, RC52A1, RCV104, RCV106, WC52B2
T3 (1.5)AFT16, (1.5)AFT12, CTE16, CTE1226'-0 5/16"
Cool Cotton White WC20B2
T4 (1.5)AFT12, CTE12 10'-8 5/8" Cool Cotton White WC20B2
T5 (3.7)RFR10-33, (2)RKF20, (4)RSC1037'-0 3/16" Cool Granite Gray RC30A1, RCV403, RCV435, RSV010
Fastener Schedule
PartDescription
0097585-102 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 2'-1"
2 3'-4 1/2"
Dimension Key
Shape Name = Chemical Storage, Wall = 1
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\35_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT L.dwg 4/30/2019 15:58:21
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT L
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
35
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT L
T5
T4
T3
T2
T1
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
10'-4 5/8"
(2)#6
26'-1 3/4"
26'-2 3/4"
Open to Chemical storage
BL
9
BL
7.1
26'-6 1/2"215'-0"
(10)#7
25'-0"
26'-0 5/16"
37'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. ColorDirection
#8 18VR
27'-1 1/4" 26 1 K OW Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 (3.6)BG2415, (6)BT10 53'-6" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T2 (5.4)CTFV8A10, (6)FLS80B 53'-6" Cool Granite Gray FC20E1, FC20E2, FC20E3
Fastener Schedule
PartDescription
0097585-102(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Shape Name = Chemical Storage, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\36_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT 7.1.dwg 4/30/2019 16:28:59
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT 7.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
36
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT 7.1
T2
T1
BL
L
BL
P
(18)#8
26'-0 5/16"
53'-6"
*
*
- CAP TRIM (CTFVA810) TO BE FIELD BEND AND LOCATE.
NOTE:
27'-1" TOP OF PARAPET
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. Color IncrementDirection
#9 5 VR16'-1 5/8" 26 1 K OW 1" Left to Right
#105 VR
9'-7 7/8" 26 1 K OW 1" Left to Right
#11 7 VR27'-1 1/4" 26 1 K OW Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 DFT10, JT077'-2 1/4" Cool Cotton White WC24B1
T2 DFT05, HTS053'-4 1/2" Cool Cotton White WC24B2
T3 (2.2)BG2415, (4)BT10 33'-7 1/2" Cool Cotton White EN52B1, ENV007, RC00A1, WC01AB, WC04H1, WS27B2, WS27D2
T4 (1.5)AFT16, (1.5)AFT12, CTE16, CTE12 26'-0 5/16" Cool Cotton White WC20B2
T5 (1.5)AFT16, CTE16 14'-8" Cool Cotton White WC20B2
T6 AFT12, ICE10, ICE05 10'-10" Cool Cotton White WC21B2
T7 BWA0207, (2)BWT110, (2)ELTA10, (1.8)RFR10-33, (2)RHC010, RHM200007, (2)RHS10, TA10 18'-0 1/16"Standard Color RC15A2, RC52A1, RC80E2, RC80E3, RC80G1, RC80G4, RCV104, RCV106, WC15A1, WC52B2
T8 VRF810, CTFV8B10, RKC10 2'-1" Cool Granite Gray
T9 (4)CTFV8B10, (4)FLS80B 37'-0" Cool Granite Gray FC20E1, FC20E2, FC20E3
Fastener Schedule
PartDescription
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097585-102(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097580-102Pop Rivet 1/8 x 3/8"
0097584-102(T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
1 3'-4 1/2"
2 2'-0"
Dimension Key
Shape Name = Chemical Storage, Wall = 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\37_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT P.dwg 4/30/2019 16:28:54
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT P
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
37
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT P
T9
T8
T7
T6
T5
T4
T3-2'-0"T3-31'-7 1/2"
T2
T1
T1
27'-1 1/4"
9'-11 7/8"
9'-10 7/8"
9'-9 7/8"
9'-8 7/8"
9'-7 7/8"
15'-9 5/8"
15'-10 5/8"
15'-11 5/8"
16'-0 5/8"
16'-1 5/8"
BL
7.1
BL
9
2131'-7 1/2"
(7)#11
(5)#10
(5)#9
26'-0 5/16"
25'-0"
37'-0"
27'-1" TOP OF PARAPET
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OPFin. Color
Direction
#14 4 VR4'-10 1/2"
26 1K OW
Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 (1.2)FDT10 12'-0" Cool Cotton White EN52B1, ENV007, RC00A1, WC-02, WC04H1, WS27B2, WS27D2
T2 (1.5)AFT10, HT07 6'-0" Cool Cotton White WC20B2
T3 AFT05, ICE05 4'-10" Cool Cotton White WC-01
T4 (1.5)AFT05, CTE05 4'-10" Match Wall Color WC20B2
T5 (2)HSEP1, (1.2)RFR10-33, RKF16 12'-0" Cool Granite Gray RCV420, RCV423
Fastener Schedule
PartDescription
0097585-102 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Shape Name = Canopy, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\38_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT 8.5.dwg 4/30/2019 17:49:19
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT 8.5
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
38
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT 8.5
T5
T4
T3
T2
T1
BL
P
BL
Q
(4)#14
14'-10"
12'-0"
CEE GIRT
12-14 x 1 1/4"
WALL STRUCT FSNR
1 PER FOOT @ RPR
B
L
INSIDE CLOSURE
VR PANEL (80360)
3/16" x 1/4" TAPE MASTIC (025390)
(FDT-)
VR WALL
10'-2 5/8"
CEE GIRT ELEVATION
BASE TRIM
10'-0"
OPEN
WC-02BASE OF OPEN WALL ATTACHMENT
VR W/ BASE TRIM
10'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Covering Schedule
Id Qty Type Start Length Gage OP Fin. Color IncrementDirection
#16 6VR
4'-1 1/8" 26 1 K OW 1" Left to Right
Oper. Code:1=SQ, SQ
Finish:K=KXL (Kynar)
Color:OW=Cool Cotton White
Trim Schedule
Id Parts Qty Color Details
T1 (1.8)FDT10 18'-0" Cool Cotton White EN52B1, ENV007, RC00A1, WC-02, WC04H1, WS27B2, WS27D2
T2 (1.5)AFT05, CTE05 4'-4" Cool Cotton White WC20B2
T3 (1.8)RFR10-33, RKF20, (2)RSB10, (2)RSC10 18'-0 1/16" Cool Granite Gray RC10A2, RC30A1, RS10L5
Shape Name = Canopy, Wall = 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\39_Design 2019-008 Geotek Chemical Building Thermal lift 101818_COVERING ELEVATION AT Q.dwg 4/30/2019 16:28:39
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
COVERING ELEVATION AT Q
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
39
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
COVERING ELEVATION AT Q
T3
T2
T1
4'-6 1/8"
4'-5 1/8"
4'-4 1/8"
4'-3 1/8"
4'-2 1/8"
4'-1 1/8"
Open
BL
8.5
BL
9
(6)#16
14'-10"
14'-4"
18'-0"
Fastener Schedule
PartDescription
0097585-102 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer
0097581-102(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
10'-0"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Trim Schedule
Id Parts Qty Color Details
T1 (5.4)TRMX01 53'-6" Galvalume RC03A2, RCV105, RCV420, RCV421, RCV422, RC-01
Shape Name = Chemical Storage, Wall = 2
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\40_Design 2019-008 Geotek Chemical Building Thermal lift 101818_WALL LINER ELEVATION AT 7.1.dwg 5/2/2019 10:41:52
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
WALL LINER ELEVATION AT 7.1
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
40
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
(View from inside Building)
WALL LINER ELEVATION AT 7.1
T1
BL
P
BL
L
26'-0 5/16"
26'-0 5/16"
53'-6"
27'-1" TOP OF PARAPET
12-14 x 1 1/4"
WALL STRUCT
FACADE CAP
TRIM (CTFV-)
WALL STITCH
FSNR AT
FACE PANEL
VR
12-14 x 1 1/4"
WALL STRUCT.FSNR
2 PER FOOT.
W.P.
TOP OF PARAPET
1/4-14 x 7/8"
FSNR 12" O.C.12" O.C.
RC-01WALL TO ROOF TRANS. FLASHING
PANEL STIFFENER
SSR PANEL
12-14 x 1 1/4" S.S
ROOF STRUCT. FSNR
3/16" X 1" X 28"
TAPE MASTIC (97662)
TRMX01
6
1
/
4
"
1" TAPE MASTIC
(97662 & 80347)
8 1/2" CEE GIRT
8 1/2"
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
Wall Liner Schedule
Id Qty Type Length Gage OPFinish Color Increment
Direction
#1 7 PR2'-0" 26 1 G TD
Left to Right
#15 5 PR1'-0 5/8"
26 1 G TD-1" Left to Right
Oper. Code:1=SQ, SQ
Finish:G=Galvalume
Color:TD=Standard Color
Trim Schedule
Id Parts Qty Color Details
T1 (2)BWA0207, (4)BWT110, (8)PC20, (3.7)RFR10-33, (4)RHC010, (2)RHM200007, (4)RHS10, (4)RSB1037'-0 3/16"
Galvalume RC03A2, RC52A1, RCV104, RCV106, RCV437, WC52B2
Shape Name = Chemical Storage, Wall = 3
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES 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
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME:
\\bbchefs100\Server-2018\19-001820-01\02 - OUTGOING\04 - ERD\CAD\41_Design 2019-008 Geotek Chemical Building Thermal lift 101818_WALL LINER ELEVATION AT P.dwg 4/30/2019 17:20:45
SAVE DATE: SAVE TIME: LAST SAVED BY:
kthangaraju
MO
DIF
IE
D IN
A
UT
OC
AD
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125
D
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
WALL LINER ELEVATION AT P
2018.2b
A.B. systems Inc.
Geotek
Stewartville, Minnesota
Geotek
2019-008A
19-001820-01
5/02/2019
TKN KNN
41
NTS
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
FOR CONSTRUCTION
(View from inside Building)
WALL LINER ELEVATION AT P
T1
1'-4 5/8"
1'-3 5/8"
1'-2 5/8"
1'-1 5/8"
1'-0 5/8"
2'-0"
BL
9
BL
7.1
2'-0" 3'-4 1/2" 31'-7 1/2"
(5)#15
(7)#1
26'-0 5/16"
25'-0"
37'-0"
** * * * * *
- BACK PANELS ARE TO BE FIELD WORK REQUIRED
*
27'-1" TOP OF PARAPET
Fastener Schedule
PartDescription
0097584UNPTD(T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581UNPTD (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D COVERING & TRIM SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
42Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
21:27:434/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D COVERING & TRIM SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
43Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
21:27:444/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D COVERING & TRIM SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
44Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
21:27:464/26/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D COVERING & TRIM SED'S
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
41Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:08:005/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D B-081465
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
45Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:21:285/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D B-081765
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
46Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:21:305/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D S-081766
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
47Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:21:315/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D S-081767
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
48Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:21:335/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144
VPC VERSION:FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGSVARCO PRUDEN
VP Buildings3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.
D S-090028
A.B. systems Inc.GeotekStewartville, MinnesotaGeotek
2019-008A
19-001820-01
5/02/2019
TKN
49Design 2019-008 Geotek Chemical Building Thermal lift 101818
2018.2bNTSKNN
FOR CONSTRUCTION
10:21:345/2/2019 SEDSheet
PROFESSIONAL ENGINEERI hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly LicensedProfessional Engineer under the lawsof the State of Minnesota.
Print Name: Jeremy May
Signature:
Date: 05/08/2019 License #: 55144