VP BUILDINGSdrawings.vp.com/UPLOAD/Files/19-001820-01_FOR CONSTRUCTION_Erection...jobno location...

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


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


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


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


Geotek

2019-008A

19-001820-01

3/20/19

awc AWC

2 of


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



Signature:

Date: 05/08/2019 License #: 55144

VPC VERSION:

FILENAME:

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN

VP Buildings








BUILDINGS.





TEMPORARY BRACING.









VP.

D

ERECTION NOTES

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

3/20/19

awc AWC

3 of


2018.2bNTS

FOR CONSTRUCTION

20:10:163/20/2019




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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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


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 1 1

1

1



Signature:

Date: 05/08/2019 License #: 55144

VPC VERSION:

FILENAME:

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN

VP Buildings








BUILDINGS.





TEMPORARY BRACING.









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


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


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


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


Plate W=9" L=1'-1"

Dim: A=5 1/8"

Elev.=100'-1"


Plate W=8" L=1'-1"

Elev.=96'-1"


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


Geotek

2019-008A

19-001820-01

3/20/19

awc AWC

5 of


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


100'-1" 2

2 4-24-19 JDS REVISED DETAIL D7 ELEVATION



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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

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VPC VERSION:

VP Buildings


D





PRIMARY AND ROOF BRACING PLAN

2018.2b

A.B. systems Inc.

Geotek


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"



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 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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

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D IN

A

UT

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VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) G.1

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

7

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144


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



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.


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"




Shape Name = Chemical Storage Wall 4, Frame 1

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

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DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) L

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

8

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144



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#


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


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









JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) M

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

9

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144



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#



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


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









JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) N

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

10

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144


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#



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


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




Vert. Clearance at member 6(EPX103): 23'-9 1/8"



JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) P

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

11

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144



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#



A 4 A325 3/4" 2 1/2" 3/8"1 1

0097284


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"




Shape Name = Canopy Wall 4, Frame 2

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


PVijayakumar

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





FRAME CROSS SECTION AT FRAME LINE(S) Q

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

05/02/2019

PVK KNN

12

NTS







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



Signature:

Date: 05/08/2019 License #: 55144

VPC VERSION:FILENAME:

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGSVARCO PRUDEN

VP Buildings3200 Players Club Circle Memphis TN 38125



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.


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



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D PRIMARY BRACING SED'S-2


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



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


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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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ROOF SECONDARY PLAN

2018.2b

A.B. systems Inc.

Geotek


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"



Signature:

Date: 05/08/2019 License #: 55144

1 PG1

2 PC20 (REFER SED RCV435)

3 BRS (REFER SED RCV435)

4 5ECU21 (REFER SED RSR033)


Part Mark Key

1 6"

Dimension Key



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


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


Shape Name = Chemical Storage

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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ROOF SECONDARY PLAN FOR Chemical Storage

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

16

NTS







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


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


AT RAFTER

A325 BOLTS

SBX***

RBX***

BL

P

FACADE POST

A325 BOLTS

6"

RS-04RS-03

RS-05

FS35B1

RS-05


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:

*



Signature:

Date: 05/08/2019 License #: 55144

1 RKC15


Part Mark Key

1 1'-0"

2 6"

Dimension Key



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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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ROOF SECONDARY PLAN FOR Canopy

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

17

NTS







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


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


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



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D ROOF SECONDARY SED'S


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



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D ROOF SECONDARY SED'S


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN


11:16:274/26/2019 SEDSheet



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



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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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D





SECONDARY ELEVATION AT 8.1

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

20

NTS







FOR CONSTRUCTION


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" SIDE WALL GIRT

(WASTE CHEMICAL)

(CHEMICAL STORAGE)

(CHEMICAL STORAGE)

1XP06002110

W/ (4) 1/2" X 1 1/2" A325 BOLTS

4

4

4


(EPX***)

COLUMN

B

L

L

8.1B

L



(WASTE CHEMICAL)

(CHEMICAL STORAGE)

1XP06002110

SHIP LOOSE CLIP

W/ (4) 1/2" X 1 1/2" A325 BOLTS

SHOP WELDED

CLIP

SHIP LOOSE CLIP



Signature:

Date: 05/08/2019 License #: 55144


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



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




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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

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UT

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VPC VERSION:

VP Buildings


D





SECONDARY ELEVATION AT 9

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

21

NTS







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



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



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


Shape Name = Chemical Storage, Wall = 1

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

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D IN

A

UT

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AD

VPC VERSION:

VP Buildings


D





SECONDARY ELEVATION AT L

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

22

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144


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



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



3BSB1608514 117'-2 5/8"

BR15J1

06RS2205 2 22'-5" BR01G2

06RS2107 2 21'-7" BR01G2


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


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A

UT

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VPC VERSION:

VP Buildings


D






2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

23

NTS







FOR CONSTRUCTION


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



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



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


J206 20708JS1702717 0.0600 8 1/2" FS25X1, FS25X2

J207 20808JS1811117 0.0600 8 1/2" FS25X1, FS27F1


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





SECONDARY ELEVATION AT P

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

24

NTS







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



Signature:

Date: 05/08/2019 License #: 55144

1 1'-0"

2 2'-9 3/8"

3 1'-10"

Dimension Key



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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D






2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

25

NTS







FOR CONSTRUCTION


Open 1

4W2B0

BL

P

BL

Q

32

10'-2 5/8"

G225

G224(Flip)

11'-0"1

14'-10"

12'-0"


P


(CANOPY)

B

L

B

L

8.5

(EPX***)

COLUMN

6"

(2) 1/2" X 1 1/2" A325 BOLTS



Signature:

Date: 05/08/2019 License #: 55144

1 VCC07003090

2 GFA106

Part Mark Key

1 2'-2 3/8"

2 1'-11"

Dimension Key



Detail

G226(Flip) 08C1605417QQ00 0.0600 8 1/2" WS12A2

G227 21208ZS171141700 0.06008 1/2"

WS12H5


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





SECONDARY ELEVATION AT Q

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

26

NTS







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"



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D WALL SECONDARY SED'S


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN


11:16:424/26/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D WALL SECONDARY SED'S


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN


11:16:434/26/2019 SEDSheet



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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





ROOF COVERING PLAN-Waste Chemical

2018.2b

A.B. systems Inc.

Geotek


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



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


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")


Dimension KeyShape Name = Chemical Storage

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





ROOF COVERING PLAN- Chemical Storage

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

30

NTS



TO STRUCTURAL BEAMS






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



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


Trim Schedule


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")


Dimension KeyShape Name = Canopy

JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





ROOF COVERING PLAN- Canopy

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

31

NTS



TO STRUCTURAL BEAMS






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



Signature:

Date: 05/08/2019 License #: 55144

Trim Schedule


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


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT G

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

32

NTS



TO STRUCTURAL BEAMS






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:



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


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


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT 8.1

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

33

NTS



TO STRUCTURAL BEAMS






FOR CONSTRUCTION


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"



Signature:

Date: 05/08/2019 License #: 55144

Covering Schedule


#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



Trim Schedule


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


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#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT 9

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

34

NTS



TO STRUCTURAL BEAMS






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



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



Trim Schedule


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



1 2'-1"

2 3'-4 1/2"

Dimension Key


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT L

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

35

NTS



TO STRUCTURAL BEAMS






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"



Signature:

Date: 05/08/2019 License #: 55144

Covering Schedule


#8 18VR

27'-1 1/4" 26 1 K OW Left to Right

Oper. Code:1=SQ, SQ



Trim Schedule


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



JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









VP.

FILENAME:



kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D






2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

36

NTS



TO STRUCTURAL BEAMS






FOR CONSTRUCTION


T2

T1

BL

L

BL

P

(18)#8

26'-0 5/16"

53'-6"

*

*

- CAP TRIM (CTFVA810) TO BE FIELD BEND AND LOCATE.

NOTE:




Signature:

Date: 05/08/2019 License #: 55144

Covering Schedule


#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



Trim Schedule


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



0097580-102Pop Rivet 1/8 x 3/8"


1 3'-4 1/2"

2 2'-0"

Dimension Key


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT P

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

37

NTS



TO STRUCTURAL BEAMS






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"




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



Trim Schedule



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




JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









VP.

FILENAME:



kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D






2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

38

NTS



TO STRUCTURAL BEAMS






FOR CONSTRUCTION


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"



Signature:

Date: 05/08/2019 License #: 55144

Covering Schedule


#16 6VR

4'-1 1/8" 26 1 K OW 1" Left to Right

Oper. Code:1=SQ, SQ



Trim Schedule



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


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





COVERING ELEVATION AT Q

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

39

NTS



TO STRUCTURAL BEAMS






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



10'-0"



Signature:

Date: 05/08/2019 License #: 55144

Trim Schedule


T1 (5.4)TRMX01 53'-6" Galvalume RC03A2, RCV105, RCV420, RCV421, RCV422, RC-01


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





WALL LINER ELEVATION AT 7.1

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

40

NTS



TO STRUCTURAL BEAMS






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"


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"



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


Trim Schedule


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


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#


VP BUILDINGS

VARCO PRUDEN







TEMPORARY BRACING.









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


kthangaraju

MO

DIF

IE

D IN

A

UT

OC

AD

VPC VERSION:

VP Buildings


D





WALL LINER ELEVATION AT P

2018.2b

A.B. systems Inc.

Geotek


Geotek

2019-008A

19-001820-01

5/02/2019

TKN KNN

41

NTS



TO STRUCTURAL BEAMS






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

*


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



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D COVERING & TRIM SED'S


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

21:27:434/26/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

21:27:444/26/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

21:27:464/26/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:08:005/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D B-081465


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:21:285/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D B-081765


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:21:305/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D S-081766


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:21:315/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D S-081767


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:21:335/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D S-090028


2019-008A

19-001820-01

5/02/2019

TKN


2018.2bNTSKNN

FOR CONSTRUCTION

10:21:345/2/2019 SEDSheet



Signature:

Date: 05/08/2019 License #: 55144

VP BUILDINGSdrawings.vp.com/UPLOAD/Files/19-001820-01_FOR CONSTRUCTION_Erection...jobno location...

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