055000-2.0_Metal Fabrications-SD_ASI_ACG_VA.pdf

Apogee Consulting Group, PA www.acg-pa.com

Transmittal TO: Dorita L. Herd DATE: 2/18/2025

FIRM: TRANSMITTAL ID: 00270

FROM: Korri Hughes

PROJECT: VA Oklahoma City-Parking Garage-OK ACG PROJECT #: 19-292

RE: Metal Fabrications - SD

SPEC SECTION: 05 50 00

REMARKS:

Response (Furnish as Corrected) from: Andrew DeWilde Remarks:

See attached.

Response (Furnish as Corrected) from: Renee Clarke (Apogee Consulting Group, P.A.)

Remarks:

CONTENTS

QUANTITY: 1 DATED: 2/6/2025 NUMBER:

DESCRIPTION:

055000-2.0_Metal Fabrications-SD.pdf

ACTION:

REMARKS:

COPIES:

Jim Matchett (Apogee Consulting Group, P.A.)

Karen Lee (Apogee Consulting Group, P.A.)

www.acg-pa.com

Project:

Submittal ID:

Spec Section:

Review is for general conformance with plans and specifications given in the Contract Documents. Contractor is solely responsible for dimensions, quantities, performance, Safety, coordination with other work, and all other requirements of the Contract Documents. Review does not authorize changes to the Contract unless stated specifically In a separate letter or Change Order.

Reviewed By:

Reviewed on:

Apogee Consulting Group, P.A.

COMMENTS:

19-292-VA Oklahoma City-Parking Garage-OK 055000-2.0 Metal Fabrications

Furnish as Corrected

Renee Clarke 02/18/25

VHAOKLHerdD Logo Submittal

VHAOKLHerdD Accepted

Advon Corporation 2882 Remington Green Ln.

Tallahassee, Florida 32308 P: (850) 727-7626

Project: 24-05 VA OKC Parking Garage 921 NE 13th Street

Oklahoma City, Oklahoma 73104

Submittal #05 50 00-2.0 - Shop Drawings-Metal Fabrications 05 50 00 - Metal Fabrications

Revision 0 Submittal Manager Amy (Operations Assistant) Mayo (Advon Corporation)

Status Open Date Created Jul 25, 2024

Issue Date Feb 6, 2025 Spec Section 05 50 00 - Metal Fabrications

Responsible Contractor

Patriot Erectors LLC Received From Jonathan (JT) Gaulding (Patriot Erectors LLC)

Received Date Submit By

Final Due Date Feb 27, 2025 Lead Time

Cost Code

Location Type Shop Drawing

Submittal Package

Approvers ACG-PA's Construction Admin Department (Apogee Consulting Group), Matthew (Alternate Contracting Officers Representative) Guarnieri (OKC VA Health Care System), Dorita (Contracting Officer Representative) Herd (OKC VA Health Care System)

Ball in Court ACG-PA's Construction Admin Department (Apogee Consulting Group)

Distribution Daniel (Quality Control Manager) Smith (Advon Corporation), Jeremy (Sr. Project Manager) Thompson (Advon Corporation), Joseph (Contract Specialist) Luetke (Dept. of VA - Program Contract Activity Central), Scot (Superintendent) Vulgamore (Advon Corporation)

Description 1. Each item specified, showing complete detail, location in the project, material and size of components, method of joining various components and assemblies, finish, and location, size and type of anchors. 2. Mark items requiring field assembly for erection identification and furnish erection drawings and instructions. 3. Provide templates and rough-in measurements as required.

Submittal Workflow

Name Sent Date Due Date Returned Date Response Attachments

General Information Attachments

05 50 00-2 - Shop Drawings-Metal Fabrications.pdf

ACG-PA's Construction Admin Department

Feb 6, 2025 Feb 18, 2025 Pending

Matthew (Alternate Contracting Officers Representative) Guarnieri

Feb 27, 2025 Pending

Dorita (Contracting Officer Representative) Herd

Feb 27, 2025 Pending

Advon Corporation Page 1 of 1 Printed On: Feb 6, 2025 03:57 PM EST https://app.procore.com/2899083/project/submittal_logs/document_downloader?attachment_id=5222841722&item_id=56450704&item_type=SubmittalLog&project_id=2899083&source=coversheet https://app.procore.com/2899083/project/submittal_logs/document_downloader?attachment_id=5222841722&item_id=56450704&item_type=SubmittalLog&project_id=2899083&source=coversheet

2882 Remington Green Lane • Tallahassee, FL 32308 • Phone (850)727-7626 • Fax (850)807-2529

SUBMITTAL DATA

FOR

VA Oklahoma City Health Care

Parking Garage #2

Contract #36C77624C0103

Project # 635-414

SECTION 05 50 00 – Metal Fabrications

05 50 00-2 – Shop Drawings

General Contractor: ADVON Corporation

2882 Remington Green Ln.

Tallahassee, FL 32308

Phone: 850-727-7626

Subcontractor: Patriot Erectors

Notes: N/A x

DS 2/5/25

2882 Remington Green Lane • Tallahassee, FL 32308 • Phone (850)727-7626 • Fax (850)807-2529

Quality Control Manager Review Notes:

Below are the review comments from ADVON’s Quality Control Manager per ea Submittal:

1. General Notes

a) Submittal referenced in 05 50 00 (para 1.3-B)

b) Stair rails drawings to be submitted separately once precast drawings are received.

2. 05 50 00-2 – Shop Drawings

a) No comments or objections.

Please review and confirm the information provided and provide the appropriate DOR action review code. Should you have any questions, comments, or concerns, do not hesitate to reach out to us.

Thank you, Daniel Smith

Daniel J Smith Digitally signed by Daniel J Smith

DN: C=US,

E=dsmith@advonconstruction.com, O=Advon Corporation, OU=Quality Control Manager, CN=Daniel J Smith Date: 2025.02.05 13:53:29-06'00'

9025 River Road, Suite 200 Indianapolis, Indiana 46240

317-547-5580

This submittal has been reviewed for conformance with the design concept and for compliance with the contract documents only. The notes made do not relieve the CONTRACTOR from compliance with the contract documents. Design and certification of manufactured items that are not specifically designed and detailed in the contract documents are the responsibility of the registered professional engineer working for the CONTRACTOR.

The CONTRACTOR is responsible for all dimensions, quantities, fabrication, fit and the coordination with other trades. Dimensions shall be confirmed and correlated by the CONTRACTOR at the job site. Any changes made to the submittal, other than those indicated by our review, shall be clouded or otherwise highlighted on subsequent submittals.

Reviewed (R) Reviewed As Noted (RAN)

Revise And Resubmit (RAR) Rejected (REJ)

Date:By:

Project # / Title:

Submittal # / description:

TMB

055000-2.0_Metal Fabrications-SD

02.13.2025 X

2019.02283

Patriot Erectors LLC

Date: 12/12/2024

Transmittal #: 10000

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 1003 Sump Framing - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Amy MayoTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 12/30/2024

Drawing Number Rev Description Date Detailed / Revised

1003-A1 - 1003-A4 A Sump Framing 12/4/2024

1003-GR1 A Sump Framing 12/4/2024

E1003-0 A 3D-View of Sump Pit 12/4/2024

E1003-1 A Sump Pit Framing Plan 12/4/2024

E1003-2 A Sump Pit Sections 12/4/2024

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC

By:Copy To: Document Control

Dani Goeser

Indicate the Type of

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

WEIGHT = 40 LBS.

PROJECT FINISH NOTES:

REF. DWG. S201

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E1003-0

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

3D-VIEW OF SUMP PIT

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

3D VIEW

CLEANING = SSPC-SP2

FINISH = GALVANIZED

SUMP PIT:

1003-GR1

W19-4 (34X316) X 36

1003-A1 L3X2X14

1003-A3 L3X2X14

1003-A2 L3X2X14

1003-A4 L3X2X14

PROJECT FINISH NOTES:

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E1003-1

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

SUMP PIT FRAMING PLAN

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

SUMP PIT FRAMING PLAN

REF:. S201

A

2.2

PLEASE VERIFY

APPROVER:

CLEANING = SSPC-SP2

FINISH = GALVANIZED

SUMP PIT:

7'-3

6'-9 2'-0

1003-A1 L3X2X14

1003-A3 L3X2X14

1003-A2 L3X2X14

1003-A4 L3X2X14

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

B E1003-2

B

E1003-2

A E1003-2

A E1003-2

VERIFY SIZE AND LOCATION OF

SUMP PIT WITH ELEVATOR

SUPPLIER

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E1003-2

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

SUMP PIT SECTIONS

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

B - B

A - A

A

2.2

PLEASE VERIFY

APPROVER:

CLEANING = SSPC-SP2

FINISH = GALVANIZED

SUMP PIT:

4E L

14 14

2'-0 6

(3) 12 X 2 12 HILTI_KB-TZ2

112 EMBEDMENT

PLEASE VERIFY

APPROVER:

(3) 12 X 2 12 HILTI_KB-TZ2

112 EMBEDMENT

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

1003-A4 L3X2X14

1003-A2 L3X2X14

1003-GR1

W19-4 (34X316) X 36

E L

E L

6'-9 2'-0

(4) 12 X 2 12 HILTI_KB-TZ2

112 EMBEDMENT

(4) 12 X 2 12 HILTI_KB-TZ2

112 EMBEDMENT

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

1003-A3 L3X2X14

1003-A1 L3X2X14

1003-GR1

W19-4 (34X316) X 36

CONFIRMED

OK AS SHOWN

VERIFY SIZE AND LOCATION OF

SUMP PIT WITH ELEVATOR

SUPPLIER

GRATING TO BE

FLUSH WITH

ELEVATOR SLAB

T/SLAB = 1242.42'

ONE - ANGLE REQ'D Mk. 1003-A1

REF DWG/SPEC:

REF E DWG:

S201

E1003-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1240'-3"3/16 /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

4 2 1/21/2Ø HILTI_KB-TZ2 BOLT

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1003-A1 1 ANGLE

1003-A1 1 L3X2X1/4

8.2

8.22'-0 A36

GALV. 8.2TOTAL WEIGHT

1003-A1

EPRC

ANGLE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

GALV.

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

RD

OTHER APPROVED METHOD.

3.) ALL SHIPPING MARKS TO BE SCRIBBED, METAL TAG OR

ADDITION TO STRENGTH WELDS AS SHOWN ON DETAILS.

2.) ALL SHOP WELDED CONNECTIONS TO BE SEAL WELDED IN

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

1.) ALL MATERIAL THIS SHEET TO BE HOT DIPPED GALVANIZED

SHOP NOTES:

1 3 9 1'-3 1'-9

L3X2X14 x 2'-0

(1) - 716Ø

LIFTING HOLE

(4) - 916Ø

1003-A1 NORTH x 1

ONE - ANGLE REQ'D Mk. 1003-A2

REF E DWG:

S201

E1003-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1240'-3"3/16 /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

3 2 1/21/2Ø HILTI_KB-TZ2 BOLT

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1003-A2 1 ANGLE

1003-A2 1 L3X2X1/4

6.7

6.71'-7 3/4 A36

GALV. 6.7TOTAL WEIGHT

1003-A2

EPRC

ANGLE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

GALV.

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

RD

OTHER APPROVED METHOD.

3.) ALL SHIPPING MARKS TO BE SCRIBBED, METAL TAG OR

ADDITION TO STRENGTH WELDS AS SHOWN ON DETAILS.

2.) ALL SHOP WELDED CONNECTIONS TO BE SEAL WELDED IN

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

1.) ALL MATERIAL THIS SHEET TO BE HOT DIPPED GALVANIZED

SHOP NOTES:

1 378 978 1'-378

L3X2X14 x 1'-734

(1) - 716Ø

LIFTING HOLE

(3) - 916Ø

1003-A2 WEST x 1

ONE - ANGLE REQ'D Mk. 1003-A3

REF E DWG:

S201

E1003-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1240'-3"3/16 /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

4 2 1/21/2Ø HILTI_KB-TZ2 BOLT

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1003-A3 1 ANGLE

1003-A3 1 L3X2X1/4

8.2

8.22'-0 A36

GALV. 8.2TOTAL WEIGHT

1003-A3

EPRC

ANGLE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

GALV.

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

RD

OTHER APPROVED METHOD.

3.) ALL SHIPPING MARKS TO BE SCRIBBED, METAL TAG OR

ADDITION TO STRENGTH WELDS AS SHOWN ON DETAILS.

2.) ALL SHOP WELDED CONNECTIONS TO BE SEAL WELDED IN

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

1.) ALL MATERIAL THIS SHEET TO BE HOT DIPPED GALVANIZED

SHOP NOTES:

3 9 1'-3 1'-9 1'-11

L3X2X14 x 2'-0

(1) - 716Ø

LIFTING HOLE

1003-A3 SOUTH x 1

(4) - 916Ø

ONE - ANGLE REQ'D Mk. 1003-A4

REF E DWG:

S201

E1003-1

ELEVATIONGRID LOCATION

2.2-3/A 1240'-3"3/16 /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

3 2 1/21/2Ø HILTI_KB-TZ2 BOLT

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1003-A4 1 ANGLE

1003-A4 1 L3X2X1/4

6.7

6.71'-7 3/4 A36

GALV. 6.7TOTAL WEIGHT

1003-A4

EPRC

ANGLE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

GALV.

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

RD

OTHER APPROVED METHOD.

3.) ALL SHIPPING MARKS TO BE SCRIBBED, METAL TAG OR

ADDITION TO STRENGTH WELDS AS SHOWN ON DETAILS.

2.) ALL SHOP WELDED CONNECTIONS TO BE SEAL WELDED IN

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

1.) ALL MATERIAL THIS SHEET TO BE HOT DIPPED GALVANIZED

SHOP NOTES:

4 2

378 978 1'-378 1'-634

L3X2X14 x 1'-734

(3) - 916Ø 1003-A4 EAST x 1

(1) - 716Ø

LIFTING HOLE

ONE - GRATING REQ'D Mk. 1003-GR1

REF E DWG:

S201

E1003-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1240'-3"15/16 /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1003-GR1 1 GRATING

1003-GR1 1 BUYOUT

11.5

11.51'-11 1/2 GRTS_3/4

GALV. 11.5TOTAL WEIGHT

1003-GR1

EPRC

GRATING

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

GALV.

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

CORRECT AS SHOWN.

AND FINISH ARE

GRATING THICKNESS

PLEASE VERIFY

(4) BEARING BARS ARE CUT.

6.) ALL INTERIOR CUT OPENINGS SHALL BE BANDED IF MORE THAN

IN PRE-DRILLED HOLES.

WITH 14" x 2" CAD PLATED HEX HEAD SELF-TAPPING SCREW

5.) SADDLE CLIPS SHALL BE ATTACHED TO THE SUPPORT

WITH SADDLE CLIPS @ 24" MAX. INTERVALS.

4.) GRATING SHALL BE FASTENED TO SUPPORT MEMBERS

3.) GALVANIZED STEEL SERRATED BAR, (19-W-4), 34"x316" B.B.

2.) ALL DIMS ARE FINISHED DIMS.

1.) BAND ALL EDGES W/ BAR 34"x14".

GRATING NOTES:

W19-4 (34X316) X 36 x 1'-1112

SPAN

4E L

6 19-W-4 3/4" x 3/16"

IS STRUCTURALLY

ACCEPTABLE

Blank Page

Date: 12/12/2024

Transmittal #: 10001

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 3001 Elevator Framing - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Amy MayoTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 12/30/2024

Drawing Number Rev Description Date Detailed / Revised

3001-B9 - 3001-B11 A Elevator Framing 12/4/2024

3001-B17 A Elevator Framing 12/4/2024

3001-P1 - 3001-P3 A Elevator Framing 12/4/2024

E3001-0 A 3-D View of Elevator 12/4/2024

E3001-1 A Elevator Framing Plan 12/4/2024

E3001-2 A Elevator Sections A & B 12/4/2024

E3001-3 A Elevator Sections C 12/4/2024

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:3

:3 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

WEIGHT = 10955 LBS.

PROJECT FINISH NOTES:

REF. DWG. S201, S202

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3001-0

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

3D-VIEW OF ELEVATOR

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

3D VIEW

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

3001-B10

HSS12X4X12

3001-B10

HSS12X4X12

3001-B17

HSS12X4X12

3001-B17

HSS12X4X12

3001-B9 W8X28

3001-B9 W8X28

3001-B11

HSS12X4X12

3001-B11

HSS12X4X12

2- 3001-P3

PL516X4

2- 3001-P3

PL516X4

2- 3001-P3

PL516X4

2- 3001-P3

PL516X4

2- 3001-P3

PL516X4

2- 3001-P3

PL516X4

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201, S202

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3001-1

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

ELEVATOR FRAMING PLAN

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

ELEVATOR FRAMING PLAN

REF:. S201, S202

A

B

32.2

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

1'-0 4'-1014

5'-1014 4'-1014 4'-1112 4'-1112 9'-412

30'-0

EMBED EMBED EMBED EMBED

EMBEDEMBEDEMBEDEMBED

PLEASE VERIFY

APPROVER:

3001-P3

PL516X4

3001-P3

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P3

PL516X4

3001-P3

PL516X4

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

-B

W

X

T .O

.S

-B

H S

S X

X

T .O

-B

H S

S X

X

T .O

-B

W

X

T .O

C E3001-3

C

E3001-3

B E3001-2

B

E3001-2

C E3001-3

C

E3001-3

B E3001-2

B

E3001-2

A E3001-2

A E3001-2

ELEVATOR SUPPLIER TO

CONFIRM LOCATIONS OF

HOIST BEAMS AND

DIVIDER BEAMS

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201, S202

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3001-2

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

ELEVATOR SECTIONS

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

B - B E3001-1

A - A E3001-1

AB

1270'-8"

1258'-1"1/4

1248'-0"

2.2

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

E L

6 10'-0 6

11'-0

SUPPLIER

BY PRECAST

EMBED PLATE

SUPPLIER

BY PRECAST

EMBED PLATE

3001-P2

PL516X3

3001-P1

PL516X4

3001-P2

PL516X3

3001-P1

PL516X4

3001-B9 W8X28

30'-0

5'-1014 9'-934 14'-4

10'-812 9'-11 9'-412

10'-812 9'-11 9'-412

10'-812 9'-11 9'-412

E L

E L

E L

E L

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

3001-B10

HSS12X4X12

3001-B10

HSS12X4X12

3001-B17

HSS12X4X12

3001-B17

HSS12X4X12

3001-B11

HSS12X4X12

3001-B11

HSS12X4X12

3001-B9 W8X28

3001-B9 W8X28

ENSURE SHEAR PLATE

HAS BEEN DESIGNED

FOR DOWNWARD LOAD

OF 16K

ELEVATOR SUPPLIER

TO CONFIRM

ELEVATOR SUPPLIER

TO CONFIRM

ELEVATOR SUPPLIER

TO CONFIRM

CONFIRMED

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201, S202

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3001-3

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

ELEVATOR SECTIONS

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

C - C E3001-1

B A

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

6 9'-0 1'-6

E L

E L

E L

11'-0

SUPPLIER

BY PRECAST

EMBED PLATE

SUPPLIER

BY PRECAST

EMBED PLATE

SUPPLIER

BY PRECAST

EMBED PLATE

SUPPLIER

BY PRECAST

EMBED PLATE

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PRECAST BEAM

PRECAST BEAM

2- 3001-P3

PL516X4 (N/S)

EMBED EMBED

3001-P3

PL516X4 (B/S)

3001-P3

PL516X4 (B/S)

3001-B10

HSS12X4X12

3001-B17

HSS12X4X12

3001-B11

HSS12X4X12

CONFIRMED

2 - BEAMS REQ'D Mk. 3001-B9

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1272'-10" /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-B9 2 BEAM

3001-B9 2 W8X28

278.4

556.89'-11 A992

SC 556.8TOTAL WEIGHT

3001-B9

EPRC

BEAM

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

RD

E L

W8X28 x 9'-11

9'-912

(2) - 1316Ø (2) - 1316Ø

3001-B9 SOUTH x 2

2 - BEAMS REQ'D Mk. 3001-B10

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1248'-2" /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-B10 2 BEAM

3001-B10 2 HSS12X4X1/2

455.6

911.29'-11 A500-GR.C

SC 911.2TOTAL WEIGHT

3001-B10

EPRC

BEAM

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

NO PAINT

N/S & F/SALL AROUND

NO PAINT 42

4E L

HSS12X4X12 x 9'-11

3001-B10 SOUTH x 2

2 - BEAMS REQ'D Mk. 3001-B11

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1271'-0" /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-B11 2 BEAM

3001-B11 2 HSS12X4X1/2

409.7

819.38'-11 A500-GR.C

SC 819.3TOTAL WEIGHT

3001-B11

EPRC

BEAM

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

ALL AROUND

NO PAINT NO PAINT

N/S & F/S

2 4

HSS12X4X12 x 8'-11

E L

3001-B11 SOUTH x 2

2 - BEAMS REQ'D Mk. 3001-B17

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/B-A 1259'-9" /1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-B17 2 BEAM

3001-B17 2 HSS12X4X1/2

409.7

819.38'-11 A500-GR.C

SC 819.3TOTAL WEIGHT

3001-B17

EPRC

BEAM

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

ALL AROUND

NO PAINT NO PAINT

N/S & F/S

2 4

HSS12X4X12 x 8'-11

E L

3001-B17 SOUTH x 2

4 - PLATES REQ'D Mk. 3001-P1

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/A 1272'-9"

2.2-3/B 1272'-9"

/1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

8 2 1/43/4Ø A325N BOLT

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-P1 4 PLATE

3001-P1 4 PL5/16X4

2.1

8.50'-6 A36

SC 8.5TOTAL WEIGHT

3001-P1

EPRC

PLATE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

A L L A

R O

U N

D

N O

P A

IN

T

6PL516X4 x

112 3 112

2 - (1316 x 1 78) SLOTS

3001-P1

4 - PLATES REQ'D Mk. 3001-P2

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/A 1272'-9"

2.2-3/B 1272'-9"

/1

/2

:1

:4 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-P2 4 PLATE

3001-P2 4 PL5/16X3

1.6

6.40'-6 A36

SC 6.4TOTAL WEIGHT

3001-P2

EPRC

PLATE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

6PL516X3 x

112 3 112

(2) - 1316Ø

3001-P2

12 - PLATES REQ'D Mk. 3001-P3

REF E DWG:

S201, S202

E3001-1

ELEVATIONGRID LOCATION

2.2-3/A 1247'-11"

2.2-3/B-A 1259'-6"

2.2-3/B-A 1270'-9"

/1

/2

:1

:5 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

3001-P3 12 PLATE

3001-P3 12 PL5/16X4

2.1

25.50'-6 A36

SC 25.5TOTAL WEIGHT

3001-P3

EPRC

PLATE

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

A L L A

R O

U N

D

N O

P A

IN

T

3001-P3

Date: 12/12/2024

Transmittal #: 10002

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 3002 Elevator Ladder - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Amy MayoTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 12/30/2024

Drawing Number Rev Description Date Detailed / Revised

3002-L1 A Elevator Ladder 12/4/2024

E3002-0 A 3-D View of Ladder 12/4/2024

E3002-1 A Ladder Framing Plan 12/4/2024

E3002-2 A Ladder Sections 12/4/2024

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC

By:Copy To: Document Control

Dani Goeser

STRUCTURAL REVIEW OF LOADS IMPOSED

ON PRIMARY STRUCTURE ONLY

on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

WEIGHT = 152 LBS.

PROJECT FINISH NOTES:

REF. DWG. AE701

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3002-0

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

3D-VIEW OF LADDER

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

3D VIEW

B

A

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

ROD34

ROD34

ROD34

F B

X

ROD34

ROD34

ROD34

ROD34

ROD34

ROD34

-L

F

B

X

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. AE701

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3002-1

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

LADDER FRAMING PLAN

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

LADDER FRAMING PLAN

REF:. AE701

A

B

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

PLEASE VERIFY

APPROVER:

(1) 12 X 4 HILTI_KH-EZ

(1) 12 X 4 HILTI_KH-EZ

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

A

E3002-2

A

E3002-2

3002-L1

FB38X2

ARCH APPROVER:

NO OBJECTIONS

ARCH APPROVER:

NO OBJECTIONS

ARCH APPROVER:

NO OBJECTIONS

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:1

:0 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. AE701

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

E3002-2

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

LADDER SECTIONS

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

10/25/24 12/04/24

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

A - A E3002-1

B

1248'-0"

T Y

P

CLEANING = SSPC-SP2

FINISH = SHOP COAT

ELEVATOR:

E L

E L

1'-6 1'-9

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

PLEASE VERIFY

APPROVER:

ROD34

ROD34

ROD34

ROD34

ROD34

ROD34

ROD34

ROD34

ROD34

-L

F

B

X

F B

X

FIRST FLOOR

1248'-2"

ARCH:

T/SLAB AT

ELEV PIT

1242'-5"

4'-0"

5'-9"

1252'-2"

T/SLAB = 1242.42' ELEVATOR PIT

COORDINATE WITH

ARCH DRAWINGS

AND ELEVATOR

SUPPLIER

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

REF DWG/SPEC:

REF E DWG:

AE701

E3002-1

QTY. FIELD BOLTS LENGTH

6 41/2Ø HILTI_KH-EZ BOLT

ELEVATIONGRID LOCATION

3/B-A 1252'-0"

3002-L1

EPRC

LADDER

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/04/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

SC

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

ONE - LADDER REQ'D Mk. 3002-L1

/1

/2

:1

:5 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

BILL OF MATERIAL

FINISH

CODE(LB)

3002-L1 1 LADDER

Bend3002-L1 1 FB3/8X2

100.0

33.213'-0 A36

SC

Bend3bpl1-3002 FB1/4X3 0'-11 3/4 7.5 A36

Bend3bpl2-3002 FB1/4X3 0'-11 3/4 7.5 A36

Bend1p2-3002 FB3/8X2 13'-0 33.2 A36

3t2-3002 ROD3/4 1'-6 3/8 6.2 A36

6t1-3002 ALGRIP RUNG 3/4" 1'-6 3/8 12.4 A36

100.0TOTAL WEIGHT

DETAIL - 1

RD 1'-0 9'-0 12'-812

1'-0 8'-0 3'-812 312

F B

X x

9@1'-0=9'-0 4'-0

13'-0FB38X2 x

(1) - 916Ø (1) - 916Ø bpl1-3002 bpl2-3002

(1) - 916Ø

(1) - 916Ø bpl2-3002 bpl1-3002 bpl2-3002 bpl1-3002 t2 -3 t2 -3 t2 -3

(1) - 916Ø (1) - 916Ø

(C L R

W

ID

T

H t1 -3 t1 -3 t1 -3 t1 -3 t1 -3 t1 -3

DET. 1

p2-3002

3002-L1

8@1'-0=8'-01'-0 4'-0

TYP.

Ø bpl2-3002 b p l1

-3 bpl2-3002 b p l1

-3 bpl2-3002 b p l1

-3 t2-3002t2-3002t2-3002

(TYP.)

p2-3002 t1-3002t1-3002t1-3002t1-3002t1-3002t1-3002

3002-L1

TACK

WELD

p2-3002 t1-3002

ADJUST DIMENSIONS PER SHEET E3002-2

Date: 12/12/2024

Transmittal #: 10003

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 6001 Bollards - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Amy MayoTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 12/30/2024

Drawing Number Rev Description Date Detailed / Revised

6001-M1 A Bollard 12/4/2024

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC

34 - BOLLARDS REQ'D Mk. 6001-M1

REF E DWG:

S101, S102

N/A

ELEVATIONGRID LOCATION

2.2-3/C 1262'-7"

2.2/C 1262'-7"

4-5/C 1250'-5"3/16

4-5/C 1250'-9"1/8

5.2-5.5/C 1249'-10"9/16

5.5-6/C 1249'-7"3/16

6-6.5/C 1248'-11"7/16

6-6.5/E-D 1249'-4"15/16

6.5-7/C 1248'-1"5/16

6.5/C 1248'-6"3/8

7-7.5/C 1247'-2"

7.5-8/C 1246'-3"13/16

7.5/C 1246'-8"7/8

8-8.8/F 1249'-4"15/16

8-8.8/G-F 1249'-4"15/16

/1

/2

:1

:5 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 12/04/2024 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

6001-M1 34 BOLLARD

6001-M1 34 HSS6.625X0.250

92.9

3158.85'-10 A500-GR.C

G/P 3158.8TOTAL WEIGHT

6001-M1

EPRC

BOLLARD

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

10/28/24 12/03/24

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

G/P

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

INSIDE CONCRETE

DOUBLE TEE PER DRAWING AP102.

INSTALLED ON TOP OF A PRE-CAST

THE (3) BOLLARDS THAT SHOULD BE

PRE-CAST INVERTED T-BEAM, AND

SHOULD BE INSTALLED ON TOP OF A

INCLUDING THE (5) BOLLARDS THAT

CORRECT FOR ALL THE BOLLARDS,

PLEASE VERIFY BOLLARD LENGTH IS

ADDED AS WELL.

CONFIRM IF THOSE SHOULD BE

DRAWING AE101. PLEASE

ADDITIONAL BOLLARS ON

SHOWN. WE HAVE FOUND (2)

QUANTITY IS CORRECT AS

PLEASE VERIFY THAT BOLLARD

OTHER APPROVED METHOD.

3.) ALL SHIPPING MARKS TO BE SCRIBBED, METAL TAG OR

ADDITION TO STRENGTH WELDS AS SHOWN ON DETAILS.

2.) ALL SHOP WELDED CONNECTIONS TO BE SEAL WELDED IN

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

1.) ALL MATERIAL THIS SHEET TO BE HOT DIPPED GALVANIZED

GALVANIZING NOTES:

3'-0

5'-10HSS6.625X0.250 x

6001-M1 WEST x 34

8/S311 SHOWS BOLLARDS ON

PRECAST, SEE 6/S303 THRU

9/S303 FOR ACCEPTABLE

BOLLARD DETAILS

EXACT BOLLARD

LOCATIONS PER PARKING

ARCHITECTURE DRAWINGS

(AE SERIES)

Date: 1/14/2025

Transmittal #: 10006

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 1002 Embeds - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Amy MayoTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 1/24/2025

Drawing Number Rev Description Date Detailed / Revised

1002-EM1 - 1002-EM3 A Embeds 1/8/2025

EM1002-1, EM1002-2 A Embeds 1/8/2025

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:0

:1 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201, S203

ESDA 01/08/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

EM1002-1

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

EMBED LAYOUT

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

11/28/24 01/07/25

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

WEST STAIR TOWER CANOPY EMBEDS

REF:. S201

ELEVATOR PIT EMBEDS

REF:. S201

NORTHWEST CANOPY EMBEDS

REF:. S203

B.6

1.61

A

B

B.6

8765.254

TYP. TYP.

CLEANING = SSPC-SP2

FINISH = NO PAINT

EMBEDS:

14'-10 7'-8 7'-2

22'-6

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

A

EM1002-2

A

EM1002-2

1002-EM1

PL12X5 X 7

T.O. EM. 1248'-31116

1002-EM1

PL12X5 X 7

T.O. EM. 1248'-111516

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

5 5

9'-11 9'-412

DET. 1

EM1002-2

H S

S

X

X

B E

A M

H S

S

X

X

B E

A M

DET. 2

EM1002-2DET. 2

EM1002-2

DET. 1

EM1002-2

1002-EM2

PL12X10 X 14

T.O. EM. 1248'-2

1002-EM2

PL12X10 X 14

T.O. EM. 1248'-2

1002-EM3

PL12X10 X 14

T.O. EM. 1248'-2

1002-EM3

PL12X10 X 14

T.O. EM. 1248'-2

312 312

18'-0 18'-0 18'-0 18'-0 18'-0 18'-0 18'-0 18'-0

36'-0 10'-0 36'-0 36'-0 36'-0

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

H

SS4X

4X 5 16

C O

LU

M

N

DET. 3

EM1002-2

DET. 3

EM1002-2 DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

DET. 3

EM1002-2

T Y

P

T Y

P

TYP. TYP.

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-61002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

PROVIDE EMBED PL1/2 x 9 x

1'-6" PER 14/S311, TYP AT

ELEVATOR RAIL SUPPORT

AT PRECAST WALL

PROVIDE EMBED PL1/2 x 9 x

1'-6" PER 14/S311, TYP AT

ELEVATOR RAIL SUPPORT

AT PRECAST WALL

ELEVATOR SUPPLIER

TO CONFIRM

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/1

/2

:0

:1 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

R

C

REF. DWG. S201, S203

ESDA 01/08/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

EM1002-2

EPRC

Pkg Garage 2 - Dept. of Veterans Affairs

EMBED SECTIONS

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

11/28/24 01/07/25

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

DETAIL - 2

EM1002-1

DETAIL - 1

EM1002-1

A - A

AA - AA

DETAIL - 3

EM1002-1

AB - AB

1A - 1A 2A - 2A

3A - 3A

B

A

1.61 B.6

B.6

B.6

CLEANING = SSPC-SP2

FINISH = NO PAINT

EMBEDS:

BEAM

HSS12X4X12

STUD_12-DIA

(B/S)

1002-EM2

PL12X10 X 14

2A2A

STUD_12-DIA

(B/S)

1002-EM3

PL12X10 X 141A 1A

BEAM

HSS12X4X12

PLATE

PL516X4 X 6

PLATE

PL516X4 X 6

212 212

212 212

312 312

1'-0

3'-6

312 312

312 312

14'-10 7'-8 7'-2

22'-6

E L

E L

E L

E L

E L

2.62°9

ABAB

2- STUD_34-DIA

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

2- STUD_34-DIA

1002-EM1

PL12X5 X 7

T.O. EM. 1248'-111516

2- STUD_34-DIA

1002-EM1

PL12X5 X 7

T.O. EM. 1248'-31116

AAAA

AA

AA

COLUMN

HSS4X4X516

COLUMN

HSS4X4X516COLUMN

HSS4X4X516

2- STUD_34-DIA

(F/S)

C O

LU

M

N

H

SS4X

4X 5 16

1002-EM1

PL12X5 X 7

312 312

212 212

C O

LU

M

N

H

SS4X

4X 5 16

2- STUD_34-DIA

(F/S)

1002-EM1

PL12X5 X 7

3A 3A

212 212

312 312

C O

LU

M

N

H

SS4X

4X 5 16

2- STUD_34-DIA

(F/S)

1002-EM1

PL12X5 X 7

E L

5 5

3 3

PLATE

PL516X4 X 6

PLATE

PL516X4 X 6

BEAM

HSS12X4X12

4- STUD_12-DIA

(F/S)

EMBED

PL12X10

5 5

3 3

E L

BEAM

HSS12X4X12

EMBED

PL12X10

4- STUD_12-DIA

(F/S)

E L

COLUMN

HSS4X4X516

2- STUD_34-DIA

1002-EM1

PL12X5 X 7

T.O. EM. 1251'-6

13 - EMBEDS REQ'D Mk. 1002-EM1

REF E DWG:

S201, S203

EM1002-1

ELEVATIONGRID LOCATION

1-1.6/B.6 1248'-11"15/16

1.6-2/B.6 1251'-6"

1/B.6 1248'-3"11/16

4-5/B.6 1251'-6"

4/B.6 1251'-6"

5.2/B.6 1251'-6"

5.5/B.6 1251'-6"

5/B.6 1251'-6"

6.5/B.6 1251'-6"

6/B.6 1251'-6"

7.5/B.6 1251'-6"

7/B.6 1251'-6"

8/B.6 1251'-6"

/1

/2

:0

:1 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 01/08/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1002-EM1 13 EMBED

1002-EM1 13 PL1/2X5

8.6

64.50'-7 A572-GR.50

NP

26m3-1002 STUD_3/4-DIA 1'-0 46.8 A108

111.3TOTAL WEIGHT

1002-EM1

EPRC

EMBED

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

11/28/24 01/07/25

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

NP

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

PL12X5 x 7

12 6 12

(4) - 716Ø

NAILER HOLE

1002-EM1

1 5 1

STUD GUN

2- m3-1002

2 - EMBEDS REQ'D Mk. 1002-EM2

REF E DWG:

S201, S203

EM1002-1

ELEVATIONGRID LOCATION

2.2-3/B 1248'-2" /1

/2

:0

:1 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 01/08/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1002-EM2 2 EMBED

1002-EM2 2 PL1/2X10

20.9

39.71'-2 A572-GR.50

NP

8m1-1002 STUD_1/2-DIA 0'-4 2.0 A108

41.7TOTAL WEIGHT

1002-EM2

EPRC

EMBED

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

11/28/24 01/07/25

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

NP

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

2 6 2

P L

X x

-E

M

(4) - 716Ø

NAILER HOLE

12 4

2- m1-1002 (B/S)

2 - EMBEDS REQ'D Mk. 1002-EM3

REF E DWG:

S201, S203

EM1002-1

ELEVATIONGRID LOCATION

2.2-3/A 1248'-2" /1

/2

:0

:1 a m

E

X A

C T

D E

T A

IL

IN

G L

T D

R C

QTY. FIELD BOLTS LENGTH

ESDA 01/08/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

BILL OF MATERIAL

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE(LB) (LB)

SHIP

MARK

PIECE

MARK

QTY DESCRIPTION

LENGTH

FT.- IN.

WEIGHT

GRADE REMARKS

FINISH

CODE

1002-EM3 2 EMBED

1002-EM3 2 PL1/2X10

20.9

39.71'-2 A572-GR.50

NP

8m1-1002 STUD_1/2-DIA 0'-4 2.0 A108

41.7TOTAL WEIGHT

1002-EM3

EPRC

EMBED

JOB NUMBER:

SHEET NO.

CHK'D BY: DATE:DATE:DRAWN BY:

TITLE:

HOLE DIA UN: WELD ELECTRODE:

CLEANING CODE:

11/28/24 01/07/25

E70XX

SSPC-SP2

16 DIA.

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

FINISH U.O.N.

NP

Pkg Garage 2 - Dept. of Veterans Affairs

PROJECT:

921 NE 13th ST. OKLAHOMA CITY, OK.

APOGEE CONSULTING

ENGINEER:

ARCHITECT:

CUSTOMER:

2 6 2

P L

X x

-E

M

(4) - 716Ø

NAILER HOLE

4 12

2- m1-1002 (B/S)

Date: 2/3/2025

Transmittal #: 10010

Job #: 2168

VA OKC Health Care System Parking Garage 2

3023 Hwy 290 W

Dripping Springs, TX 78620

Phone: (512) 858-9100

Fax: (512) 858-9108

2168 - 5002 Ramp Rails - Approval Package

Advon Corp

1300 Timerlane Rd.

Attention: Daniel SmithTo:

Sent Via: E-mail

We are sending you enclosed, the following:

Erection Drawings

Shop Drawings

TO BE RETURNED BY: 2/24/2025

Drawing Number Rev Description Date Detailed / Revised

5002-HR1 - 5002-HR10 A Ramp Rails 1/30/2025

E5002-0 A 3D View Accessible Ramp 1/30/2025

E5002-1 A Accessible Ramp Layout Plan 1/30/2025

This material is being transmitted for the purpose listed below:

For Approval

To maintain your project schedule, your approved drawings must be returned to Patriot Erectors no later than the “TO BE RETURNED BY:” date noted above. Our standard fabrication lead time is six weeks and any delay in returning the approval drawings might affect your job’s schedule.

Remarks: Due to the increased volatility of commodity prices, any delay of the return of your approval documents could result in a repricing of material.

If enclosures are not as noted, please notify at once.

Patriot Erectors LLC

By:Copy To: Document Control

Bailey Laux

STRUCTURAL REVIEW OF LOADS IMPOSED

ON PRIMARY STRUCTURE ONLY

ACCESSIBLE RAMP 3D VIEW

Indicate the Type of

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/3

/2

:0

:4 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

A

N A

REF. DWG. AE101, AE401***

ESDA 01/30/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

E5002-0

EPANA

Pkg Garage 2 - Dept. of Veterans Affairs

3D-VIEW OF ACCESSIBLE RAMP

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

01/27/25 01/29/25

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

5002-HR1

HSS1.660X0.125

5002-HR3

HSS1.660X0.125

5002-HR5

HSS1.660X0.125

5002-HR7

HSS1.660X0.125

5002-HR6

HSS1.660X0.125

5002-HR4

HSS1.660X0.125

5002-HR2

HSS1.660X0.125

5002-HR10

HSS1.660X0.125

5002-HR8

HSS1.660X0.125

5002-HR9

HSS1.660X0.125

ACCESSIBLE RAMP PLAN

A - A

B - B

B.6

C

3.132.221.61

1248'-0"

1244'-0"

3.132.221.61

1248'-0"

B.6C PROJECT FINISH NOTES:

Indicate the Type of

Bolted Connections on this Plan Sheet

SNUG TIGHT (ST)

PRETENSIONED (PT)

SLIP CRITICAL (SC)

N/A (NO BOLTING)

/3

/2

:0

:4 a m

E X

A C

T D

E T

A

IL

IN

G

L T

D

A

N A

REF. DWG. AE101, AE401***

ESDA 01/30/2025 For Approval - NOT for Construction

REVISIONBYDATENO.

E5002-1

EPANA

Pkg Garage 2 - Dept. of Veterans Affairs

ACCESSIBLE RAMP LAYOUT PLAN

JOB NUMBER:

SHEET NO.

CUSTOMER:

CHK'D BY: DATE:DATE:DRAWN BY:

PROJECT:

TITLE:

HOLE DIA UN: FINISH: WELD ELECTRODE:

CLEANING CODE:

01/27/25 01/29/25

E70XX

SSPC-SP2

16 DIA. AS NOTED

A

ERECTORS, LLC.

3023 HWY 290 WEST, DRIPPING SPRINGS, TX 78620

PATRIOT

PHONE: (512) 858-9100 | FAX: (512) 858-9108

ENGINEER:

ARCHITECT:

APOGEE CONSULTING

921 NE 13th ST. OKLAHOMA CITY, OK.

2'-03'-6

14'-6

75'-4

22'-6 15'-6 6'-0 30'-0 1'-4

40'-07'-011640'-0

A

SIM.

A

RAMP DOWN

1:201:20

RAMP DOWN

B

B

A A

5002-HR9

HSS1.660X0.125

5002-HR5

HSS1.660X0.125

5002-HR3

HSS1.660X0.125 5002-HR7

HSS1.660X0.125

5002-HR1

HSS1.660X0.125

5002-HR10

HSS1.660X0.125

5002-HR6

HSS1.660X0.125

5002-HR4

HSS1.660X0.125

5002-HR8

HSS1.660X0.125

5002-HR2

HSS1.660X0.125

3'-6116 7'-0

6 1'-0

.4

92.86°

250.00

22'-6 15'-6 6'-0 30'-0 1'-4 15'-2

.5

02.88°

250.00

2'-0

THE GAP BETWEEN THE HANDRAILS

APPROVER PLS VERIFY

5002-HR4

HSS1.660X0.125

5002-HR10

HSS1.660X0.125

5002-HR6

HSS1.660X0.125

5002-HR8

HSS1.660X0.125

5002-HR2

HSS1.660X0.125

WALL BRACKET

WAGNER 1251R

ATTACHED TO CONC

W/ 3/8 DIA X 3 SCREW

ANCHOR - TYP

1.)…