635-418 Addendum 03 SPECS.pdf

ADDENDUM

PROJECT NUMBER 635-418 (2115)

PROJECT NAME Replace Friendship House

ADDENDUM NUMBER 03

DATE September 8, 2025

SUBJECT RFI’s 17, 18 & 25

A | 312 SW 25th St. Oklahoma City, OK 73109 P | 405.842.6100 E | howdy@spur-design.com W | spur-design.com

THE FOLLOWING MODIFICATIONS, ADDITIONS, AND DELETIONS ARE HEREBY MADE A PART OF THE CONTRACT DOCUMENTS.

SEAL:

GENERAL:

Addendum 03 to clarify Pre-Bid RFIs 17, 18, and 25.

RFI 17: Provide structural details / cuts of the 4 rectangular shapes on the south end of the building.

RFI 18: Provide details of the 4 squares.

RFI 25: Are gates High Security or ornamental?

Refer to drawings AS003 and AS004 for revisions and clarifications of the planter beds referenced and RFI questions 17 and 18. Refer to Specification section 32 31 40 for clarification to RFI 25.

PROJECT MANUAL:

Architectural

1. 32 31 40 High Security Fences and Gates

Item 1: Replace section in its entirety.

Item 2: 1.5 Quality Assurance, B. Installer Qualifications; revised.

Item 3: 2.1 System Performance, A, B, & C revised.

Item 4: 2.2 Materials, A, and B revised.

Item 5: 2.3 Fabrication, A, B, C, and D revised.

Item 6: 2.4 High Security Fence; removed.

A | 312 SW 25th St. Oklahoma City, OK 73109 P | 405.842.6100 E | howdy@spur-design.com W | spur-design.com

Item 7: 2. Fabrication; revised.

Item 8: 3.1 Preparation; Items C, D, E, F, G, and H added.

Item 9: 3.2 Installation General, A., revised.

Item 10: 3.3 Installation Maintenance, A; revised.

Item 11: 3.5 Protection, C, revised.

DRAWINGS:

Architectural

1. AS003 Site Details

Item 1: Replace section in its entirety.

Item 2: Detail 3 South Entry Plan; planters (4) revised.

Item 3: Keynote 3.18 added.

Item 4: Keynote Legend; 4.29 added to sheet.

2. AS004 Site Details

Item 1: Replace section in its entirety.

Item 2: Detail 10 Planter – Section Detail (TYP) added.

Item 2: Detail 11 Cast-In Place Concrete Wall added.

TOTAL: 9 Sheets (8 1/2 x 11); 2 Sheets (30x42)

END OF ADDENDUM NO. 03

VA 635-418 Replace Friendship House

OKCVAMC – Oklahoma City, OK

100% Construction Documents – Addendum 01

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32 31 40 - 1

HIGH SECURITY FENCES AND GATES

SECTION 32 31 40

HIGH SECURITY FENCES AND GATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. High security fences, gates and accessories.

1.2 RELATED REQUIREMENTS

A. Temporary Construction Fence: Section 01 00 00, GENERAL REQUIREMENTS.

B. Concrete Footings: Section 03 30 00, CAST-IN-PLACE CONCRETE.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. ASTM International (ASTM):

1. A653/A653M-15e1 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc

Alloy-Coated (Galvannealed) by Hot-Dip Process.

2. A924/A924M-14e1 - General Requirements for Steel Sheet, Metallic

Coated by the Hot-dip Process.

3. D2794-93(2010) - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).

4. F2408-16 - Ornamental Fences Employing Galvanized Steel Tubular

Pickets.

5. B117 – Practice for Operating Salt-Spray (Fog) Apparatus.

6. D523 – Test Method for Specular Gloss

7. D714 – Test Method for Evaluating Degree of Blistering in Paint.

8. D1654 - Test Method for Evaluation of Painted or Coated Specimens

Subjected to Corrosive Environments.

9. ASTM D2244 - Test Method for Calculation of Color Differences from

Instrumentally Measured Color Coordinates.

10. ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.

11. ASTM F2656 – Standard Test Method for Vehicle Crash Testing of

Perimeter Barriers.

C. Federal Specification RR-W-410E / Wire Rope and Strand.

D. Master Painters Institute (MPI):

1. No. 18 - Primer, Zinc Rich, Organic.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

3 09/08/2025

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HIGH SECURITY FENCES AND GATES

B. Submittal Drawings:

1. Show size, configuration, and fabrication and installation details.

C. Manufacturer's Literature and Data:

1. Description of each product.

D. Certificates: Certify each product complies with specifications.

1. Fence alignment.

2. Zinc-coating complies with specifications.

3. Structural characteristics comply with indicated and criteria on

Drawings.

4. Connections comply with requirements indicated on Drawings.

E. Qualifications: Substantiate qualifications comply with specifications.

1. Manufacturer with project experience list.

2. Installer with project experience list.

3. Welders and welding procedures.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. Regularly manufactures specified products.

2. Manufactured specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

B. Installer Qualifications: Manufacturer authorized installer.

1. Regularly installs specified products.

2. Installation contractor used for this scope of work must provide documentation from the manufacturer showing completion of core training on manufacturer’s anti-ram barrier systems.

3. Installed specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

C. Welders and Welding Procedures Qualifications: AWS D1.1/D1.1M.

1.6 DELIVERY

A. Deliver products in manufacturer's original sealed packaging.

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

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HIGH SECURITY FENCES AND GATES

1.7 STORAGE AND HANDLING

A. Store products indoor in dry, weathertight facility.

B. Protect products from damage during handling and construction operations.

1.8 FIELD CONDITIONS

A. Field Measurements: Verify field conditions affecting high security fence fabrication and installation. Show field measurements on

Submittal Drawings.

1. Coordinate field measurement and fabrication schedule to avoid delay.

1.9 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

PART 2 - PRODUCTS

2.1 SYSTEM PERFORMANCE

A. System components includes pickets, pales, mesh, fabric, rails, posts, gates and hardware required with following performance requirements:

1. Anti-Ram Basis of Design: Ameristar Stalwart II PU30/P2 Engineered

Cable System.

2. Integrated Steel Fence Panel Basis of Design: Montage Plus

Ornamental Steel, Majestic design, 3” picket spacing, flush bottom rail treatment, 3-Rail style manufactured by Ameristar Perimeter

Security USA Inc., in Tulsa, Oklahoma.

3. Anti-climb Component Basis of Design: Ameristar Invincible curved and barbed pickets.

4. Steel Yield Strength: ASTM A924, minimum 310 MPa (45,000 psi).

5. Impact Resistance: ASTM D2794, over 6.8 Nm (60 in-lb.) when using

0.625 ball forward impact.

6. Engineering analysis shall be based upon ASTM F2656, Impact

Condition Designation PU30, Penetration Rating P2, with capability of stopping a 5,070 lb vehicle traveling at speeds up to 30 mph.

B. Gates: Design to meet same forced entry and anti-climb characteristics as other portions of fence. 3 09/08/2025

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HIGH SECURITY FENCES AND GATES

C. The entire anti-ram barrier system, and all associated panels, gates, accessories, fittings, and fasteners shall be obtained from a single source.

2.2 MATERIALS

A. The fence panel rails shall be steel channel, 1.5” x 1.4375” x 14 Ga.

Picket holes in the rail shall be spaced 4.675” o.c. Material for pickets shall be 3/4” square x 18 Ga. tubing. The cross-sectional shape of the anti-ram rails shall conform to the manufacturer's

Stalwart II rail design a nominal 2” x 2” x 11 Ga. Tamperproof fasteners shall be used to fasten each fence panel to post bracket and rail to post connections. Posts shall conform to the manufacturer's

Stalwart II I-Beam design with a nominal 3” x 2.75” x 12 Ga.

B. The cable material shall be Independent Wire-Rope Core (IWRC) wire rope conforming to Federal Specification RR-W-410E, 6 x 36 Warrington Seale, preformed, right regular lay, medium lubrication, Extra Improved Plow

Steel (EIPS), with a breaking strength of 103,400 pounds (51.7 tons).

Cable diameter shall be 1 inch.

C. Zinc-Coated Steel: ASTM A653, G90 coating designation.

D. Tubular Steel: ASTM F2408.

E. Concrete: As specified in Section 03 30 00, Cast-in-Place Concrete.

2.3 FABRICATION

A. Manufacturer’s rails and posts shall be pre-cut to specified lengths.

Post flange shall be pre-punched to accept rail to post and fence panel to post bracket attachment. Post web shall be punched providing a clear opening for interior of rails to align throughout the entire system for affixing conduit, video cabling, IDS wiring, and other components for a complete systems integration. Manufacturer’s rails shall be attached to I-beam post flange providing a bracket-less design at each intermediate post.

B. Fence panel pickets and rails shall be precut to specified lengths.

Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection by Manufacturer’s proprietary fusion welding process, thus completing the rigid panel assembly.

C. The manufactured galvanized anti-ram framework and fence panels shall be subjected to the PermaCoat® thermal stratification coating process

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HIGH SECURITY FENCES AND GATES

(high-temperature, in-line, multi-stage, multi-layer) including, as a minimum, a six-stage pretreatment/wash, an electrostatic spray application of an epoxy base, and a separate electrostatic spray application of a polyester finish. The base coat shall be a thermosetting epoxy powder coating (gray in color) with a minimum thickness of 2 mils (0.0508mm). The topcoat shall be a “no-mar” TGIC polyester powder coat finish with a minimum thickness of 2 mils

(0.0508mm). The color shall be black. The stratification-coated framework shall be capable of meeting the performance requirements for each quality characteristic shown in Table 1.

D. The manufactured fence panel shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for commercial weight fences under ASTM F2408.

2.4 FINISHES

A. Steel Paint Finish:

1. Powder-Coat Finish: Manufacturer's standard two-coat finish system as follows:

a. One coat primer.

b. One coat thermosetting topcoat.

c. Dry-film Thickness: 0.05 mm (2 mils) minimum.

d. Color: As selected by Architect.

B. Finish exposed surfaces after fabrication.

2.5 ACCESSORIES

A. Accessories: Manufacturer's required accessories for complete installation.

B. Barrier Coating: ASTM D1187/D1187M.

C. Welding Materials: AWS D1.1/D1.1M, type to suit application.

D. Fasteners: Fasteners as recommended by manufacturer.

E. Gate Hardware: Fence manufacturers standard hardware for motorized sliding gates.

F. Gate Hardware: Fence manufacturers standard and access control hardware for manual gates.

G. Galvanizing Repair Paint: MPI No. 18.

H. Touch-Up Paint: Match shop finish.

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HIGH SECURITY FENCES AND GATES

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

B. Protect existing construction and completed work from damage.

C. Indicate the location of barrier line with suitable stakes. Stake intervals shall not exceed 500 ft or line of sight.

D. Indicate all underground utility locations, USC&G benchmarks, property monuments, and other underground structures.

E. Prior to installation, all necessary site clearing and grading shall be performed. An adequate clearance on both sides of the cable barrier line is required.

F. Installation contractor for this scope of work must be capable of bonding projects up to $3 million and must demonstrate such with a letter from a reputable bonding entity with the bid documents.

G. Installation contractor for this scope of work must provide documentation from the product manufacturer indicating they have been trained on installation practices for the anti-ram systems by the product manufacturer, documentation shall be provided with bid documents.

H. Installation contractor for this scope of work must provide documentation with bid indicating that the company currently has in place a minimum $2 million in general liability coverage as well as a minimum $1 million in commercial vehicle insurance, documentation shall be provided with bid documents.

3.2 INSTALLATION - GENERAL

A. The barrier shall be installed per Manufacturer’s Drawings. Fence panels, brackets, cabling, and fasteners shall be installed according to installation instructions and drawings. Posts and bollards shall be installed per product drawings and installation instructions. The

“Earthwork” and “Concrete” sections of this specification shall govern material requirements for the concrete footer unless otherwise specified by the product drawings or installation instructions.

B. Install gate to gate posts spaced as indicated on Drawings. Install required hardware and adjust for smooth operation. 3 09/08/2025

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HIGH SECURITY FENCES AND GATES

3.3 INSTALLATION MAINTENANCE

A. When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. Manufacturer provided spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent overspray. Use of non-manufacturer parts or components will negate the manufactures’ warranty.

3.4 CLEANING

A. Clean exposed high security fence and gate surfaces. Remove contaminants and stains.

3.5 PROTECTION

A. Protect high security fences and gates from traffic and construction operations.

B. Remove protective materials immediately before acceptance.

C. Repair damage.

Table 1 – Coating Performance Requirements

Quality

Characteristics

ASTM Test Method Performance Requirements

Adhesion D3359 – Method B Adhesion (Retention of Coating) over 90% of test area (Tape and knife test).

Corrosion

Resistance

B117, D714 & D1654 Corrosion Resistance over 3,500 hours

(Scribed per D1654; failure mode is accumulation of 1/8” coating loss from scribe or medium #8 blisters).

Impact Resistance D2794 Impact Resistance over 60 inch lb. (Forward impact using 0.625” ball).

Weathering

Resistance

D2244, D523 (60˚

Method)

Weathering Resistance over 1,000 hours

(Failure mode is 60% loss of gloss or color variance of more than 3 delta-E color units).

- - - E N D - - -

DN

DN

DN

AS003

AS003

AS003

9' -0

6'

-1

/2

6' -1

/2

6'

-1

/2

29'-11 5/8"

6'-9 3/4" 8'-0" 8'-0" 7'-1 7/8"

4' -7

AS003

24'-0"

O H

E

G S S

0"

W10

5'-6" 6'-0" 6'-0" 6'-0"

'-4

9'

-8

'-0

2.68

-1'-1 1/2"

ABA ACCESSIBLE RAMP

SLOPE = 1:20 MAX

32.07

2.67

12.23

1'-0 1/2"

1'-0 1/2"

8.94

12.23

AS004

11.12

8" 3'-4" 8" 16'-8" 8" 3'-4" 8"

3.17

26.01

26.01

26.01

8" 3'-4" 8"

5.43

5.43

1'-4" 14'-0" 1'-4"

12.2312.23

FFE=

1205.50

'-1

1"

8"

4' -0

3C

R 11'-0" 8" 3'-4" 8"

11'-0"

5.43

12.22

5' -0

26.15

26.15

26.15

26.15

6"

1'-0 1/2"

5.43

26.16

'-0

AS004

6' -0

T

Y P

8" 4'

-8

8"

4.29

4.29

AS004

4.29

4.29

4.29

4.29

4.29

4.29

4.29

3.18

3.18

3.18

3.18

4.29

5.29

AS003

3.04

4.22

10.38

5.39

1' -0

8'

-9

/2

4' -9

/2

10.48

7' -0

26.03

1' -0

M4

M2

M3

10.50

10.50

10.50

5.40

1'-6"

0"-1'-1 1/2"

AS003

2 TREADS @ 12" = 2'-0"

E Q

E Q

9' -8

5.46

5.46

26.12

26.12

-1'-1 1/2" 0"

AS003

2 TREADS @ 12" = 2'-0"4'

-4

AS003

-2'-1 1/2"

2 TREADS @ 12" = 2'-0"

8.94

-1'-1 1/2"

AS003

AS003

10.38

26.03 26.03

BUILDING FOOTPRINT

ARTIFICIAL TURF

RAISED PLANTER BOX

EXISTING SIDEWALK OR CURB TO REMAIN

GRAVEL

SITE PLAN LEGEND

PROPERTY LINEOHE

EXISTING ON-SITE UTILITY, OVERHEAD ELECTRIC OHEG

EXISTING ON-SITE UTILITY, UNDERGROUND GAS LINE GSS

EXISTING ON-SITE UTILITY, UNDERGROUND SANITARY SEWERSS

NEW SIDEWALKS AND CONCRETE PAVED AREA

LANDSCAPING

1'-0" MIN

9.78

DEPTH

TREAD

26.12

1'-0" MIN

DEPTH

TREAD

9.78

1' -1

/2

6"

2' -1

0"

AS003

1/

2" 4"

8' -0

8' -9

/2

5.29

4.31

4.224.25 5.293.04

4.224.25 4.28

4.22

4.25 4.28

4.28

LEVEL 1

0"

4" 4'

-5

1' -2

/2

5' -1

1"

5.29

4.22

3.04

4.28

AS003

3' -7

/2

AS002

LEVEL 1

0"

1' -2

/2

4'

-5

4"

5' -1

1"

5.29

4.22

3.04

3.04

4.28

AS003

AS002

LEVEL 1

0"

MIN

1'-0"

9.78

TYP

DEPTH

TREAD

4' -2

/2

10.38

4.30

4.25

7.01

10.48

4.10

AS003

5.29

1' -2

/2

4.22

10.38

7.01

1'-2 1/2"

4.10

TYP

4"

5.29

5.42

4.17 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH COA REG. NO. CA02295 EXP. 06/30/2025

INTERIOR COA REG. NO. CT02541 EXP. 06/30/2025

ENGR COA REG. NO. CA7127 EXP. 06/30/2025

CIVIL ENGINEER

MACARTHUR

25 NW 146TH ST.

EDMOND, OK 73013

(405) 848-2471

MEP / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE, #100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVE., STE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

11140 S TOWNE SQ, STE 100

ST. LOUIS, MO 63123

(713) 864-2900

STRUCTURAL ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR.

OKC, OK 73105

(405) 528-4596

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

ACOUSTICAL ENGR

AVANT ACOUSTICS

14827 W. 95TH ST.

LENEXA, KS 66215

(913) 888-9111

GEOTECHNICAL ENGR

TERRACON

4701 N. STILES AVE.

OKC, OK 73105

(405) 525-0453

/8

/2

:1

:3

P

M

SITE DETAILS

BAB 034 OF 118BKM

100% CONSTRUCTION DOCUMENTS

REPLACE FRIENDSHIP

HOUSE

04/12/2024

635-418

OKLAHOMA CITY VAMC

1140 NW 32ND ST, OKC, OK 73104

AS003

NA

SPUR #: 2115

KEYNOTE LEGEND

2.67 EXISTING UTILITY POLE TO REMAIN

2.68 EXISTING MANHOLE COVER TO REMAIN

3.04 PRE-CAST COPING

3.17 CONTROL JOINT

3.18 CAST-IN-PLACE CONCRETE WALL

4.10 GROUT

4.17 MASONRY ANCHORS

4.22 MODULAR BRICK VENEER

4.25 8" X 8" X 16" REINFORCED CMU

4.28 CONTROL JOINT

4.29 SPLIT FACE CMU

4.30 MODULAR BRICK

4.31 MASONRY COLUMN

5.29 STEEL ANTI-RAM / ANTI-CLIMB SLIDING SECURITY FENCING, REF:

SPECIFICATIONS FOR MORE INFORMATION

5.39 POWDER COATED STEEL GUARDRAIL WITH STAINLESS STEEL CABLE RAILING.

TYP. REF: SPECIFICATIONS FOR PAINT, TYP.

5.40 POWDER COATED STEEL HANDRAIL, TYP. REF: SPECIFICATIONS FOR PAINT,

TYP.

5.42 STEEL FLAT MOUNT BRACKET

5.43 PREFINISHED ALUMINUM AWNING SYSTEM ABOVE

5.46 4X4 POST FOR PREFINISHED ALUMINUM AWNING SYSTEM ABOVE,

7.01 SEALANT

8.94 INTEGRATED SECURITY FENCE DOOR

9.78 HEAVY DUTY OUTDOOR ALUMINUM ANTI-SLIP RESILIENT STAIR NOSING

10.38 WEATHERPROOF LOCKABLE MAILBOX & PARCEL DROP BOX WITH REAR

ACCESS, INSTALLED WITHIN COLUMN

10.48 ADDRESS PLAQUE

10.50 SIGNAGE, REF: AE711

11.12 ELECTRIC FLAT-TOP GRIDDLE

12.22 10-COUNT BIKE RACK

12.23 OUTDOOR FURNITURE, REF: FURNITURE PLANS

26.01 LIGHT FIXTURE, AS SCHEDULED, REF: ELECTRICAL DRAWINGS

26.03 WALL RECEPTACLE, REF: ELECTRICAL DRAWINGS

26.12 STEP LIGHT, REF: ELECTRICAL DRAWINGS

26.15 LED BOLLARD, REF: ELECTRICAL

26.16 3" INGROUND TRIMLESS WALLWASH LIGHT FIXTURE, REF: ELECTRICAL

32.07 ANTI-RAM BOLLARD

N

1/4" = 1'-0" 2/ AS001

SOUTH ENTRY PLAN3

1/2" = 1'-0"

WEST GATE ELEVATION12

N

1/2" = 1'-0" 3/ AS003

SOUTH STAIR PLAN 19

N

1/2" = 1'-0" 3/ AS003

SOUTH STAIR PLAN 24

N

1/2" = 1'-0" 3/ AS003

WEST GATE STAIR PLAN17

1/2" = 1'-0"

SOUTH STAIR SECTION 110

1/2" = 1'-0"

SOUTH STAIR SECTION 25

1/2" = 1'-0"

TYPICAL COLUMN ELEVATION13

3/4" = 1'-0"

BRICK COLUMN PLAN DETAIL7

3/4" = 1'-0"

BRICK COLUMN PLAN DETAIL2 3/4" = 1'-0"

BRICK COLUMN PLAN DETAIL1

3/8" = 1'-0" 1/ AS002

BRICK COLUMN ELEVATION8

3/8" = 1'-0" 1/ AS002

BRICK COLUMN ELEVATION6

1/2" = 1'-0" 17/ AS003

WEST GATE STAIR SECTION11

1" = 1'-0" 16/ AS003

MAILBOX SECTION14

N 1" = 1'-0"

MAILBOX PLAN DETAIL16 1 1/2" = 1'-0" 3/ AS002

TYPICAL FENCE TO COLUMN DETAIL15

No. REVISION DESCRIPTION DATE

1 Addendum #1 07/08/25

3 Addendum #3 09/08/25

10'-0"

'-8

10'-0"

32.07

32.07

'-4

'-4

'-8

32.0932.09

8' -0

6'

-0

AS004

SIM

AS004

SIM

TRANSFORMER

ENCLOSURE

E101

TRASH

ENCLOSURE

E102

32.07

32.07

4.25

4.26

4.27

8' -2

V A

R

IE

S

7 5/8"

4.29

4.29

4.29

4.29

AS004

SIM

28'-0"

23.07

26.09

'-0

CHILLER

ENCLOSURE

E100

AS004

AE511

AS004

U0005

22.06

5'-4" 1'-9"3" 6'-5" 2'-11"

16'-8"

3' -5

/2

2'

-6

/2

2.67

3"3'-0"6'-9"6'-5"3"

FV

16'-8"

AS004

AS004

AS004

U0005

C12

7.18

3" 5"

1" 2'

-1 " 2'

-1 0"

6.106 6.105

9.104

9.103

9.107

2' -7

3"

1'-3" 1'-3"

WATERFALL EDGE BEYOND

2' -1

0"

6.101

6.11

6.102

6.103 9.105

9.104

9.103

2'-6"

2' -2

8"

2' -1

0"

3 1/2" 1'-11 1/2" 3"

6.103

6.11

6.102

6.101

6.104

9.104

9.106

9.107

2'-6"

2' -7

3"

2'-2 1/2" 3"

2' -1

0"

22.06

6.103

6.11

6.102

6.101

9.104

9.105

9.107

22.03

22.12

2'-6"

LEVEL 1

0"

4.07

4.20

4.29

LEVEL 1

0"

2' -0

4" M

IN

. C

O V

E R

A G

E

-1'-1 1/2"

LED BOLLARD

PRECAST PARAPET CAP

SPLIT FACE GROUT-FILLED CMU.

DOWEL INTO CONCRETE, TYP.

2 - 4" BLACK LANDSCAPING ROCK

SMOOTH FACE GROUT-FILLED CMU.

DOWEL INTO CONCRETE, TYP.

REF: ELECTRICAL FOR POWER

PREFORMED DRAINAGE WEEP

AT 32" O.C.

LEVEL 1

0"

/2

PRECAST PARAPET CAP

CAST-IN-PLACE REINFORCED

CONCRETE SLAB

CAST-IN-PLACE CONCRETE CURB,

DOWEL INTO CONCRETE

ARTIFICIAL TURF

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH COA REG. NO. CA02295 EXP. 06/30/2025

INTERIOR COA REG. NO. CT02541 EXP. 06/30/2025

ENGR COA REG. NO. CA7127 EXP. 06/30/2025

CIVIL ENGINEER

MACARTHUR

25 NW 146TH ST.

EDMOND, OK 73013

(405) 848-2471

MEP / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE, #100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVE., STE H2

EDMOND, OK 73003

(405) 856-2965

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

11140 S TOWNE SQ, STE 100

ST. LOUIS, MO 63123

(713) 864-2900

STRUCTURAL ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR.

OKC, OK 73105

(405) 528-4596

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

ACOUSTICAL ENGR

AVANT ACOUSTICS

14827 W. 95TH ST.

LENEXA, KS 66215

(913) 888-9111

GEOTECHNICAL ENGR

TERRACON

4701 N. STILES AVE.

OKC, OK 73105

(405) 525-0453

/8

/2

:1

:5

P

M

SITE DETAILS

BAB 035 OF 118BKM

100% CONSTRUCTION DOCUMENTS

REPLACE FRIENDSHIP

HOUSE

04/12/2024

635-418

OKLAHOMA CITY VAMC

1140 NW 32ND ST, OKC, OK 73104

AS004

NA

SPUR #: 2115

N

1/4" = 1'-0" 2/ AS001

TRANSFORMER & TRASH ENCLOSURE1

1 1/2" = 1'-0" 1/ AS004

CMU WALL DETAIL2

N

1/4" = 1'-0" 2/ AS001

EQUIPMENT ENCLOSURE PLAN3

N

1/2" = 1'-0" 3/ AS003

OUTDOOR KITCHEN ENLARGED PLAN53/8" = 1'-0" 5/ AS004

OUTDOOR KITCHEN ELEVATION6

KEYNOTE LEGEND

2.67 EXISTING UTILITY POLE TO REMAIN

4.07 REINFORCED CMU WALL. TOP ROW, THIRD ROW FROM TOP, AND BOTTOM

THREE ROWS TO BE SPLIT FACE, REMAINDER TO BE SMOOTH FACE (TYP. AT

ALL ENCLOSURES). REF: STRUCTURAL DRAWINGS.

4.20 WEEP HOLES AT 32" O.C.

4.25 8" X 8" X 16" REINFORCED CMU

4.26 8" X 8" REINFORCED CMU BOND BEAM

4.27 PRECAST CONCRETE WALL CAP

4.29 SPLIT FACE CMU

6.11 WOOD BLOCKING AS NECESSARY

6.101 MARINE GRADE PLYWOOD CABINET CONSTRUCTION

6.102 PRESSURE TREATED WOOD STUD

6.103 COLOR MATCHED CAULK

6.104 CUTOUT AS NECESSARY FOR DROP-IN GRIDDLE

6.105 CONCEALED HINGES

6.106 HEAVY DUTY PUSH-TO-OPEN HARDWARE

7.18 POLYURETHANE MASONRY SEALANT APPLIED TO BRICK WALL BEHIND

KITCHEN

9.103 ST1, REF: SHEET AF711 FOR FINISH LEGEND AND FINISH SCHEDULES

9.104 ST2, REF: SHEET AF711 FOR FINISH LEGEND AND FINISH SCHEDULES

9.105 MITERED EDGE

9.106 SQUARE EDGE

9.107 MTL1, REF: SHEET AF711 FOR FINISH LEGEND AND FINISH SCHEDULES

22.03 PLUMBING FIXTURE, REF: PLUMBING DRAWINGS

22.06 SINK, AS SCHEDULED, REF: PLUMBING DRAWINGS

22.12 FOR FREEZING AND TEMPERATURE CONTROL, REF: PLUMBING DRAWINGS

23.07 AIR COOLED CHILLER, REF: MECHANICAL

26.09 ELECTRICAL GENERATOR, REF: ELECTRICAL

32.07 ANTI-RAM BOLLARD

32.09 SITE DUMPSTER, 4 YARD

1 1/2" = 1'-0" 6/ AS004

OUTDOOR KITCHEN - COUNTER7

1 1/2" = 1'-0" 6/ AS004

OUTDOOR KITCHEN - GRILL81 1/2" = 1'-0" 6/ AS004

OUTDOOR KITCHEN - SINK9

3/8" = 1'-0" 3/ AS004

EQUIPMENT ENCLOSURE EXTERIOR ELEVATION4

No. REVISION DESCRIPTION DATE

3 Addendum #3 09/08/25

1" = 1'-0" 3/ AS003

PLANTER - SECTION DETAIL, TYP.10

1" = 1'-0" 3/ AS003

CAST-IN-PLACE CONCRETE WALL11