Attch 12 Addendum FTIG ACPs.pdf

FTIG ACPs 28 May 2021

ADDENDUM

Remove Section 23 09 23.02 per RFI 1 response

Remove Section 12 24 13 per RFI 6 response (Horizontal blinds used vice roller shades). Delete issued Sheet 0A-506 and incorporate attached revised Sheet 0A-506 which replaces reference to roller shades with horizontal blinds.

Delete issued Specification Section 34 72 00 and incorporate attached revised Section 34 72 00 which incorporates RFI 7 & 8 responses.

Delete issued Sheets 6T-509 and 6T-603 and incorporate attached revised Sheets 6T-509 and 6T-603 in accordance with the current Access Control Point (ACP) Center of Excellence standards for ACP certification.

Delete issued Sheet 6T-511 and incorporate attached revised Sheet 6T-511 which refers to Drawing 6E- 502 as per RFI 33 response.

STONE WAINSCOT

VENEER

3" CAVITY INSUL, R-19

MIN

AIR SPACE

CONC.

FOUNDATION

SEE STRUCT.

8" BURNISHED

BLOCK CMU

CONC. SIDWALK

WHERE OCCURS, SEE

CIVIL

1/2" EXPANSION JOINT

MATERIAL W/ BACKER ROD

AND SEALANT

CONC. SLAB

SEE STRUCT.

GRANULAR FILL

PERIMETER INSULATION

2'-0" UNDER SLAB AND TO

B.O. FOUNDATION WALL

VAPOR RETARDER

THROUGH WALL

FLASHING AND WEEPS

MASONRY

REINFORCEMENT @ 16"

O.C.

AIR/VAPOR BARRIER

GROUT SOLID

CONC. SPLASH

BLOCK SEE

/C8 0A-506

GUTTER, WHERE

OCCURS

3 5/8" 4 3/4" 7 5/8"

1' - 4"

METAL GUTTER

STANDING SEAM METAL

ROOF (SSMR)

METAL FASCIA

PANEL

METAL SOFFIT PANEL

BOND BEAM

SEE STRUCT.

BRICK VENEER

3" CAVITY INSUL, R-19 MIN

COLD-FORMED METAL

TRUSS

6" ROOF INSUL, R-40 MIN

PURLINS BY SSMR

MFR

METAL DECK

FLASHING

AIR SPACE

INFILL 3-5/8" METAL STUDS

BETWEEN TRUSSES

AIR/VAPOR BARRIER TO DECK

MASONRY REINFORCEMENT

@ 16" O.C.

0A-506

E8

3/4" EXTERIOR GRADE

PLYWOOD INFILL

2' - 6" 3 5/8" 4 3/4" 7 5/8"

MINERAL FIBER

BLANKET INSULATION

SNOWGUARD ROOF

SYSTEM, LOCATED ABOVE

EXTERIOR BEARING WALL,

FASTENED TO SSMR RIBS,

TYP ALL BUILDINGS

NOTE:

SEE ROOF PLAN FOR SNOQGUARD

ROOF SYSTEM LOCATIONS

0A-506

C7

PLAN

SECTION

2'-0"

3"

PRECAST CONCRETE

SPLASHBLOCK

4 X 4 - W 1.4 X W1.4 WWF

3" 1

"4

T.O. CMU

110' - 8"

1' - 4"

5/8" GYP

BOARD

3 5/8" METAL

STUDS TYP

ACOUSTICAL

CEILING SYSTEM

COLD-FORM

METAL TRUSS

5/8" GYP BOARD

CEILING

FOLDING GLASS

PARTITION HEAD

KNEE BRACE

@ 48" O.C.

T.O. CMU

110' - 8"

1 1/2" 6" 4 1/2"

ALUMINUM STOREFRONT

SYSTEM

PREFINISHED

CORROSION RESISTANT

FLASHING

CONT. BACKER ROD AND

SEALANT BOTH SIDES

WEEP HOLES

MORTAR - GROUT

1/2" THIN BRICK

VENEER

THIN BRICK

SUPPORT PANEL

3/4" EXTERIOR

GRADE PLYWOOD

COLD-FORMED

METAL TRUSS

AIR/VAPOR

BARRIER

7/8" HAT CHANNEL

METAL SOFFIT

PANEL

BATT INSULATION

METAL DECK

6" ROOF INSUL,

R-40 MIN

BENT CLIP BOTH

SIDES OF STUDS, SEE

STRUCT.

CONT. TRACK

BETWEEN TRUSSES

STANDING SEAM

METAL ROOF (SSMR)

ANGLE, SEE STRUCT.

STEEL BEAM, SEE

STRUCT.

ANGLE, SEE STRUCT.

6" METAL STUDS

3-5/8" METAL STUDS

(CEILING)

GYPSUM BOARD

HORIZONTAL BLIND

WHERE OCCURS

6" x 18GA. GALV.

BOTTOM TRACK

PAINTED COLUMN

BEYOND, SEE

STRUCT.

PURLINS BY

SSMR MFR

0A-506

C7

SECTION A - A

A

A

1/16" NEOPRENE PAD

ENTRANCE MAT

FINISH

FLOORING

AS SCHEDULED

CONCRETE

SLAB

1/16" NEOPRENE

PAD

FINISH FLOORING

AS SCHEDULED

/2

/2

T.O. CMU

110' - 8"

PRE-FINISHED

METAL GUTTER

METAL

FASCIA PANEL

PRE-FINISHED METAL

SOFFIT TRIM

7/8" HAT CHANNEL

METAL SOFFIT PANEL W/

CONCEALED ANCHORS

STANDING SEAM

METAL ROOF (SSMR)

METAL FLASHING

6" ROOF INSUL,

R-40 MIN

METAL DECK

WOOD

BLOCKING

BENT PLATE

SEE STRUCT

COLD-FORMED

METAL TRUSS

MINERAL FIBER

BLANKET

INSULATION

SEALANT

ICE AND WATER

BARRIER BETWEEN

FLASHING AND

INSULATION

20 GA STRAPS

AT 16" O.C.

METAL STUDS

RIGID

INSULATION

AIR/VAPOR

BARRIER

3/4" EXTERIOR

PLYWOOD

BACKER ROD

AND SEALANT

METAL DECK

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

0A-506

G E

N E

R A

L D

E T

A

IL

S

F O

R T

I N

D

IA

N T

O W

N G

A P

P

A

B A

L T

IM

O

R E

D

IS

T R

IC

T

H D

R E

N G

IN

E

E R

IN

G

IN

C

S

T

H S

T R

E E

T O

M A

H A

N

E

(4

-1

K .T

O U

R E

K

K .T

O U

R E

K

J .S

M

IT

H

S .H

E A

N E

Y

O C

T

F -8

-1

-1

FINAL DESIGN

M A

IN

A

C C

E S

S C

O N

T R

O L P

O

IN

T

P R

O J E

C T

1 1/2" = 1'-0"E1

WALL BASE DETAIL

1 1/2" = 1'-0"E4

EAVE DETAIL

1 1/2" = 1'-0"C8

SPLASH BLOCK DETAIL

1 1/2" = 1'-0"B1

BULKHEAD DETAIL

1 1/2" = 1'-0"B4

WINDOW HEAD DETAIL

1 1/2" = 1'-0"A8

WALK OFF MAT

3" = 1'-0"E8

GUTTER DETAIL

1'0 6"3"

SCALE: 3" = 1'-0"

2'0 1'6"

SCALE: 1 1/2" = 1'-0"

3" = 1'-0"C7

TOP OF WALL DETAIL

A

G

R

GREEN INDICATING LIGHT

RED INDICATING LIGHT

AMBER INDICATING LIGHT

CONTROL SWITCHES

PB CONTROL SWITCH W/ HEAD GUARD

SELECTOR SWITCH

KEY OPERATED CONTROL SWITCH

EFO SWITCH WITH SAFETY COVER AND

KEYED RESET

PIEZO SOUNDER

NOTE 4

LEGEND

GENERAL NOTES :

A. THE CONTROL PANEL LAYOUTS DEPICT AN ACP

WITH A GATEHOUSE, SEARCH OFFICE 3 ID CHECK

LANES, AN OVERWATCH POSITION, AND 4 ACTIVE

VEHICLE BARRIERS.

B. SEE UFGS 34 41 26.00 10 "ACCESS CONTROL POINT

CONTROL SYSTEM" APPENDIX A "SIGNS AND

SIGNALS SAFETY SYSTEM" FOR DESCRIPTIONS OF

THE REQUIRED BARRIER AND TRAFFIC CONTROL

SEQUENCES.

C. THE BARRIER MODE SELECTOR SWITCHES,

BARRIER "DOWN" AND "UP" SWITCHES AND THE EFO

RESET SWITCH MAY BE LOCATED ON A SEPARATE

PANEL CALLED THE MAINTENANCE PANEL. THE

MAINTENANCE PANEL MUST BE LOCATED IN THE

GATEHOUSE IN AN AREA OR CABINET THAT IS ONLY

ACCESSIBLE TO THE CHIEF OF THE GUARDS.

NOTES :

1. PROVIDE A SEPARATE STAND ALONE EFO PUSH BUTTON SWITCH WITH KEYED RESET AND SAFETY

COVER MOUNTED ON THE INSIDE OF THE GUARD BOOTH TO THE LEFT OF THE DOOR FRAME FOR

EASY ACCESS BY THE GUARD WHO MAY BE STANDING OUTSIDE GUARD BOOTH DURING ID CHECKS.

2. THE BARRIER MODE SELECTOR SWITCHES SHALL BE KEY OPERATED WITH THE KEY REMOVABLE IN

ALL MODES. EACH BARRIER SHALL HAVE A UNIQUE KEY.

a. UNDER NORMAL OPERATIONS, THE BARRIER MODE SELECTOR SWITCHES WILL BE IN THEIR

EMERGENCY FAST OPERATE (EFO) POSITIONS WITH KEYS REMOVED AND STORED IN A LOCKED

CABINET IN THE GATEHOUSE ACCESSIBLE ONLY BY THE CHIEF OF THE GUARDS.

b. WHEN PERFORMING BARRIER MAINTENANCE, MAINTENANCE PERSONNEL WILL OBTAIN THE KEY

FROM THE CHIEF OF THE GUARDS, PUT THE SWITCH IN THE "LOCAL" POSITION, AND THEN

REMOVE AND RETAIN THE KEY. THE MAINTENANCE PERSON WILL THEN PUT THE KEY IN THE

MODE SELECTOR SWITCH ON THE BARRIERS LOCAL CONTROL PANEL LOCATED AT THE BARRIER

AND TURN THE KEY TO THE "LOCAL" POSITION TO ACTIVATE THE OPEN AND CLOSE SWITCHES ON

THE LOCAL CONTROL PANEL. WHEN MAINTENANCE IS COMPLETE, THE MAINTENANCE

PERSON WILL PLACE THE MODE SELECTOR SWITCH ON THE LOCAL CONTROL PANEL BACK TO

"AUTO" MODE, REMOVE THE KEY, AND RETURN THE KEY TO THE CHIEF OF THE GUARDS. THE

CHIEF OF THE GUARDS WILL USE THE KEY TO PLACE THE BARRIER'S MODE SELECTOR SWITCH

ON THE MASTER CONTROL PANEL IN THE "EFO" POSITION, AND THEN WILL REMOVE AND LOCKUP

THE KEY.

c. A GUARD MAY TEST OPERATE A BARRIER BY FIRST OBTAINING THE BARRIER'S MODE SWITCH

KEY FROM THE CHIEF OF THE GUARDS, PUTTING THE MODE SWITCH IN THE "TEST" POSITION, AND THEN OPENING OR CLOSING THE BARRIER WITH THE PUSHBUTTONS ON THE MASTER

CONTROL PANEL. UPON COMPLETION OF THE TEST OPERATIONS, THE GUARD WILL RETURN

MODE TO "EFO", REMOVE THE KEY, AND RETURN IT TO THE CHIEF OF THE GUARDS. PROCEDURES

MUST BE IN PLACE TO ENSURE ALL OPERABLE BARRIERS' MODE SELECTOR SWITCHES ARE

PLACED IN THE EFO POSITIONS FOR THE PROPER RESPONSE TO AN EFO COMMAND.

RAVB EFO ARMED YES

ACTIVATED

R

AVB EMERGENCY

FAST OPERATE

K

K

GCP

GCP

ACTIVATED

LAMP

TEST

GCP

R

ENABLED

YES

ENABLED

NO

R

G

R

WRONG-WAY

STATUS

RESET

EMERGENCY

AVB EFO

NOTE 6

R

DURESS

SWITCH

NOTES:

1. "AVB EMERGENCY FAST OPERATE" BOX IS TO BE RED IN COLOR.

LAMP

TEST

(NOTE 3)

WRONG WAY

NOTE 5

R YES

ACTIVATED

R

AVB EMERGENCY

FAST OPERATE

AVB EFO

NOTE 1

LAMP

TEST

(NOTE 3)

ALARM

SILENCE

NOTE 6

EFO

K

K

GCP

WRONG WAY

NOTE 5

UP

DOWN G

R

RTROUBLE

ID CHECK

GATE ARM

F1

LOCAL CONTROL PANEL (CLIN 0007)

NOT TO SCALE

SEARCH OFFICE

D1

LOCAL CONTROL PANEL

NOT TO SCALE

PORTABLE AVB OVERWATCH

3. LAMP TEST PUSH BUTTON SHALL TURN ON ALL INDICATING LIGHTS WHILE

BUTTON IS PUSHED WITHOUT EFFECTING ANY CONTROLS.

4. THE INDICATING LIGHT LABELED 'TROUBLE' SHALL COME ON FOR ANY PROBLEMS

OR ALARM CONDITIONS AT THE BARRIER, e.g. LOW VOLTAGE, ETC. THE INDICATING

LIGHT LABELED 'VPD ON' SHALL COME ON WHEN ANY OF THE BARRIER'S VEHICLE

PRESENCE DETECTORS (VDL'S) GETS A CALL (VEHICLE DETECTED) FOR MORE THAN

15 SECONDS.

5. WRONG-WAY, AND DURESS ALARMS SHALL INCLUDE BACK LIT WINDOWS

AND ADJUSTABLE AUDIBLE ALARMS. DURESS ALARMS SHALL BE ON OVERWATCH

POSITION PANEL AND GATEHOUSE PANEL ONLY. DURESS ALARM

ACKNOWLEDGEMENT SWITCH SHALL BE ON GATEHOUSE PANEL ONLY.

6. OVERWATCH POSITION PANEL SHALL INCLUDE A DURESS ALARM SILENCE SWITCH TO

SILENCE THE AUDIBLE ALARM. ALL WRONG WAY ALARMS SHALL BE SELF CLEARING.

7. VOLUME ADJUST ABLE PEIZO SOUNDER.

8. BASE BID: PROVIDE EFO SWITCH ON SEARCH AREA CANOPY. INCLUDE IN SEC0501.

SEE C8/6T-510 FOR EFO SWITCH DETAILS.

CLIN 0007: PROVIDE EFO SWITCH ON CONTROL PANEL AS INDICATED IN ADDITION TO

EFO SWITCH ON CANOPY. INCLUDE IN SEC0401.

D4

LOCAL CONTROL PANEL

NOT TO SCALE

ID CHECK WITH AVB EVO SWITCH

D6

OPEN SWITCH

NOT TO SCALE

ID CHECK AVB EMERGENCY FAST

AVB

EFO

ARMED

E7

LOCAL CONTROL PANEL

NOT TO SCALE

GATEHOUSE

D

UP

DOWN G

R

RTROUBLE

SEARCH AREA

ENTRANCE

GATE

YES

NO

NO

YES

G

R

OVERWATCH POSITION AVB EFO ARMED

G

R

ID CHECK 01

AVB EFO ARMED

YES

NO G

R

ID CHECK 02

AVB EFO ARMED

YES

NO

R

POWER

NOYES NOYES NOYES

UP

DOWN

R

R

TROUBLE

WRONG WAY

NOTE 5

G

R

ID CHECK 03

AVB EFO ARMED

YES

NO

NOYES

LAMP

TEST

(NOTE 3)

UP

DOWN G

R

RTROUBLE

ID CHECK

GATE ARM

LANE - 1

ALARM

SILENCE

DURESS

ACK

UP

DOWN G

R

RTROUBLE

SEARCH AREA

ENTRANCE GATE

RVPD ON

LOOP

RELEASE

INBOUND FINAL AVB

UP

DOWN G

R

RTROUBLE

ID CHECK

GATE ARM

LANE - 2

UP

DOWN G

R

RTROUBLE

ID CHECK

GATE ARM

LANE - 3

NOTE 3

G

R

SEARCH AREA

AVB EFO ARMED

YES

NO

NOYES

R ACT R ACT R ACT R ACT

ALARM

SILENCE

NOTE 7

NOTE 6

K

NOTE 7

CAB TAMPER

COMM LOSS

PNL TAMPER

NOTE 7

R

R

VDP ON

INSIDE AVB

UP

DOWN

R

R

OUTSIDE AVB

R

LOOP

RELEASE

UP

DOWN

TEST

R

EFO LOCAL

EFO

MODE

R

TROUBLE

INBOUND FINAL AVB

R

R

VDP ON

INSIDE AVB

A

UP

DOWN

R

R

OUTSIDE AVB

R

LOOP

RELEASE

NOTE 2

UP

DOWN

OFF

R

LOCAL

R

TROUBLE

MAINTENANCE CONTROL PANEL

R

INSIDE AVB

UP

DOWN

R

R

OUTSIDE AVB

ALARM

SILENCE

NOTE 7

LAMP

TEST

(NOTE 3)

G

D9

MAINTENANCE LOCAL CONTROL PANEL

NOT TO SCALE

NOTES:

1. FURNISH ONE MAINTENANCE CONTROL PANEL FOR EACH

DIRECTION OF TRAVEL.

ALARM

SILENCE

NOTE 7

NOTE 6

EFO

TEST

MODE

A

EFO

LOCAL

MODE

A

TEST

EFO LOCAL

EFO

MODE

A

EFO

TEST

MODE

A

EFO

LOCAL

MODE

A

NOTE 8

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

O

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

H D

R

E

N G

I N

E E

R I N

G

I N

C

S

T

H

S

T R

E E

T

O

M A

H A

N

E

B A

L T

I M

O R

E

D

I S

T R

I C

T

O C

T

A N

S I

D

F O

I

D I A

N T

O W

N

G

A P

P

A

M A

C

E S

S

C

O N

T R

O L

P

O I N

T

P R

O J E

FINAL DESIGN

F

D

R O

B E

R T

S

M

H O

F R

E I T

E R

S

W I C

K S

J

S M

I T

H

A C

P

S

E C

U R

I T

Y

D

E T

A I L S

6T-509 c:\pwworking\central01\d0708585\10078599-FIGW-1T-501.dwg

30 October 2019 1:48 PM Brandt, Jill C.

EFO

RESET

NOT USED.

NOTE 9

9. AREA AROUND EFO SWITCH SHALL BE RED.

OUTBOUND

NOT USED.

3. REFER TO 2/6E-502 FOR FOUNDATION DETAILS.

1. REFER TO 2/6E-502 FOR FOUNDATION DETAILS.

x(2) (3)xx(2) (3)x x(2) x(2)

Access Control Points FTINDIANTOWN

SECTION 34 72 00.00

PASSIVE BOLLARD AND CABLE-BASED PASSIVE VEHICLE BARRIERS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A1023/A1023M (2009; E 2012) Standard Specification for Stranded Carbon Steel Wire Ropes for General Purposes

ASTM D698 (2012; E 2014; E 2015) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft.

(600 kN-m/cu. m.))

ASTM D2487 (2017) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM F2656 (2007) Standard Test Method for Vehicle Crash Testing of Perimeter Barriers

ASTM F2656/F2656M (2018) Standard Test Method for Crash Testing of Vehicle Security Barriers

U.S. DEPARTMENT OF STATE (SD)

SD-STD-02.01 (2003; Rev A) Specification For Vehicle Crash Test of Perimeter Barriers and Gates

1.2 BARRIER SYSTEM DESCRIPTION

Provide a complete passive vehicle barrier system meeting design and performance requirements presented in this Specification Section and in the Contract Drawings. Vehicle barriers covered by this Specification Section include post/cable barriers.

1.3 CRASH RESISTANCE REQUIREMENTS

Minimum performance requirements for the barriers are provided in this Specification Section. Similar-type vehicle barriers meeting higher crash resistance rating may be submitted for approval.

1.3.1 Impact Condition

Make the passive cable vehicle barriers to withstand an impact corresponding to DOS SD-STD-02.01, Impact Condition shall be as indicated on the Contract Drawings.

SECTION 34 72 00.00 Page 1

Make the passive bollard vehicle barriers to withstand an impact corresponding to ASTM F2656/F2656M, Impact Condition shall be as indicated at various locations on the Contract Drawings.

1.3.2 Penetration Rating

For DOD certified barriers, use the Penetration Rating indicated on the Contract drawings.

1.4 CRASH RESISTANCE DEMONSTRATION OF COMPLIANCE

Submit a DoD letter of Certification as demonstration of compliance with the specified crash resistance requirements for each manufactured passive vehicle barrier proposed for this project.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00.00 06 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Shop Drawing; G AE

SD-03 Product Data

Data Sheets; G, AE

SD-05 Design Data

Analysis Report; G, AO

SD-07 Certificates

Installer Certification; G AO

DOD Letter of Certification; G AO

SD-08 Manufacturer's Instructions

Manufacturer's Written Installation Instructions

Coating Repair Instructions

SD-09 Manufacturer's Field Reports

Manufacturer Verification

Contractor/Installer Verification

Concrete Strength Reports

Soil Compaction Reports

SECTION 34 72 00.00 Page 2

Manufacturer Inspection Reports

SD-10 Operation and Maintenance Data

Operation And Maintenance Manual

SD-11 Closeout Submittals

Warranty

Spare Parts

1.6 QUALITY ASSURANCE

1.6.1 Manufacturer

Use a company specializing in manufacturing the products specified in this Specification Section.

1.6.2 Installers

Submit installer certification stating that the installers are certified (if the manufacturer provides installer certifications) or trained by the manufacturer in the installation of the specific manufacturer's barriers being installed.

1.6.3 Contractor Project Manager

Designate a Project Manager for all work under this Specification Section.

Require the Project Manager to provide technical and managerial leadership to all contractor personnel, subcontractors, engineers, inspectors and surveyors during the design and installation phases of this Work.

Require the Project Manager to have experience in the design, manufacture, and installation of similar barriers.

1.6.4 Engineers

Submit Engineer Qualifications showing that the Engineer providing the demonstration of crash rating compliance analysis has formal training in dynamic finite element analysis with a minimum of five years experience in performing non-linear dynamic analysis.

1.6.5 As-Certified Certification

Submit written verification that vehicle barriers provided under this contract are the As-Certified configurations.

1.6.6 Installation Certification

Submit written verification that the vehicle barriers provided under this contract are installed in the As-Certified configurations, including soil conditions at foundations.

1.6.7 Pre-Installation Conference

Conduct a pre-installation conference with all associated subcontractors.

SECTION 34 72 00.00 Page 3

1.7 DELIVERY, STORAGE AND HANDLING

Protect components delivered to site and/or placed in storage from the weather, humidity, and temperature variation, dirt and dust, or other contaminants. Store structural materials on sleepers or pallets and protect them from rust and objectionable materials such as dirt, grease, or oil. Handle all components to protect finish and coatings from scuffs, abrasions or other damage. Damage to factory applied finishes and coatings can be cause for rejection.

Provide all other delivery, storage and handling protections as recommended by the manufacturer.

1.8 PROJECT SITE CONDITIONS

1.8.1 Environmental Requirements

Ensure that all materials, equipment and installation techniques are appropriate for the prevalent temperature conditions at the installation location. Ensure the installation is in conformance with the manufacturer's written environmental requirements.

1.8.2 Existing Conditions

1.8.2.1 Site Survey Report

A topographic site survey report is included as part of the Contract Documents and can be found in the Contract Drawings.

1.9 WARRANTY

Submit the manufacturer's complete warranty for materials, workmanship, and installation for five years from the time of project completion. Do not prorate.

1.10 SPARE PARTS

Provide a manufacturer's standard recommended spare parts package with detailed manuals on parts replacement, with each barrier to facilitate one year of normal operations.

1.11 DATA SHEETS

Submit Data Sheets, including catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for all components of vehicle barriers.

PART 2 PRODUCTS

2.1 DoD CERTIFIED BOLLARD AND POST/CABLE BARRIERS

Provide bollard and post/cable barriers that are approved in accordance with one of the following:

a. Included on the list of DOD Anti-Ram Vehicle Barriers maintained by the US Army Corps of Engineers (USACE)-Protective Design Mandatory Cneter of Expertise (PD-MCX).

SECTION 34 72 00.00 Page 4

b. Reserved.

In addition to meeting the general requirements listed in this Specification Section, ensure the DOD standard bollard and post/cable barriers conform to the following barrier-specific requirements.

2.1.1 Alterations to Design

Do not modify designs shown on drawings and or as certified..

2.1.2 Concrete

Concrete strength is as shown on the drawings and as specified in Section

03 30 00.00 10 CAST-IN-PLACE CONCRETE.

2.1.3 Reinforcing Steel

Reinforcing steel is fy = 60,000 psi unless otherwise noted on the drawings, and as specified in Section 03 20 01.00 10 CONCRETE

REINFORCEMENT.

2.1.4 Cable

Provide cable as shown on the drawings and per requirements of ASTM A1023/A1023M . No substitutions are acceptable.

2.1.4.1 Pipe Steel

Provide pipe steel as shown on the drawings and provide hot dipped galvanized. Provide steel finishes as specified in Section 09 90 00

PAINTS AND COATINGS.

2.1.4.2 Over-excavation and Backfill

Over-excavate soil below walls by at least 12 inches and backfill with any materials classified by ASTM D2487 as GW, GP, GM, GP-GM, GW-GM, GC, GP-GC, GM-GC, SW, SP. Ensure the soil is free of debris, roots, wood, scrap material, vegetation, refuse, soft unsound particles, and frozen, deleterious, or objectionable materials. Unless specified otherwise, make the maximum particle diameter one-half the lift thickness at the intended location.

Compact the 12 inches of over-excavation to 95 percent of ASTM D698 (unless noted otherwise on the drawings). Backfill areas of over-excavation at sides of walls to meet same fill and compaction requirements. Make the maximum lifts for over excavation and backfill 6 inches.

2.1.5 Terminal and Line Post Spacing

Ensure the spacing of line and terminal posts meets the minimal DoD certified requirements; spacing of posts shall be designed by the Contractor and submitted for approval.

SECTION 34 72 00.00 Page 5

2.2 COMPONENT REQUIREMENTS

2.2.1 Single Manufacturer

Ensure a single manufacturer supplies all parts, components, accessories, fittings and fasteners as required by manufacturer's written requirements, manufacturer's written installation instructions and written warranty, unless otherwise noted in this Specification Section.

2.2.2 Metal Component Primer and Color

Ensure all above ground metal components are hot dipped galvanized unless otherwise specified.

2.2.3 Grounding System

Provide grounding system in accordance with Section 28 05 26.00 40

GROUNDING AND BONDING FOR ELECTRICAL SAFETY AND SECURITY.

2.3 ACCESSORIES

Provide all accessories as required for a complete and finished barrier system. Accessories to be, at a minimum, as required by manufacturer's instructions.

2.4 FABRICATION

2.4.1 Shop Assembly

Shop assemble the vehicle barriers to the greatest extent possible.

2.5 TEST,INSPECTIONS ND VERIFICATIONS

2.5.1 Manufacturer Verification

Provide written verification that vehicle barriers provided under this contract conform to the "As-Certified certification" configurations, based on the anti-ram crash testing.

2.5.2 Contractor/Installer Verification

Provide written verification that the vehicle barriers provided under this contract are installed per the "As-Certified certification" configurations, based on the Crash Test Report or Analysis Report.

2.6 SHOP DRAWINGS

Show the locations of openings on the Shop Drawings. Submit Shop Drawings that include layout, locations, components, materials, dimensions, sizes, weights, finishes of components, installation and operational clearances, terminal and line post sizes and locations, spacing and details of post anchorage, and post attachment/bracing, and other pertinent details as applicable. Provide Crash Test Report and testing lab as-built certification drawings or Analysis Report at the same time as the Shop Drawings. Shop Drawings cannot be approved without the corresponding Crash Test Report or Analysis Report.

SECTION 34 72 00.00 Page 6

PART 3 EXECUTION

3.1 EXAMINATION

3.1.1 Sub-surface Conflicts

Verify all existing conditions prior to performing any work. Locate all underground utilities and structures, including publicly and privately owned, prior to excavating. Coordinate with all involved parties in order to accomplish indicated work with minimal interference to existing underground utilities and structures. If unforeseen conditions exist that prohibit the execution of work as indicated, immediately coordinate with Contracting Officer for viable alternative solutions.

3.2 PREPARATION

3.2.1 Layout

All vehicle barrier installations shall be laid out and certified by a Registered Professional Land Surveyor in accordance with the Contract Documents and approved Shop Drawings, prior to installation.

3.2.2 Soil Conditions

3.2.2.1 Comparable Soils

Certify that the existing soil conditions are comparable to those in the Crash Test Reportor Analysis Report. If not, either remedy the soil conditions at each foundation point or provide additional testing to verify that the actual soil conditions provide the required performance.

3.2.3 Grade Between Terminal Posts

Ensure that the grade between terminal posts (and for no less than 10 feet on either side of the vehicle barriers, along the running length) is constant such that the cables consistently match the design distance from grade between terminal posts.

3.2.4 Interference with Existing Utilities

Based on Contract Drawings, survey, utility locating activities and approved Shop Drawings. Identify areas of interference with existing utilities and propose mitigating measures (with supporting analysis if mitigating measures require modifications to the typical foundation details) to remedy the interference conditions.

3.2.5 Protection

Ensure that adjacent structures, utilities, and roadways are protected from damage during construction.

3.3 INSTALLATION

3.3.1 Contractor's Project Manager Oversight

Contractor's project manager shall oversee all vehicle barrier installation activities.

SECTION 34 72 00.00 Page 7

3.3.2 Trained or Certified Installers

Vehicle Barriers shall be installed by manufacturer trained or certified installers in accordance with manufacturer's written installation instructions. Submit Manufacturer's Written Installation Instructions.

3.3.3 Manufacturer's Representative

Manufacturer's representative is required to observe or inspect vehicle barrier installation

3.3.4 Vertical Alignment

Install all vertical elements plumb and in alignment with a tolerance of 1/2 inches.

3.3.5 Horizontal Alignment

Install all horizontal elements in the alignment indicated on the approved Shop Drawings with a tolerance of 1/2 inches in 6 feet-6 inches.

3.3.6 Field Welding

Field welding is unacceptable as it will cause significant damage to the galvanizing and powder coat protective finishes.

3.3.7 Field Cutting and Drilling

Avoid unnecessary cutting and drilling of pre-finished components. If necessary to cut or drill or otherwise modify product due to field conditions, repair factory finish in accordance manufacturer's written installation instructions.

3.4 FIELD QUALITY CONTROL

3.4.1 Test Reports

Submit Concrete Strength Reports Soil Compaction Reports Manufacturer Inspection Reports.

3.4.2 Reinforcing Steel Inspection

Ensure all reinforcing steel is inspected by Contractor's project manager prior to concrete placement. Provide no less than 2 days notice of concrete placement schedule to required inspection personnel.

3.5 OPERATION AND MAINTENANCE MANUAL

Submit written Operation and Maintenance Manual.

3.5.1 Periodic AInspection and Testing

As part of the Operation and Maintenance Manual, provide periodic inspection and testing recommendations for daily, weekly, monthly and yearly intervals.

SECTION 34 72 00.00 Page 8

3.6 ADJUSTING AND CLEANING

3.6.1 Clean Job Site

Clean job site.

3.6.2 Above Ground Components

Thoroughly clean all above ground components of concrete spatter and dirt.

3.6.3 Tensioning

After installing all barriers, ensure that the tensioning of all cable and fence fabric is in accordance with manufacturer's written installation instructions.

3.7 REPAIR

3.7.1 Metal Finishes

Repair damage to galvanized, coated, painted finishes in accordance with manufacturer's written installation instructions. In the case where the manufacturer does not have written instructions, submit recommended coating repair instructions (referencing published standards) for approval.

-- End of Section --

SECTION 34 72 00.00 Page 9

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 34 72 00.00 Page 10

FTIG ACPs 2 June 2021

ADDENDUM #2

1. Delete issued Sheet 1C-133 and incorporate attached C.3.0_REV-1 as the new Sheet 1C-133 as per RFI 4.c.

response.

2. Incorporate attached Sheet C.4.2. as per RFI 4.c. response. Figures on the table on this drawing take precedence over elevations shown in the diagram above the table.

3. On attached C.4.2, change “FTIG Rye Tan Mix” in the diagram to “FTIG ITAM Mix”. Add the following to Specification Section 34 72 00 Para 2.1.3 Seed Formulas:

FTIG ITAM Mix (requires inoculant)

a. 25% Annual Ryegrass

b. 10% Perennial Ryegrass (Saint variety preferred)

c. 20% Medium Red Clover

d. 10% White Ladino Clover

e. 10% White Dutch Clover

f. 10% Vernal Alfalfa

g. 10% Norcen Birdsfoot Trefoil

h. 5% Crimson Clover

FTIG ACPs 4 June 2021

ADDENDUM #3

1. Delete issued Specification Section 34 71 13.19 and incorporate attached revised Section 34 71 13.19 which in accordance with the current Access Control Point (ACP) Center of Excellence standards for ACP certification

2. Delete issued Specification Section 23 09 23.02 for the 24/7 thermostats and incorporate the revised 23 09 13 spec per RFI #1 response.

3. On Sheet 7C-103 delete reference to CLIN 0005 14’ M50, P-2 Crash Beam. On Sheet 7C-001, in General Note 1, change “SEE SHEETS 7C-401 AND 7C-402 FOR CLIN 0006, ELECTRONIC CRASH BEAMS” to “SEE SHEET 7C-401 FOR CLIN 0006, ELECTRONIC CRASH BEAMS”. Sheet 7C-402 shows this crossing of Asher-Miner Road correctly. RFI 35 Response incorrectly identified this P-2 Crash Beam as CLIN0005 when it is in fact CLIN0006.

4. Delete issued Specification Section 33 34 00 Force Mains Sewer as the Force Main was deleted from the project.

FTIG ACPs 9 June 2021

ADDENDUM #4

The Government’s intent is that the contractor’s bid in CLIN 0003 for the Main ACP gas services is for the contractor, in concert with UGI, to build the gas line connection as shown on Sheets 1C-129 & 1C-130. While UGI will not allow the contractor to lay pipe and make connections, UGI will allow for the contractor to excavate and place bedding and backfill the trench in accordance with UGI’s standards. The contractor’s bid should include his own work as well as an estimated amount for UGI’s connection work.

The contractor should note that the actual connection point is at least 220 feet to the east in front of Building 8- 63 from what is shown on Sheet 1C-130. See attached photo for approximate locations of current UGI service in the area.

The Government will continue to work with UGI to prepare for the installation of this line. The Government will pay the difference between the contractor’s projected price as bid and actual UGI costs at time of installation.

This includes any changes UGI requires from the contract drawings provided on the solicitation. The contractor’s price will include the 220’ of additional line mentioned above from the matchline shown on Sheet 1C-130 in the vicinity of Keynote 3.

The bid package pricing for CLIN 0003 shall be documented at time of bid to show estimated UGI connection price in the body of the line item, with the total of all work associated with CLIN 0003 (including estimated connection price) on the Amount line.

FTIG ACPs 10 June 2021

ADDENDUM #5

1. Delete issued Sheet 1C-503 and incorporate attached 1C-503 as per RFI 55 response.

2. Delete issued Specification Section 13 34 23 PREENGINEERED GUARD BOOTH STRUCTURES and incorporate the revised 13 34 23 spec per RFI #59 response.

08067

Q-003

08063

Q-004 pool h 2

08065

08069 Q-005

Garage

Q-002

08080

Garage 08064 pool h

08071

08066

08070

08068

Fort Indiantown Gap:

Gas Utility Line ACP Main

FORT INDIANTOWN GAP

ANNVILLE, PENNSYLVANIA

Produced and printed by: JMD Comm: (717) 861-9558 µ

0 0.05 0.1 0.150.025 Miles

Coordinate System: WGS 1984 UTM Zone 18N

Date: 6/9/2021

Gas Utility Line

Building

DRAFT: The information on this map is for planning purposes only. This information is not adequate for legal boundary definition, regulatory interpretation, or parcel-level analysis.The data on this map are based on the best available information existing at this time.

This map is a "living document" intended to be updated as new data become available and are incorporated into the GIS database.

6"

MIN

8"

MIN

2"

CURB NOTES:

1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF

PUBLICATION 408, SECTION 630 FOR PLAIN CEMENT CURB AND DEPRESSED

CURB,SECTION 640 FOR PLAIN CEMENT CONCRETE GUTTER AND SECTION 641

FOR PLAIN CEMENT CURB GUTTER.

2. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

3. PLACE 20 (3/4") THICK PREMOLDED EXPANSION JOINT FILLER MATERIAL AT

STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM

TO CROSS SECTIONAL AREA OF CURB.

E1

VERTICAL CURB

NOT TO SCALE

DETAIL A

CONTRACTION JOINT

PLAIN CEMENT

CONCRETE CURB

7"1"

8"

1/4" RADIUS

TOPSOIL OR

SIDEWALK AS

REQUIRED BY

LOCATION

(2) #5 CONT

EXCEPT AT

THRU JOINTS

8" MIN BASE COURSE PER

SPECIFICATION 32 11 20

GEOTEXTILE FABRIC

ASPHALTIC OR PORTLAND

CEMENT CONCRETE

ROADWAY SECTION

3/4" RADIUS

TACK COAT AT INTERFACE

FOR ASPHALT CEMENT OR

EXPANSION JOINT FOR PCC -

SEE A1/1C-502

C

O

N

T

R

A

C

T

I

J

I

A

C

I

N

G

COMPACT BACKFILL TYP.

M

X

N

CONTRACTION JOINT,

SEE DETAIL A.

PCC CONCRETE PER SPECIFICATIONS

2" DEEP, 3/16" WIDE

A1

PLAIN CEMENT CONCRETE CURB GUTTER

NOT TO SCALE

TYPICAL

CROSS SECTION

2" DEEP, 3/16" WIDE

CONTRACTION JOINT

PLAIN CEMENT

CONCRETE CURB

CONTRACTION JOINT

(CONTINUOUS THRU

CURB AND GUTTER)

C

O

N

T

R

A

C

T

I

I

A

C

I

N

G

N

1/2" MINIMUM

7"1"

8"2'-0"

1/4" RADIUS

1/4" RADIUS

3/4" RADIUS

GUTTER WIDTH

* 8.0% (1"/FT) MIN.

PCC CONCRETE

PER SPECIFICATIONS

* SLOPE

1/4" RADIUS

A6

VERTICAL CURB OVER AVB FOUNDATION

NOT TO SCALE

DETAIL A

CONTRACTION JOINT

PLAIN CEMENT

CONCRETE CURB

7"1"

8"

1/4" RADIUS

TOPSOIL OR SIDEWALK

AS REQUIRED BY

LOCATION

3/4" RADIUS

C

O

N

T

R

A

C

T

I

I

A

C

I

N

G

2" DEEP, 3/16" WIDE

N

CONTRACTION JOINT,

SEE DETAIL A.

PCC CONCRETE PER SPECIFICATIONS

M

I N

AVB FOUNDATION

#4 x 12" TIE BAR -

SEE NOTES 1 AND 2

DETAIL B

#4 x 12" TIE BARS

2"

3"

NOTES:

1. PLACE TIE BARS AT 18" TO 24" ON CENTER LONGITUDINAL SPACING BETWEEN JOINTS IN

EXISTING PAVEMENT. TIE BARS SHALL BE LOCATED 3" MINIMUM FROM TOP OF CURB, BACK OF

CURB AND ANY CARRIAGE BOLTS IN AVB FOUNDATION.

2. DRILL 3/4" HOLES FOR TIE BARS AND EPOXY TO NEW PAVEMENT. EPOXY-RESIN SHALL BE TWO

COMPONENT EPOXY-RESIN MATERIAL FORMULATED TO MEET THE REQUIREMENTS OF ASTM

C881/C881M, TYPE III, GRADE AND CLASS AS APPROVED, FOR USE IN BOND COAT APPLICATIONS

AND AS A COMPONENT OF EPOXY-RESIN CONCRETE OR MORTAR. MIX EPOXY-RESIN GROUT

COMPONENTS IN THE PROPORTIONS RECOMMENDED BY THE MANUFACTURER. CONDITION THE

COMPONENTS TO 20 TO 30 DEGREES C 70 TO 85 DEGREES F FOR 48 HOURS PRIOR TO MIXING.

MIX THE TWO EPOXY COMPONENTS WITH A POWER-DRIVEN, EXPLOSION-PROOF STIRRING

DEVICE IN A METAL OR POLYETHYLENE CONTAINER HAVING A HEMISPHERICAL BOTTOM. ADD

THE CURING-AGENT COMPONENT GRADUALLY TO THE EPOXY-RESIN COMPONENT WITH

CONSTANT STIRRING UNTIL A UNIFORM MIXTURE IS OBTAINED. STIR SUCH THAT THE AMOUNT

OF ENTRAINED AIR IS A MINIMUM. CURE EPOXY PER MANUFACTURER INSTRUCTIONS.

CARRIAGE BOLT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U

M

Y

C

O R

F

E

N G

I N

E E

R S

H D

R

E

N G

I N

E E

R I N

G

I N

C

T

H

S

T R

E E

T

O

M A

H A

N

E

B A

L T

I M

O R

E

D

I S

T R

I C

T

O C

T

A N

S I

D

F O

D I A

N T

O W

N

G

A P

P

A

M A

C

E S

S

C

O N

T R

L

I N

T

P R

O J E

FINAL DESIGN

J B

C S

C H

J S

F

C I V

L

D

E T

A I L

S

1C-503 c:\pwworking\central01\d0478269\10078599-FIGW-1C-501.dwg

31 October 2019 11:46 AM Brandt, Jill C.

SECTION 13 34 23

PREENGINEERED GUARD BOOTH STRUCTURES

11/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A924/A924M (2017a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C1036 (2016) Standard Specification for Flat Glass

ASTM C592 (2016) Standard Specification for Mineral Fiber Blanket Insulation and Blanket-Type Pipe Insulation (Metal-Mesh Covered) (Industrial Type)

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM E84 (2018b) Standard Test Method for Surface Burning Characteristics of Building Materials

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2016) Hardware Preparation in Steel Doors and Steel Frames

ANSI/BHMA A156.1 (2016) Butts and Hinges

ANSI/BHMA A156.2 (2017) Bored and Preassembled Locks and

SECTION 13 34 23 Page 1

Latches

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.8 (2015) Door Controls - Overhead Stops and Holders

ANSI/BHMA A156.18 (2016) Materials and Finishes

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2012) Metal Building Systems Manual

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 752 (2005; Reprint Dec 2015) Standard for Bullet-Resisting Equipment

1.2 GENERAL REQUIREMENTS

This specification covers pre-engineered guard booths associated with the ID Check Area Canopy. See the contract drawings for more information regarding the layout and configuration of these structures. The guard booths in the ID check area shall be similar or equal to the Standard 4'-0" x 10'-0" bullet resistant guard booth, as shown on the drawings.

Manufacturer's Instructions shall be submitted by the Contracting Officer for Pre-Engineered Guard Booth Structures, indicating the recommended installation methods and sequence.

Manufacturer's Standard Color Charts and Color Panels shall be submitted by the Contacting Officer for Exterior Panels, Interior Panels, Accessories and Trim.

Design analysis and calculations for Pre-Engineered Guard Booth Structures, and Metal Roofing and Siding Panels shall be prepared and certified by a registered professional structural engineer.

Certificates shall be submitted for Materials, Equipment and Accessories showing conformance with the referenced standards contained in this section.

1.2.1 Dimensions

Guard Booth dimensions shall be as standard with manufacturer, not less than those indicated, but exceeding the indicated dimensions only by the amount of the closest standard size thereto, subject to approval by the Contracting Officer, and at no additional cost to the government. Any approved changes in dimensions from those shown on the contract drawings shall be carefully coordinated with the other trades.

1.3 DESIGN CRITERIA

Use MBMA MBSM except as modified herein and except that ASCE 7 will govern

SECTION 13 34 23 Page 2 for for loading combinations and methodology for development of wind, snow, live, and seismic loads. Design for each material shall be as specified by the Design Authority as listed in MBMA MBSM. Deflection of metal roofing and siding panels shall not exceed 1/180 of the span on single span loading under the total live and wind load. See contract drawings for Guard Booth foundation details.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Instructions

SD-02 Shop Drawings

Fabrication drawings shall be submitted for the following items:

Installation drawings shall also be submitted for the following items and shall be in accordance with the paragraph entitled, "Assembly and Erection," of this section.

Roofing And Siding Panels; G, AO

Structure; G, AO

Accessories

Interior Panels; G, AO

Windows; G, AO

Steel Doors And Frames; G, AO

Louvers

Gutters And Downspouts

Base Reactions; G, AE

Anchorage To Foundation; G, AE

SD-03 Product Data

Manufacturer's catalog data shall be submitted for the following items, including accessories and installation materials.

Structure; G, AO

Roofing And Siding; G, AO

Finish; G, AO

SECTION 13 34 23 Page 3

Accessories; G, AO

Interior Panels; G, AO

Insulating Materials

Windows

Steel Doors And Frames; G, AO

Weather-Stripping

Glass And Glazing

Louvers

Gutters And Downspouts

SD-04 Samples

Contractor shall provide the following samples:

Manufacturer's Standard Color Charts shall be submitted in accordance with paragraph entitled, "General Requirements", of this section

Color Panels; G, AO Three pieces, 4 by 4 inches, to indicate maximum color range

Exterior Panels; G, AO

Interior Panels; G, AO

Accessories; G, AO

Trim; G, AO

Roofing And Siding: One piece, 9 inches by width of panel

Insulating Materials: One piece 8 by 11 inches

SD-05 Design Data

Design analysis and calculations for the following items shall be in accordance with the paragraph entitled, "General Requirements," of this section.

Pre-Engineered Guard Booth Structures; G, AO

SD-07 Certificates

Certificates shall be submitted for the following in accordance with paragraph entitled, "General Requirements", of this section

Materials; G, AO

Equipment

SECTION 13 34 23 Page 4

Accessories; G, AO

SD-11 Closeout Submittals

Manufacturer's Warranty

Contractor's Warranty for Installation

1.5 Manufacturer's Warranty

1.5.1 Building System Warranty

Furnish manufacturer's no-dollar-limit warranty for the metal building system. The warranty period is to be no less than 1 year from the date of acceptance of the work and be issued directly to the Government. The warranty must provide that if within the warranty period, the metal building system shows evidence of deterioration resulting from defective materials and/or workmanship, correcting of any defects is the responsibility of the metal building system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal building system is under warranty are to be performed within 32 hours after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 32 hours of notification will constitute grounds for having emergency repairs performed by others and will not void the warranty.

1.5.2 Roof System Weather-Tightness Warranty

Furnish manufacturer's no-dollar-limit warranty for the metal panel system. The warranty period is to be no less than 1 year from the date of acceptance of the work and be issued directly to the Government.

The warranty is to provide that if within the warranty period the roof panel system shows evidence of corrosion, perforation, rupture, lost of weather-tightness or excess weathering due to deterioration of the panel system resulting from defective materials and correction of the defective workmanship is to be the responsibility of the metal building system manufacturer.

Repairs that become necessary because of defective materials and workmanship while roof panel system is under warranty are to be performed within 24 hours after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 24 hours of notification will constitute grounds for having emergency repairs performed by others and not void the warranty. Immediate follow-up and completion of permanent repairs must be performed within 7 days from date of notification.

1.5.3 Roof Finish Warranty

Furnish manufacturer's no-dollar-limit warranty for the metal panel system. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government.

The warranty is to provide that if within the warranty period the metal panel system shows evidence of checking, delaminating cracking, peeling, chalk in excess of a numerical rating of eight, as determined by ASTM D4214 test procedures; or change colors in excess of five CIE or Hunter units in accordance with ASTM D2244 or excess weathering due to deterioration of

SECTION 13 34 23 Page 5 the panel system resulting from defective materials and finish or correction of the defective workmanship is to be the responsibility of the metal building system manufacturer.

Liability under this warranty is exclusively limited to replacing the defective coated materials.

Repairs that become necessary because of defective materials and workmanship while roof and wall panel system is under warranty are to be performed within 32 hours after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 32 hours of notification will constitute grounds for having emergency repairs performed by others and not void the warranty.

PART 2 PRODUCTS

2.1 STRUCTURE

Pre-engineered steel guard booth shall be a single unit welded steel construction with galvannealed steel panels on the exterior and tubing with steel panels on the interior.

2.1.1 Structural Loads

Loads to the pre-engineered steel guard booth shall be determined based on the following parameters. Loads to be determined and applied in accordance with the requirements and methodology in ASCE 7. Base Reactions resulting from these applied structural loads are to be documented and submitted.

These base reactions are to be used in the design of the anchorage to foundation.

2.1.1.1 Floor Live Load

Pre-engineered steel guard booth floor shall be designed a minimum floor live load of 75 psf.

2.1.1.2 Minimum Roof Live Load

Pre-engineered steel guard booth roof shall be designed for a minimum construction and maintenance uniform live load of 20 psf.In addition to uniform live load, a minimum concentrated load of 300 pounds shall be used to simulate a construction load on roof panels. The concentrated load shall be applied at the midspan and shall be resisted by a single metal roof panel assumed to be acting as a beam. The undeformed shape of the panel shall be used to determine the section properties.

2.1.1.3 Roof Snow Load

Pre-engineered steel guard booth roof shall be designed for a roof snow based on the following parameters:

Ground Snow Load: Pg = 35 psf.

Exposure Factor: Ce = 1.0 Thermal Factor: Ct= 1.1 Importance Factor: I = 1.0 Snow Density: 18.55 pcf Effects of sliding snow, drifting snow, and rain on snow surcharge shall be included as required.

SECTION 13 34 23 Page 6

2.1.1.4 Wind Loads

Pre-engineered steel guard booth walls and roof shall be designed for wind loads based on the following parameters:

Basic Wind Speed: V = 115 mph Importance Factor: I = 1.0 Exposure Category: C Topographic Factor: Kzt = 1.0 Internal Pressure Coefficients: GCpi = +/- 0.55 Design shall performed with due regard for components and cladding wind loads.

2.1.1.5 Seismic Loads

Pre-engineered steel guard booth structure shall be designed for seismic loads based on the following parameters:

Short Period Spectral Response Acceleration: Ss = 0.16g 1 Second Spectral Response Acceleration: S1 = 0.06g Site Class: B Occupancy Category: II Importance Factor: I =1.0 Seismic Design Category: A Response Factor, R: 3, minimum

2.2 ROOFING AND SIDING

Panels shall conform to ASTM A653/A653M , Grade A, and be ballistic rated in accordance UL 752 to Level III (44 magnum round). Zinc coating shall conform to ASTM A653/A653M and ASTM A924/A924M . Rood seams shall be continuously welded, caulked and waterproofed.

Metal fascia shall be of the same material as the roofing and siding and not less than 26-gage.

Provide lifting rings welded to roof for onsite lifting of the unit.

2.3 FINISH

All steel surfaces shall be painted with a rust inhibitive epoxy primer.

All exposed exterior steel surfaces shall be painted with an industrial acrylic enamel paint.

2.4 ACCESSORIES

Sheet-metal accessories shall be formed of material of the same type and finish as roofing and siding panels and shall be not less than 26-gage.

2.5 INTERIOR PANELS

Panels shall conform to ASTM A653/A653M , grade with an industrial acrylic epoxy finish standard with the manufacturer.

SECTION 13 34 23 Page 7

2.6 INSULATING MATERIALS

2.6.1 Flame Spread

Insulation shall have a flame spread not in excess of 25 and a smoke developed rating not in excess of 50 when tested in accordance with

ASTM E84.

2.6.2 Rigid Board

Board insulation shall conform to ASTM C592. Roof structure shall have an R=17.4, walls R=10.

2.7 WINDOWS

Windows shall be steel and shall be ballistic rated in accordance UL 752 to Level III (44 magnum round) requirement. Windows shall be glazed with bullet resistant glass.

2.8 STEEL DOORS AND FRAMES

Doors and frames shall conform to SDI/DOOR A250.8 .

Door shall be steel and ballistic rated in accordance UL 752 to Level III (44 magnum round).

Sliding steel door suspended from a top mounted track. The door shall suspend from heavy steel axles, all steel ball bearing, and steel wheels.

Tracks shall be heavy duty steel standard to the manufacturer.

Swing doors shall be commercial heavy duty hollow metal 1 3/8" thick with bored lockset, heavy duty hydraulic closer and hinges.

Preparation for hardware shall be in accordance with ANSI/BHMA A156.115 and the manufacturer's standards.

2.9 FINISH HARDWARE

Hardware shall manufacturer's standard and conform to ANSI/BHMA A156.1 , ANSI/BHMA A156.2 , ANSI/BHMA A156.4 , ANSI/BHMA A156.8 .

Finishes shall conform to ANSI/BHMA A156.18 .

2.10 WEATHER-STRIPPING

Weatherstripping for the heads, jambs, and sills of exterior doors shall be the manufacturer's standard.

2.11 GLASS AND GLAZING

Glass shall conform to ASTM C1036. Glass shall be ballistic rated for Level III (.44 Magnum)ammunition.

2.12 LOUVERS

Louvers shall be the manufacturer's standard for galvanized bullet resistant steel conforming to ASTM A653/A653M . Zinc coating shall be in accordance with ASTM A653/A653M and ASTM A924/A924M .

SECTION 13 34 23 Page 8

2.13 GUTTERS AND DOWNSPOUTS

Gutters and downspouts shall conform to ASTM A653/A653M . Zinc coating shall be in accordance with ASTM A653/A653M and ASTM A924/A924M . Material shall be not less than 26-gage.

2.14 Miscellaneous

Base and floor shall be 4 inches in height for outside use. Floors shall be 12-gauge galvanized steel, 4-way tread plate. Four 1/4 inch steel angle clips with pre-drilled holes provided to secure the building.

Anchors shall be galvanized or stainless steel.

Work counter located across the with of the unit shall be painted steel.

A single steel storage drawer shall be provided in the center of the counter.

PART 3 EXECUTION

3.1 ASSEMBLY AND ERECTION

Assembly and erection shall be on a prepared foundation in accordance with the manufacturer's instructions and recommendations.

3.2 WARRANTY

3.2.1 MANUFACTURER'S WARRANTY

Submit all manufacturers' signed warranties to Contracting Officer prior to final commissioning and acceptance.

3.2.2 CONTRACTOR'S WARRANTY for INSTALLATION

Submit contractor's warranty for installation to the Contracting Officer prior to final commissioning and acceptance.

3.2.3 CONTRACTOR'S FIVE (5) YEAR NO PENAL SUM WARRANTY

SECTION 13 34 23 Page 9

CONTRACTOR'S FIVE (5) YEAR NO PENAL SUM WARRANTY

FOR

METAL BUILDING SYSTEM

FACILITY DESCRIPTION:________________________________________________________

BUILDING NUMBER:_____________________________________________________________

CORPS OF ENGINEERS CONTRACT NUMBER:__________________________________________

CONTRACTOR

CONTRACTOR:__________________________________________________________________

ADDRESS:_____________________________________________________________________

POINT OF CONTACT:____________________________________________________________

TELEPHONE NUMBER:____________________________________________________________

OWNER

OWNER:_______________________________________________________________________

ADDRESS:_____________________________________________________________________

POINT OF CONTACT:____________________________________________________________

TELEPHONE NUMBER:____________________________________________________________

CONSTRUCTION AGENT

CONSTRUCTION AGENT:__________________________________________________________

ADDRESS:_____________________________________________________________________

POINT OF CONTACT:____________________________________________________________

TELEPHONE…