Amendment 5.pdf

W16ROE80946030

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is as follow s:

1. The BID OPENING DATE, originally scheduled for 27 June 2008, 2 P.M., EST is hereby changed to 15 July 2008 at 2 P.M. EST.

2. Include revisions to the draw ings, Appendix A,

3. Include revisions to the specif ications, Appendix B,

4. Include responses to contractors questions. FOR INFORMATION PURPOSES ONLY, and

NOTE: Offerors must acknow ledge receipt of this amendment by the date specified in the bid (or as amended) by one of the follow ing methods: In the space provided on the SF 1442, by separate letter, by telegram, or by signing block 15 of the SF 30. FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE

LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 20-Jun-2008

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DS-08-B-0005

X 9B. DATED (SEE ITEM 11)

15-May-2008

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Jun-2008

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-08-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT #5

Bid Opening: The Bid Opening date/time has changed from June 27, 2008 at 2:00 PM to July 15, 2008 at 2:00 PM.

1. Plans:

The following plans have been revised (See Appendix A):

A-503 has been revised to include wall-type schedules/details.

2. Specifications:

The following specs have been added or revised (See Appendix B):

Section 08 71 00 - Added for door hardware specifications.

Section 10 51 13 - Added for locker specifications.

3. Responses to Contractor Questions:

Q1) Please clarify the backfill requirements of the inspection excavation/trench.

A1) The inspection trench is to be back-filled with compacted embankment material.

Q2) The topsoil shown on the cross sections of the plan sheets show the topsoil to be 5” thick.

However, the specification section 32 92 19 page 5 and section 31 00 00 page 16 state that the topsoil is to be 12” thick. Please confirm the depth of topsoil.

A2) The depth of the topsoil is to be 6 inches thick.

Q3) To what depth is the topsoil to be stripped? Can stumps be left in the levee area? If not, can they be ground down and left in place?

A3) The topsoil is to be stripped 12 inches as per Paragraph 2.1 on page 6 of Section 32 92 19.

Stumps are to be removed from the levee area.

Q4) Drawings No. CG-301 and CG-302 (sheet no. 11 and 12) show three foot wide by 5 feet high designated as 5 (common excavation) at the bottom in the center of the Levee. Will this be filled with compacted fill material, concrete or other materials?

W912DS-08-B-0005

A4) It will be filled with compacted embankment material.

Q5) Please provide specifications and/or a schedule for Hardware Sets #1, 2, 3, and 4 on the attached door schedule from page A-601 (Sheet 58 of 84).

A5) Spec Section 08 71 00 has been included for all applicable door schedules.

Q6) What is the purpose of the Inspection Trench and what type of material does it get backfilled with?

A6) The purpose of the inspection trench is to locate any abandoned pipes, holes, debris or unsuitable material within the center of the levee. The material it gets back-filled with is compacted embankment material.

Q7) Please provide a wall-type schedule to correspond with the numbers on drawing A-101.

A7) Plan Sheet A-503 has been revised to include wall-type schedules/details.

Q8) Please let me know the steel piling needs (h-pile, sheet piling, or pipe piling) and the amount required (if any) of this project so that we might quote the appropriate plan holders.

A8) Quantities for steel piling needs can be obtained from the plans and specifications for quotation estimation purposes.

Q9) Under which item will the generator building be paid?

A9) The generator building will be paid under Option #1.

Q10) The limits of the base bid per the proposal differ from the limits shown on the plans. The plans show the base bid limits to be approx STA 65+00 and the proposal states the limits to be STA 62+00. Please clarify.

A10) The Bid Schedule in Section 00010 of the Specifications governs what the contract base award and options will be. Please disregard conflicting notes on the plan sheets.

Q11) Dwg. A-601 There does not appear to be a Door Hardware Schedule. Please advise.

A11) Spec Section 08 71 00 has been revised to include all applicable door schedules.

Q12) Will clean recycled fill be acceptable to use as fill for the levees?

A12) Yes, as long as it meets the drawings and specification requirements.

(End of Summary of Changes)

Appendix A

A-503

A503

A301 A503

A303

WALL DETAIL

SCALE: 1"=1’-0"

G E

N E

R A

T O

R B

U

IL

D

IN

G

M

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

SCALE: 1 1/2"=1’-0"

FIRE-RATED WALL

INTERIOR PARTITION

A503

B

SCALE: 1 1/2"=1’-0"

BRICK EXPANTION

A503

A

SCALE: 1 1/2"=1’-0"

MASONRY CONTROL

JOINT DETAIL (TYP)

JOINT DETAIL (TYP)

FIRE-RATED

CMU PARTITION

P U

T A

M E

N D

M E

N T

T

E X

T H

E R

E

D E

C

CONTINUOUS 3"X 3"X 3/16" STL.

ANGLE SECURED TO METAL DECK

@ 2’-0" O.C.

COMPRESSED JOINT FILLER

(SEE FINISH SCHEDULE)

INTERIOR CMU PARTITION

F il e n a m e

C

D o c u m e n ts a

P lo t d a te

-J

U N

-2

:2

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

C D o c u m e n t s a n d

S e t t i n g s e e n d n a s L o c a l

S e t t i n g s T e m p o r a r y

I n t e r n e t

F i l e s O

L K

A

L

M R

A x x x d g n e e n d n a s

S u b m i t t e d b y

J U

N

P l o t

D a t e

U

.S

A R

M Y

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G

IN

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R D

IS

T

R

IC

T

O R

P S

O F

E N

G I N

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N

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Y O

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N

E W

Y O

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D s ig n e d b w n b k d b u b m it te d b a te iz e

R e v ra w in g f il e n o ra w in g c o d v ie w e d b

8 7 6 5 4 3 2 0

A

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X G

R E

E N

B R

O O

K S

U B

-B A

S

IN

O F

T H

E R

A R

IT

A

N R

IV

E

X-000

H E

T

L

L

N

P

O

V I D

Sheet of 84

S

U B

M

IS

S

IO

N

A u g u s t

G R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

T.O. FASCIA

REF. ELEV. +16’-2"

SOFFIT LINE

REF. ELEV. +14’-0"

V

A R

IE

S

REFER TO

CIVIL DWGS.

4" FACE BRICK

WALL TIES &

JOINT REINF.

@ 16" O.C.

RIGID BOARD

INSULATION

CONTINUOUS

WATERPROOF/

AIR BARRIER

8" CMU

FIN. GRADE

ELEV. 43.33’

MEETING AREASTORAGE AREA

COMPRESSIBLE

NEOPRENE

SEALANT & COMPRESSIBLE

BACKER ROD

CMU-SEE STRUCT

FACE BRICK

RIGID INSUL

IN AIR SPACE

3/8"

KEEP JOINT FREE

OF MORTAR

BRICK

COMPRESSIBLE BACK-UP

MATERIAL

SEALANT TYP. (COLOR

SHALL MATCH MORTAR COLOR)

CERAMIC TILE

SEE FINISH SCHEDULE

PIPE CHASE

GWB PARTITION

TOILET SIDE

VARIES

SEE FLOORPLANS

ELECTRICAL

ROOM SIDE

1/2" GYP. BOARD

MINERAL WOOL BATTS

STC 45, 2 1/2" THICK

@ WALL TYPE 2

1/2" CEMENTITIOUS BACKER

BOARD @ WET AREAS (TYP.)

2 1/2" METAL STUD

@ 16" O.C. WITH

METAL BRACING

CERAMIC TILE

SEE FINISH SCHEDULE

NON-FIRE RATED

GWB PARTITION

NON-FIRE RATED

GWB PARTITION

1/2" GYP. BOARD @ DRY AREAS

SEE FINISH SCHEDULE

MINERAL WOOL BATTS

STC 53, 3" THICK

@ WALL TYPE 3

5"

1/2" CEMENTITIOUS BACKER

BOARD @ WET AREAS (TYP.)

3 5/8" METAL STUD

@ 16" O.C.

SEE FLOOR

PLANS

Appendix B

SECTION 08 71 00

DOOR HARDWARE

10/07

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 in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E 283 (2004) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM F 883 (2004) Padlocks

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

BHMA A156.1 (2006) Butts and Hinges

BHMA A156.12 (2005) Interconnected Locks & Latches

BHMA A156.13 (2005) Mortise Locks & Latches, Series 1000

BHMA A156.15 (2006) Closer Holder Release Devices

BHMA A156.16 (2002) Auxiliary Hardware

BHMA A156.17 (2004) Self Closing Hinges & Pivots

BHMA A156.18 (2006) Materials and Finishes

BHMA A156.2 (2003) Bored and Preassembled Locks and Latches

BHMA A156.21 (2006) Thresholds

BHMA A156.22 (2005) Door Gasketing and Edge Seal Systems

BHMA A156.3 (2001) Exit Devices

BHMA A156.4 (2000) Door Controls - Closers

BHMA A156.5 (2001) Auxiliary Locks & Associated Products

BHMA A156.6 (2005) Architectural Door Trim

BHMA A156.7 (2003) Template Hinge Dimensions

BHMA A156.8 (2005) Door Controls - Overhead Stops and Holders

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2005; Errata 2006; TIA 2006; TIA 2006) Life Safety Code, 2006 Edition

NFPA 80 (2007) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

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

UNDERWRITERS LABORATORIES (UL)

UL 14C (2006) Swinging Hardware for Standard Tin-Clad Fire Doors Mounted Singly and in Pairs

UL Bld Mat Dir (2007) Building Materials Directory

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

SD-02 Shop Drawings

Hardware schedule; G, RO

Keying system

SD-03 Product Data

Hardware items; G, RO

SD-08 Manufacturer's Instructions

Installation

SD-10 Operation and Maintenance Data

Hardware Schedule items, Data Package 1; G, RO

Submit data package in accordance with Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

SD-11 Closeout Submittals

Key Bitting

1.3 HARDWARE SCHEDULE

Prepare and submit hardware schedule in the following form:

Reference Mfr. UL Mark Publi- Name Key (If fire BHMA Hard- cation and Con- rated Finish ware Quan- Type Catalog trol and Designa- Item tity Size No. Finish No. Symbols listed) tion

1.4 KEY BITTING CHART REQUIREMENTS

Submit key bitting charts to the Contracting Officer prior to completion of the work. Include:

a. Complete listing of all keys (AA1, AA2, etc.).

b. Complete listing of all key cuts (AA1-123456, AA2-123458).

c. Tabulation showing which key fits which door.

d. Copy of floor plan showing doors and door numbers.

e. Listing of 20 percent more key cuts than are presently required in each master system.

1.5 QUALITY ASSURANCE

1.5.1 Hardware Manufacturers and Modifications

Provide, as far as feasible, locks, hinges, and closers of one lock, hinge, or closer manufacturer's make. Modify hardware as necessary to provide features indicated or specified.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver hardware in original individual containers, complete with necessary appurtenances including fasteners and instructions. Mark each individual container with item number as shown in hardware schedule. Deliver permanent keys to the Contracting Officer, either directly or by certified mail. Deliver construction master keys with the locks.

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

Provide hardware to be applied to metal manufactured to template. Promptly furnish template information or templates to door and frame manufacturers.

Conform to BHMA A156.7 for template hinges. Coordinate hardware items to prevent interference with other hardware.

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

Provide all hardware necessary to meet the requirements of NFPA 80 for fire doors and NFPA 101 for exit doors, as well as to other requirements indicated, even if such hardware is not specifically mentioned under paragraph entitled "Hardware Schedule." Provide the label of Underwriters Laboratories, Inc. for such hardware listed in UL Bld Mat Dir or labeled and listed by another testing laboratory acceptable to the Contracting Officer.

2.3 HARDWARE ITEMS

Clearly and permanently mark with the manufacturer's name or trademark, hinges, pivots, locks, latches, exit devices, bolts and closers where the identifying mark will be visible after the item is installed. For closers with covers, the name or trademark may be beneath the cover.

2.3.1 Hinges

BHMA A156.1, 4-1/2 by 4-1/2 inch unless otherwise indicated. Construct loose pin hinges for exterior doors and reverse-bevel interior doors so that pins will be nonremovable when door is closed. Other antifriction bearing hinges may be provided in lieu of ball-bearing hinges.

2.3.2 Pivots

BHMA A156.4.

2.3.3 Spring Hinges

BHMA A156.17.

2.3.4 Locks and Latches

2.3.4.1 Mortise Locks and Latches

BHMA A156.13, Series 1000, Operational Grade 1, Security Grade 2. Provide mortise locks with escutcheons not less than 7 by 2-1/4 inch with a bushing at least 1/4 inch long. Cut escutcheons to suit cylinders and provide trim items with straight, beveled, or smoothly rounded sides, corners, and edges. Install knobs and roses of mortise locks with screwless shanks and no exposed screws.

2.3.5 Exit Devices

BHMA A156.3, Grade 1. Provide adjustable strikes for rim type and vertical rod devices. Provide open back strikes for pairs of doors with mortise and vertical rod devices. Provide touch bars in lieu of conventional crossbars and arms. Provide escutcheons, not less than 7 by 2-1/4 inch.

2.3.6 Cylinders and Cores

Provide cylinders for new locks, including locks provided under other sections of this specification. Provide fully compatible cylinders with products of the Best Lock Corporation with interchangeable cores which are removable by a special control key. Factory set the cores with seven pin tumblers using the A4 system and F keyway. Submit a core code sheet with the cores. Provide master keyed cores in one system for this project.

Provide construction interchangeable cores.

2.3.7 Keying System

Provide master keying system by "BEST" and interchangeable cores.

2.3.8 Lock Trim

Cast, forged, or heavy wrought construction and commercial plain design.

2.3.8.1 Knobs and Roses

Conform to the minimum test requirements of BHMA A156.2 and BHMA A156.13 for knobs, roses, and escutcheons. For unreinforced knobs, roses, and escutcheons, provide 0.050 inch thickness. For reinforced knobs, roses, and escutcheons, provide outer shell of 0.035 inch thickness, and combined thickness of 0.070 inch, except for knob shanks, which are 0.060 inch thick.

2.3.8.2 Lever Handles

Provide lever handles in lieu of knobs . Conform to the minimum requirements of BHMA A156.13 for mortise locks of lever handles for exit devices. Provide lever handle locks with a breakaway feature (such as a weakened spindle or a shear key) to prevent irreparable damage to the lock when force in excess of that specified in BHMA A156.13 is applied to the lever handle. Provide lever handles return to within 1/2 inch of the door face.

2.3.8.3 Texture

Provide knurled or abrasive coated knobs or lever handles.

2.3.9 Keys

Furnish one file key, one duplicate key, and one working key for each key change. Furnish one additional working key for each lock of each keyed-alike group. Furnish a quantity of key blanks equal to 20 percent of the total number of file keys. Stamp each key with appropriate key control symbol and "U.S. property - Do not duplicate." Do not place room number on keys.

2.3.10 Door Bolts

BHMA A156.16. Provide dustproof strikes for bottom bolts, except for doors having metal thresholds. Automatic latching flush bolts: BHMA A156.3, Type 25.

2.3.11 Closers

BHMA A156.4, Series C02000, Grade 1, with PT 4C. Provide with brackets, arms, mounting devices, fasteners, and other features necessary for the particular application. Size closers in accordance with manufacturer's recommendations, or provide multi-size closers, Sizes 1 through 6, and list sizes in the Hardware Schedule. Provide manufacturer's 10 year warranty.

2.3.11.1 Identification Marking

Engrave each closer with manufacturer's name or trademark, date of manufacture, and manufacturer's size designation located to be visible after installation.

2.3.12 Overhead Holders

BHMA A156.8.

2.3.13 Closer Holder-Release Devices

BHMA A156.15.

2.3.14 Door Protection Plates

BHMA A156.6.

2.3.14.1 Sizes of Kick Plates

2 inch less than door width for single doors; one inch less than door width for pairs of doors. Provide 10 inch kick plates for flush doors.

2.3.15 Door Stops and Silencers

BHMA A156.16. Silencers Type L03011. Provide three silencers for each single door, two for each pair.

2.3.16 Padlocks

ASTM F 883.

2.3.17 Thresholds

BHMA A156.21. Use J35100, with vinyl or silicone rubber insert in face of stop, for exterior doors opening out, unless specified otherwise.

2.3.18 Weather Stripping Gasketing

BHMA A156.22. Provide the type and function designation where specified in paragraph entitled "Hardware Schedule". Provide a set to include head and jamb seals, sweep strips. Air leakage of weather stripped doors not to exceed 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E 283. Provide weather stripping with one of the following:

2.3.18.2 Interlocking Type

Zinc or bronze not less than 0.018 inch thick.

2.3.18.3 Spring Tension Type

Spring bronze or stainless steel not less than 0.008 inch thick.

2.3.19 Lightproofing Gasketing

BHMA A156.22. Include adjustable doorstops at head and jambs and an automatic door bottom per set, both of extruded aluminum, anodized, surface applied, with vinyl fin seals between plunger and housing. Provide doorstops with solid neoprene tube, silicone rubber, or closed-cell sponge gasket. Furnish door bottoms with adjustable operating rod and silicone rubber or closed-cell sponge neoprene gasket. Doorstops mitered at corners. Provide the type and function designation where specified in paragraph entitled "Hardware Sets".

2.3.20 Rain Drips

Extruded aluminum, not less than 0.08 inch thick, anodized. Set drips in sealant and fasten with stainless steel screws.

2.3.20.1 Door Rain Drips

Approximately 1-1/2 inch high by 5/8 inch projection. Align bottom with bottom edge of door.

2.3.20.2 Overhead Rain Drips

Approximately 1-1/2 inch high by 2-1/2 inch projection, with length equal to overall width of door frame. Align bottom with door frame rabbet.

2.3.21 Special Tools

Provide special tools, such as spanner and socket wrenches and dogging keys, required to service and adjust hardware items.

2.4 FASTEMERS

Provide fasteners of proper type, quality, size, quantity, and finish with hardware. Provide stainless steel or nonferrous metal fasteners that are exposed to weather. Provide fasteners o type necessary to accomplish a permanent intallation.

PART 3 EXECUTION

3.1 INSTALLATION

Install hardware in accordance with manufacturers' printed installation instructions. Fasten hardware to wood surfaces with full-threaded wood screws or sheet metal screws. Provide machine screws set in expansion shields for fastening hardware to solid concrete and masonry surfaces.

Provide toggle bolts where required for fastening to hollow core construction. Provide through bolts where necessary for satisfactory installation.

3.1.1 Weather Stripping Installation

Handle and install weather stripping to prevent damage. Provide full contact, weather-tight seals. Operate doors without binding.

3.1.1.1 Stop-Applied Weather Stripping

Fasten in place with color-matched sheet metal screws not more than 9 inch on center after doors and frames have been finish painted.

3.1.1.2 Interlocking Type Weather Stripping

Provide interlocking, self-adjusting type on heads and jambs and flexible hook type at sills. Nail weather stripping to door one inch on centerand to heads and jambs at 4 inch on center

3.1.1.3 Spring Tension Type Weather Stripping

Provide spring tension type on heads and jambs. Provide bronze nails with bronze, stainless steel nails with stainless steel. Space nails not more than 1-1/2 inch on center.

3.1.2 Lightproofing Installation

Install as specified for stop-applied weather stripping.

3.1.3 Threshold Installation

Extend thresholds the full width of the opening and notch end for jamb stops. Set thresholds in a full bed of sealant and anchor to floor with cadmium-plated, countersunk, steel screws in expansion sleeves.

3.2 FIRE DOORS AND EXIT DOORS

Install hardware in accordance with NFPA 80 for fire doors, NFPA 101 for exit doors.

3.3 HARDWARE LOCATIONS

SDI/DOOR A250.8, unless indicated or specified otherwise.

a. Kick and Armor Plates: Push side of single-acting doors. Both sides of double-acting doors.

b. Mop Plates: Bottom flush with bottom of door.

3.4 KEY CABINET AND CONTROL SYSTEM

Locate where. Tag one set of file keys and one set of duplicate keys.

Place other keys in appropriately marked envelopes, or tag each key.

Furnish complete instructions for setup and use of key control system. On tags and envelopes, indicate door and room numbers or master or grand master key.

3.5 FIELD QUALITY CONTROL

After installation, protect hardware from paint, stains, blemishes, and other damage until acceptance of work. Submit notice of testing 15 days before scheduled, so that testing can be witnessed by the Contracting Officer. Adjust hinges, locks, latches, bolts, holders, closers, and other items to operate properly. Demonstrate that permanent keys operate respective locks, and give keys to the Contracting Officer. Correct, repair, and finish, as directed, errors in cutting and fitting and damage to adjoining work.

3.6 HARDWARE SETS

Provide hardware for aluminum doors under this section. Deliver Hardware templates and hardware, except field-applied hardware to the aluminum door and frame manufacturer for use in fabricating the doors and frames.

LIST OF HARDWARE SETS

HW-1 & 2 (Doors #1 and #2, each pair)

3 Pair Hinges A2112 x 626 x NRP 2 Exit Devices Type 1-05 x 630 2 Closers C02021 2 Kick Plates J102 x 630 1 Threshold Type 26 x insert 1 Set Weatherstripping R0D165

HW-3 (Door #4)

3 Pair Hinges A2112 x 626 x NRP 1 Lockset F04 x 630 1 Closer C02021 1 Kick Plate J102 x 630 1 Wall Bumper L02251

HW-4 (Door #5)

1-1/2 Pair Hinges A8112 x 652 1 Pull Plate J405 x 630 1 Push Plate J301 x 630

-- End of Section --

Green Brook R-2 Levee, Floodwall & Pump Station, Bound Brook, NJ GRNBKR2

SECTION 10 51 13

METAL LOCKERS

07/07

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 A 568/A 568M (2007) Standard Specifications for Steel, Sheet, Carbon, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS AA-L-00486 (Rev J) Lockers, Clothing, Steel

1.2 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-02 Shop Drawings

Types; G, RO

Location; G, RO

Installation

SD-03 Product Data

Material

Locking Devices

Lock Control Chart

Handles

Finish

Locker components

Assembly instructions

SD-04 Samples

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Color chips; G, RO

1.3 DELIVERY, HANDLING, AND STORAGE

Deliver lockers and associated materials in their original packages, containers, or bundles bearing the manufacturer's name and the name of the material. Protect from weather, soil, and damage during delivery, storage, and construction.

1.4 FIELD MEASUREMENTS

To ensure proper fits, make field measurements prior to the preparation of drawings and fabrication. Verify correct location

1.5 QUALITY ASSURANCE

1.5.1 Color Chips

Provide a minimum of three color chips, not less than 3 inches square, of each color shade of gray.

Government may request performance-characteristic tests on assembled lockers. Tests and results must conform to FS AA-L-00486. Lockers not conforming will be rejected.

PART 2 PRODUCTS

2.1 TYPES

Locker must have the following type and size in the location and quantities indicated. Locker finish colors will be as scheduled.

2.1.1 Single-tier Lockers

Single-tier lockers must be as follows:

Type STC-2: Single-tier locker 15 inches wide, 18 inches deep, and 72 inches high, attached to 6-inch high closed base

2.2 MATERIAL

2.2.1 Steel Sheet

ASTM A 568/A 568M, commercial quality, minimized spangle material. Prepare material surfaces for baked enamel finishing in accordance with

FS AA-L-00486.

2.2.2 Finish

FS AA-L-00486.

2.2.2.1 Color

As selected.

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2.3 COMPONENTS

2.3.1 Built-In Locks

FS AA-L-00486. Provide locking devices as a padlock eye in the door latching mechanism.

Built-in locks are not required.

2.3.2 Coat Hooks

FS AA-L-00486, zinc plated.

2.3.3 Hanger Rods

FS AA-L-00486.

2.3.4 Door Handles

FS AA-L-00486. Provide zinc alloy or steel handles with a chromium coating.

2.3.5 Doors

FS AA-L-00486, not less than 0.0598 inch thick steel sheet.

2.3.5.1 Hinges

In addition to the requirements of FS AA-L-00486, provide 5-knuckle hinges, minimum 2 inches high. Fabricate knuckle hinges from not less than 0.0787 inch thick steel sheet. A full height piano hinge may be provided if standard with the manufacturer. Weld or bolt hinges to the door frame.

Weld, bolt, or rivet hinges to the door.

2.3.5.2 Latching Mechanisms

FS AA-L-00486.

2.3.6 Latch Strikes

FS AA-L-00486. Fabricate from not less than 0.0787 inch thick steel sheet, except latch strike may be continuous from top to bottom and fabricated as part of the door framing.

2.3.7 Silencers

FS AA-L-00486.

2.3.8 Back and Side Panels, Tops, and Bottoms

FS AA-L-00486, not less than 0.0474 inch thick steel sheet.

2.3.9 Sloping Locker Tops

Provide sloping locker tops in addition to the locker-section flat tops.

Sloping tops must be continuous in length. Provide fillers or closures at the exposed end of sloping tops. Fabricate sloping tops from not less than 0.0478-inch thick steel sheet.

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2.3.10 Shelves

FS AA-L-00486. Fabricate from not less than 0.0598 inch thick steel sheet.

2.3.11 Base Panels

FS AA-L-00486.

2.3.12 Legs

FS AA-L-00486.

2.3.13 Number Plates

FS AA-L-00486. Aluminum. Provide consecutive numbers starting from 1.

2.3.14 Fastening Devices

Provide bolts, nuts, and rivets as specified in FS AA-L-00486.

PART 3 EXECUTION

3.1 ASSEMBLY AND INSTALLATION

Assemble lockers according to the locker manufacturer's instructions.

Align lockers horizontally and vertically. Secure lockers to wall and base with screws as indicated. Bolt adjacent lockers together. Adjust doors to operate freely without sticking or binding and to ensure they close tightly.

3.2 NUMBERING SYSTEM

Install number plates on lockers consecutively.

3.3 FIELD QUALITY CONTROL

3.3.1 Testing

Government may request performance-characteristic tests on assembled lockers in accordance with FS AA-L-00486. Lockers not conforming will be rejected.

3.3.2 Repairing

Remove and replace damaged and unacceptable portions of completed work with new.

3.3.3 Cleaning

Clean surfaces of the work, and adjacent surfaces soiled as a result of the work, in an approved manner. Remove equipment, surplus materials, and rubbish from the site.

-- End of Section --

SECTION 10 51 13 Page 4