B3_AMENDMENT__0003.pdf

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The Solicitation for McAllen Central Processing Center (CPC) 22K Building Renovation, Rio Grande Valley Sector at McAllen, Texas is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date 05 Feb 2016, 2:00 p.m., Central Time as previously stated.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W912G-15-B-0029

X 9B. DATED (SEE ITEM 11)

05-Jan-2016

10B. DATED (SEE ITEM 13)

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 is extended, X 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

26-Jan-2016

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

X 1

W9126G-15-B-0029

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Replacement Sections: The following sections bearing the notation “W9126G-15-B-0029, Amendment No. 0003” have been replaced in their entirety:

• 07 92 00 – JOINT SEALANTS

• 08 71 63 – DETENTION HARDWARE

2. New Sections: The following new sections bearing the notation “W9126G-15-B-0029, Amendment No.

0003” have been added to the solicitation in its entirety:

• 01 58 00 – PROJECT IDENTIFICATION

• 10 51 16 – HOLDING AREA BENCHES

3. Replacement Drawings: The following sections bearing the notation “AM0003” have been replaced in their entirety:

• AA-002

• AA-102

• AA-503

• AA-601

4. Appendices: The following new appendices bearing the notation “W9126G-15-B-0029, Amendment No. 0003” have been added to the solicitation in its entirety:

• APPENDIX G – FF&E

End of Summary of Changes

McAllen CPC Renovation BPCPCMCA

SECTION 01 58 00

PROJECT IDENTIFICATION

PART 1 GENERAL

1.1 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 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Preliminary one line drawings of project rendering; G preliminary drawing indicating layout and text content; G

Sign Legend Orders; G

SD-04 Samples

Final rendering sample; G

Final framed rendering and copies; G

1.2 QUALITY ASSURANCE

1.2.1 Rendering

Provide the project rendering in accordance with the following drawing stages as required in paragraph entitled "Submittals". The following submittal data is required to properly identify the appropriate view and approve the final rendering of the facility. The final painted rendering will be used to produce the image for the signboard and framed photographic copies provided to the Contracting Officer.

1.2.1.1 Preliminary One Line Drawings

Provide three different views of the facility in a preliminary single line drawing (black and white) format. These three views will represent the best angles at which to view the proposed facility showing the best design features and the three dimensional character of the facility.

1.2.1.2 Final Rendering Sample

Provide a photographic copy ( 8 by 10 inches minimum size) of final rendering for approval of color, landscaping, and foreground/background development prior to final submittal.

1.2.1.3 Final Framed Rendering and Copies

Provide final full color rendering of the proposed facility as specified.

SECTION 01 58 00 Page 1

W9126G-15-B-0029, Amendment No. 0003

McAllen CPC Renovation BPCPCMCA

1.3 PROJECT SIGN

1.3.1 [Enter Appropriate Subpart Title Here]Furnish and apply a decal of the Corps of Engineer's Castle and one for the user agency's shield.

Stencils may used in lieu of decals provided the dimensions are the same.

Apply a thin coat of clear spar varnish to decals after application. If stencils are used, paint the Corps' castle with approved white and red colors and the Using Agency's shield with approved colors. Use semigloss, exterior type enamel or latex paint.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 58 00 Page 2

SECTION 07 92 00

JOINT SEALANTS

01/07

AMENDMENT NO. 003

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 C1311 (2014) Standard Specification for Solvent Release Agents

ASTM C509 (2006; R 2011) Elastomeric Cellular Preformed Gasket and Sealing Material

ASTM C734 (2006; R 2012) Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

ASTM C834 (2014) Latex Sealants

ASTM C919 (2012) Use of Sealants in Acoustical Applications

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1667 (2005; R 2011) Flexible Cellular Materials

- Poly (Vinyl Chloride) Foam (Closed-Cell)

ASTM D217 (2010) Cone Penetration of Lubricating Grease

ASTM D2452 (2003; R 2009) Standard Test Method for Extrudability of Oil- and Resin-Base Caulking Compounds

ASTM D2453 (2003; R 2009) Standard Test Method for Shrinkage and Tenacity of Oil- and Resin-Base Caulking Compounds

ASTM E84 (2014) Standard Test Method for Surface Burning Characteristics of Building Materials

1.2 SUBMITTALS

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

submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-03 Product Data

Sealants

Primers

Bond breakers

Backstops

Manufacturer's descriptive data including storage requirements, shelf life, curing time, instructions for mixing and application, and primer data (if required). Provide a copy of the Material Safety Data Sheet for each solvent, primer or sealant material.

SD-07 Certificates

Sealant

Certificates of compliance stating that the materials conform to the specified requirements.

1.3 ENVIRONMENTAL CONDITIONS

Apply sealant when the ambient temperature is between 40 and 90 degrees F.

1.4 DELIVERY AND STORAGE

Deliver materials to the job site in unopened manufacturers' external shipping containers, with brand names, date of manufacture, [color,] and material designation clearly marked thereon. Label elastomeric sealant containers to identify type, class, grade, and use. Carefully handle and store materials to prevent inclusion of foreign materials or subjection to sustained temperatures exceeding 90 degrees F or less than 0 degrees F.

1.5 QUALITY ASSURANCE

1.5.1 Compatibility with Substrate

Verify that each of the sealants are compatible for use with joint substrates.

1.5.2 Joint Tolerance

Provide joint tolerances in accordance with manufacturer's printed instructions.

1.5.3 Mock-Up

Project personnel is responsible for installing sealants in mock-up [prepared by other trades], using materials and techniques approved for use on the project.

1.6 SPECIAL WARRANTY

Guarantee sealant joint against failure of sealant and against water penetration through each sealed joint for [five] [_____] years.

PART 2 PRODUCTS

2.1 SEALANTS

Provide sealant that has been tested and found suitable for the substrates to which it will be applied.

2.1.1 Interior Sealant

Provide [ASTM C834] [ASTM C920, Type S or M, Grade NS, Class 12.5, Use NT].

Location(s) and color(s) of sealant for the following:

LOCATION COLOR

a. Small voids between walls or partitions and adjacent lockers, casework, shelving, door frames, built-in or surface-mounted equipment and fixtures, and similar items.

[As selected] [Gray] [White

b. Perimeter of frames at doors, windows, and access panels which adjoin exposed interior concrete and masonry surfaces.

[_____]To match adjacent wall surface

c. Joints of interior masonry walls and partitions which adjoin columns, pilasters, concrete walls, and exterior walls unless otherwise detailed.

[_____]To match masonry finished color

d. Joints between edge members for acoustical tile and adjoining vertical surfaces.

[_____]White

e. Interior locations, not otherwise indicated or specified, where small voids exist between materials specified to be painted.

[_____]White

f. Joints between bathtubs and ceramic tile; joints between shower receptors and ceramic tile; joints formed where nonplaner tile surfaces meet.

[_____]To match tile grout color

g. Joints formed between tile floors and tile base cove;

joints between tile and dissimilar materials; joints occurring where substrates change.

[_____]To match tile grout color

LOCATION COLOR

h. Behind escutcheon plates at valve pipe penetrations and showerheads in showers.

[_____]Gray

i. [_____] [_____]

2.1.2 Exterior Sealant

For joints in vertical surfaces, provide ASTM C920, Type S or M, Grade NS, Class 25, Use NT. For joints in horizontal surfaces, provide ASTM C920, Type S or M, Grade P, Class 25, Use T. Provide location(s) and color(s) of sealant as follows:

LOCATION COLOR

a. Joints and recesses formed where frames and subsills of windows, doors, louvers, and vents adjoin masonry, concrete, or metal frames. Use sealant at both exterior and interior surfaces of exterior wall penetrations.

[Match adjacent surface color] [As selected] [Gray] [White]

b. Joints between new and existing exterior masonry walls.

(AM#3)Match adjacent surface color

(AM#3) [_____]

c. Masonry joints where shelf angles occur.

[_____]Not Used

d. Joints in wash surfaces of stonework.

(AM#3)Match adjacent surface color

(AM#3) [_____]

e. Expansion and control joints. (AM#3)Match adjacent surface color

(AM#3) [_____]

f. Interior face of expansion joints in exterior concrete or masonry walls where metal expansion joint covers are not required.

[_____]Not Used

g. Voids where items pass through exterior walls.

[_____]Match adjacent surface color

h. Metal reglets, where flashing is inserted into masonry joints, and where flashing is penetrated by coping dowels.

(AM#3)Match adjacent surface color

(AM#3) [_____]

LOCATION COLOR

i. Metal-to-metal joints where sealant is indicated or specified.

(AM#3)Match adjacent surface color

(AM#3) [_____]

j. Joints between ends of gravel stops, fascias, copings, and adjacent walls.

(AM#3)Match adjacent surface color

(AM#3) [_____]

k. [_____] [_____]

2.1.3 Floor Joint Sealant

ASTM C920, Type S or M, Grade P, Class 25, Use T. Provide location(s) and color(s) of sealant as follows:

LOCATION COLOR

a. Seats of metal thresholds for exterior doors.

[As selected] [Gray] [White]

b. Control and expansion joints in floors, slabs, ceramic tile, and walkways.

2.1.3 Acoustical Sealant

[_____] Rubber or polymer-based acoustical sealant conforming to ASTM C919 must have a flame spread of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. Acoustical sealant must have a consistency of 250 to 310 when tested in accordance with ASTM D217, and must remain flexible and adhesive after 500 hours of accelerated weathering as specified in ASTM C734, and must be non-staining.

2.1.4 Preformed Sealant

Provide preformed sealant of polybutylene or isoprene-butylene based pressure sensitive weather resistant tape or bead sealant capable of sealing out moisture, air and dust when installed as recommended by the manufacturer. At temperatures from minus 30 to plus 160 degrees F, the sealant must be non-bleeding and no loss of adhesion.

2.1.4.1 Tape

[_____] Tape sealant: Provide cross-section dimensions of [_____]as required for intended purpose.

2.1.4.2 Bead

[_____] Bead sealant: Provide cross-section dimensions of [_____]as required for intended purpose.

2.1.4.3 Foam Strip

Provide [_____] foam strip of polyurethane foam; with cross-section dimensions of [_____]. Provide foam strip capable of sealing out moisture, air, and dust when installed and compressed as recommended by the manufacturer. Service temperature must beminus 40 to plus 275 degrees F.

Furnish untreated strips with adhesive to hold them in place. Do not allow adhesive to stain or bleed into adjacent finishes. Saturate treated strips with butylene waterproofing or impregnated with asphalt.

2.2 PRIMERS

Provide a nonstaining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application.

2.3 BOND BREAKERS

Provide the type and consistency recommended by the sealant manufacturer to prevent adhesion of the sealant to backing or to bottom of the joint.

2.4 BACKSTOPS

Provide glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foams free from oil or other staining elements as recommended by sealant manufacturer. Provide 25 to 33 percent oversized backing for closed cell and 40 to 50 percent oversized backing for open cell material, unless otherwise indicated. Make backstop material compatible with sealant. Do not use oakum [, [_____]] and other types of absorptive materials as backstops.

2.4.1 Rubber

Conform to ASTM D1056, [Type 1, open cell,] [or] [Type 2, closed cell,] Class [A] [B] [D], Grade [_____], [round] [_____] cross section for [_____] cellular rubber sponge backing.

2.4.2 PVC

Conform to ASTM D1667, Grade [VO 12] [_____], open-cell foam, [round] [_____] cross section for [_____] Polyvinyl chloride (PVC) backing.

2.4.3 Synthetic Rubber

Conform to ASTM C509, Option [I] [II], Type [I] [II] preformed [rods] [or] [ tubes] for [_____] Synthetic rubber backing.

2.4.4 Neoprene

Conform to ASTM D1056, [closed cell expanded neoprene cord Type 2, Class C, Grade [2C2] [_____]] [open cell neoprene sponge Type 1, Class C, Grade [1C3 ] [_____]] for [_____] Neoprene backing.

2.4.5 Butyl Rubber Based

Provide Butyl Rubber Based Sealants of single component, solvent release, color [as selected] [_____], conforming to ASTM C1311.

2.4.6 Silicon Rubber Base

Provide Silicon Rubber Based Sealants of single component, solvent release, color [as selected] [_____], conforming to ASTM C920, Non-sag, Type [_____1], Grade [_____2C2], Class [25] [_____].

2.5 CAULKING

Conform to ASTM D2452 and ASTM D2453, Type [_____Latex, or acrylic latex silicone blend, color to match adjacent wall surface as much as possible], for [_____] Oil- and resin-based caulking.

2.6 CLEANING SOLVENTS

Provide type(s) recommended by the sealant manufacturer [except for aluminum and bronze surfaces that will be in contact with sealant].

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Clean surfaces from dirt frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion.

Remove oil and grease with solvent. Surfaces must be wiped dry with clean cloths. When resealing an existing joint, remove existing caulk or sealant prior to applying new sealant. For surface types not listed below, contact sealant manufacturer for specific recommendations.

3.1.1 Steel Surfaces

Remove loose mill scale by sandblasting or, if sandblasting is impractical or would damage finish work, scraping and wire brushing. Remove protective coatings by sandblasting or using a residue-free solvent.

3.1.2 Aluminum or Bronze Surfaces

Remove temporary protective coatings from surfaces that will be in contact with sealant. When masking tape is used as a protective coating, remove tape and any residual adhesive just prior to sealant application. For removing protective coatings and final cleaning, use nonstaining solvents recommended by the manufacturer of the item(s) containing aluminum or bronze surfaces.

3.1.3 Concrete and Masonry Surfaces

Where surfaces have been treated with curing compounds, oil, or other such materials, remove materials by sandblasting or wire brushing. Remove laitance, efflorescence and loose mortar from the joint cavity.

3.1.4 Wood Surfaces

Keep wood surfaces to be in contact with sealants free of splinters and sawdust or other loose particles.

3.2 SEALANT PREPARATION

Do not add liquids, solvents, or powders to the sealant. Mix multicomponent elastomeric sealants in accordance with manufacturer's instructions.

3.3 APPLICATION

3.3.1 Joint Width-To-Depth Ratios

a. Acceptable Ratios:

JOINT WIDTH JOINT DEPTH

Minimum Maximum

For metal, glass, or other nonporous surfaces:

1/4 inch (minimum) 1/4 inch 1/4 inch over 1/4 inch 1/2 of width Equal to width

For wood, concrete, masonry, stone, or [_____]:

1/4 inch (minimum) 1/4 inch 1/4 inch over 1/4 inch to 1/2 inch 1/4 inch Equal to width over 1/2 inch to 2 inch 1/2 inch 5/8 inch

Over 2 inch As recommended by sealant manufacturer

b. Unacceptable Ratios: Where joints of acceptable width-to-depth ratios have not been provided, clean out joints to acceptable depths and grind or cut to acceptable widths without damage to the adjoining work.

Grinding is not required on metal surfaces.

3.3.2 Masking Tape

Place masking tape on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or sealant smears.

Remove masking tape within 10 minutes after joint has been filled and tooled.

3.3.3 Backstops

Install backstops dry and free of tears or holes. Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified. Install backstops in the following locations:

a. Where indicated.

b. Where backstop is not indicated but joint cavities exceed the acceptable maximum depths specified in paragraph entitled, "Joint

Width-to-Depth Ratios".

3.3.4 Primer

Immediately prior to application of the sealant, clean out loose particles from joints. Where recommended by sealant manufacturer, apply primer to joints in concrete masonry units, wood, and other porous surfaces in accordance with sealant manufacturer's instructions. Do not apply primer to exposed finish surfaces.

3.3.5 Bond Breaker

Provide bond breakers to the back or bottom of joint cavities, as recommended by the sealant manufacturer for each type of joint and sealant used, to prevent sealant from adhering to these surfaces. Carefully apply the bond breaker to avoid contamination of adjoining surfaces or breaking bond with surfaces other than those covered by the bond breaker.

3.3.6 Sealants

Provide a sealant compatible with the material(s) to which it is applied.

Do not use a sealant that has exceeded shelf life or has jelled and can not be discharged in a continuous flow from the gun. Apply the sealant in accordance with the manufacturer's printed instructions with a gun having a nozzle that fits the joint width. Force sealant into joints to fill the joints solidly without air pockets. Tool sealant after application to ensure adhesion. Make sealant uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints, apply sealant, and tool smooth as specified. Apply sealer over the sealant when and as specified by the sealant manufacturer.

3.4 PROTECTION AND CLEANING

3.4.1 Protection

Protect areas adjacent to joints from sealant smears. Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled.

3.4.2 Final Cleaning

Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean and neat condition.

a. Masonry and Other Porous Surfaces: Immediately scrape off fresh sealant that has been smeared on masonry and rub clean with a solvent as recommended by the sealant manufacturer. Allow excess sealant to cure for 24 hour then remove by wire brushing or sanding.

b. Metal and Other Non-Porous Surfaces: Remove excess sealant with a solvent-moistened cloth.

-- End of Section --

SECTION 08 71 63

DETENTION HARDWARE

04/06

Amendment 0003

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.

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2013) Butts and Hinges

ANSI/BHMA A156.16 (2008) Auxiliary Hardware

ANSI/BHMA A156.18 (2012) Materials and Finishes

ANSI/BHMA A156.4 (2008) Door Controls - Closers

ANSI/BHMA A156.5 (2010) Auxiliary Locks and Associated Products

ANSI/BHMA A156.6 (2010) Architectural Door Trim

ANSI/BHMA A156.7 (2003; R 2009) Template Hinge Dimensions

ANSI/BHMA A156.8 (2010) Door Controls - Overhead Stops and Holders

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2012; Amendment 1 2012) Life Safety Code

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013) National Electrical Code

NFPA 70 (2011; Errata 2 2012) National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 1034 (2011) Burglary-Resistant Electric Locking Mechanisms

UL 10B (2008; Reprint Apr 2009) Fire Tests of Door Assemblies

UL 228 (2006; Reprint Nov 2008) Door Closers-Holders, With or Without Integral Smoke Detectors

UL 437 (2013) Key Locks

UL 634 (2007; Reprint Mar 2013) Connectors and Switches for Use with Burglar-Alarm Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are [for Contractor Quality Control approval.][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 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Detention hardware schedule

SD-02 Shop Drawings

Type 1 lock

Type 3 lock

Door position switches

Detention hinges

Submit complete system wiring diagrams for locks and controls, following approval of the detention hardware schedule. Indicate electrical requirements for locks and controls.

SD-03 Product Data

Keys and cylinders

Detention hinges

Detention locks

Door trim

Door position switches

Security door accessories

Submit details of construction and methods of installation, finishes, sizes, shape, alloy and thickness of materials. Include wiring details and electrical specifications.

SD-10 Operation and Maintenance Data

Detention locks, Data Package 5[; G][; G, [_____]]

DOOR CLOSERS, Data Package 5[; G][; G, [_____]]

Door position switches, Data Package 5[; G][; G, [_____]]

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

1.3 QUALITY ASSURANCE

1.3.1 Qualifications of Installer

The work shall be installed by a detention equipment installer approved by the detention hardware manufacturer.

1.3.2 Regulatory Requirements

a. Electrically controlled, monitored, and operated detention hardware and related components shall meet applicable requirements of NFPA 70.

b. Detention hardware for labeled fire doors shall meet applicable requirements of UL 10B and be listed (labeled).

c. Detention hardware for doors that are considered "Means of Egress" shall meet applicable requirements of NFPA 101.

d. Electrically operated detention locks shall meet applicable requirements of UL 1034 and be listed (labeled).

1.3.3 Schedule Requirements

Submit detention hardware schedule at the same time hardware samples are submitted. Schedule shall include quantities, manufacturer's catalog numbers, descriptive information, location, sizes, finish, key control symbols including keying systems for each piece. Use the same door marks as shown on the schedule in the contract documents.

1.4 DELIVERY, STORAGE, AND HANDLING

1.4.1 Keys

Send to the Contracting Officer directly from the manufacturer via registered mail.

1.4.2 Detention Hardware

Deliver in a timely manner and store in accordance with the manufacturer's recommendations. Deliver in manufacturer's original container and protect from damage by weather.

1.5 HARDWARE COORDINATION CONFERENCE

Conduct a hardware coordination conference for hardware and hollow metal work prior to submittals for the purpose of coordinating the interface of materials that are furnished by the participants listed. Require that a representative of the entity responsible for each of the following functions attend the conference. Notify participants a minimum of 5 working days before the conference.

a. Contractor

b. Hollow metal supplier and installer

c. Detention hollow metal supplier and installer

d. Hardware supplier

e. Hardware installer

f. Detention hardware supplier

g. Detention hardware installer

h. Locking control system supplier and installer

i. Electrical contractor

j. Contracting Officer

1.6 MAINTENANCE TOOLS

Furnish six tool holders and bits for each different size and type of screw and fastener.

1.7 TEMPLATES

Furnish templates for door and frame preparation.

PART 2 PRODUCTS

2.1 FINISH

Finish surfaces, painted surfaces and painted items shall be in accordance with ANSI/BHMA A156.18 and as follows:

2.1.1 Painted Surfaces

600.

2.1.2 Finish Surfaces

626 or 630.

2.1.3 Painted Items

689.

2.2 KEYS AND CYLINDERS

ANSI/BHMA A156.5.

2.2.1 Mogul Keys

Keys for pin tumbler locks shall be not less than 2 7/8 inches in length, blade shall be 9/16 inch wide by 1/8 inch thick. Handle shall be one inch in diameter. Stamp each key with number or letter per code.

2.2.2 Mogul Cylinder

Provide a special "Mogul" cylinder approximately twice the diameter of a commercial mortise lock cylinder with internal parts proportionately larger. Special "Mogul" keys and restricted keying are required. The sale of cut keys and blanks shall be factory regulated to control usage and reproduction. The design shall be wear and pick resistant and shall include a minimum of fivesix stainless steel 5/32 inch diameter pin tumblers, stainless steel springs, and stainless steel ball bearings which intermesh with the key and pin tumblers. Cylinder shall conform to UL 437.

2.2.3 Builders Cylinder

Type E09211A. Keys shall be for restricted use. Cylinder shall conform to

UL 437.

2.3 KEYING SYSTEM

Keying system shall consist of dissimilar combinations [for each building] with external doors keyed alike; internal corridor doors keyed alike;

utility spaces, [wickets, and food passes] keyed alike; each group of cells [or dormitory group] keyed alike but different from other groups. Establish twothree separate detention key systems; one system shall be for the security Mogul type hardware, and one for the paracentric key system, and one for commercial type hardware.

2.4 DETENTION HINGES

Provide hinges in accordance with ANSI/BHMA A156.1 and ANSI/BHMA A156.7.

Type A8191 HT with stainless steel maximum security pin. Type A8192 HT with stainless steel maximum security pin. The 9 inches denotes 4 wire continuous conduction. Screws shall be twist-off or spanner head. Sizing shall be in accordance with standard. Hinges shall be drilled and counter-sunk for proper size machine screws. Use zinc coated hinges on exterior doors with a prime coat. Furnish junction box and mortar shield.

Electric hinges shall meet the requirements of UL 634 and be labeled.

2.5 DETENTION LOCKS

2.5.1 Type 1 Lock

Electro-mechanical solenoid operation lock; jamb mounted for use with security hollow metal doors with the following features:

a. Solenoid operated 115 V ac continuous duty.

b. Cylinder operated one or two sides using mogul or builders cylinders.

c. Lock case 10 gage minimum galvanized cold-rolled steel.

d. Latch Bolt 3/4 inch throw stainless steel.

e. Bronze or stainless steel face plate.

f. Signal switch for latch bolt and deadlocking bolt.

g. Strike and mounting screws.

h. Push button in frame if on a cell door.

2.5.2 Type 2 Lock

Mechanical deadlock; lever tumbler deadlock for use with security hollow metal doors with the following features:

a. Paracentric key operated one or two sides.

b. Six lever tumblers with spring temper brass/bronze springs.

c. Steel or stainless steel deadbolt with saw resistant insets.

d. Bolt 3/4 by 2 inches with 3/4 inch throw.

e. Lock case primed for paint or galvanized.

f. Lock mount plate including escutcheon, mounting screws, and strike.

2.5.3 Type 3 Lock

Electro-mechanical deadlocking latchlock meeting requirements of UL 10B;

jamb mounted in 2 inch face security hollow metal frame with the following features:

a. Solenoid operated 24 V dc continuous duty.

b. Cylinder operated one or two side using builders cylinder.

c. Structural and working parts stainless steel.

d. Deadlatch 3/4 inch throw stainless steel with saw resistant insets.

e. Stainless steel deadlocking bolt, base plate, and strike.

f. Signal switch for lock status.

g. Plug connectors for conductors.

2.5.4 Type 4 Lock

Mortise lock for security hollow metal swinging doors with the following features:

a. Mogul cylinder key operated one or two sides.

b. Cast brass, bronze, or stainless steel bolts. One inch throw with saw resistant inserts. Knob operated deadbolt.

c. Armored front adjustable 1/8 in 2 inches.

d. Strike and mounting screws.

e. Snap locks automatically when door is closed.

2.5.5 Type 5 Lock

Mechanical deadlocking latch lock for security hollow metal swinging doors with the following features:

a. Mogul key operated one or two sides.

b. Five lever tumbler with spring temper brass/bronze springs.

c. Steel or stainless steel latchbolt.

d. Lock case primed for paint or galvanized.

e. Lock mounting plate including escutcheon mounting screws and strike.

2.5.6 Type 6 Lock

Mechanical deadlock for use on security hollow metal doors with the following features.

a. Mogul key operated one or two sides.

b. Five lever tumblers with spring tempered brass/bronze screws.

c. Malleable iron case and cover.

d. Bronze deadbolt 3/4 by 1 1/2 by 5/8 inchthrow.

e. Lock case and cover primed for paint.

f. Lock mounting plate including escutcheon, mounting screws and strike.

2.5.7 Type 7 Lock

Mechanical spring lock for use on chase and access doors with the following features.

a. Mogul key operated one side only.

b. Five lever tumblers with spring temper brass/bronze springs.

c. Malleable iron case and cover.

d. Bolt retracted by key one by 1/2 inch with 7/16 inch throw.

e. Lock case and cover primed for paint.

f. Mounting screws and strike.

2.6 DOOR CLOSERS

2.6.1 Type 1 Door Closers

Surface mounted door closer shall conform to test requirements of ANSI/BHMA A156.4, PT 1, Grade 1.

a. C02011: Regular Arm Type

b. C02021: Parallel Arm Type

Closers installed on labeled fire doors shall meet UL 228. Closers shall be non-handed and installed with hex nut and bolts assembly. Exposed screws shall be security type.

2.6.2 Type 2 Door Closer

Concealed overhead closer meeting test as required by ANSI/BHMA A156.4 PT6 Grade 2.

C05032: Concealed Arm and Track - Butt hinge hung

Closers shall be installed in a 4 inch head section.

2.7 STRIKES

Mortised strikes shall be compatible with the lock which it serves. Provide dust box and switch to monitor lock bolt where indicated in set numbers.

2.8 DOOR TRIM

2.8.1 Loop Type Pulls

Manganese bronze or stainless steel 8 inches center-to-center surface mounted with spanner type screws. Pulls shall be in accordance with

ANSI/BHMA A156.6 J401.

2.8.2 Flush Type Pulls

Manganese bronze or stainless steel set for one side or back to back mounting with spanner type screws. Pulls shall be in accordance with

ANSI/BHMA A156.6 J403.

2.8.3 Door Stops and Holders

2.8.3.1 Type PH1

In accordance with ANSI/BHMA A156.8 -C01511; overhead concealed slide type. Exposed screws shall be spanner head.

2.8.3.2 Type PH2

In accordance with ANSI/BHMA A156.8 -C02511; overhead surface mounted slide type; attached with hex nut and bolt assemblies. Exposed screws shall be spanner head.

2.8.3.3 Type OH3

In accordance with ANSI/BHMA A156.8 -C08511, overhead surface mounted rod type, attached with hex nut and bolt assemblies. Exposed screws shall be spanner head.

2.8.3.4 Type FS1

In accordance with ANSI/BHMA A156.16 -L02131. Bronze.

2.8.3.5 Type FS2

In accordance with ANSI/BHMA A156.16 -L01371. Bronze.

2.8.3.6 Type FS3

In accordance with ANSI/BHMA A156.16 -L02141-L02161. Bronze. Exposed screw shall be spanner head.

2.9 DEADBOLTS (HEAD AND FOOT BOLT)

Surface mounted and one inch diameter with 3/4 inch throw. Bolt shall be operated by spanner key case, be malleable iron, or steel with cover.

Attachment shall be with spanner head screws.

2.10 DOOR POSITION SWITCHES

2.10.1 Type 1 Door Position Switch

Mechanically mortised door position switch with the following features:

a. Components concealed when door is in closed position.

b. Switch mechanism housing mortises into door frame headers.

c. Galvanized steel actuator arm.

d. Actuator arm track mortises into the top rail of the door.

e. Allows door opening 180 degrees.

f. Switch monitors door position within 3/4 inch from the leading edge of the door to the door stop.

g. Unit constructed of brass and plated steel. The exposed face plate galvanized steel.

h. Switch single pole, double throw type with a rating of 5 amps at 125/250 V ac.

i. Color coded wires with a pair of cable connectors.

2.10.2 Type 2 Door Position Switch

A magnetic door position switch for meeting requirements for UL 634 for mounting in head of door to indicate closed door position. Provide the following features:

a. Mortised into door frame header.

b. Potted components.

c. Life expectancy per manufacturer - over 1 million operations.

d. Maximum contact rating:

(1) Current, resistive load - 1 amp.

(2) Power, resistive load - 24 V ac.

e. Maximum current at 24 V ac, resistive load - 1 amp.

2.11 SECURITY DOOR ACCESSORIES

2.11.1 Wall Bumpers

In accordance with ANSI/BHMA A156.16 Type L02101.

2.11.2 Thresholds

Aluminum extrusion minimum thickness 0.172 by 5 inches wide by 1/2 inch rise with panic stop and vinyl or neoprene insert.

2.11.3 Drip Strip

Extruded galvanized steel strip 2 1/2 inches wide with 5/8 inch back strip. Attach to shower doors with a continuous weld.

2.11.4 Weatherstrip

Apply for head and jambs, pressure sensitive adhesive silicone rubber seal.

2.12 SCREWS AND FASTENERS

Comply with detention manufacturer's standard fastening hardware and recommendations for size, type, and material.

2.12.1 Fabrication

Finish exposed fasteners to match hardware fastened. Fabricate fasteners of the same metal as hardware fastened, except use plated brass or stainless steel for fastening aluminum.

2.12.2 Location

Provide spanner head screws and fasteners for exposed hardware.

2.13 TEMPLATE HARDWARE

Hardware to be applied to frames and to doors shall be made to template.

PART 3 EXECUTION

3.1 EXAMINATION

Examine doors, frames, and hardware for damage, defects, and suitability for intended use. Inspect components and adjacent areas of construction for conditions that could be detrimental to the proper operation or performance of the detention hardware.

3.2 INSTALLATION

Sequence and procedures for installation shall be in accordance with detention hardware manufacturer's instructions.

3.3 ADJUSTMENT AND CLEANING

Examine hardware for complete and proper installation. Lubricate bearing surfaces of moving parts. Adjust hinges, locks, and keepers to function properly. Test keys for smooth operation and for conformance to approved keying system. Hardware shall operate freely without binding and be properly aligned. Protect hardware from paint, stains, weather, and other damage until acceptance of the work.

3.4 FIELD QUALITY CONTROL

After hardware has been installed and placed in operating order, conduct performance tests which shall demonstrate to the Contracting Officer that the hardware operates as specified. Remove items that fail to conform to the requirements specified and replace with new.

3.5 TRAINING

Upon completion of the work and at a time designated by the Contracting Officer, a manufacturer's technical service representative or manufacturer's authorized representative for the locking control system, shall instruct Government personnel in the proper operation, troubleshooting, maintenance, safety, and emergency procedures of the system. The period of instruction shall be four 8-hour sessions. Conduct training at the job site. The Government shall have the option to video tape training sessions. Notify the Contracting Officer at least two weeks in advance.

3.6 HARDWARE SETS

Abbreviations Used in Hardware Sets

PC Prime Coat

EC Solenoid operated continuous duty

MC Motor operated continuous duty

L Limit switch tripped by spring bolt

LL Limit switch tripped by spring bolt and roller bolt

H Holdback feature

S Square bolt

K Knob feature

SHS Scanner Head Screws

AL Aluminum

SH-1

(3) Type A8191HT hinges by Prime Coat by Spanner Head Screws

(1) Type 1 lock by keyed 1 side by EMCLL by SHS

(1) Loop type door pulls

(1) Flush type pull by SHS

(1) Wall Bumper by SHS

SH-2

(3) Type A8191HT hinges by PC by SHS

(1) Type 1 lock by keyed 2 sides by EHMLL by SHS

(2) Loop type door pulls

(1) Type 1 door position switch by SHS

(1) Type 1 door closer by AL by SHS

(1) Wall bumpers by SHS

SH-3

(3) Type A8191HT hinges by PC by SHS

(1) Type 1 lock by keyed 2 sides by EHMLL by SHS

(2) Loop type door pulls

(1) Type 1 door position switch by SHS

(1) Type 1 door closer by AL by SHS

(1) Threshold

(1) Weatherstrip

SH-4

(3) Type A8191HT hinges by PC by SHS

(1) Type 1 lock by keyed 2 sides by ELL by SHS

(2) Loop type door pulls by SHS

(1) Type 2 door position switch by SHS

(1) Type 2 door closer by AL by SHS

SH-5

(3) Type A8191HT hinges by PC by SHS

(1) Type 2 locks by keyed 2 sides by PC by SHS

(1) Type 1 door closer by AL by SHS

(1) Loop type door pull

(1) Wall bumper by SHS

SH-6

(3) Type A8191HT hinges by PC by SHS

(1) Type 2 lock by keyed 2 sides by GALV. by SHS

(1) Loop type door pull

(1) Type 1 door closer by AL by SHS

(1) Threshold by AL by SHS

(1) Weatherstrip by AL by SHS

SH-7

(3) Type A8191HT hinges by PC by SHS

(1) Type 2 lock by keyed 2 sides by PC by SHS

(1) Mortise strike with dust box and switch for lock bolt monitor by PC by SHS

(1) Type 1 door position switch by SHS

(1) Loop type door pull

SH-8

(5) Type A8191HT hinges by PC by SHS

(1) Type A8191HT PC by SHS

(1) Type 2 lock by keyed 2 sides by PC by SHS

(1) Mortise strike with dust box and switch for bolt monitor by PC by SHS

(2) Type 1 door position switch by SHS

(1) Loop type door pull by SHS by outside active leaf

(1) Head and Foot bolt by spanner key by receptacles by PC by SHS by inactive leaf

(1) Threshold by AL by SHS

(1) Weatherstrip

SH-9

(3) Type A8191HT hinges by PC by SHS

(1) Type 3 lock by keyed 1 side by double face plate by 24VDC by SHS

(1) Type 1 door position switch by SHS

(1) Loop type door pull by SHS

(1) Flush type door pull (inmate side) by SHS

SH-10

(3) Type A8191HT hinges by PC by SHS

(1) Type 4 lock by keyed 2 sides by SHS

(1) Mortise strike with dust box and switch for bolt monitor by PC by SHS

(1) Type 2 door position switch by SHS

(1) Type 2 door closer by AL by SHS

(1) Wall bumper by SHS

SH-11

(3) Type A8191HT hinges by PC by SHS

(1) Type 6 lock by keyed 1 side by PC by SHS

SH-12

(3) Type A8191HT hinges by SHS

(1) Type 5 lock by keyed 1 side by PC by SHS

(1) Mortise strike with dust box by PC by SHS

(1) Loop type door pull by SHS

(1) Flush type pull by SHS (inmate side)

SH-13

(3) Type A8191HT hinges by SHS

(1) Type 5 lock by keyed 2 sides by PC by SHS

(1) Mortise strike with dust box and switch for bolt monitor by PC by SHS

(1) Type 1 door closer

(1) Type 1 door position switch by SHS

(2) Loop type door pulls by SHS

(1) Wall bumper by SHS

SH-14

(3) Type A8191HT hinges by SHS

(1) Type 1 lock by keyed 2 sides by EMCLL by SHS

(2) Loop type door pull by SHS

(1) Type 1 door closer by AL by SHS

(1) Type 1 door position switch by SHS

SH-15

(3) Type A8191HT hinges by PC by SHS

(1) Type 1 lock by keyed 1 side by MCLL by SHS

(1) Loop type door pull by SHS

(1) Type 2 door closer by AL by SHS

(1) Type 2 door position switch by SHS

(1) Threshold by AL by SHS

(1) Weatherstripping

SH-16

(3) Type A8191HT hinges by PC by SHS

(1) Type 3 lock by head mount by 24VDC by SHS

(1) Loop type door pull by SHS (outside)

(1) Flush type door pull by SHS (inside)

(1) Type 1 door position switch by SHS

(1) Type 1 door closer by AL by SHS

(1) Pushbutton by SHS

SH-17

(2) Type A8192HT hinges by PC by SHS

(1) Type 7 Lock

SH-18

(3) Type A8191HT by PC by SHS

(1) Type 3 lock by keyed 2 sides by double face plate by 24 VDC by SHS

(1) Type 2 door position switch by SHS

(1) Loop type door pull by SHS

(1) Type 1 Closer

SH-19

(3) Type A8191HT hinges by SHS

(1) Type 1 lock by keyed 2 sides by Galvanized EMCLL by SHS

(2) Loop type pulls by SHS

(1) Type 1 Door position switch by SHS

(1) Type 1 closer by AL by SHS

(1) Weatherstripping

DETENTION HARDWARE SET DH-1

3 EA. HINGE SSCO #204FMSS x 4-1/2" x 4-1/2" FM x US32D x SECURITY STUDS x 1/4-20 TORX MS

1 EA. LOCK SSCO #10120AMD-2 x KEYED BOTH SIDES x 24 VDC x MOTOR OPERATED x DEADLOCK INDICATION SWITCH x MECHANICAL LATCHBACK x FAIL SECURE x HALF CYCLE HOLDBACK x LESS FACE PLATE x (2) US26D MOGUL CYLINDERS x PC x GALV x

TORX MS

2 EA. RAISED PULL SSCO #212C x US26D x TORX MS

1 EA. CLOSER/DPS LCN #2215DPS x AL x TORX MS

1 EA. THRESHOLD MCKINNEY #MCK2005AT x 5" W x 1/4" H x ALUM x THERMO SEAL x TORX MS

1 EA. WEATHER STRIP MCKINNEY #MCK315CR

3 EA. SILENCER MCKINNEY #S1M x GREY RUBBER SILENCER

1 EA. FLOOR STOP PDI #DS-1 x PRISON TYPE FLOOR STOP

DETENTION HARDWARE SET DH-2

3 EA. HINGE SSCO #204FMSS x 4-1/2" x 4-1/2" FM x US32D x SECURITY STUDS x 1/4-20 TORX MS

1 EA. LOCK SSCO #10120AMD-2 x KEYED BOTH SIDES x 24 VDC x MOTOR OPERATED x DEADLOCK INDICATION SWITCH x MECHANICAL LATCHBACK x FAIL SECURE x HALF CYCLE HOLDBACK x LESS FACE PLATE x (2) US26D MOGUL CYLINDERS x PC x GALV x

TORX MS

2 EA. RAISED PULL SSCO #212C x US26D x TORX MS

1 EA. CLOSER/DPS LCN #2215DPS x AL x TORX MS

3 EA. SILENCER MCKINNEY #S1M x GREY RUBBER SILENCER

1 EA. FLOOR STOP PDI #DS-1 x PRISON TYPE FLOOR STOP

AM#0003/AM#0003

DETENTION HARDWARE SET DH-3

3 EA. HINGE SSCO #204FMSS x 4-1/2" x 4-1/2" FM x US32D x SECURITY STUDS x 1/4-20 TORX MS

1 EA. LOCK SSCO #10120AMD-1 x KEYED ONE SIDE x 24 VDC x MOTOR OPERATED x DEADLOCK INDICATION SWITCH x MECHANICAL LATCHBACK x FAIL SECURE x HALF CYCLE HOLDBACK x LESS FACE PLATE x (1) US26D MOGUL CYLINDER x PC x GALV x TORX MS

1 EA. RAISED PULL SSCO #212C x US26D x TORX MS

1 EA. INTEGRAL FLUSH PULL BY DOOR MANUFACTURER

1 EA. CLOSER/DPS LCN #2215DPS x AL x TORX MS

3 EA. SILENCER MCKINNEY #S1M x GREY RUBBER SILENCER

1 EA. FLOOR STOP PDI #DS-1 x PRISON TYPE FLOOR STOP

AM#0003/AM#0003

-- End of Section --

SECTION 10 51 16

HOLDING AREA BENCHES

04/06

AMENDMENT NO. 0003

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 A36/A36M (2014) Standard Specification for Carbon Structural 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Benches

Include details of construction, location and installation requirements of hardware and reinforcements, and details of joints and connections showing sizes and locations of welds. Indicate fabrication, erection, anchorage, and accessories.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver benches in packaging to provide protection during transit and job storage. Leave in unopened original containers, clearly labeled for location of installation.

PART 2 PRODUCTS

2.1 MATERIAL

Steel plate, ASTM A36/A36M.

2.2 Benches

The pedestal shall be 2 inch (AM#3)square(AM#3) steel tubing with 7 gauge steel flanges welded to each end. The pedestal shall be approximately 16 inches high. Spacing of pedestals shall be 36" minimum. Finish shall be powder coated with color as selected by Owner. Provide in locations and quantity indicated.

Metal bench tops shall be fabricated of 10 gauge stainless steel with rounded corners. Finish shall be powder coated with color as selected by Owner. Size of bench tops shall be 15.5 inches deep by 2 inches thick.

Cuff rings shall be 3/8" diameter stainless steel and welded to frame, tested to 750 pound static load.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Benches

Install pedestals with 1/4 inch, 2 inch long flat head screws in masonry anchors. Provide a minimum of three fasteners per flange.

Attach metal tops to pedestal flanges per manufacturer recommendations instructions, meeting detention grade standards.

3.2 ADJUSTMENT

Adjust items and components of items specified in this section to ensure proper operation.

-- End of Section --

PF

174' - 11"

64"/320

64"/320

64"/320

64"/320

8'

- 5

64"/320

84' - 9"

75' - 8"

144'-8"

176' - 6"

0'

- 6

150'-11" FROM 2ND FLOOR

INSTITUTIONAL OCCUPANCY BUSINESS OCCUPANCY

3,894 SQ. FT.

50,400 SQ. FT.

5,770

SQ. FT.

32"/160

BU

SI

NE

SS

O

CC

UP

AN

CY

IN

ST

ITU

TI0

NA

L O

CC

UP

AN

CY

OCCUPANCY COUNT FOR

BENCHES, NORTH SIDE:

18 BENCHES X 15' PER BENCH = 270'

270' X 12"/1' = 3240"

3240" / 18"/PERSON = 180 PEOPLE

OCCUPANCY COUNT FOR BENCHES,

SOUTH SIDE

19 BENCHES X 15' PER BENCH = 285'

285' X 12"/1' = 3420"

3420" / 18"/PERSON = 190 PEOPLE

116'-9"

161'-9"

64"/320

64"/320

2-HOUR SMOKE / FIRE BARRIER

(HORIZONTAL EXIT)

EGRESS PATH

NOTE:

LIFE SAFETY LEGEND

EXIT DIRECTION

FIRE EXTINGUISHER CABINET (FEC)

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

FEC

AED

TYPICAL FOR ALL EXIT EGRESS

32"/160

EGRESS CAPACITY (EXIT/PERSONS)

1-HOUR SMOKE / FIRE BARRIERBUILDING

A

INSTITUTIONAL

FLOOR AREA

1 & MEZZ. 14, 020 SF 19,790 SF

TOTAL

AREA

BUSINESS

OCCUPANCY

IBC HAZARD

B ORDINARY

NFPA

V-B

IBC

CONSTRUCTION

TYPE

OCCUPANT LOAD PER FLOOR

BUSINESSINSTITUTIONAL

BUSINESS

FLOOR AREA

1 5,770 SF

CLASSIFICATION SCHEDULE

B

INSTITUTIONAL I-3

COND. 4 ORDINARY V-B 400

(SEE NOTE 1)

SQUARE FOOTAGE TABLE

OCCUPANCY TABLE BUILDING A

OCCUPANCY

IBC HAZARDNFPA

IBC

CONSTRUCTION

TYPE

OCCUPANT LOAD PER FLOOR

BUSINESSINSTITUTIONAL

INSTITUTIONAL ORDINARY II-B 200

(SEE NOTE 1)

OCCUPANCY TABLE BUILDING B

1 50,040 SF 54,297 SF1 3,897 SF

I-3

COND. 4

BUSINESS B ORDINARY V-B 39

BUILDING SEPARATIONS

SEPARATION BETWEEN INSITUTIONAL AND BUSINESS OCCUPANCY NOT REQUIRED

SEPARATION BETWEEN CONSTRUCTION TYPE III-B AND V-B 1-HOUR PROVIDED

SEPARATION BETWEEN BUILDING A AND B (HORIZONTAL EXIT) 2-HOUR PROVIDED

SMOKE COMPARTMENTS (INSTITUTIONAL OCCUPANCY) 2 COMPARTMENTS PROVIDED

CONSTRUCTION TYPE

BUILDING A:

I-3 OCCUPANCY IBC CONSTRUCTION TYPE II-B

B OCCUPANCY IBC CONSTRUCTION TYPE V-B

BUILDING B:

I-3 OCCUPANCY IBC CONSTRUCTION TYPE II-B

B OCCUPANCY IBC CONSTRUCTION TYPE II-B

BUILDING HEIGHT AND AREA

ALLOWABLE ALLOWABLE ACTUAL ACTUAL

HEIGHT AREA HEIGHT AREA

BUILDING A:

I-3 OCCUPANCY 1 STORY 47,500 SF 1 STORY 13,864 SF

B OCCUPANCY 2 STORIES 9,000 SF 1 STORY 5,749 SF

BUILDING B:

I-3 OCCUPANCY 1 STORY 47,500 SF 1 STORY 50,438 SF (SEE NOTE 2)

B OCCUPANCY 3 STORIES 109,250 SF 1 STORY 3,940 SF

NOTES:

1: IBC-2015 CHAPTER 4 REQUIRES ONE SMOKE COMPARTMENT FOR EACH 2OO OCCUPANTS.

2. ACTUAL SQUARE FOOTAGE IS ABOVE ALLOWABLE PER IBC-2012 TABLE 503, INCLUDING THE

INCREASES PER 506.2 AND 506.3. HOWEVER, IN ACCORDANCE WITH IBC PARAGRAPH 104.10,

THE BUILDING OFFICIAL HAS DETERMINED THAT SPECIAL INDIVIDUAL REASONS MAKE THE

STRICT LETTER OF THIS CODE IMPRACTICAL AND A MODIFICATION OF THE TABLE 503

ALLOWABLE AREA (INCLUDING INCREASES PER 506.2 AND 506.3) FROM 47,500 TO 50,438

SQUARE FEET IS IN COMPLIANCE WITH THE INTENT AND PURPOSE OF THIS CODE AND THAT

SUCH MODIFICATION DOES NOT LESSEN HEALTH, ACCESSIBILITY, LIFE AND FIRE SAFETY, OR

STRUCTURAL REQUIREMENTS.

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

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S ol ic ita tio n

N o.

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O F

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R

T W

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TH

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R ev ie w ed b y:

US Army Corps of Engineers ®

D

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B

A

P lo t S ca le

P lo t D at e:

R ev

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D es c r ip tio n

Tr ac k i ng

N o.

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D at e

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