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SECTION 08 11 13 SHOWER DOORS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Shower Doors.

1.2 DEFINITIONS

A. Uncoated Steel Sheet Thicknesses: Indicated as the minimum thicknesses.

B. Metallic-Coated Steel Sheet Thicknesses: Indicated as the minimum thicknesses of uncoated base metals.

C. Stainless-Steel Sheet Thicknesses: Indicated as the specified thicknesses for which over- and under-thickness tolerances apply, according to ASTM A 480/A 480M.

D. Nominal Surface of Floor Covering: Top surface of floor; for resilient tile and carpet, nominal surface of floor covering is defined as top of slab.

E. Vendor shall be approved by the State of Tennessee Department of General Services to provide goods through the Edison Procurement Portal. Information on registering and becoming an approved vendor can be found here: https://www.tn.gov/assets/entities/generalservices/cpo/attachments/Registering_to_do_Business_with_the_State_of_Tennessee_Job_Aid.pdf 1. Vendor has prime contract with the State of Tennessee for this project.

a. Supplier may work for the Vendor or may be the Vendor once qualified and approved by the State of Tennessee.

b. Manufacturer typically provides goods to the vendor/supplier.. Manufacturers also has the option to become registered and approved as a Vendor once approved by the State of Tennessee.

1.3 REFERENCES

A. ANSI/DHI A 115.IG - Installation Guide for Doors and Hardware.

B. ASTM A 666-96b Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

C. ASTM F1450-97, Standard Test Methods for Hollow Metal Swinging Door Assemblies for Detention Facilities

D. ASTM 1577-96, Standard Test Methods for Detention Locks for Swinging Doors

E. NAAAM Hollow Metal Manual, all sections.

F. ANSI / UL 752 Bullet-Resistance Equipment

G. ANSI/BHMA A 156 - Specifications for Hardware Preparations in Standard Steel Doors and Frames.

H. ANSI/BHMA A156.7 - Hinge Template Dimensions.

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I. ANSI A 250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing.

J. ANSI/SDI A 250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames.

K. ANSI A 250.10 - TANSI A 250.11 - ANSI/UL 10C - ASTM - American Society for Testing and Materials

L. ASTM UNS s30400 / S30403 - Standard Specification for Stainless Steel, Sheet, Cold-Rolled, Commercial Quality.

M. ASTM E 90 - Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions.

N. ASTM E 413 - Classification for Rating Sound Insulation.

O. SDI - Steel Door Institute

P. SDI-111 - Recommended Standard Details for Steel Doors & Frames.

Q. NAAMM/HHMA-820 TN03 - Guidelines for Glazing of Hollow Metal Transom, Sidelight and Windows

R. NAAMM/HMMA-840 - Guide Specification for Installation and Storage of Hollow Metal Doors and Frames.

S. NFPA 252 - UL - Building Materials Directory; Underwriters Laboratories Inc.

1.4 EXISTING FACILITIES SHOWER DOOR REPLACEMENT SCOPE OF WORK

A. At the designated institutions existing shower doors are to be replaced as this scope of work. The existing doors are rusted out and the goal is to replace with stainless steel doors similar to those in the photographs in this scope of work section. All hardware pictured will be matched and all written specification shall be followed. There is however, one slide bolt shown in the photo that will not be included since an accessory lock is included in the written specifications sections. In all cases written specifications supercede the photographs which were included as a indication of the tyoe and style doors needed for this project. Field verification by the supplier is paramount as well as coordination with Facility Managers since the selected Vendor is required to match new doors to existing door frames in each door specified. Doors determined to not fit at time of installation shall be replaced by the Vendor at no cost to TDOC with a fitting product.

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Qty (74) - 12 gauge Stainless Steel Security Hollow Metal Doors to include:

• Door Size (Approximately 27-5/8" x 77-3/8" x 2") (74 Total) • Prepped for Qty (3) 4-1/2" x 4-1/2" Stainless Steel Security Hinges each door. • 4-1/2" x 4-1/2" Stainless Steel Security Hinges and Screws (222 Total) • 12" x 12"x 3/8" Lexan Windows (10" x 10" Clear Opening) (74 Total) • Lock match existing or Southern Folger Model 1010 (74 Total) • 5" x 16" Cuff Port (74 Total) • D-Ring Pull(74 Total) • Field Measurement Trip Charges • Delivery to Facilities

Facilities and Door Quantities as Follows:

A) Northwest Correctional Complex (NWCX) (12) B) West Tennessee State Penitentiary (WTSP) (6) C) Turney Center Industrial Complex (TCIX) (8) D) Morgan County Correctional Complex (MCCX) (32) E) Northeast Correctional Complex (NECX) ( 16)

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1.5 HOUSING UNIT FLOOR PLANS

A. TDOC has prototypical housing units so the layouts are typical and existing drawings are available for these units. The field installation varies so this is why each door needs to be field verified as to the existing size. The approved Vendor shall be provided with CAD drawings of typical housing unit floor plans to assist their shop drawings requirements. TDOC and State of Tennessee however shall not responsible for door sizes manufactured..

B. Typical MSA Shower Doors: 1. These are the layouts used at NWCX, TCIX and NECX.

Typical Housing Unit Showers

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C. West Tennessee State Prison - HSA Unit

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D. Morgan County Shower Doors 1. This site has a different shower arrangement as shown below.

Morgan County Showers

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1.6 PERFORMANCE REQUIREMENTS

A. Detention Grade 1 Doors: Provide detention doors and frames that comply with Security Grade 1, according to the latest edition of ASTM F 1450, as determined by testing manufacturer's standard products representing those indicated for this Project.

B. Detention Sidelight and Borrowed-Light Frames: Provide detention vision frames that comply with ASTM F 1592 and removable glazing stop test according to HMMA 863, based on testing manufacturer's standard units.

C. Test procedures shall be performed on door and glazed opening designs as described in Sections 1, 2, 3, 4 and 5. 1. Door Assembly Impact Test: Two 3 ft. x 7 ft. (914 mm x 2134 mm) doors shall be

constructed in accordance with Section 2.01, each with 100 square inch (645.2 cm2) vision panel, 4 in. x 25 in. (102 mm x 635 mm) clear opening positioned generally as shown in ASTM F 1450, Figure 1. Doors shall have a maximum weight for Grades 1 and 2 of 230 lbs and for grades 3 and 4 of 190 lbs. Two accompanying frames shall be constructed in accordance with Section 2.03. One door and frame assembly shall be equipped with hardware in accordance with ASTM F 1450, Paragraph 6.1.1.3. The other assembly shall be equipped with hardware in accordance with ASTM F 1450, Paragraph 6.1.1.4. Test doors and frames shall be installed and tested in accordance with ASTM F 1450, Section 6, "Specimen Preparation" and Section 7.2 "Door Assembly Impact Test." The test assemblies shall meet the acceptance criteria in Section 7.2 in order to qualify under Section 1.05 of this specification.

2. Detention Hollow Metal Vision System Impact Test In Accordance With ASTM F 1592 a. A four (4) equal light multi-light security hollow metal assembly, overall dimensions of 50 in. width x 50 in. height (1270 x 1270 mm), shall be constructed in accordance with this specification, Section 2.03, and shall be impact tested in accordance with ASTM F 1592, Sections 5, 6 and 7.2. The test assembly shall meet the acceptance criteria in Section 7.2 in order to qualify under Section 1.05 of this specification. b. A single sidelight security hollow metal assembly, door dimensions 3 ft. x 7 ft.

(914 mm x 2134 mm) and sidelight dimensions with clear opening size of 28 in. wide x 33 in. high +/- 1 in. (711 mm x 838 mm +/- 25 mm), shall be constructed in accordance with Sections 2.01 and 2.03, and shall be impact tested in accordance with ASTM F 1592, Sections 5, 6 and 7.2. The test assembly shall meet the acceptance criteria in Section 7.2 in order to qualify under Section 1.05 of this specification.

3. Door Static Load Test: Two (2) doors constructed identically to each of the test doors required for Section 1.05.A "Door Assembly Impact Test," 3 ft. x 7 ft. (914 x 2134 mm), with 4 in. x 25 in. (102 mm x 635 mm) vision panel, and with hardware preparations, shall be tested in accordance with ASTM F 1450, Section 7.3, "Door Static Load Test." The test doors shall meet the acceptance criteria in Section 7.3 in order to qualify under Section 1.05 of this specification.

4. Two (2) doors constructed identically to each of the test doors required in Section 1.05.A, "Door Assembly Impact Test," 3 ft. x 7 ft. (914 mm x 2134 mm), with 4 in. x 25 in. (102 mm x 635 mm) vision panel, and with hardware preparations shall be tested in accordance with ASTM F 1450, Section 7.4, "Door Rack Test." The test doors shall meet the acceptance criteria in Section 7.4 in order to qualify under Section 1.05 of this specification.

5. Door Edge Crush Test: One (1) door constructed identically to either of the test doors required in Section 1.05.A, "Door Assembly Impact Test," 3 ft. x 7 ft. (914 x 2134 mm), with 4 in. x 25 in. (102 x 635 mm) vision panel, and with hardware preparations, shall be tested in accordance with ASTM F 1450, Section 7.7 "Door Edge Crush Test."

1.7 SUBMITTALS

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A. Submit items listed below prior to fabrication and delivery of all products.

B. Product Data: Manufacturer's standard details and catalog data indicating compliance with referenced standards, and manufacturer's installation instructions.

C. Test Data: The manufacturer shall provide test reports and documentation by an independent testing laboratory in accordance with the reporting requirements of ASTM F 1450 and ASTM F 1592 certifying compliance with ANSI/NAAMM/HMMA 863, Section 1.05. .

D. Certificates: 1. Manufacturer's certification that products comply with referenced standards. 2. Evidence of manufacturer's membership in the Steel Door Institute.

E. Shop Drawings Submittal Requirements: 1. Show door and frame elevations and sections. 2. Show listing of opening descriptions including locations, material thicknesses, and

anchors. 3. Show location and details of all openings. 4. Indicate performance grade levels on the submittal as they are shown on the contract

drawings and in the door schedule.

F. Door, frame, and hardware schedule in accordance with SDI 111D. Show types, quantities, dimensions, specified performance, and design criteria, materials and similar data for each opening required. 1. Provide performance-testing reports, which support the testing requirements specified. 2. Product Data: Include construction details, material descriptions, core descriptions,

and finish for each type of detention door, as specified. 3. Shop Drawings: For detention doors and frames. Include conditions at openings,

details of construction, dimensions of profiles, and details of joints and connections. Show anchorage and accessories. Include fastener types, sizes and spacing. Identify each detention door and frame using same reference numbers for openings as those on Drawings. Indicate frame configuration, anchor types and spacing, location of cutouts for hardware, reinforcement, to ensure doors and frames are properly prepared and coordinated to receive hardware. Indicate door elevations, internal reinforcement, closure method, and cutouts for glass lights and louvers.

1.8 QUALITY ASSURANCE

A. Manufacturer Qualifications: Member of the Steel Door Institute.

B. Supplier Qualifications: A direct account of the manufacturer who has on permanent staff, an Architectural Hardware Consultant (AHC), a Certified Door Consultant (CDC) or an Architectural Openings Consultant (AOC), who will be available to consult with the TDOC Architect and FMM Staff regarding matters affecting the existing door and frame openings. The Manufacturer will be responsible to send delegate to each Institution listed below and field measure each opening and to verify door swing and hardware requirements prior to fabrication and delivery.

C. Field Verification Requirement: Required trip charges shall be included in base bid to visit all five TDOC Institutions Listed Below after job is awarded and meet with Facility Managers to measure each door as required to prepare required Shop Drawing Submittals. 1. Northwest Correctional Complex – Site #1 (NWCX)

960 State Route 212 Tiptonville, TN 38079 (731) 253-5000 Mack Cooper FM (731) 253-5141

2. West Tennessee State Penitentiary – Site #2 (WTSP)

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P.O. Box 1150 480 Green Chapel Road Henning, TN 38041-1150 (731) 738-5044 Terry Sellers FM (731) 738-3287

3. Turney Center Industrial Complex (TCIX) 1499 R.W. Moore Memorial Hwy. Only, TN 37140-4050 (931) 729-5161 David Myatt FM (931) 729-3700

4. Morgan County Correctional Complex (MCCX) Post Office Box 2000 541 Wayne Cotton Morgan Drive Wartburg, TN 37887 (423) 346-1300 Marty LaRue (423) 346-1426

5. Northeast Correctional Complex – Main (NECX) P. O. Box 5000 5249 Highway 67 West Mountain City, TN 37683-5000 (423) 727-7387 Beau Hinson (423) 727-3515

D. Installer: State will perform all installation work for items in this Section.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Manufacturer will deliver products and make payment of all FOB shipping charges to warehouse at each site where TDOC will store and protect products in accordance with the manufacturers printed instructions and ANSI/SDI A250.10 and NAAMM/HMMA 840 during shipping and delivery.

1.10 COORDINATION

A. Coordinate door sizes swing and hardware with shop drawings and match existing doors size swing and fabrication of internal cutouts and reinforcement for door hardware and recessed items.

B. Verify field dimensions for factory assembled doors prior to fabrication.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Habersham Metal Products Company, Inc.; which is located at; 264 Stapleton Road; Cornelia, GA 30531; Tel. (706) 778-2769; Email: info@habershammetal.com; Web: habershammetal.com

B. Acceptable Manufacturer: Trussbilt, LLC; which is located at; 555 Lincoln Avenue NW; Huron, South Dakota, 57350; Tel: 605-352-5283; Fax: 605-352-7141264; Email: Brad Schotzko bschotzko@trussbilt.com; Web: trussbuilt.com

C. Acceptable Manufacturer: Steelcraft an Allegion Brand, which is located at: 11819 N. Pennsylvania St.; Carmel, IN 46032; Toll Free Tel: 877-578-1247; Email:contactus@allegion.com; Web:us.allegion.com/brands/steelcraft/Pages/default.aspx

D. Acceptable Manufacturer: Securall Doors, which is located at: 5122 N. State Rd. 39; LaPorte, IN 46350; Toll Free Tel: 888-326-7890; Email: contact@securalldoors.com; Web: securalldoors.com/stainless_steel-doors.asp

E. Acceptable Manufacturer: AMBICO Limited, which is located at; 1120 Cummings Avenue Ottawa, Ontario, Canada K1J 7R8; Toll Free Tel: 888-423-2224;

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Web:specialized@ambico.com; Web:ambico.com

F. Substitutions: or equal meeting performance requirements.

G. Provide all stainless steel doors and frames from a single manufacturer.

2.2 MATERIALS

A. Stainless-Steel Sheet: ASTM A 240/A 240M, austenitic stainless steel, Type 304, No. 4 finish unless otherwise indicated.

B. Glazing:12”x12”x3/8” Lexan windows with 10”x10” minimum clear opening, provide 1 each door.

2.3 DOORS

A. General: Construct detention doors to the following designs and gages: 1. Shower Doors:

a. Stainless-Steel Thickness: 1) 12 gage (2.1 mm).

2. Glass moldings and stops: a. Fabricate from stainless steel conforming to:

1) Shower doors ASTM / ASME S30400 12 gage type 304 Stainless Steel. b. Install trim into the door as a four sided welded assembly with mitered,

reinforced and welded corners. c. Trim: identical on both sides of the door. d. Exposed fasteners are not permitted. e. Acceptable mounting methods:

1) Fit into a formed area of the door face, not extending beyond the door face, and interlocking into the recessed area

2) Cap the cutout not extend more than 1/16 inch (1.6 mm) from the door face.

3. Hardware Reinforcements: a. Hinge reinforcements for full mortise hinges: minimum 7 gage (4.7 mm). b. Lock reinforcements: minimum 12 gage (1.3 mm). c. Closer reinforcements: minimum 14 gage (1.7 mm) steel, 20-inch (508 mm)

long. d. Stainless Steel doors: include stainless steel hardware reinforcements. e. Projection welded hinge and lock reinforcements to the edge of the door. f. Provided adequate reinforcements for other hardware as required.

B. Shower Doors: 1. Acceptable Performance:

1) Physical performance: 5 million cycles, ANSI A250.4 2. Door Thickness: 2 inches (50 mm). 3. Door faces reinforced and sound deadened as follows:

a. Seamless hollow construction, unless otherwise indicated. Construct detention doors with smooth, flush surfaces without visible joints or seams on exposed faces or stile edges.

b. Visible joints or seams around glazed, louvered panel inserts are permitted. c. For single-acting swinging detention doors, bevel both vertical edges 1/8 inch in

2 inches (3 mm in 50 mm). d. For sliding detention doors, square both vertical edges. e. Steel Stiffened Core:

1) Steel-Stiffened Core: 0.042-inch- (1.0-mm-) thick, steel vertical stiffeners extending full-door height, with vertical webs spaced not more than 4 inches (102 mm) apart, spot welded to face sheets a maximum of 3

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inches (76 mm) o.c. Fill spaces between stiffeners with insulation of minimum 0.6-lb/cu. ft. (9.6-kg/cu. m) density.

2) Truss-Stiffened Core: 0.013-inch- (0.3-mm-) thick steel, truncated triangular stiffeners extending between face sheets and for full height and width of door; with stiffeners welded to face sheets not more than 3 inches (76 mm) o.c. vertically and 2-3/4 inches (70mm) horizontally. Fill spaces between stiffeners with insulation of minimum 0.8-lb/cu. ft. density.

4. Vertical Edge Channels: 0.123-inch- (3.1-mm-) thick, continuous steel channel extending full-door height at each vertical edge, with webs of channels flush with door edges; welded to top and bottom channels to create a fully welded perimeter channel.

5. Top and Bottom Channels: 0.123-inch- (3.1-mm-) thick metal channel spot welded, not more than 4 inches (102 mm) o.c., to face sheets. a. 1. Reinforce tops and bottoms of detention doors with inverted horizontal

channels of same material as face sheet so flanges of channels are even with bottom and top edges of face sheets.

b. 2. Close top edge with 0.074-inch- (1.8-mm-) thick closing channel of same material as face sheet; welded so webs of channels are flush with top door edges.

c. 3. Close bottom edge with 0.074-inch- (1.8-mm-) thick closing channel of same material as face sheet; welded so webs of channels are flush with bottom door edges.Bevel hinge and lock door edges 1/8 inch (3 mm) in 2 inches (50 mm). Square edges on hinge and/or lock stiles are not acceptable.

6. Hardware Reinforcement: Fabricate reinforcing plates from same material as detention door face sheets to comply with the following minimum thickness: a. Full-Mortise Hinges and Pivots: 12 Ga. 10”channel with 3/8” x 1” x 6” back-up

at each hinge. b. Strike Reinforcements: 10 ga. thick. c. Slide-Device Hanger Attachments: As recommended by device manufacturer. d. Lock Fronts, Concealed Holders, and Surface-Mounted Closers: 0.093 inch

(2.3 mm) thick. e. All Other Surface-Mounted Hardware: 0.093 inch (2.3 mm) thick.

2.4 STOPS AND MOLDINGS General: Provide stops and moldings around glazed panels WITH Stainless-Steel.

1. Frame Stops for Detention Doors: Minimum 5/8 inch high, unless otherwise indicated. 2. Frame Stops for Detention Sidelights and Borrowed Lights: Minimum 5/8 inch high,

unless otherwise indicated. 3. Glazing stops shall be 1 ¼” X 1 ¼” X 12 gauge.

2.5 ACCESSORIES

A. Hinges 4 ½” x 4 ½” Stainless Steel Security Hinges and Screws (3 per door).

B. Locks with strike shall be provided on each door to match original construction. These shall be door mounted Mogul Cylinder Detention Grade Locks similar to Southern Folger model 1010 or equal.

C. Vision Panels

D. D Ring Pulls.

E. Pass Thru Cuff Port

F. Weatherstripping: moisture sealed across jambs and bottoms on shower side.

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2.6 FABRlCATlON

A. Steel Frames: 1. Fabricate detention doors and frames rigid, neat in appearance, and free of defects,

warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Weld exposed joints continuously; grind, fill, dress, and make smooth, flush, and invisible. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

2. Factory-welded frames: Head and jamb intersecting corners mitered at 45 degrees, with back welded joints ground smooth. a. Continuous face weld the joint between the head and jamb faces along their

length either internally or externally. Grind and finish smooth face joints with no visible face seams per a current copy of ANSI/SDI A250.8.

b. Provide temporary steel spreaders (welded to the jambs at each rabbet of door openings) on welded frames during shipment. Remove temporary steel spreaders prior to installation of the frame.

3. Shower Doors: Provide weep-hole openings in bottom of detention doors to permit entrapped moisture to escape. Seal joints in top edges of detention doors against water penetration. a. Fabricate detention doors and frames to comply with manufacturing tolerances

indicated in HMMA 863. 4. Continuously weld detention frame corners, with contact edges closed tight and faces

mitered. a. Exposed Fasteners: Provide countersunk security fasteners for exposed

screws and bolts, unless otherwise indicated. b. Hardware Preparation: Factory-prepare detention doors and frames to receive

mortised hardware, including cutouts, reinforcement, mortising, drilling, and tapping, according to final door hardware schedule and templates provided by detention door hardware supplier. Comply with applicable requirements in DHI A115 Series for detention door and frame preparation for door hardware.

c. Reinforce detention doors and frames to receive surface-mounted door hardware. Drilling and tapping may be done at Project site.

d. Locate door hardware as indicated or, if not indicated, according to HMMA 863, "Guide Specifications for Detention Security Hollow Metal Doors and Frames.”

e. Factory-cut openings in detention doors for accessories. f. Welding: Weld components to comply with referenced AWS standard. Weld

before finishing components to greatest extent possible. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding.

g. Glazing Channels: Provide minimum clearances for thickness and type of glass indicated, according to GANA's "Glazing Manual."

h. Security Fasteners: Fabricate detention doors and frames using security fasteners with head style appropriate for fabrication requirements, strength, and finish of adjacent materials, except that a maximum of two different sets of tools shall be required to operate security fasteners for Project. Provide stainless-steel security fasteners in stainless-steel materials, exterior doors and frames and interior doors and frames located in wet areas

2.7 STAINLESS-STEEL FlNlSHeS

A. General: Remove tool and die marks and stretch lines or blend into finish. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece.

B. Bright, Directional Polish: No. 3 finish, unless otherwise indicated. When polishing is completed, passivate and rinse surfaces.

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C. Remove embedded foreign matter and leave surfaces chemically clean.

2.8 SOURCE QUALITY CONTROL

A. Owner may select one detention door at random from detention doors delivered to Project and have it cut in half or otherwise taken apart for verification that construction complies with requirements.

B. Should examination disclose door construction at variance from that specified, the door manufacturer shall, upon direction of the Architect-Engineer, replace all doors shipped to the project, as of the date of inspection, with doors constructed in conformance with project specifications. Under conditions of non-conformity, the door manufacturer shall pay for the destroyed door, replacement doors and related labor.

C. Should examination prove the door was constructed in conformance with the specifications, the Owner will pay to replace the destroyed door and related labor.

2.9 EXAMINATION

A. Verify that project existing conditions and dimensions and get all shop drawings and submittals approved before beginning fabrication of doors and or deliver of same.

2.10 INSTALLATION

A. All field Installations of doors, hinges and locks will be done by TDOC in accordance with manufacturer's printed installation instructions and with Steel Door Institute's recommended erection instructions for steel frames ANSI A250.11 and NAAMM/HMMA 840.

2.11 WARRANTY

A. All hollow metal work shall be warranted from defects in workmanship and quality for a period of one (1) year from date on Bill of Lading from shipment.

END OF SECTION