Attachment No. 3 Specifications.pdf

SCCF - Dementia Unit Improvements

CDOC Project Number ADA26-005

05 50 00 - 1

SECTION 05 50 00

METAL FABRICATIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Shop fabricated steel items.

1) Metal wall panels

2) Detention furnishings

3) All other miscellaneous angles, channels, tubes and plates as indicated and required.

1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION:

A. Anchor Bolts and weld plates for anchoring metal fabrications for Section 03 10 00 -

“Concrete Formwork”.

1.03 RELATED REQUIREMENTS

A. Section 09 21 16 - Gypsum Board Assemblies: Blocking attached to metal stud framing.

B. Section 09 91 23 - Interior Painting: Paint finish.

C. Section 10 28 00 - Toilet, Bath, and Laundry Accessories: Blocking for surface mounted toilet accessories.

1.04 REFERENCE STANDARDS

A. ANSI A14.3 - American National Standard for Ladders -- Fixed -- Safety Requirements;

2008.

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.

C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-

Coated, Welded and Seamless; 2012.

D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on

Iron and Steel Products; 2015.

E. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength

Carbon Steel Plates; 2013.

F. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60

000 PSI Tensile Strength; 2014.

G. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless

Carbon Steel Structural Tubing in Rounds and Shapes; 2013.

H. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless

Carbon Steel Structural Tubing; 2014.

I. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

J. ASTM E84 – Standard Test Method for Surface Burning Characteristics of Building

Materials; Latest Edition.

K. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts, Steel and

Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile

Strength, Inch and Metric Dimensions; 2015a.

L. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015.

M. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).

05 50 00 - 2 SCCF - Dementia Unit Improvements

N. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.

2004).

O. SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004).

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable.

1) Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

1.06 QUALITY ASSURANCE

A. Fabricator Qualifications: A qualified steel fabricator that is accredited by IAS AC172.

1.07 PROJECT CONDITIONS

A. Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.

1) Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with fabrication of products without field measurements. Coordinate construction to ensure that actual opening dimensions correspond to guaranteed dimensions. Allow for trimming and fitting.

1.08 DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Section 01 60 00, "Product Requirements".

1) Store metals above ground on platforms, skids, or other supports. Protect steel from corrosion.

2) Store other materials in weathertight and dry place, until ready for use.

1.09 COORDINATION

A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

PART 2 PRODUCTS

2.01 MATERIALS - STEEL

A. Steel Sections: ASTM A36/A36M.

B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing.

C. Plates: ASTM A283/A283M.

D. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish.

E. Slotted Channel Framing: ASTM A653/A653M, Grade 33.

F. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain unless noted otherwise.

G. Hooked Anchor Bolts and Threaded Rod Anchors: ASTM A36/A36M.

H. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

I. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction.

SCCF – Dementia Unit Improvements

05 50 00 - 3

J. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction.

2.02 FABRICATION

A. Fit and shop assemble items in largest practical sections, for delivery to site.

B. Fabricate items with joints tightly fitted and secured.

C. Continuously seal joined members by continuous welds.

D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

2.03 FABRICATED ITEMS

A. Metal Wall Panels:

1) Manufacturer: Inpro Architectural Products.

2) Product: Stainless Steel Sheets and Trim.

3) Material: Stainless Steel.

4) Color: Stainless Steel.

5) Sheet Size: 48”x96”.

6) Style: 304 Alloy

7) Thickness: 18 GA

8) Trim: Stainless Steel Edge/Corner trim.

9) Fastener: adhesive per mfg.

B. Detention Furnishings:

1) Manufacturer: American Jail Products, LLC or similar.

2) Products: As called out on drawiings.

3) Material: Mild Steel.

4) Finish: Paint in field.

5) Fastener: Drive pin.

C. Sheet Metal Blocking:

1) Provide 20 ga. by 12” wide sheet metal blocking for wall mounted products full length of product. Screw sheet metal blocking at each stud along length of run with three (3) screws per stud.

D. Lintels: As detailed; prime paint finish for interior and non-wet applications. Galvanized for exterior and wet applications.

E. Door Frames for Sectional Door Openings: Channel and Angle sections; prime paint finish.

F. Steel Opening Frames: All openings in metal roof deck greater than 12” in any direction shall be supported on all four sides by a steel frame spanning between steel joists or other deck supports. Member sizes and bearing as detailed or scheduled on the structural drawings. Weld members together to form complete assembly.

05 50 00 - 4 SCCF - Dementia Unit Improvements

2.04 FINISHES - STEEL

A. Prime paint steel items.

1) Exceptions: Galvanize items to be embedded in concrete and items to be embedded in masonry.

2) Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is required, and items to be covered with sprayed fireproofing.

B. Prepare surfaces to be primed in accordance with SSPC surface preparation.

1) Exteriors (SSPC Zone 1B): SSPC-SP6/NACE No. 3, "Commercial Blast Cleaning."

2) Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning."

C. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

D. Prime Painting: One coat.

E. Galvanizing of Interior Non-structural Items: Galvanize after fabrication to ASTM

A123/A123M requirements. Galvanize items where noted.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply setting templates to the appropriate entities for steel items required to be cast into concrete or embedded in masonry.

3.03 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects per approved shop drawings.

B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

C. Field weld components as indicated on contract drawings.

D. Perform field welding in accordance with AWS D1.1/D1.1M.

E. Obtain approval prior to site cutting or making adjustments not scheduled.

F. After erection, grind and prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete.

G. Install aluminum panels parallel to stud framing.

1) Predrill holes in aluminum panels.

a) Holes to be 24” o.c.

END OF SECTION

CDOC Project Number ADA26-005 11 900-1

SECTION 11900

DETENTION EQUIPMENT GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Design, coordination, fabrication, assembly and installation of fully operational detention equipment as specified herein:

a. Section 07921 – “Detention Epoxy Sealant”.

b. Section 08712 – “Security Screws”.

c. Section 11901 – “Detention Equipment Doors and Frames”.

d. Section 11902 – “Detention Equipment Hardware”.

e. Section 11903 – “Detention Opening Security Grates”.

f. Section 11908 – “Detention Equipment Security Glazing”.

2. Conduit, wiring, tubing for complete and operational detention equipment as described elsewhere.

B. Related Work:

1. Section 01770 – “Closeout Procedures”; final cleaning.

2. Section 05500 – “Metal Fabrications”.

3. Section 09910 – “Painting”.

1.3 QUALITY ASSURANCE

A. One firm shall be responsible for providing all work as specified herein and in

Sections 11901, 11902, 11903, 11908 including composite submittals as described in 1.5 of this Section. This firm is hereafter referred to in these Sections as the Detention Equipment Contractor, (DEC).

B. Section 11901 doors and their attendant metal frames shall be fabricated by the same manufacturer.

C. Detention Equipment Contractor shall perform final field installation of detention frames, detention doors, detention hardware, detention locking devices and other equipment as specified herein.

D. Verify construction details involving detention equipment products prior to shop drawing submission.

E. Prior to installation hold pre-installation meeting per Section 01310 for purpose of reviewing products and installation methods selected, procedures to be followed in performing the work, and coordination with other trades.

F. Detention Equipment Contractor's Representative shall provide regular on-site inspection of work being done by the detention equipment installers. This shall happen once every two weeks during the construction stage when detention equipment is being installed and every day during the first two weeks.

11 900-2 SCCF - Dementia Unit Improvements

1. DEC’s Representative shall be thoroughly experienced in the application and installation of detention doors, frames and related hardware.

2. The representative shall keep a complete log of activities on the project. Dates, time, instructions given and to whom, relating to installation and proper operation of the system.

3. The representative shall participate in the final inspection of the work and the Architects Final Punch Out of all material and equipment in this scope.

1.4 APPLICABLE REFERENCE STANDARDS

A. See Sections 07921, 08712, 11901, 11902, 11903, and 11908.

1.5 SUBSTITUTIONS

A. Requests for approval of manufactures, suppliers, vendors, installers or substitutions for materials listed herein shall be made by the DEC per Section 01600.

1.6 SUBMITTALS

A. Make submittals in accordance with the requirements of Section

01330 and the following Sections. Submittals shall be provided within 30 days of the Notice To Proceed for the project.

B. Submit operation and maintenance manual outline / Table of Contents for review and approval at the same time as packages 1, 2, 3, 4, & 5 are delivered to the Architect.

C. Submittals for work in Sections 11901, 11902, 11903, and 11908 shall be submitted as complete composite packages by the Detention Equipment Contractor. Partial or incomplete packages will be rejected. Packages 1, 2, 3, 4 & 5 shall be delivered to the Architect at the same time in accordance with the approved submittal schedule.

D. The Composite Submittal packages contents are summarized below. See the submittal paragraph in sections 11901, 11902, 11903, and 11908 for details and for those submittals not required in a composite package.

1. Package #1 - Detention Equipment Doors and Frames (Section 11901).

a. Shop drawings showing (see Section 11901):

1) Door Elevations.

2) Frame Elevations.

3) Glazing Types (Actual Thickness).

4) Glazing Stops (Removable side).

5) Hardware Locations.

6) All reinforcements/Connections.

7) Grout Holes (Location/Sizes).

8) Related Construction Details.

b. Method of installation including (see Section 11901):

1) Anchorage.

2) Sequence of installation.

c. Plan drawings showing sides of removable stops (see Section 11901).

d. Primer paint data (see Section 11901).

e. Welders Certification (see Section 11901).

CDOC Project Number ADA26-005 11 900-3

f. Door testing lab report (see Section 11901).

g. Notarized letter (see Section 11901).

h. Metal Body Putty Filler product data (See Section 11901).

i. List of special tolerances (see Section 11901).

2. Package #2 - Detention Equipment Hardware (Section 11902).

a. Product data (see Section 11902).

1) Specifications.

2) Installation instructions.

3) General recommendations.

b. Sample of each hardware item (see Section 11902), hardware items may be incorporated into the Work.

c. Hardware schedules (see Section 11902).

d. Keying Drawings (see Section 11902).

1) Keymarks.

2) Lock Types.

3) Key Access Sides.

4) Quantities of keys.

e. Security Screws (see Section 08712).

f. Locking device drawings (see Section 11902).

g. Any electromechanical equipment (see Section 11902).

h. Certified test reports (see Section 11902).

3. Package #3 - Security Screws (Section 08712).

a. Submit product data for each type of security screw to be used on the project as it relates to Sections 11901, 11902, 11903, and 11908.

b. Submit samples of each screw type used on the project as it relates to Sections 11901, 11902, 11903, and 11908. (see Section 08712).

c. Submit samples of tools / wrenches to be used on the project as it relates to Sections 11901, 11902, 11903, and 11908. (see Section 08712).

4. Package #4 – Detention Opening Security Grates (Section 11903)

a. Shop drawings showing (see Section 11903).

1) Opening Elevations

2) 1/8” Scale Plan Drawings with Tag Numbers for each opening.

3) All Reinforcements / Connections.

4) Related Construction Details.

b. For Information and Record: Submit laboratory test reports for tool resisting rib steel bars, and copies of welders certification (see Section 11903).

5. Package #5 – Detention Equipment Security Glazing (Section 11908).

a. For security glass products, submit manufacturer’s technical data describing products, and manufacturer’s signed statement that such products do not fail to meet the herein specified ballistic and physical attack retention requirements (see Section 11908).

b. For glass assemblies, submit technical data describing assembly fabrication, glazing methods, and glazing products to be used for installation (see Section 11908).

c. Submit certified copies of test reports which show that windows of the type and approximate size and arrangement to be provided under this section will not leak when tested

11 900-4 SCCF - Dementia Unit Improvements according to ASTM E-1105 at a test pressure of 7.5 pounds per square foot. Test is to be run on one (1) interior and one (1) exterior window (see Section 11908).

d. Submit 12 inch long samples of each color required for each sealant and “U” gasket (see Section 11908).

e. Submit full scale corner samples (at least 8” square in size), glazed with each glass type, showing metal frame assembly, construction, glazing technique, and finish. (Note: Obtain frame sections from Section 11901 suppliers)(see Section 11908).

f. Submit results of ASTM-1044 Tabor Abrader, haze increase for 500 revolutions shall not exceed 10% for all polycarbonate sheets (see Section 11908).

g. Submit results of ASTM D1925 Yellowness Index Test with a Gardner Colormeter, yellowing shall be less than 10 during a five year period (see Section 11908).

h. Submit compatibility and adhesion test reports from sealant manufacturer indicating that glazing materials were tested for compatibility and adhesion with glazing sealants. Include sealant manufacturer’s interpretation of test results relative to sealant performance and recommendations for primers and substrate preparation needed for adhesion (see Section 11908).

i. Submit reproducible plan drawings showing glazing types for each door, window and/or opening on the project, including a tag number for each opening. These drawings shall be 1/8” scale and glazing types shall be identified by colors and/or a legend (see Section 11908).

j. Submit manufacturers recommended special precautions required for care, handling and cleaning (see Section 11908).

k. Submit copy of Operation and Maintenance Manual “Table of Contents” for review and approval (see Section 11908).

6. Package #6 - Detention Epoxy Sealant (Section 07921).

a. Submit technical product data for detention epoxy sealant material to be used on this project as it relates to Sections

11901, 11902, 11903, and 11908 (see Section 07921).

b. Submit samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view being used on the project as it relates to Sections 11901, 11902, 11903, and 11908. (see Section 08712).

c. Submit samples for verification purposes of each type and color of epoxy joint sealant selected. Install actual selected detention epoxy joint sealant in two samples of 1/2-inch wide joints formed between two (2) six (6)-inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants (see Section 07921).

d. Submit certificates from manufacturer of detention joint sealant attesting that their product complies with specification requirements and is suitable for the use indicated (see Section 07921).

e. Submit the following test reports (see Section 07921):

1) Certified test results of sealant showing compliance with specified requirements. Include results of aged performances including hardness, stain resistance, adhesion and cohesion under cyclic movement, low

CDOC Project Number ADA26-005 11 900-5 temperature flexibility, modulus of elasticity at 100 percent strain, affects of heat and aging, and affects of accelerated weathering.

2) Preconstruction field test results indicating which products and joint preparation methods demonstrated acceptable adhesion to joint substrates.

3) Certificates: Manufacturer’s certification that joint sealants comply with specified requirements and are suitable for uses indicated.

1.6 PRODUCT HANDLING

A. Detention Equipment Contractor is responsible for all detention equipment material handling to all required work areas for items installed by the Detention Equipment Contractor.

B. Conform to the applicable requirements of Division 1 and the following:

1. Delivery: Load products in such a manner that they may be transported and unloaded without being excessively stressed, deformed or otherwise damaged. Deliver products to product site cartoned or crated to provide protection during transit and project site storage. Move products to site storage location and/or installation locations as directed. Coordinate times of delivery and handling with Contractor.

2. Storage: Protect products from corrosion and deterioration. Do not store products on or in the structure in a manner that might cause distortion or damage to the products or the supporting structures.

Repair or replace damaged products or structures as directed.

3. Markings: Tag all products with markings which show proper installation locations.

4. Defective Products: Items found to be defective either through manufacturing, transit damage, field installation, etc. will be replaced within a six (6)-week period or prior to final completion which ever is sooner. Special shipment and manufacturing arrangements must be arranged to accomplish this requirement.

1.7 WARRANTY

A. In addition to Requirements of Contract Conditions, Detention Equipment

Contractor shall extend correction period for one (1) additional year.

B. Detention Equipment Contractor shall "warrant" products and installation by himself, his installers, manufacturers and product suppliers.

1.8 PATENTS

A. Detention Equipment Contractor shall assume full responsibility and shall hold harmless and shall fully indemnify Architect, Owner or any of Owner's officers or agents, from all damage claims for patent right infringements and shall defend any suit brought against any or all of the parties aforesaid for infringement claims.

1.9 APPROVED DETENTION EQUIPMENT CONTRACTORS

A. Detention Equipment Contractor List:

1. CML Security; Avondale, AZ

2. Cornerstone; Tanner, AL

3. Sustainable Security Solutions (S3); San Antonio, TX

11 900-6 SCCF - Dementia Unit Improvements

4. Southern Folger Contracting, Inc.; Newcastle, CA

B. Others seeking approval as a Detention Equipment Contractor are to make substitution requests fourteen (14) days prior to the bid date in accordance with the requirements of the Contract, and which include the following. The submittal shall be divided into the following sections, and will not be reviewed if not in the following format.

1. Submit evidence that firm has a minimum of fifteen (15) years experience in successfully completing projects of equal scope, magnitude and products similar to those specified herein. Such evidence shall consist of a list of not less than twenty (20) projects which have been in actual and satisfactory use for not less than five

(5) years and five (5) projects that utilize similar hardware as specified for this project. Provide a list of contacts at each facility, addresses and phone numbers.

2. Resume of proposed personnel in DEC’s organization that have at least five (5) years experience in: 1) design; 2) fabrication; 3) installation of equipment comparable in quality and type to that required herein; and 4) a listing of not less than five (5) projects, comparable in quality and type to this project that have been executed by the proposed project personnel. Resume shall address each of the four (4) items above for each person.

3. Copy of Colorado Contractors License.

4. Provide statement indicating the firm has not filed for bankruptcy protection within the past ten (10) years.

5. Submit a letter from the lock and electromechanical device manufacturer stating that this firm is a factory-trained fully authorized distributor and installer of their complete line of products.

6. Submit a statement letter from the Surety Company stating that a 100% Payment and Performance Bond will be supplied if selected as the successful Detention Equipment Contractor.

C. Requests shall be considered only from competent and reputable firms who specialize in this particular branch of work and who can demonstrate to the satisfaction of the Architect and Owner that they are fully capable of completing detention equipment work in accordance with requirements. The Architect reserves the right to consider each request on merits of material furnished or otherwise at this disposal, and to reject any or all requests which are not in the Owner's best interest. The Owner's decision in this matter will be final and incontestable. Detention Equipment Contractor’s accepted for bidding on this project will be announced by addendum before bid date.

Bids received from others not named by addendum will be deemed non-responsive.

1.10 EXTRA STOCK/SPARE PARTS

A. Provide quantities indicated in Sections 11901, 11902, 11903, and 11908.

B. Deliver to location directed by Owner, cartoned to provide protection during transit and storage. Obtain receipt when delivered.

C. Spare parts and extra stock will be retained by the owner and will not be released for use in installation.

1.11 OPERATING INSTRUCTIONS AND MATERIALS

A. Provide four (4) operating/maintenance manuals and instructions for all

Sections 11901, 11902, 11903, and 11908 requirements. Include complete

CDOC Project Number ADA26-005 11 900-7 listing of spare parts furnished under detention equipment work (with re-order part numbers and re-order procedures), a list of contact persons (including addresses, phone numbers) for both routine and emergency advice, and a schedule for all maintenance activities required for each appropriate item provided.

B. Include graphic and narrative descriptions of all equipment defining parts and their assembly; function; trouble-shooting situations and repair options, maintenance, replacement, and adjustment instructions.

C. The object of the provided operating/maintenance manuals, shall be to communicate a total understanding of operations and maintenance of all detention equipment included in the work.

1.12 OWNER TRAINING

A. The object of the provided training materials and instruction periods shall be to communicate a total understanding of operations and maintenance of all detention equipment included in the work. Coordinate with the Owner to review materials and instruction periods, to assure Owner instruction and information requirements will be met. Obtain approval prior to scheduling training sessions.

B. Provide a representative approved by the Owner, who is knowledgeable in operation of detention equipment, and who has thorough knowledge of its mechanisms, for an on-site instruction and training period involving Owner's designated personnel. Representative must be capable of training personnel in the adjustment and operation of detention equipment including pertinent safety requirements, and instructing maintenance personnel in its operation, repair, and upkeep.

1. The Detention Equipment Contractor shall video tape each training.

The video taping does not have to include individual student practice.

The video tape shall be transferred to a DVD and shall be structured for easy reference by the facility's training staff for future use.

D. During the warranty period, if significant changes or modifications take place in the equipment or system, additional instruction shall be provided at no cost to the Owner (unless such changes or modifications are Owner initiated) to acquaint the operating personnel with the changes or modifications.

PART 2 - PRODUCTS

2.1 GENERAL

A. Comply with the requirements of Sections 07921, 08712, 11901, 11902, 11903, and 11908.

PART 3 - EXECUTION

3.1 GENERAL

A. Examine the areas and conditions under which installation is to occur and document conditions detrimental to the proper and timely completion of the work. Installation shall not proceed until unsatisfactory conditions are corrected. Beginning installation indicates acceptance of existing conditions.

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B. See 1.2 Quality Assurance, pre-installation requirements.

C. Protect adjacent surfaces while installing products against damage and stains. Prepare same to provide correct installation of Detention Equipment.

D. Ascertain location and arrangement of anchorage required to accommodate work; coordinate with other trades where necessary to make provisions for installation.

E. Furnish setting drawings, diagrams, templates, instructions, and directions for installation of all products. Coordinate delivery of such products to project site.

F. Distribute all items to installation locations immediately prior to installation, complying with all applicable product handling requirements. Coordinate timing of distribution.

G. Coordinate with other trades for proper location of roughing-in services and service connections specified elsewhere.

3.2 INSTALLATION

A. Securely place products in locations required. Install in alignment, free from warp, twist or distortion, plumb, level and true. Comply with reviewed shop drawings, manufacturer's instructions and recommendations for both handling and installation of the products for particular conditions of installation in each case, except where more stringent requirements are indicated or specified, or where project conditions require extra precautions or provisions for satisfactory performance of work. Where printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding. Do not install products which are observed to be defective.

B. Perform cutting, drilling and fitting required for installation of detention equipment.

C. Set work accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels with lines visually parallel.

D. Cut necessary holes for installation of other work in detention equipment;

comply with templates or details drawings furnished by other trades prior to fabrication and installation of detention work.

E. Comply with AWS Code for procedures of manual shielded metal-arc welding, appearance and quality of welds made, and methods used in correcting welding work. Where surfaces are to be exposed to view, grind welds smooth; finish holes, defects, other imperfections so surfaces will be smooth when painted. All Partially welded metal to metal joints exposed shall be filled with metal body putty and ground smooth to create a continuous filled joint prior to painting.

F. Field welding or other field attachment of metal assemblies to embedded anchorages shall be accomplished by Detention Equipment Contractor, field welding shall be performed on products supplied by manufacturers if the product does not meet these requirements. Where metal assemblies are to be set into concrete or concrete masonry, brace such assemblies. Where assemblies are to have non-adjustable anchors, or where anchorage must be

CDOC Project Number ADA26-005 11 900-9 pre-set prior to setting frames in substrates, anchorage attachment to assemblies shall be by Detention Equipment Contractor.

G. Install detention epoxy sealant around frame edges as indicated conforming to Section 07921 requirements.

H. Fasteners:

1. Set removable security screws in locktite (removable grade).

2. Set concrete / masonry anchors in an adhesive resin capsule.

3.3 FIELD QUALITY CONTROL

A. Detention Equipment Contractor shall provide written approval of installation of all products as specified and used on this project as it relates to Sections 07921, 08712, 11901, 11902, 11903, and 11908 upon completion. Transmit approval in writing to Architect.

3.4 ADJUSTMENT, REPAIRING

A. When connections to electromechanical and low voltage (24 VDC) power are made, test all electromechanical operating or sensing items and adjust to proper functions. Test controlled doors utilizing the control consoles under normal operating procedures.

B. Adjust and lubricate moving parts to operate smoothly and quietly, without binding.

C. Work shall be free from scratches, dents, permanent discolorations and other defects; remove and replace damaged parts, surfaces with imperfections, or damaged during installation or thereafter before time of final project acceptance.

D. Prior to touch-up painting, remove objectionable foreign material from metal surfaces including connections. Touch-up welds, bolted connections, and all abraded/damaged areas in shop applied finish with metal primer paint.

3.5 PROTECTION, CLEANING

A. Comply with Section 01770 requirements.

B. During installation, protect adjacent surfaces and detention equipment from damage. Work shall be free from scratches, dents, permanent discolorations and other defects; remove and replace damaged parts, surfaces with imperfections, or damaged during installation or thereafter before time of final project acceptance.

C. Remove all non-permanent labels, non-permanent protective coatings and identifying marks, and thoroughly clean all surfaces, remove foreign materials prior to inspections intended to set date of substantial completion. Clean concealed work similarly, prior to enclosure.

D. During installation, maintain storage and work area, and installation locations, in neat, orderly, broom clean condition.

11 900-10 SCCF - Dementia Unit Improvements

E. Detention Equipment Contractor shall advise Contractor of required procedures for protection of completed detention work by the contractor.

Advice shall extend through period of installation of other work near detention work, and also through remainder of construction period, for the purpose of assurance that detention equipment will not be damaged.

SCCF - Dementia Unit Improvements 11 901-1

SECTION 11 901

DETENTION EQUIPMENT DOORS AND FRAMES

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 01 Specification Sections, apply to this

Section.

1.2 SUMMARY

A. Section Includes:

1. Design, coordination, fabrication, assembly and installation of detention metal assemblies, applied glazing stops and fasteners, and other items required to assure proper and complete assemblies, conforming to the requirements of this Section and Section 11900. See the symbols legend on the Architectural Contract Drawings cover sheets for detention assemblies.

2. Grouting of detention hollow metal assemblies as specified herein.

3. Installation of detention epoxy sealant for detention hollow metal assemblies. See Section 07921.

B. Related Work:

1. Section 07921 – “Detention Epoxy Sealant”.

2. Section 08712 – “Security Screws”.

3. Section 11900 – “General Requirements for Detention Equipment”:

Related Work Noted Therein.

4. Section 11902 – “Detention Equipment Hardware”.

5. Section 11908 – “Detention Equipment Security Glazing”.

1.3 QUALITY ASSURANCE

A. Comply with requirements of Section 11900 - "General Requirements for

Detention Equipment".

B. Qualifications for Welding work:

1. Qualify welding processes and welding operators in accord with AWS "Standard Qualification Procedure."

2. Provide certification that welders to be employed in work have passed AWS qualification tests within previous twelve months. If recertification of welders is required, retesting will be Detention Equipment Contractor's responsibility.

C. When possible, take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting of the work. Otherwise, indicate field measurements on reviewed shop drawings.

D. Shop Assembly: Preassemble products in shop to greatest extent possible to minimize field splicing and assembly. Disassemble products only as necessary for shipping and handling limitations. Clearly mark products for reassembly and coordinated installation.

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E. Field Samples: Provide mockup samples under provisions of Division one (1) and Section 11900.

1.4 SUBMITTALS

A. Make submittals in accordance with the requirements of Section 01330 and

Section 11900. An asterisk (*) indicates items required in a composite package. See Section 11900(1.5)D for a summary list of composite submittal packages.

*B. Submit "composite" type shop drawings for each opening, showing complete details of construction including glazing, glazing stops, doors, frames, all hardware and electronic products whether included as detention equipment or otherwise, reinforcements, joints, connections and all other related types of construction. Also include methods of installation including anchorage and include diagrams showing the sequence of installation. Shop drawings that are non-conforming to the above will be rejected.

1. All details at 3”=1’-0” minimum.

2. Enlarged plans at ½”=1’-0” minimum.

*C. Indicate on 1/8" scale floor plan drawings the sides of glazed frames and doors where applied glazing stops are intended to be set.

*D. Submit data defining proposed primer paints; include descriptions of equivalence to types specified and written confirmation that selected primer paints are compatible with finish paints and base materials.

*E. Submit frame installation jigging system.

*F. Furnish interior glazing frame corners to Detention Equipment Glazing supplier for glass installation samples. Provide 1-12" corner, sample frame for each glass product in a detention frame.

*G. For information and record, submit copies of welder's certification.

*H. Submit an independent testing laboratory report certifying the following minimum performance of the manufacturer's typical flush 3 ft x 7 ft prison doors:

1. Test "A" - Static Load: Under centrally applied load of 14,000 lbs. (660 lbs. per square foot) at quarter points the maximum permitted deflection of 0.58" with a rebound of 0.015 after release of load.

2. Test "B" - Rack Test: Under a concentrated load of 7,500 lbs. on one unsupported corner of door the maximum deflection shall not exceed 3.5" without failure.

*I. Submit notarized letter certifying that materials and fabrications proposed comply with the specifications.

*J. Submit metal body putty filler product data.

*K. Submit a list of special tolerances that must be adhered to during construction by other trades.

*L. Should examination disclose door construction at variance with the details specified, the door manufacturer shall, upon direction of the Architect, replace all doors shipped to the project, as of the date of inspection, with doors constructed in conformance with project specifications. Detention

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Equipment Contractor is to include the cost and labor required for destruction and replacement of the destroyed doors in his bid. If the doors fail the inspection a re-test will occur similar to the above criteria at no additional cost to the Owner.

1.5 APPLICABLE REFERENCE STANDARDS

A. Comply with the following except where more stringent requirements are required.

1. AWS D1.1 "Structural Welding Code – Structural Steel".

2. AWS D1.3 “Structural Welding Code – Sheet Steel".

3. ASTM A366 "Steel Sheet, Carbon, Cold-Rolled, Commercial Quality."

4. ASTM A36 "Specification for Structural Steel".

5. ASTM A501 "Hot-Formed Welded and Seamless Carbon Steel Structural

Tubing".

6. ASTM A653M "Steel Sheet, Zinc Coated (Galvanized) by the Hot-Dip

Process, General Requirements".

7. ASTM A653A "Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip

Process, Commercial Quality".

8. ASTM A569 "Steel, Carbon, (0.15 Maximum, Percent) Hot-Rolled Sheet and Strip, Commercial Quality".

9. ASTM A568 "Steel, Carbon and High-Strength Low-Alloy Hot-Rolled

Sheet, Hot-Rolled Strip, and Cold-Rolled Sheet".

10. ASTM B117 “Method of Salt Spray (fog) Testing”.

11. ASTM C143 “Standard Test for Slump of Hydraulic Cement Concrete”.

12. ASTM D1735 “Practice for Testing Water Resistance of Coating Using

Water Fog Apparatus.

13. HMMA "Hollow Metal Manufacturers Association", Unless Otherwise

Specified.

14. AISI 304 “Stainless Steel Sheet”.

15. HMMA-863 Detention Hollow Metal Guide Specification, as Modified

Herein.

16. NFPA 80 “Fire doors and Windows”.

1.6 PROJECT CONDITIONS

1.7 PRODUCT HANDLING/DELIVERY

Detention Equipment" and HMMA 840-Installation and Storage of Hollow Metal Doors and Frames.

B. Provide frame spreaders for shipment. Do not remove spreaders until after frame installation.

C. When shipping limitations so dictate, frames for large openings shall be fabricated in sections designed for splicing in the field by installers.

1.8 WARRANTY

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1.9 PATENTS

1.10 APPROVED HOLLOW METAL ASSEMBLY SUPPLIERS

A. Hollow Metal Assembly Supplier List:

1. Chief Industries.

2. Curries Company.

3. Habersham Metal Products Company.

4. Independent Steel Products.

5. Trussbilt Inc.

6. Willo Products Company.

7. American Steel Products.

8. Claborn Manufacturing Company.

B. Others seeking approval as a Hollow Metal Supplier are to make substitution requests in accordance with the requirements of the Contract, and which include the following:

1. Submit evidence that firm has a minimum of ten (10) years experience in successfully completing projects of equal scope and magnitude with products as specified herein. Such evidence shall consist of a list of not less than five (5) projects which have been in actual and satisfactory use for not less than five (5) years. Provide a list of contacts at each facility, addresses and phone numbers.

2. Provide a list of all projects in the past five (5) years in which the proposed firm has been involved in litigation with a city, county, state or federal government agency and the status thereof.

3. Furnish frame corners sections of door and window frame for review.

Provide 2-12" corner, sample frames.

4. Submit copies of welder's certification for all personnel who will perform services on this project.

5. Submit a full size corner sample of each type door and frame showing door construction, face stiffening, insulation, and top hinge reinforcements; details of each type of door and frame, performance data in accordance with performance tests specified below.

6. Submit a statement letter from the Surety Company stating that a 100% Payment and Performance Bond will be supplied if selected as the successful Detention Hollow Metal Assembly Supplier.

7. Performance Tests: All detention hollow metal door manufacturers shall submit to the Architect evidence of compliance with ASTM F 1450 and HMMA 863. Test reports and documentation shall be in accordance with ASTM F 1450.

a. Test Specimens: Test doors shall be 3'-0" W x 7'-0" H with 100 square inch vision panel, 5" x 20" clear opening, positioned generally as shown in ASTM F 1450, Figure 3. Test doors and frames shall be prepared for hardware as specified in ASTM F 1450, Section 6 "Specimen Preparation".

b. Testing Procedures: Test doors and frames shall be furnished with hardware in accordance ASTM F 1450, Section 6 - "Specimen Preparation". Latch throw of the lock shall not exceed one (1) inch. Assemblies shall be tested in accordance with procedures outlined in ASTM F 1450, 7.2 - "Door Assembly Impact Test".

c. Door Static Load Test: Doors shall be tested in accordance with procedures outlined in ASTM F 1450, 7.3 - "Door Static Load Test".

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d. Door Rack Test: Doors shall be tested in accordance with procedures outlined in ASTM F 1450, 7.4 - "Door Rack Test".

e. Performance Criteria for load testing shall be in accordance with applicable paragraphs of ASTM F 1450, Section 7 - "Procedures".

f. Glass Stop Test: A rectangular view window test frame shall be constructed with a glass opening size of 28" x 33" (+1"). The frame shall be constructed of commercial quality steel meeting ASTM standard A366 or A569, 12 gauge maximum.

Refer to HMMA 863, Figure 5, for test frame configuration.

1) A steel plate of 3/8" minimum thickness shall be glazed in place using the specified glass stop.

2) The test frame assembly shall then be rigidly fixed in the vertical position with the removable glass stop on the opposite side of the 3/8" plate from the impact ram.

3) A target on the side of the 3/8" plate shall be marked in one corner no more than 6" away from the stops.

4) Using the door ram pendulum system specified in ASTM F 1450, Figure 2 deliver four hundred (400) impacts of 200 Ft-lbs. each, on the target area. Removable glass stops and the 3/8" plate shall remain firmly in place so that removal cannot be accomplished without removing the retaining screws. There shall be no more than one (1) broken screw in the assembly after impact test.

C. Requests shall be considered only from competent and reputable firms who specialize in this particular branch of work and who can demonstrate to the satisfaction of the Architect and Owner that they are fully capable of completing detention equipment work in accordance with requirements. The owner reserves the right to consider each request on merits of material furnished or otherwise at this disposal, and to reject any or all requests which are not in the owner's best interest. The Owner's decision in this matter will be final and incontestable. Detention Hollow Metal Suppliers accepted for bidding on this project will be announced by addendum before bid date.

Bids received from others not named by addendum will be deemed non-responsive.

1.10 EXTRA STOCK/SPARE PARTS

Detention Equipment."

B. Provide one (1) Type DA door sized for the typical. Prime paint only.

C. Furnish five (5) percent extra fasteners and other miscellaneous accessories required for installation.

1.11 OPERATING INSTRUCTIONS AND MANUALS

A. Comply with requirements of Sections 01770 and 11900 - "Closeout Procedures and General Requirements for Detention Equipment".

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PART 2 - PRODUCTS

2.1 MATERIALS REQUIRED

A. Hot-Rolled Steel Sheets: ASTM A569 carbon steel, commercial quality, pickled and annealed.

B. Cold-Rolled Steel Sheets: ASTM A366 carbon steel, commercial quality, pickled and annealed.

C. Galvanized Steel Sheets: ASTM 653M carbon steel, zinc-coated (Galvanized) or Zinc Alloy-Coated by the Hot Dip Process.

D. Channels, Angles, Flat Bars, Steel Plate: ASTM A36 steel.

E. Steel Tubular Products: ASTM A500, grade B; 46,000 psi yield point required.

F. Security Screws: Provide security screws as specified in Section 08712.

G. Welding Electrodes: AWS Code series E70XX covered mild steel type.

H. Metal Primer Paint: Weldable metal primer, 3.0 mils dry minimum, verify compatibility with the required finish coats of paint. Coordinate selection of metal primer with finish paint requirements specified elsewhere.

I. Metal Body Putty: Bondo or other accepted epoxy filler.

J. Weld Studs: TRW Nelson Division "headed" studs; weld to steel plates.

K. For Expansion Bolts Concealed From View: FS FF-S-325, group II, type 4, class 1 wedge type expansion anchors with FS QQ-Z-325C, type I, class 3 plated finish. Provide each anchor complete with bolt, expansion sleeve, hex nut, washer; 1/2" dia. size required with length as required for 2-3/4" minimum embedment depth or minimum depth as required by the local code.

L. Detention Equipment Hardware: See Section 11902.

M. Electrical Conduit:

1. Raceways: Rigid metal conduit and intermediate metal conduit (IMC) shall be steel, galvanized inside and outside and shall be as manufactured by Republic Steel, Triangle, National or approved equal. Minimum 3/4" trade size conduit shall be used.

2. Raceway Fittings: Fittings for steel conduit shall be galvanized or cadmium plated. Fittings for rigid conduit and IMC shall be threaded.

Couplings shall be galvanized steel. Locknuts and bushings shall be steel or malleable iron.

3. Quantities: Provide separate conduit for each function listed below:

a. Power over 24 volts.

b. Power 24 volts and under.

c. Audio communications.

d. Lighting power requirements.

N. Lock Keys: See Section 11902 - "Detention Equipment Hardware".

O. Type 304 Stainless Steel.

P. Screw Thread Adhesive: Locktite #242 Blue, removable grade. Provide screw thread adhesive primer recommended by manufacturer.

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Q. Exposed Fasteners: ASTM A307, Grade A.

2.2 DOOR AND FRAME FABRICATION

A. General Workmanship: Use only materials of size and thickness as indicated which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness; work to dimensions indicated or accepted on shop drawings. Form exposed work true to line and level with accurate corners and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise noted.

B. Hardware Preparation: Templates, hardware schedules to be furnished by

Section 11902 suppliers. Prepare Section 11901 products to accept all required hardware properly.

C. Painting: Shop paint all metal work, except members or portions of members to be embedded in concrete or unit masonry. Prepare galvanized frames as required to accept paint. Remove scale, rust and other deleterious materials before applying shop coat; comply with Steel Structures Paint Council (SSPC) "SP-3 Power Tool Cleaning (for field welds only) or SP-7 Brush-Off Blast Cleaning" requirements. Immediately after surface preparation , brush or spray on primer in accord with manufacturer's instructions and at a rate to provide total uniform dry film thickness of 3.0 mils.; use painting methods which will result in full coverage of joints, corners, edges and exposed surfaces.

D. Applied Glazing Stops: For all types, provide as indicated; form using 12 ga.

hot rolled steel sheet except where angle types are required. "Mitered corner" design is required, with fully welded corners to provide a one piece glazing stop is required. Obtain all necessary tolerances for glass and glazing from Section 11908 suppliers. Secure to frames using security screws; space 2" from each applied stop corner and uniformly spaced on not greater than eight (8) inches between. Drill and tap to receive security screws. Protect inside of frame to assure complete screw penetration when frame is grouted full, with continuous mortar boxes. Use of “self-drilling” screws is not allowed.

Coordinate placement of stops with work of Section 11908. Ship frames to project site with stops secured with standard screws. Also, ship security screws (plus 10% spare) in appropriate containers labeled and tagged to match frames. Provide instructions for proper stop installation to the installer of Section 11908 products and, when acceptable, approve such installation in writing.

E. Welding: Steel and stainless steel components not plant fabricated shall be designed for plug or stitch weld field-welded…