Section_08_13_00_Stainless_Steel_Doors_and_Frames__02_28_2019.docx

SECTION 08 13 00

STAINLESS STEEL DOORS AND FRAMES

10 15 2018

PART I GENERAL

1.01 SUMMARY

A. Stainless steel doors- Monumental Wide Stile Entrance Series for heavy traffic use.

B. Stainless steel frames for heavy traffic use.

C. Stainless steel vision light kits and/or louvers installed in stainless steel doors.

1.02 REFERENCES

A. ANSI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing.

B. ASTM A 167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

C. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions.

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

E. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies

F. UBC 7-2-97 - Fire Tests of Door Assemblies, Parts I and II

G. UL10b - Fire Test of Door Assemblies

H. UL10c - Positive Pressure Fire Test of Door Assemblies

I. ASTM E 152 - Standard Methods of Fire Tests of Door Assemblies.

J. AWS D9.1 - Sheet Metal Welding Code.

K. NAAMM HMMA 866 - Guide Specifications for Stainless Steel Doors and Frames.

L. NAAMM HMMA 861 – Guide Specifications for Commercial Hollow Metal Doors and Frames.

M. NAAMM Metal Finishes Manual.

N. ANSI 250.8 - Recommended Specifications Standard Steel Doors and Frames.

O. NFPA 80 - Fire Doors and Windows.

P. SDI 105 - Recommended Erection Instructions for Steel Frames.

1.03 RELATED PRODUCTS

A. Single Manufacture: All products in this section shall be supplied by a single manufacturer. To ensure consistency in quality, warranty, finish, and product compatibility, products supplied by different manufacturers are not acceptable.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate with installation of other components that comprise the exterior enclosure.

B. Pre-installation Meeting:

a. Attendees: Owner’s Representative, Architect, General Contractor, Structural Engineer, Mechanical Engineer, Consultants, Entrance Installer. Entrance Manufacturer’s Representative, structural support installers, and installers whose work interfaces with entrance and glazing.

2. Agenda:

a. Review and finalize construction schedule.

b. Review code and project performance compliance documentation and testing requirements including product certification for energy (U-value, SHGC), condensation, ADA, acoustics, etc.

c. Review product specific mockups and field testing requirements.

d. Verify availability of materials, installer’s personnel, equipment, and facilities required to maintain schedule.

e. Review means and methods related to installation, including manufacturer’s written instructions.

f. Examine support conditions for compliance with requirements including alignment and attachment to structural members.

g. Review flashings, membrane interface with entrance, wall penetrations, openings, and conditions of other construction affecting this Work.

h. Review temporary protection requirements for during and after installation of this Work.

1.05 PERFORMANCE REQUIREMENTS

A. Design Wind Loads

1. Provide aluminum entrance system with all structural components including but not limited to anchors and mullions based on the following wind load design pressures and the deflection and stress criteria of paragraph 1.04 B. Pressures based on Allowable Stress Design (ASD).

a. 30.5 PSF positive and negative - typical zones

41.7 PSF negative - corner zones.

b. Basic Wind Speed of 120 mph

i. Exposure Category C

ii. Importance factor 1.15

c. Design criteria based on 2017 Ohio Building Code or 2015 IBC.

B. Air and Structural Performance:

1. Air Infiltration Performance:

a. Shall not exceed 1.0 cfm/ft2 at 1.57 psf static air pressure differential, when tested per ASTM 283.

2. Structural Performance:

a. Design Loads: System to withstand +/- 30 psf when tested per ASTM E330.

i. Maximum allowable deflection of L/175 of the clear span for spans up to 13’-6” or L/240 of clear spans plus ¼” for spans greater than 13’-6” or an amount that restricts edge deflection of individual glazing lites of glass to ¾” whichever is smaller.

b. 1.5x Design Loads: System to withstand +/- 45 psf when tested per ASTM E330.

i. There shall be no permanent deformation of main frame members in excess of 0.2% of its clear span, glass breakage, or permanent damage to fasteners or anchors.

c. Forced Entry Resistance when tested per AAMA 1304: 300 lbs C. Thermal Transmittance and Condensation Resistance Performance Requirements

1. Thermal transmittance (U-factor) for glazing system shall not exceed 0.40 BTU/hr-ft2- OF per NFRC 100.

2. Solar Heat Gain Coefficient (SHGC) for the glazing area shall be determined in accordance with NFRC 200.

1.06 SUBMITTALS

A. Submit under provisions of Section 01 33 00 SUBMITTAL PROCEDURES.

B. Product Data: Provide manufacturer's standard details and catalog data demonstrating compliance with referenced standards.

C. Shop Drawings: Submit for approval the following:

1. Shop drawings for the fabrication and installation of stainless steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location, installation requirements of finish hardware and reinforcements, and details of joints and connections, and vision lite requirements.

2. Schedule of doors and frames shall use the same reference numbers for details and openings as those on the contract drawings.

3. If grained finish, show all graining details.

D. Samples: (only when required with submittals) A. Door: 12-inch square corner section with hinge preparation, top and internal construction, and vertical edge.

B. Door Frame: 12-inch by 12-inch corner section with hinge reinforcement and plaster guard.

C. Finishes: 6-inch square flat piece for each finish.

E. Advise in writing should any doors be ineligible for standard fire labels due to door size, hardware, vision openings, or other features required by the Contract Documents.

F. Submit manufacturer’s recommended cleaning and maintenance instructions.

1.07 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with at least twenty years of documented experience.

B. Designer Qualifications: Design structural support framing components under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State of Ohio.

C. Installer: Company approved by manufacturer and specializing in performing work of this section with at least 10 years of documented installation experience.

D. Source Limitations: Obtain the entrances and all products listed in Section 1.03 from a single manufacturer.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Store products indoors and protect from moisture, construction traffic, and damage.

B. Store doors and frames on non-metal skids a minimum of 4 inches off the ground, with minimum 1/4-inch spacers between adjacent units, doors and/or frames. Cover to permit air circulation.

C. All material to be fully crated for transit such that it would survive any distance of transportation to the job site or storage location.

D. Store uncrated 3 sided frames standing upside down. Do not place objects on flat surface of horizontally stacked doors.

1.09 FIELD CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of this Work to be performed according to manufacturer's installation instructions and warranty requirements.

B. Field Measurements: Verify locations of structural members and wall opening dimensions by field measurements before fabrication of entrance framing and indicate measurements on Shop Drawings.

C. Install sealant according to sealant manufacturer guidelines.

D. Coordinate installation with other applicable trades.

1.10 WARRANTY

A. Stainless Steel Monumental Entrance Warranty:

1. Manufacturer agrees to provide parts and labors to repair or replace defective entrance components for a period of 10 years from the date of shipment.

2. The warranty for tie rod corner construction extends to the useful life of the entrance door for a period of 10 years from the date of shipment.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Provide both doors and frames from a single manufacturer who has specialized in the manufacture of commercial stainless steel entry doors and frames for no less than 10 years.

B. Stainless Steel doors and frames to be manufactured in the USA. All fabrication including bending, forming, shearing, assembly, and finishing is performed in a United States facility.

2.2 MATERIALS FOR DOORS AND FRAMES

A. Steel: ASTM A 167, commercial quality type #304L stainless steel.

2.3 FABRICATION

A. General:

a) Door shall be integrally manufactured using face sheets of prime stainless steel. No cladding or substrate will be allowed.

b) All internal components, reinforcements and anchors shall be fabricated from stainless steel.

c) Fabricate in compliance with referenced standards, except where exceeded by the requirements of this Specification.

B. Stainless Steel Doors:

1. Gauge

a) 16 gauge (0.062” min.)

2. Core

a) Construct doors with polystyrene insulation cores, permanently bonded to face skins.

3. Door Thickness: 2” unless otherwise specified.

4. Vertical Door Edge

a) Seamless: fully and continuously welded except at hardware cutouts; door shall be #6 finish, refinish and polish door edge to match face surface. Exposed joints or visible seams are not acceptable.

b) Lock Seam: spot welded interlocking door edges with visible vertical edge seam on hinge and lock edges except where hardware cutouts exist.

C. Stainless Steel Frames

1. Gauge

a) 14 gauge (0.078” min.)

2. Welded Frames

a) Face Trim Weld – head face fully welded to jamb face trim. Frame shall be #6 finish frame, dress weld and polish to match #6 with no visible trim seam.

b) Full Weld – continuous weld throat, face, rabbet, stop. Dress face welds and polish to match #6 with no visible seams.

NOTE: Weld marks or burns on #6 finish frames are not acceptable.

3. Anchors

a) Anchors of 100% stainless steel.

b) Type of anchor determined by wall condition and size of opening.

D. Hardware Reinforcements:

1. Door and Frame reinforcements for builder's hardware, to be of 100% Stainless steel.

a) Hinge reinforcements: Continuous Hinges shall be provided in accordance with ANSI / BHMA A156.26 and shall be 7 gauge, stainless steel.

b) Strike reinforcements: 14 gage stainless steel.

c) Closer reinforcements: 14 gage stainless steel.

d) Surface hardware reinforcements: 14 gage stainless steel.

e) Dust covers: At frame hinge preps, ¼” thick closed cell polyurethane foam with acrylic self-adhesive backing or minimum 22 gage stainless steel; minimum 22 gage stainless steel provided behind all other mortised hardware cutouts.

Note: Weld or burn marks on the exposed faces will not be acceptable.

2. Fabricate all components for doors and frames from stainless steel. Other types of metal, or non-stainless steel will not be acceptable.

3. Welding: Execute welding such that no weld marks are visible on any exposed surface, Comply with AWS D9.1. Perform welding with gas tungsten arc (TIG) equipment, alloy 308 stainless welding rods. Maintain proper welding temperature to avoid discoloring adjacent metal. Clamp components in appropriate jigs to avoid distortion and warpage. Discolored, distorted, or warped work will not be accepted.

2.4 FINISHES

A. Doors:

1. #6 brushed satin finish

B. Frames:

1. #6 brushed satin finish

C. #6 Finish Welds: Exposed spot welds or other weld marks on exposed surfaces are not acceptable. Grind exposed welds smooth, and re-polish to match specified and surrounding finishes.

D. Graining: For #6 finish, all trim faces shall be re-polished to attain consistent vertical graining.

E. #6 brushed satin graining shall run in the direction of the longest dimension of the fabrication member (eg. head, jamb, mullion, bar) prior to assembly.

PART 3 EXECUTION

3.01 VERIFICATION OF CONDITIONS

A. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of this Work.

B. Notify Contractor in writing, with a copy sent to Owner and Architect, of any conditions detrimental to proper and timely completion of this Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

D. Start of this Work shall indicate acceptance of areas and conditions as satisfactory by the Installer.

3.02 INSTALLATION

A. Preparation: Coordinate and furnish anchors, concrete inserts, sleeves, anchor bolts, and other accessories to be embedded in concrete or masonry construction or welded to structural steel. Coordinate delivery of these items to project site.

B. Install stainless steel entrances in accordance with manufacturer's installation instructions, reviewed product data, approved shop drawings, and as indicated on Drawings per Professional Engineer review when applicable.

C. Do not install damaged components.

D. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

E. Provide alignment attachments and shims to permanently fasten system to building structure.

F. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work.

G. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints.

H. Coordinate attachment and seal of membrane materials per architectural drawings. Refer to section 07 92 00.

I. Install accessories with positive anchorage to building, weather tight mounting, provisions for thermal expansion, and coordinate installation with flashings and other components.

J. Install hardware using templates provided. Refer to Section 08 71 00 for hardware installation requirements.

K. Install glass in accordance with Section 08 81 00, using glazing method required to achieve performance criteria.

L. Install perimeter sealant in accordance with Section 07 92 00.

M. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired.

N. Adjust operating hardware for smooth operation.

O. Tolerances:

1. Maximum variation from plumb: 1/16” every 3’ non-cumulative, or 1/16” per 10’, whichever is least.

2. Maximum Misalignment of two adjoining members abutting in plane: 1/32”.

3.03 CLEANING

A. Clean doors and frames in accordance with manufacturer’s written instructions.

B. For #6 Finish, restore slight blemishes in finishes in accordance with manufacturer’s written instructions to match original finish.

3.04 PROTECTION

A. Protect installed products from damage during subsequent construction.

B. Prior to completion and acceptance of the work, restore damaged doors and frames to original condition, or replace with new ones.

END OF SECTION

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