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SECTION 08116
BULLET-RESISTANT STEEL DOORS AND FRAMES
NOTE ** This section is based on products of Krieger Steel
Products, at the following addresses:
NOTE ** Corporate Offices: 4880 Gregg Road
NOTE ** Pico Rivera, CA 90660
NOTE ** Tel: (562) 695-0645
NOTE ** FAX: (562) 692-0146
NOTE ** Branch Offices:
NOTE ** Seattle Office: Tel: (206) 547-1382
NOTE ** St. Louis Office: Tel: (314) 993-9119
NOTE ** Arizona Office: Tel: (602) 834-0555
NOTE ** San Francisco Office: Tel: (415) 893-9736
NOTE **
NOTE ** Krieger Steel Products also manufactures blast
resistive steel door systems, sound control steel
door systems, acoustical wood door systems, and
stainless steel doors and frames.
NOTE **
NOTE ** SECTION 08116 - BULLET-RESISTANT STEEL DOORS AND
FRAMES, Copyright 1998, The Architect's Catalog,
Inc.
PART 1 GENERAL
1.1 SECTION INCLUDES
NOTE ** Delete items below not required for project.
A. Bullet-resistant steel door and frame systems.
B. Door hardware for bullet-resistant steel door and frame
systems.
1.2 RELATED SECTIONS
NOTE ** Delete any sections below not relevant to this
project; add others as required.
A. Section 08710 - Door Hardware.
B. Section 08800 - Glazing.
C. Section 09900 - Paints and Coatings.
NOTE ** Delete any references below not relevant to this
project; add others as required.
1.3 REFERENCES
A. AISC Manual of Steel Construction; American Institute of
Steel Construction.
B. AISI Cold Formed Steel Design Manual; American Iron and
Steel Institute.
C. ASTM A 366 - Standard Specification for Steel, Carbon,
Cold-Rolled Sheet, Commercial Quality.
D. ASTM A 569 - Standard Specification for Steel, Carbon,
(0.15 Maximum Percent), Hot-Rolled Sheet and Strip,
Commercial Quality.
E. ASTM A 653/A 653M - Standard Specification for Steel
Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated
(Galvannealed) by the Hot Dip Process.
F. ASTM E 152 - Method for Fire Test of Door Assemblies.
G. Formulas for Stress and Strain; J. W. Roark and W. C.
Young; McGraw-Hill Book Company.
H. HMMA 840 - Installation and Storage of Hollow Metal Doors
and Frames; Hollow Metal Manufacturers Association.
I. NFPA 80 - Fire Doors and Windows.
J. Simplified Design of Structural Steel; Harry Parker and
James Ambrose; Wiley-Interscience Publication, John Wiley
and Sons.
K. Structural Design for Dynamic Loads; Norris, Hansen,
Holley, Briggs, Namyet, and Minami; McGraw-Hill Book
Company.
L. TM5-855-1 - Fundamentals of Design for Conventional
Weapons; Department of the Army.
M. TM5-1300 - Structures to Resist the Effects of Accidental
Explosions.
N. UL 10B - Fire Tests of Door Assemblies.
O. UL 752 - Bullet Resistant Equipment.
1.4 SYSTEM DESCRIPTION
A. Design requirements: Comply with applicable
recommendations of the following:
1. AISC Manual of Steel Construction.
2. AISI Cold Formed Steel Design Manual.
3. TM5-855-1.
4. TM5-1300.
5. Formulas for Stress and Strain.
6. Simplified Design of Structural Steel.
7. Structural Design for Dynamic Loads.
B. Performance requirements:
1. Bullet resistance requirements: Withstand bullet
resistance level as follows, in accordance with and
tested by UL 752:
NOTE ** Insert performance requirements in the following
paragraph.
a. _________________ M.P.S.A.
b. _________________ H.P.S.A.
c. _________________ S.P.S.A.
d. _________________ H.P.R.
2. Bullet resistance ratings: Test assemblies in
accordance with UL 752 for specified ratings,
assemblies bearing labels of that agency.
NOTE ** Delete the following paragraph if no fire-rated
assemblies required.
3. Fire resistance ratings:
a. Fire-rated assemblies to be tested in accordance
with ASTM E 152 (UL 10B) for specified fire
resistance ratings, approved by Underwriters
Laboratories, Inc., and to bear fire rating seal
of that agency.
NOTE ** Determine method of specifying fire resistance
rating; retain one of following two paragraphs. If
more than one fire resistance rating required,
retain second paragraph below and coordinate with
door schedules in drawings.
b. Fire resistance rating: __.
c. Fire resistance ratings are indicated on
drawings.
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Minimum five (5) years documented
experience producing products specified in this
section.
2. Installer: Minimum five (5) years documented
experience installing products specified in this
section.
1.6 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop drawings: Indicate capability of door and frame
assemblies to meet requirements of design data; include
the following:
1. Door and frame elevations and sections.
2. Location and details of all openings; include door
hanging and latching hardware in a schedule.
3. Material types, gages, locations, and fabrication
details of system components; include all
reinforcements.
C. Quality assurance submittals:
1. Design data: Bullet resistance analysis design
calculations for specific project conditions,
certifying system conformance to specified
performance requirements; design calculations to bear
seal and signature of registered professional
structural engineer licensed to practice in the state
in which the project is located.
2. Certificates: Contractor's certification that:
a. Products of this section, as provided, meet or
exceed specified requirements.
b. Manufacturer of products of this section meets
specified qualifications.
c. Installer of products of this section meets
specified qualifications.
3. Manufacturer's instructions: Printed installation
and adjusting instructions for systems.
D. Closeout submittals: Warranty documents, issued and
executed by manufacturer of systems, countersigned by
Contractor.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store units in accordance with requirements of HMMA 840.
B. Remove wraps or covers from doors and frames upon
delivery at the building site; clean and touch-up
scratches or disfigurement caused by shipping or handling
promptly with rust inhibitive primer.
C. Store units on planks or dunnage in a dry location; store
doors in a vertical position spaced by blocking.
D. Store units covered to protect them from damage, but
permitting air circulation.
1.8 WARRANTY
A. Manufacturer's warranty: Furnish system manufacturer's
standard 2-year warranty against defects in product
workmanship and materials.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable manufacturer: Krieger Steel Products, 4880
Gregg Road, Pico Rivera CA 90660; ASD. Tel: 562-695-0645,
Fax: 562-692-0146.
NOTE ** Delete one of the two following paragraphs;
coordinate with Division 01 requirements.
B. Requests for substitution will be considered in
accordance with provisions of Section 01600.
C. Substitutions: Not permitted.
D. Unless otherwise specified for an individual product or
material, supply all products specified in this section
from the same manufacturer.
2.2 MATERIALS
A. Steel sheet: One of the following:
1. Cold-rolled steel sheet conforming to ASTM A 366,
commercial quality.
2. Hot-rolled steel sheet conforming to ASTM A 569,
pickled and oiled, commercial quality.
B. Galvanized steel sheet: ASTM A 653/A 653M, minimum G90
zinc coating.
C. Insulating material: One of the following:
1. Glass fiber.
2. Rock wool.
3. Polyurethane foam.
NOTE ** Delete the following paragraph if no glazed lites
required.
D. Glazing for lites is specified in Section 08800.
E. Primer: Manufacturer's standard.
2.3 COMPONENTS
A. Doors: Fabricate in accordance with Architect-approved
shop drawings, and as follows:
1. Thickness:
NOTE ** Edit the following subparagraphs for project
requirements.
a. 1-3/4 inches (44 mm) minimum.
b. 2 inches (50 mm) minimum.
2. Face sheets:
NOTE ** Edit the following subparagraphs for project
requirements.
a. Doors for interior use: Steel sheet.
b. Doors for exterior use: Galvanized steel sheet.
c. Visible seams on face sheets not permitted.
3. Core:
a. Stiffen face sheets with continuous vertical
sections, formed of steel sheet, which, upon
assembly, span full thickness of interior space
between door faces.
b. Spot-weld stiffeners to both face sheets.
c. Fill spaces between stiffeners with insulating
material.
4. Vertical edges:
a. Join face sheets at vertical edges by continuous
welding:
1) Join door faces by continuous weld on each
edge, extending full door height.
2) Grind, fill, and dress welds to provide
smooth flush surface.
b. Form edge profiles both vertical edges of doors
as follows:
1) Single acting swing doors: Bevel 1/8 inch in
2 inches (3.17 mm in 50 mm).
2) Double acting swing doors: Radius 2-1/8
inches (54 mm).
c. Visible seams on vertical edges not permitted.
5. Horizontal edges:
a. Close top and bottom edges of doors with inverted
continuous recessed steel channels, 12 gage
minimum; spot-weld channels to both door faces.
b. Provide openings in bottom closure of exterior
doors to permit escape of entrapped moisture.
c. Provide additional flush closing channel at top
edge of exterior doors; spot-weld channel to both
door faces.
d. Provide additional flush closing channel at
bottom edge of doors to receive weatherstripping;
spot-weld channel to both door faces.
6. Hardware preparation:
a. Mortise, reinforce, drill, and tap doors at
factory for fully templated mortised hardware
only, in accordance with approved hardware
schedule and supplied templates.
b. Provide reinforcing plates at surface-mounted or
non-templated hardware locations.
B. Moldings and stops:
1. Fabricate of same material as door face material,
gage in accordance with Architect-approved shop
drawings.
NOTE ** Delete the following two paragraph if glazed lites
not required.
2. Provide moldings to secure glazing for doors
specified or scheduled to have glazed openings in
accordance with opening sizes indicated on Architect-
approved shop drawings.
NOTE ** Delete the following two paragraphs if no fixed
moldings.
3. Weld fixed moldings to door on security side.
4. Provide loose stops, countersunk for fasteners;
secure stops to opening with fasteners of size, type,
and spacing indicated on Architect-approved shop
drawings.
5. Form moldings with mitered corner joints.
NOTE ** Delete the following paragraph if no lites
required.
C. Glazed lites: Factory-assemble lites in doors indicated
to have lites, using glazing materials specified in
Section 08800; field assembly not permitted.
D. Frames: Fabricate in accordance with Architect-approved
shop drawings, and as follows:
1. Frames for interior use: Fabricate from steel sheet,
minimum 14 gage thickness.
2. Frames for exterior use: Fabricate from galvanized
steel sheet, minimum 14 gage thickness.
3. Form frame members straight, and of uniform profile
through lengths in accordance with frame schedule and
approved shop drawings.
4. Stops: Form integral stops minimum 5/8 inch (15.8
mm) in depth.
5. Fabricate frames as welded units with integral trim,
of sizes and profiles indicated on approved shop
drawings.
a. Weld contact edges of joints closed tight.
b. Miter perimeter trim faces and weld continuously.
6. When shipping limitations so dictate, fabricate
frames for large openings in sections designed for
assembly in the field; install alignment plates or
angles, of same material and gage as frame, at each
joint.
7. Hardware preparation:
a. Mortise, reinforce, drill, and tap frames at
factory for fully templated mortised hardware
only, in accordance with approved hardware
schedule and supplied templates.
b. Provide reinforcing plates at surface-mounted or
non-templated hardware locations.
8. Floor anchors:
a. Fabricate of material indicated on Architect-
approved shop drawings; minimum 18 gage.
b. Weld anchors inside each jamb for floor
anchorage.
9. Jamb anchors:
a. Fabricate of material indicated on Architect-
approved shop drawings; weld anchors inside each
jamb for wall anchorage.
b. Provide anchor types for indicated adjacent wall
construction.
10. Plaster guards: Fabricate from minimum 26 gage
galvanized steel; weld in place at hardware mortises
on frames to be set in masonry or concrete openings.
11. Provide welded frames with temporary steel spreader
welded to jamb feet for bracing during shipping and
handling.
NOTE ** Delete the following paragraph if no teller windows
required.
E. Teller windows: Fabricate in accordance with Architect-
approved shop drawings, and as follows:
1. At sill, design and fabricate integral stainless
steel pass tray to dimensions shown on drawings
2. Provide appurtenance blocking to allow voice
transference around glass perimeter.
NOTE ** Edit paragraph below for project requirements.
F. Door hardware:
1. Supply door hardware in accordance with Architect-
approved shop drawings, and as follows:
a. Hinges: Butt hinges, US32D finish, minimum 1-1/2
pair per door leaf.
b. Locksets and latchsets: Lever-handle, type and
finish matching locksets and latchsets specified
in Section 08710.
c. Closers.
d. Exit devices: Manufacturer's "PanicAire"
devices.
e. Thresholds: Exterior doors.
f. Flushbolts: Inactive leaf of pairs of doors.
g. Smoke gaskets.
2. Cylinders for locksets and exit devices are specified
in Section 08710.
2.4 FINISHES
A. Shop priming:
1. After fabrication, fill and sand tool marks and
surface blemishes on both faces and both vertical
edges smooth and free from irregularities.
2. Treat for paint adhesion, then apply primer to all
accessible surfaces; allow to cure prior to shipment.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verification of conditions:
1. Prior to installation, check and correct frames for
size, swing, squareness, alignment, twist and plumb.
2. Verify openings are in accordance with approved shop
drawings.
B. Installer's examination:
1. Have installer of this section examine conditions
under which construction activities of this section
are to be performed, then submit written notification
if such conditions are unacceptable.
2. Transmit two copies of installer's report to
Architect within 24 hours of receipt.
3. Beginning construction activities of this section
before unacceptable conditions have been corrected is
prohibited.
4. Beginning construction activities of this section
indicates installer's acceptance of conditions.
3.2 PREPARATION
A. Remove steel spreaders from welded frames prior to
installation; use of spreaders for installation purposes
not permitted.
3.3 INSTALLATION
A. Install units in accordance with Architect-approved shop
drawings, manufacturer's printed installation
instructions, requirements of HMMA 840, and requirements
of UL 752.
NOTE ** Delete the following paragraph if no fire-rated
assemblies.
B. Install fire-rated assemblies in accordance with NFPA 80.
NOTE ** Delete the following paragraph if no oversize
assemblies.
C. Oversize assemblies:
1. Weld field joints in accordance with AWS D1.1 and
approved shop drawings.
2. Finish exposed field welds smooth; touch-up with rust
inhibitive primer.
D. Finish surfaces having abrasion damage smooth; touch-up
with rust inhibitive primer.
NOTE ** Verify Section references in the following two
paragraphs.
E. Installation of door hardware is specified in Section
08710.
F. Field painting is specified in Section 09900.
G. Site tolerances: Do not exceed the following
installation tolerances:
1. Squareness: Plus or minus 1/16 inch (1.6 mm)
measured on a line, 90 degrees from one jamb, at the
upper corner of the frame at the other jamb.
2. Alignment: Plus or minus 1/16 inch (1.6 mm) measured
on jambs on a horizontal line parallel to the plane
of the wall.
3. Twist: Plus or minus 1/16 inch (1.6 mm) measured at
face corners of jambs on parallel lines perpendicular
to the plane of the wall.
4. Plumb: Plus or minus 1/16 inch (1.6 mm) measured on
the jamb at the floor.
NOTE ** The above tolerances provide a reasonable guideline
for proper installation of hollow metal frames.
However, it should be noted that the cumulative
effect of the tolerances at their maximum levels
will result in sufficient misalignment to prevent
the door from functioning properly. Care should be
taken to keep each of these tolerances as close to
zero as possible.
3.4 ADJUSTING
A. Adjust installed doors for correct swings and site
tolerances.
END OF SECTION