HomeMy WebLinkAbout081113 hollow metal doors and frames.pdf Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 1
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes hollow-metal work.
1.2 DEFINITIONS
A. Minimum Thickness: Minimum thickness of base metal without coatings according to
NAAMM-HMMA 803 or SDI A250.8.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. LEED Submittals:
1. Product Data for Credit MR 4: For products having recycled content, documentation
indicating percentages by weight of postconsumer and preconsumer recycled content.
Include statement indicating cost for each product having recycled content.
C. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses,
preparations for hardware, and other details.
D. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for
details and openings as those on Drawings.
1.4 INFORMATIONAL SUBMITTALS
A. Product test reports.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Ceco Door Products; an Assa Abloy Group company.
2. Curries Company; an Assa Abloy Group company.
3. Steelcraft; an Ingersoll-Rand company.
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 2
B. Give preference to materials with high recycled content and those that are
extracted/manufactured within 500 miles of the project site. Include these products in
Contractor’s LEED Action Plan and Subcontractor Scope and product purchase review in order
to increase the likelihood of achieving 2 points for recycled content and 2 points for regional
materials.
2.2 REGULATORY REQUIREMENTS
A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing
agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based
on testing at positive pressure according to NFPA 252 or UL 10C.
B. Fire-Rated, Borrowed-Light Assemblies: Complying with NFPA 80 and listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection
ratings indicated, based on testing according to NFPA 257 or UL 9.
2.3 INTERIOR DOORS AND FRAMES
A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2.
1. Physical Performance: Level B according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1-3/4 inches.
c. Face: Uncoated, cold-rolled steel sheet, minimum thickness of 0.042 inch.
d. Edge Construction: Model 1, Full Flush.
e. Core: Manufacturer's standard.
3. Frames:
a. Materials: Uncoated, steel sheet, minimum thickness of 0.053 inch.
b. Construction:
1) Masonry Partitions: Full profile welded.
2) Stud Partitions: Knocked down
c. Exposed Finish: Prime.
2.4 EXTERIOR HOLLOW-METAL DOORS AND FRAMES
A. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3..
1. Physical Performance: Level A according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1-3/4 inches.
c. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with
minimum A40 coating.
d. Edge Construction: Model 2, Seamless.
e. Core: Manufacturer's standard insulation material.
3. Frames:
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 3
a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with
minimum A40 coating.
b. Construction: Full profile welded.
4. Exposed Finish: Prime.
2.5 FRAME ANCHORS
A. Jamb Anchors:
1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not
less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches
wide by 10 inches long; or wire anchors not less than 0.177 inch thick.
2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042
inch thick.
3. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.
4. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch-
diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall,
with throat reinforcement plate, welded to frame at each anchor location.
B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as
follows:
1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.
2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing
not less than 2-inch height adjustment. Terminate bottom of frames at finish floor
surface.
2.6 MATERIALS
A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25 percent.
B. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable
for exposed applications.
C. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of
scale, pitting, or surface defects; pickled and oiled.
D. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B.
E. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill
phosphatized. For anchors built into exterior walls, steel sheet complying with
ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to
ASTM A 153/A 153M, Class B.
F. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.
G. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials.
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 4
H. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to
ASTM C 143/C 143M.
I. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing).
J. Glazing: Section 088000 "Glazing."
K. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil dry film thickness
per coat.
2.7 FABRICATION
A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form
metal to required sizes and profiles, with minimum radius for metal thickness. 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.
B. Hollow-Metal Doors:
1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit
moisture to escape. Seal joints in top edges of doors against water penetration.
2. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by
NFPA 80 for fire-performance rating or where indicated.
C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling
limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal
as frames.
1. Sidelight Frames: Provide closed tubular members with no visible face seams or joints,
fabricated from same material as door frame. Fasten members at crossings and to jambs
by butt welding.
2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners
unless otherwise indicated.
3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be
grouted.
4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per
anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at
bottoms of jambs.
5. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Masonry Type: Locate anchors not more than 16 inches from top and bottom of
frame. Space anchors not more than 32 inches o.c., to match coursing, and as
follows:
1) Two anchors per jamb up to 60 inches high.
2) Three anchors per jamb from 60 to 90 inches high.
3) Four anchors per jamb from 90 to 120 inches high.
4) Four anchors per jamb plus one additional anchor per jamb for each 24
inches or fraction thereof above 120 inches high.
b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of
frame. Space anchors not more than 32 inches o.c. and as follows:
1) Three anchors per jamb up to 60 inches high.
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 5
2) Four anchors per jamb from 60 to 90 inches high.
3) Five anchors per jamb from 90 to 96 inches high.
4) Five anchors per jamb plus one additional anchor per jamb for each 24
inches or fraction thereof above 96 inches high.
c. Compression Type: Not less than two anchors in each frame.
d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and
bottom of frame. Space anchors not more than 26 inches o.c.
6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers.
a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.
b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.
D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised
hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to
SDI A250.6, the Door Hardware Schedule, and templates.
1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door
hardware.
2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for
preparation of hollow-metal work for hardware.
E. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where
indicated. Form corners of stops and moldings with butted or mitered hairline joints.
1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow-
metal work.
2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each
glazed lite is capable of being removed independently.
3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors
and frames.
4. Provide loose stops and moldings on inside of hollow-metal work.
5. Coordinate rabbet width between fixed and removable stops with glazing and installation
types indicated.
2.8 STEEL FINISHES
A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer, compatible with finish
painting indicated in Division 09 Sections..
2.9 ACCESSORIES
A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.
B. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick.
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 6
PART 3 - EXECUTION
3.1 INSTALLATION
A. Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with
SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.
1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is complete, remove temporary braces, leaving
surfaces smooth and undamaged.
a. At fire-rated openings, install frames according to NFPA 80.
b. Where frames are fabricated in sections because of shipping or handling
limitations, field splice at approved locations by welding face joint continuously;
grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.
c. Install frames with removable stops located on secure side of opening.
d. Install door silencers in frames before grouting.
e. Remove temporary braces necessary for installation only after frames have been
properly set and secured.
f. Check plumb, square, and twist of frames as walls are constructed. Shim as
necessary to comply with installation tolerances.
g. Field apply bituminous coating to backs of frames that will be filled with grout
containing antifreezing agents.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,
and secure with postinstalled expansion anchors.
3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames.
4. Masonry Walls: Coordinate installation of frames to allow for solidly filling space
between frames and masonry with grout.
5. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment,
twist, and plumb to the following tolerances:
a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees
from jamb perpendicular to frame head.
b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line
parallel to plane of wall.
c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on
parallel lines, and perpendicular to plane of wall.
d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.
B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified
below. Shim as necessary.
1. Non-Fire-Rated Steel Doors:
a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch.
b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch.
c. At Bottom of Door: 3/4 inch plus or minus 1/32 inch.
d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.
2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.
C. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow-
metal manufacturer's written instructions.
Giant Eagle Market #6550 The Bridges, Carmel, Indiana
Building Shell Bid & Permit
DLA Project 2014040.00
August 12, 2014
HOLLOW METAL DOORS AND FRAMES 081113 - 7
1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not
more than 9 inches o.c. and not more than 2 inches o.c. from each corner.
3.2 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final
inspection. Leave work in complete and proper operating condition. Remove and replace
defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.
B. Remove grout and other bonding material from hollow-metal work immediately after
installation.
C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.
D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint
according to manufacturer's written instructions.
E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in
painting Sections.
END OF SECTION 081113