HomeMy WebLinkAboutDOOR SPECIFICATIONSi� 4/of {✓i�/9/Y/AXX
Ff, Olt' M STEEL DOORS SCANNED
GALVANWED DOORS: Many steel doors are used for exterior applications. Exterior doors receive unusually rLoagiiq'it'a nd
are subject to scratching, marring and therefore, rusting when the metal is not properly protected. Zinc coating on hot dipped gal-
vanized steel will protect the exposed steel over a considerable area of bare surface when the paint covering is removed. Cold
rolled steel and wipe coat galvanized steel will not. Clot dip galvanizing also protects the door from rust from the inside -out. Hot
dip galvanized doors are available at no additional cost. All doors manufactured by Premier have hot dipped galvanized faces at
no additional cost. Specifications for all steel doors should state "HOT DIPPED GALVANIZED STEEL FACES" and prime painting.
SECTION 08100- METAL DOORS
1.0 GENERAL
1.1 Scope: This specification applies to standard steel doors as shown on the
plans and door schedules and are to be Omni doors as manufactured by
Premier Products, Inc, Monroe, Louisiana.
1.2 Quality Assurance: Provide doors in compliance with Federal Specification
RR-D-575 C, ANSI A224.1, ANSI A351.1, ANSI A250.8, and ANSI/NAAMM
HMMA 867. Provide fire doors listed by Underwriters laboratories or Warnock
Hersey International. Provide level and model in ANSI A250.8 as listed herein.
2.0 PRODUCTS
2.1
2.2
-2.3
. 2.4
2.5
2.6
2.6.1
•
• 2.6.2
Construction: Provide doors of VA" (44) thick full Rush construction with
tight hemmed vertical interlocking seams on both square edges. Provide
doors complying to SDI level and model number (select from chart).
Steel: Provide doors with skins fabricated from (20, 18 or 16 -select one)
gage hot dipped galvanized steel, mill treated for proper paint adherence
complying with ASTM A653.
Top and Bottom Channels: Provide top and bottom channel of 16 gage steel
projection welded to door skins on 2" (51) centers. Top channel is to be
Rush, bottom channel inverted.
Hinge Preparation: Provide doors with 9 gage steel hinge reinforcements
projection welded to the door skins in six places each. Hinge preparation
is to be cut through the door and provided with reversible hinge filler plates
to allow building site handing. Standard hinge preparation is to be for 4'h"
(114) regular weight .134" (3) hinge, conforming to ANSI A156.7, three
preparations through 7' 2" (2184) height and four over 7' 2" (2184) to
9' 0" (2743) height.
Lock Preparation: Provide doors with 14 gage steel farmed lock reinforce-
ments with extruded tapped holes projection welded to the door skins in
six places. Provide SDI recommended internal reinforcements to support door
skins during hardware installation. Standard lock preparation is to be for
cylindrical 21k" (70) backset ANSI A115.2 Series 4000 (Gott 161) or for
mortise 21/." (70) backset ANSI A115.1 Series 1000 (Gott 86).
Core Construction: (Select core(s) of choice)
Honeycomb: Provide doors with 99i1 test honeycomb cell core, crash
strength of 55 psi. Impregnate core with water resistant resin. Core is to be
secured to face skins with adhesive. Honeycomb core doors shall meet the
following performance standards- If FACTOR = .42c - TY FACTOR = 2.38c -
STC RATING =33c. FIRE PROTECTION to 3 hours. Premier Series'H'.
Polystyrene: Provide doors with pre -foamed polystyrene slab of 1,0q test
density filling the inside of the door. Core is to be secured to face skins with
adhesive. Polystyrene core doors shaft meet the following performance stan-
dards: 'U' FACTOR -.153c -'R' FACTOR = 6.54c - SIC RATING = 25c. FIRE
PROTECTION to 3 hours. Premier Series'S'.
2.6.3 Polyurethane: Provide doors with a closed cell, waterproof foamed -in -place
urethane care completely fitting the inside of the door. Polyurethane care
doors shall meet the following performance standards:'U' FACTOR -.079c -
V FACTOR=12.64c - SIC RATING = 26c - FIRE PROTECTION to a G hours.
Premier series V.
2.6.4 Polyurethane Steel Stiffened: Provide doors with 20 gage vertical steel?
stiffeners welded to face skins at 6" (152) centers and foamed -in -place
closed cell, waterproof urethane core completely filling the inside of
the door. Polyurethane steel stiffened doors shall meet the fallowing
standards-'U' FACTOR - .079c -'R' FACTOR = 12.54c - SIC RATING - 26c -
FIRE PROTECTION T01% hours. Premier Series'PS'.
2.6.5 Mineral: Provide fire doors requiring maximum 250 degree fahrenheit
temperature rise with mineral composite fire door care to resist heat trans-
fer through the door to the rated temperature for 30 minutes. Mineral core
doors shall meet the following performance standards: FIRE PROTECTION to
3 hours - TEMPERATURE RISE IN 30 MINUTES to maximum 250 degrees
fahrenheit Premier Sedes'M'.
2.7 Reversibility: Provide doors engineered to be reversible for swing at the
building site.
2.8 Closer and other Reinforcement: Provide all 18 and 16 gage doors with a
14 gage box type closer reinforcement attached to the top channel. Provide
identical closer reinforcement on all 20 gage doors scheduled to receive a
surface applied door closer. Provide other door reinforcing as necessary to
support the hardware scheduled in accordance with ANSI A250.6.
2.9 Painting: Provide doors chemically treated for proper paint adherence and
prime painted at the factory. Finish paint to be applied at the building site
by the contractor.
2.10 Fire Protection: Provide doors with fire ratings in accordance with the door
schedule from Underwriters Laboratories or Warnock Hersey International.
2.11 Glass Glazing and Louvers: Where required by the plans, doors are to be pro-
vided prepared for installation of glass and/or louvers. Door suppliers shall
provide the cutouts, steel glaring frames and steel framed louvers. Glass,
installation and finish painting shalt be by the contractor.
3.0 EXECUTION
3.1 Installation: Contractor to provide installation of the doors plumb, square and
in true alignment. Adjust doors to required clearances and tolerances,
complying with NFPA 80, section 2-5.4 for fire doors.
MeticConve3im: Aymetm-shown in pumnaresis of udime mm. ore "soffmnveaim-otxr u ns
FLUSH TOP REVERSIBLE
CHANNEL HINGE
DETAILS
•• o
INVERTED °
°
BOTTOM a
CHANNEL ° e
0
DSER
INFORCEMENT
10AY
P
STEEL FRAMES
F SERIES COMMERCIAL FRAME DETAILS
VARIES
jW42„ ►'
(16) (51)
TYPICAL SECTION
TYPICAL CORNER
KID OR WELDED
FE SERIES DRYWALL FRAME DETAILS
®T
MIN. THROAT 3" (76)
MAX. THROAT 9" (229)
i I -n-
(16) (51)
TYPICAL SECTION
TYPICAL KID CORNER
SF SERIES ARCHITECTURAL ENTRANCE
DETAILS
12° (305)
10" 254)
8° (2130,)
6° 152
o sA" 2�� sA�i 2
'O (16)(51)(16)
TYPICAL MULLION STANDARD
SECTION SILL SECTION
STANDARD m BASE ANCHOR m
9T 1__I 1 0-0
M M M
ANCHOR OPTIONS
• Adjustable Wire Masonry Anchor
• Masonry 'T"Anchor
• Adjustable Masonry Loop Anchor
• Existing Wall Anchor
• Pipe Sleeve Anchor
o • Metal Stud "T' Clip Anchor
• Wood Stud "Strap" Anchor
STANDARD • Universal Wood Stud, Metal Stud or
BASE ANCHOR Existing Wall Anchor
• Drywall Frame Sill Clip Anchor
M&c Conversion: Midimehm-shovm in pmenth&s offer dimensions -ore "soft tamersion'rolaulatiou
Note to specifiers: Premier can provide many options to the
ease
prior listed standard specifications; such as special jamb depths,
in Door aod6ardvanlo"I' m J•' / ,
galvanized steel frames, special face dimensions, cut off stops,
V V
`
' beveled doors, etc. Please contact our sales engineering
•
department for assistance at 1-800-962-6517.
A n
PR=EMlca't PRODUCTS, INC.
REGIONAL SALES OFFICES & WAREHOUSES:
- _ -- ATLANTA:
HOUSTON: MONROE:
OAKRIDGE BUSINESS PARK
4660 PINE TIMBERS, HIGHWAY 165 NORTH
6945 OAKRIDGE PKWY,
SUITE 126 MONROE, LA 71203
SUITE 207
HOUSTON, TX 77041 TEL: (318) 361-0796
AUSTELL, GA 30168
TEL: (713) 690-0435 FAX: (318) 323-5068
TEL:(770) 944-1006
FAX.(713) 690-8241
' FAX: (770) 944-0963
- ADMINISTRATIVE OFFICES, MANUFACTURING FACILITY & CUSTOMER SERVICE
- P.O. BOX 7269
t
TEL: (318) 323-0796
",..
� HIGHWAY 365 NORTH
FAX: (338) 323-5068
V MONROE, LA 71211
WWW.TRUSTPREMIER.COM
REV 9111
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DOOR SIZE
20
GAGE
18
GAGE
ry 36
GAGE
2068 (610) (2032)
2468 (711)(2032)
2668 (762)(2032)
2868 (813)(20323
3068 (914) (2032)
3468 (1016)(2032)
3668.(1067) (2032)
3868 (1118) (2032)
4068 (1219).(2032)
2070 (610) (2134)
2470 (711)(2134)
2670 (762) (2134)
2870 (813) (2134)
3070 (914):(2134)
3470 (1016)(2134)
3670 (1067)(2134)
3870 (1118)(2134).
4070 (1219)(2134)
2072.(630)(2194).-
2472 (711) (2184)
2672 (762)-(2184)
2872 (813) (2184).,
-•
3072 (914).(2184)'
3472 (1016) (21843
3672 (1067) (2184)
3872 (1118)(2184).
4072 (1219);(2184),
3080 (914)(2438)
4080 (1219). (2438)
4090-(1219)(2743)
NOTE: Above door sizes am also available in pairs. Other
door sizes and designs available upon request. AS care
constructions may not be available in all sizes fisted.
'STANDARD'rWO'h FEATURE
POLYSTYRENE
1. Core Material.
2. Hot Dipped Galvanized Steel
face sheets.
HONEYCOMB
POLYURETHANE
3. Zinc -Chromate wash primer. 6. 4 Steel thickness on leading
4. Prime Paint. edge.
S. Square Edges for complete reversibility. 7. Flush Top channel.
ANSI A250.8/ SDI CLASSIFICATION
LEVEL
MODEL
CONSTRUCTION
PREMIER SERIES
Physical Performance Level C
1
Full Flush
H, P, S, PS
I [S'A" (44) and 1'6" (35)]
2
Seamless
H, P, S, PS
Standard Duty
Minimum gage - 20
Physical Performance Level B
1
Full Flush
H, P, M, S, PS
II [13/4. (44) only]
2
Seamless
H, P, M, S, PS
Heavy Duty
Minimum gage = 18
Physical Performance Level A
1
Full Flush
H, P, M, S, PS
III [13/," (44) only]
2
Seamless
H, P, M, S, PS
Extra Heavy Duty
Minimum gage =16
NOTE: 16 gage doors are manufactured with a 1/8" (3) in 2" (51) beveled edge.
SECTION 08100 - METAL FRAMES
2.3
Hinge Preparation: Provide frames with 9 gage steel hinge reinforcement
1.0 GENERAL
projection welded to the frame. Frames through 7' 2" (2184) shall have
1.1
Scope: This specification applies to standard steel frames as shown on the
minimum of three hinge preparations, over 7' 2" (2184) through 9' 0"
plans and frame schedules and are to be frames as manufactured by Premier
(2743) shall have four. Standard hinge preparation shag be for template
Products, Inc, Monroe, Louisiana.
4'h" x 4'6" (114 x 114) regular weight .134" (3) hinges, provide for others
1.2
Quality Assurance: Provide frames in compliance with ANSI A250.8 and
as required by hardware schedule and templates.
ANSI/NAAMM HMMA 867 requirements. Provide fire frames listed by Under-
2.4
Strike Preparation: Provide frames with 14 gage steel (or equivalent threads
writers Laboratories or Wamock Hersey International.
in extruded steel) lack strike reinforcement projection welded to the frame.
2.0 PRODUCTS
Standard preparation shall be for ANSI A115.1 or A115.2 universal strike,
2.1
Steel: Provide frames fabricated from commercial quality steel complying
provide for others as required by hardware schedule and templates.
with ASTM A1008 (uncoated) or ASTM A653 (hot dipped galvanized).
2.5
Other Reinforcements: Provide hardware preparations in accordance with
2.1.1
Commercial Frame Construction: Provide commercial frames for 1'4" (44) [or
1'6" (35)] doors fabricated from 16 [or 14] gage commercial quality steel.
requirements of the finish hardware schedule and templates. Reinforcing
All bends shalt be formed with a true, sharp radii. Frame design shall have
2.6
shall be in accordance with ANSI A250.8.
Painting: All frames shall be phosphatized, prime painted by dip process to
single return and double rabbet. Provide welded -in base anchor for attach-
ment to floor.
insure heavy, complete coverage and oven baked. Frames shall be suitable
2.1.2
3 3
Drywall Frame Construction: Provide all drywall flames for 1 /." (44) [or VA"
(35)] doors fabricated from 16 gage commercial quality steel. All bends
2 7
for field finish painting.
Fire Protection: Provide frames with fire ratings from Underwriters
. shall be formed from a true, sharp radii. Frame design shaR have a double
Laboratory or Warnock Hersey International in accordance with the frame
rabbet and double return for installation over a finished wall. Frame shag
schedule.
'
be provided with a compression lug near the top of each jamb for secure
2.8
Architectural Entrances, Sidelites B Borrowed Lites: Provide all architectural
pressure attachment to the wall. Base anchorage shall be by screws thru
entrances, sidelites and borrowed lites fabricated from 16 (or 14) gage
holes provided in face of frame at base (or by screws thru concealed base
commercial quality steel. Construction, preparation and profiles to match
clips).
commercial frames. All mullion sections to be closed. Prepare door open-
2.2
Commercial Frame Assembly: Provide a0interior frames knocked -down with
ings for hardware. All joints and comers of the assembly shall be face
steel comer tabs for field assembly. Provide all exterior frames assembled
welded and ground smooth. Provide steel channel glazing beads for all
face welded and ground smooth (options-aR KD; all face welded; specify
areas with glass. Field joints shall be permitted when the size of the total
other welding). All welded frames shalt be provided with a removable ship-
assembly exceeds shipping limitations.
ping strut welded across the jambs at the base.
3.0
MCUTION
2.2.1
Drywall Frame Assembly. Provide A drywaftframes knocked -down with steel
3.1
Installation: Contractor t0 provide installation of the frames plumb, square
comer tabs and compression lugs for field assembly over the finished
and in true alignment. Use wood installations spreader at base, strike and
wall.
mid -top locations to insure constant and proper jamb opening for door.
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