MS 039 HM Doors Frames and Hardware.pdf
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MATERIAL APPROVAL SUBMITTAL
(See Instructions on Reverse)
Form Approved OMB No 9000-0062
Expires May 31, 2005
Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and
Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC
TO: (Contracting Officer) FROM: (Contractor) DATE
CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL
PREVIOUS SUBMISSION NUMBER PROJECT NUMBER
TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY
ITEM
NO.
SPECIFICATION SECTION/
PARA NO./DRAWING NO.
DESCRIPTION OF MATERIAL
(Include Type, Model Number, Catalog Number, Mfg., etc.)
AP-
PROVED
DISAP-
PROVED
SEE
REVERSE
INITIAL
BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT
THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
FOR GOVERNMENT USE ONLY
TO: (Base Civil Engineering Officer)
For Evaluation and Action RNLT ________________ OR SOONER
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
TO: (AF Contracting Office)
RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
TO: (Contractor)
APPROVED
DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST
RESUBMITTAL ON DISAPPROVED ITEMS WITHIN ____ DAYS OF DATE SHOWN BELOW.
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.
New Resubmittal
COMMENTS
(Number to correspond with applicable Item Number on reverse)
INSTRUCTIONS TO CONTRACTORS
1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.
2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.
3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.
4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.
5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.
AF IMT 3000, 20030901, V1 (REVERSE)
PROJECT:
LOCATION:
TEX-OMA BUILDERS PROJECT NUMBER:
GENERAL CONTRACTOR:
ARCHITECT:
CECO HOLLOW METAL DOOR & FRAME PRODUCT
(Please use the Spaces Allocated Below for Approval Stamps or Notes)
CONTRACTOR APPROVAL STAMP & NOTES ARCHITECTURAL APPROVAL STAMP & NOTES
Tex-Oma Builders Supply / 2701 Commerce Street / Wichita Falls, TX 76301 Ph: (940) 766-4269 * Fax: (940) 766-4030 juan.aguilar Typewriter
DYESS AIR FORCE BASE - BUILDING 8040
juan.aguilar Typewriter
DYESS AIR FORCE BASE, TX
juan.aguilar Typewriter A8054 juan.aguilar Typewriter
CASTILLO ARCHITECTS
juan.aguilar Typewriter
FARR BUILDERS LLC
* DOOR AND FRAME FABRICATION WILL REQUIRE A SIX (6) TO EIGHT (8)
WEEK LEAD TIME.
** FRAME FABRICATION WILL NOT BEGIN UNLESS AN APPROVED
HARDWARE SCHEDULE IS AVAILABLE!
*** PLEASE VERIFY ALL FRAME DEPTHS!
**** FABRICATION OF FRAMES WILL NOT BEGIN UNLESS ALL FRAME
DIMENSIONS HAVE BEEN VERIFIED. (SEE ATTACHED SHEET)
PHONE (940) 766-4269
PREPARED BY:
TEX-OMA BUILDERS SUPPLY
2701 Commerce Street Wichita Falls, Tx 76301
Phone (940) 766-4269 Fax: (940) 766-4030
CECO DOOR PRODUCTS
A United Dominion Company
Hollow Metal Door & Frame Product Presentation For:
BUILDING:
LOCATION:
OWNER:
ARCHITECT:
CONTRACTOR:
CONTRACT NUMBER:
PROJECT COORDINATOR: FRED SHARP
danny.craig Typewriter PROJECT MANAGER: Danny Craig juan.aguilar Typewriter
BUILDING 8040
juan.aguilar Typewriter
DYESS AIR FORCE BASE, TX
juan.aguilar Typewriter
USAF
juan.aguilar Typewriter
CASTILLO ARCHITECTS
juan.aguilar Typewriter
FARR BUILDERS LLC
juan.aguilar Typewriter A8054
Dyess Air Force Base – Building 8040
HOLLOW METAL CLARIFICATIONS
1. Where hollow metal frames with glazing occur, glazing bead will be installed on door side of frame (unless otherwise indicated).
2. Bituminous coating, if required, by others.
3. Please verify glazing thickness for all door and/or frames elevations.
4. Please note, opening 9 has an existing storefront system in place. Clarify if aluminum storefront by others is preferred or HM frame with side lite will be required.
5. Please note, Due to lack of jamb construction details Wire Masonry and Metal Stud anchors were selected based on wall partition material. Please advise if change is required in order to provide pricing.
6. Please note lite dimensions have been altered in order to accommodate hardware preparation on HM doors. Please verify door elevations and advise if change is required.
7. Opening 26 frame and door have been prepped for closer hardware in order to remain compliant with fire rating requirements.
Tex-Oma Builders Supply 2701 Commerce Street
Wichita Falls, Texas 76301 Telephone: (940) 766-4269
Fax: (940) 766-4030
FABRICATION OF HOLLOW METAL DOORS AND FRAMES WILL NOT BEGIN
UNTIL ALL DIMENSIONS ARE VERIFIED BY GENERAL CONTRACTOR. PLEASE
VERIFY DIMENSIONS AND SIGN THIS DOCUMENT TO BE RETURNED WITH
SUBMITTALS.
ANY ADDITIONAL COST DUE TO REPLACEMENT OF MATERIAL AFTER
SUBMITTAL APPROVAL WILL BE EXTRA TO THE CONTRACT.
VERIFIED BY: .
DATE: .
SUBMITTAL DEFINITION (SHEET 1 OF 2)
(FOR USE WITH HOLLOW METAL SCHEDULE)
COLUMN 12: THICKNESS
OPENING
1 3/4 1 3/4"
COLUMN 1: OPENING NUMBER
COLUMN 13: SERIES
COLUMN 2: QUANTITY
IU = IMPERIAL
COLUMN 3: HARDWARE HEADING LP = LEGION
MS = MEDALLION
COLUMN 4: HARDWARE SET RI = REGENT
COLUMN 5: RATING COLUMN 14: MATERIAL
180MIN = WARNOCK HERSEY AW LABEL DOOR & FRAME CRS = C.R. STEEL - PRIME PAINTED
90MIN = WARNOCK HERSEY BW LABEL DOOR & FRAME A60 = GALV. STEEL - (A60) PRIME PAINTED
60MIN = WARNOCK HERSEY OW LABEL DOOR & FRAME
45MIN = WARNOCK HERSEY CW LABEL DOOR & FRAME COLUMN 15: CORE (N/A)
20MIN = WARNOCK HERSEY TW LABEL DOOR & FRAME
COLUMN 6: WALL CONDITION (N/A) COLUMN 16: GAUGE
COLUMN 7: SILL (N/A) 14 GAUGE 16 GAUGE 18 GAUGE
DOOR COLUMN 17: EDGE
COLUMN 8: LEAF SIZE SEM SEAMLESS
COLUMN 9: MANUFACTURER COLUMN 18: FINISH (N/A)
CD CECO DOOR PRODUCTS COLUMN 19: ELEVATION CODE
COLUMN 10: ARCH. TYPE (N/A) (SEE DOOR ELEVATION SHEET)
COLUMN 11: DESCRIPTION COLUMN 20: HAND
HMD HOLLOW METAL DOOR (SEE ATTACHED SHEET FOR EXPLANATION OF HANDINGS)
SUBMITTAL DEFINITION (SHEET 2 OF 2)
(FOR USE WITH HOLLOW METAL SCHEDULE)
FRAME COLUMN 30: JAMB/THROAT
COLUMN 21: SIZE 534/478 = UEQUAL RABBET W/ 7/16" BACKBENDS
(THROAT IS 7/8" LESS THAN OVERALL DEPTH)
COLUMN 22: MANUFACTURER
OTHERS = EQUAL OR UNEQUAL RABBET W/ 1/2" BACKBENDS
CD CECO DOOR PRODUCTS (THROAT IS 1" LESS THAN OVERALL DEPTH)
COLUMN 23: ARCH. TYPE (N/A)
COLUMN 31: HEAD
COLUMN 24: DESCRIPTION
BLANK= 2" STANDARD FRAME HEAD
SGL SINGLE H400= SINGLE 4" HEADER
DBL DOUBLE H400D= DOUBLE 4" HEADER
SPCL SPECIAL ELEVATION
COLUMN 32: FRAME ELEVATION (SEE CUT SHEETS)
COLUMN 25: MATERIAL
NUMBERED ELEVATIONS = THREE PIECE FRAME ELEVATIONS
CRS = C.R. STEEL - PRIME PAINTED
A60 = GALV. STEEL - (A60) PRIME PAINTED "F-" = SPECIAL ELEVATIONS W/ DOOR OPENINGS
COLUMN 26: SERIES "BL-" = SPECIAL BORROWED LITE ELELVATIONS
SU = UNEQUAL RABBET COLUMN 33: ANCHORS
SQ = EQUAL RABBET
SC = CASED OPENING MT = MASONRY TEE
MS = METAL STUD
COLUMN 27: PROFILE (N/A) EO = PUNCH & DIMPLE
COLUMN 28: GAUGE NOTE: MS ANCHORS USED FOR WOOD & METAL STUDS
(SHOWN AS "WS" ON ANCHOR PRODUCT DATA SHEET)
14 GAUGE 16 GAUGE 18 GAUGE
COLUMN 34: HAND
COLUMN 29: CONSTRUCTION
COLUMN 35: WELD
KD = KNOCK DOWN HEAD & JAMB MATERIAL
(TO BE WELDED UNLESS SPECIFIED OTHERWISE) V2 = FACE WELD
V3 = FACE & WEB WELD (FULL PROFILE WELD)
RHR LHR
SECURE SIDE OF OPENING SECURE SIDE OF OPENING
RIGHT HAND LEFT HAND
RIGHT HAND
REVERSE
LEFT HAND
REVERSE
Explanation of Handings
Note: Hollow Metal Frames may show RH or LH even if opening is LHR or RHR. See door handing for true opening swing.
RH LH
SECURE SIDE OF OPENING SECURE SIDE OF OPENING
RHA
RIGHT HAND ACTIVE
A
ND ACTIVE
H LEAFS ACTIVE
G
RHRA
G
RA
T HAND
SE ACTIVE
RIGHT HAND
REVERSE ACTIVE
LH
LEFT HA
LHR/RHR BOT
SECURE SIDE OF OPENIN
Explanation of Handings
LH
LEF
REVER
SECURE SIDE OF OPENIN
Dyess Air Force Base - Building 8040
March 26, 2018 Page 1 of 2
HM Door & Frame Schedule Opening Door Frame
Opening Number Qty
Hdw Hdg
Hdw Set Rating
Wall Cond Sill
Leaf Size Mfg
Arch Type Desc Thick Series Matl Core
Ga/ Ply Edge Finish
Elev Code Hand Size Mfg
Arch Type Desc Matl Series Profile Ga Cons
Jamb/ Throat Head
Elev Code Anchor Hand Weld
3 1 6 6 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- RH Y
CORRIDOR 7 to NCO OFFICE 3
4 1 8 8 3070 CD D5-E HMD 1 3/4 LP A60 16 SEM PG N RHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A18_MS- LH Y
EXTERIOR SECURED RECIEVING 14
from HOT DESK 2
5 1 5 5 3070 CD D2-I HMD 1 3/4 RI CRS 18 SEM PG G LH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
CORRIDOR 7 to BREAK ROOM 4
6 1 7 7 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F LH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
CORRIDOR 7 to JANITOR 6
7 1 5 5 3070 CD D2-I HMD 1 3/4 RI CRS 18 SEM PG G RH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- RH Y
CORRIDOR 7 to BREAK ROOM 4
8 1 2 2 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F LH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
CORRIDOR 7 to CLEAN STORAGE 5
9 1 1 1 3070 CD D5-E HMD 1 3/4 LP A60 16 SEM PG N RHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A18_MS- LH Y
EXTERIOR
from CORRIDOR 7
10 1 5 5 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
CORRIDOR 7 to CLR MEN 8
11 1 5 5 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RH 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
CORRIDOR 7 to CLR WOMEN 9
12 1 7 7 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
CLR MEN 8 from DLR MEN 10
13 1 7 7 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F LHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- RH Y
CLR WOMEN 9 from DLR WOMEN 11
14 1 7.1 7 3070 CD D3-I HMD 1 3/4 RI CRS 18 SEM PG N RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
DLR MEN 10 from IAP MEN 12
15 1 7.1 7 3070 CD D3-I HMD 1 3/4 RI CRS 18 SEM PG N LHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- RH Y
DLR WOMEN 13 from IAP WOMEN 13
16 1 7.1 7 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- LH Y
IAP MEN 12 from RESPIRATOR ROOM16
17 1 7.1 7 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F LHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A18_MS- RH Y
IAP WOMEN 13 from RESPIRATOR
ROOM16
19 1 3 3 3070 CD D5-E HMD 1 3/4 LP A60 16 SEM PG N LHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
EXTERIOR
from PARTS AIR LOCK 15
21 1 2 2 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
BLASTING WORKSHOP 21 from TOOL
CRIB 18
Dyess Air Force Base - Building 8040
March 26, 2018 Page 2 of 2
Opening Door Frame Opening Number Qty
Hdw Hdg
Hdw Set Rating
Wall Cond Sill
Leaf Size Mfg
Arch Type Desc Thick Series Matl Core
Ga/ Ply Edge Finish
Elev Code Hand Size Mfg
Arch Type Desc Matl Series Profile Ga Cons
Jamb/ Throat Head
Elev Code Anchor Hand Weld
22 1 2 2 3070 CD D3-I HMD 1 3/4 RI CRS 18 SEM PG N LHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
BLASTING WORKSHOP 21 from
STORAGE 19
23 1 4 4 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F LHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
EXTERIOR
from RISER ROOM 28
24 1 1 1 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F RHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXTERIOR
from BLASTING WORKSHOP 21
25 1 1 1 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F LHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
EXTERIOR
from BLASTING WORKSHOP 21
26 1 8.1 8 90Min 3070 CD D6-E HMD 1 3/4 LP A60 16 SEM PG G LHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A18_MS- RH Y
EXISTING PAINT BOOTH 23 from
BLASTING WORKSHOP 21
29 1 1 1 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F LHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- RH Y
EXTERIOR
from EXISTING PAINT BOOTH 23
30 1 2 2 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXISTING PAINT BOOTH 23 from TOOL
CRIB 24
31 1 1 1 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F RHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXTERIOR
from EXISTING PAINT BOOTH 23
32 1 2 2 3070 CD D3-I HMD 1 3/4 RI CRS 18 SEM PG N RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXISTING PAINT BOOTH 23 from PAINT
MIX ROOM 25
33 1 2 2 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534 478 H400 1 A16)_W
MF+ LH Y
EXISTING PAINT BOOTH 23 from PAINT
STORAGE 26
34 1 2 2 3070 CD D1-I HMD 1 3/4 RI CRS 18 SEM PG F RHR 3070 CD SGL CRS SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXISTING PAINT BOOTH 23 from
STENCIL ROOM27
36 1 1 1 3070 CD D4-E HMD 1 3/4 LP A60 16 SEM PG F RHR 3070 CD SGL A60 SU 16 V3 534
478 H400 1 A16_WM
F- LH Y
EXTERIOR
from EXISTING PAINT BOOTH 23
1DATE:
Measurements for lites = exposed glass
OF
JOB NAME: DYESS AIR FORCE BASE-BLDG 8040
ELEVATION:
1NUMBER:
43" AFF Exposed Glass Location is ADA Maximum
SHEET
A8054HM ELEVATION SHEET 3/21/18 DRAWN BY: JA
G
All elevations are 2 thus @ pairs
F ELEVATION: N ELEVATION:
8"8" 8"
36" 22"
6"
1/4 GLAZING BY OTHERS1/4 GLAZING BY OTHERS
20" juan.aguilar Rectangle
Text Box
SINGLE = ELEVATION 1
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PRODUCT SPECIFICATIONS:
Steel door frames shall be as manufactured by Ceco Door Products, Milan, TN or Mason City, IA USA. They shall conform to the Steel Door Institute guide specification, ANSI A250.8. See chart below for performance classifications.
Series SU frames for 1-3/4" doors are formed from commercial quality cold rolled steel conforming to ASTM A1008 ...or (optional) hot-dipped galvanized steel conforming to ASTM A924 and A653 - see chart below.
Frames are knocked down (K.D.) field assembled type or welded unit type.
Head and jamb members of K.D. frames have diecut mitered corners that interlock rigidly when field assembled. Integral door stops are 5/8" high. Jambs are sized to suit wall applications. Twist-in anchors are available for new masonry, wood stud, metal stud, or existing opening wall conditions (indicate which). Floor anchors or extra jamb anchors are provided to anchor sill.
Welded-in jamb anchors are also available.
Hardware Provisions: Frames are handed. Hinge jambs are mortised for 4- 1/2" or 5" high, standard and heavy weight hinges (specify which). 7 gage steel reinforcements are welded in place and are drilled and tapped for fasteners in accordance with ANSI A156.7. The strike jamb is prepared for 4-7/8" universal or 2-3/4" cylindrical strike in accordance with ANSI A 115.1 &2 (specify which).
Plaster guards are provided. Optional closer reinforcement is a 14 gage steel formed steel sleeve (12 gage upon request). 3 mute holes are provided per strike jamb and 2 for double swing heads.
Paint: Steel door frames are provided with one coat of oven-cured neutral color primer paint. Primer coat shall conform with ANSI A250.10. The primer coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat is also available on K.D. frames from a selection of standard colors (optional).
Colorstyle finish is electrostatically applied, oven-cured urethane enamel, and shall conform to ANSI A250.3. For accurate color selectors ask for a Ceco Colorstyle chart.
11-304
Ceco Door Products DISTRIBUTOR TECH DATADistributor Tech Data
DIE-CUT, DOUBLE RABBET FRAME
WELDED CORNER ASSEMBLY
Reference: This corner has a full and continuous backbend at the head and jambs. It can be used on frames that cap the wall.
FACE-MITER SEAM IS
COMPLETELY INVISIBLE
DIE-CUT HEAD
DIE-CUT JAMB
Die-cut frame components - VOID OF CORNER REINFORCEMENTS
NO SAW CUTTING REQUIRED.
WELDING TYPE V-3 "INSIDE FACE WELD and FULL WEB WELD"
1. Assemble frame: Bend tabs after assuring that face-miter seam is "closed" and tight.
Bend rabbet tabs toward outside (toward jamb backbends) of frame.
2. Weld the entire face-miter seam from the inside. Weld is to penetrate to exterior.
2a. Grind the exterior face and fill as necessary.
3. Dress reworked areas.
4. Weld the entire web seam (including the seams between head and jamb rabbets, stops, and soffits) from the backside with a continuous weld bead.
4a. If weld penetration occurs, file smooth.
5. Spot weld.
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Dyess AFB requires mortise locks
PRODUCT SPECIFICATIONS:
1-3/4" Thick steel doors shall be as manufactured by Ceco Door Products.
Doors shall conform to the Steel Door Institute guide specification, ANSI A250.8; see chart below for performance classifications.
LEGION doors are made full-flush or (optional) seamless style. Face sheets are commercial quality cold rolled steel conforming to ASTM A1008...or (optional) hot-dipped galvanized steel conforming to ASTM A924 and A653 --see chart below.
Legion full-flush doors have mechanical ly interlocked, hemmed, hairline seams on vertical edges and have no visible seams on faces. Doors specified "seamless" have no visible seams on faces or vertical edges (S.D.I. Model 2).A one piece, polystyrene slab, conforming to ASTM C578 TYPE 1, is bonded to the inside of both face sheets with a waterproof contact adhesive. The top and bottom door edges are closed with 16 gage steel channels welded to both face sheets.
Hardware Provisions: Hinge preparations are handed. Hinge edges are mortised for 4-1/2" or 5" high, standard and heavy weight hinges (specify which). 7 gage steel hinge reinforcements are welded inside the door edge and are drilled and tapped for fasteners in accordance with ANSI A156.7. The lock edge has a standard bevel (1:16) and is prepared for Gov. series 86, 160/161, or 90 locks in accordance with ANSI A115 (specify which). Optional closer reinforcement is a 14 gage steel channel.
Paint: 1-3/4" steel doors shall be provided with one coat of oven-cured neutral color primer paint. Primer coat shall conform with ANSI A250.10. The primer coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat is also available from a selection of standard colors (optional). Colorstyle finish is electrostatically applied, oven-cured urethane enamel and shallconform to ANSI A250.3 . For accurate color selectors ask for a Ceco Colorstyle chart.
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| AF Form 3000 Submittal #39 Hollow Metal Doors, Frames, & Details |
| A8054 HM Submittal Complete |
| Approval Stamp Hollow Metal |
| Sheet1 |
| HM Cover Sheet |
| Sheet1 |
| HM Definition |
| scan0001 |
| HM Submittal |
| Sheet1 |
| Explanation of Handings.pdf |
| Sheet1 |
| ADPA1.tmp |
| Sheet1 |
A8054 HW Submittal Complete
| TO Contracting Officer: Capt. Hillary Ince |
| FROM Contractor: FARR Builders LLC |
S. Gevers, San Antonio, TX 78210
| DATE: 29 Mar.2018 | |
| CONTRACT NUMBER: FA4661-15-D-0001 | |
| SUBMISSION NUMBER: 39 | |
| PREVIOUS SUBMISSION NUMBER: | |
| PROJECT NUMBER: FNWZ 12-0053 | |
| ITEM NORow1: 1 | |
| SPECIFICATION SECTION PARA NODRAWING NORow1: Per Sow | |
| DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow1: Hollow Metal Doors, Frames, & Details | |
| INITIALRow1: PR | |
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| DATE YYYYMMDD: 2018-03-29 | |
| TYPE OR PRINT NAME AND GRADE: Wayne Owens, PS | |
| TO Base Civil Engineering Officer: 502 CE | |
| RNLT: | |
| DATE YYYYMMDD_2: 20180409 | |
| TYPE OR PRINT NAME AND GRADE_2: A1C Yeongsoo Jeon | |
| TO AF Contracting Office: 7 CONS | |
| DATE YYYYMMDD_3: 20180406 | |
| TYPE OR PRINT NAME AND GRADE_3: Patrick Rolan, GS-12 | |
| TO Contractor: FARR Builders LLC. | |
| DATE YYYYMMDD_4: 20180409 | |
| TYPE OR PRINT NAME AND GRADE_4: 1st Lt Teresa Elsbree | |
| 2018-04-09T13:45:55-0500 | |
| JEON.YEONGSOO.1538040130 |
| 2018-04-06T16:01:03-0500 | |
| ROLAN.PATRICK.M.1515150249 |
| 2018-04-09T17:02:28-0500 | |
| ELSBREE.TERESA.JEANETTE.1395813010 |
| Text5: |
| Check Box6: Yes |
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| COMMENTS Number to correspond with applicable Item Number on reverseRow1: door #9 is to be storefront door, by storefront manufacturer, as per sheet A103, note 08.43.00.A2 |
GC to verify and respond to other submittal questions on page 5 of 28. See also other notes on submittal.
File details come from the government source that posted it. Updated .