MS 027-028 Metal Slat Fencing - Color.pdf
PDF 4 MB Posted
- Attached to
- Repair Maintenance Shop BLDG 8040
- Solicitation number
- FA4661-21-R-0001
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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-
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
TO: (AF Contracting Office)
RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE
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.
AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.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)
TO Contracting Officer: Capt. Hillary Ince
FROM Contractor: FARR Builders LLC S. Gevers, San Antonio, TX 78210
DATE: 31 Jan. 2018
CONTRACT NUMBER: FA4661-15-D-0001
SUBMISSION NUMBER: 28
PREVIOUS SUBMISSION NUMBER: 27
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: Basteel Color Chart For Metal SlatFencing
INITIALRow1: cr
ITEM NORow2:
SPECIFICATION SECTION PARA NODRAWING NORow2:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow2:
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ITEM NORow5:
SPECIFICATION SECTION PARA NODRAWING NORow5:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow5: Use patrician bronze
INITIALRow5: cr
ITEM NORow6:
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DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow6:
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DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow10:
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DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow11:
INITIALRow11:
DATE YYYYMMDD: 2018-01-31
TYPE OR PRINT NAME AND GRADE: Wayne Owens
TO Base Civil Engineering Officer: 502 CE
RNLT:
DATE YYYYMMDD_2: 20180131
TYPE OR PRINT NAME AND GRADE_2: A1C Yeongsoo Jeon
TO AF Contracting Office: 7 CONS
DATE YYYYMMDD_3: 20180131
TYPE OR PRINT NAME AND GRADE_3: Conda Richards, GS-12
TO Contractor: FARR Builders LLC
DATE YYYYMMDD_4: 20180131
TYPE OR PRINT NAME AND GRADE_4: Capt Hilary Ince
2018-01-31T14:20:39-0600
JEON.YEONGSOO.1538040130
2018-01-31T11:53:18-0600
RICHARDS.CONDA.H.1392454892
2018-01-31T14:55:17-0600
INCE.HILARY.RAE.1368173785
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COMMENTS Number to correspond with applicable Item Number on reverseRow1:
Check Box39: Yes
Check Box50: Off
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-
DISAP-
SEE
REVERSE
INITIAL
BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT
THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.
FOR GOVERNMENT USE ONLY
TO: (Base Civil Engineering Officer)
For Evaluation and Action RNLT ________________ OR SOONER
TO: (AF Contracting Office)
RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE
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.
AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.
New Resubmittal
1392454892C
Pencil
1392454892C
Pencil
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)
TO Contracting Officer: Capt. Hillary Ince
FROM Contractor: FARR Builders LLC S. Gevers, San Antonio, TX 78210
DATE: 02 Feb. 2018
CONTRACT NUMBER: FA4661-15-D-0001
SUBMISSION NUMBER: 27A
PREVIOUS SUBMISSION NUMBER: 27
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: Basteel Metal Slat Fencing Details
INITIALRow1: CR
ITEM NORow2:
SPECIFICATION SECTION PARA NODRAWING NORow2:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow2: Revisions To Specifications Requested By CE
INITIALRow2:
ITEM NORow3:
SPECIFICATION SECTION PARA NODRAWING NORow3:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow3: Compliance with
INITIALRow3:
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DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow11:
INITIALRow11:
DATE YYYYMMDD: 2018/02/02
TYPE OR PRINT NAME AND GRADE: Wayne Owens, PS
TO Base Civil Engineering Officer: 502 CE
RNLT:
DATE YYYYMMDD_2:
TYPE OR PRINT NAME AND GRADE_2:
TO AF Contracting Office:
DATE YYYYMMDD_3: 20180202
TYPE OR PRINT NAME AND GRADE_3: Conda Richards, GS-12
TO Contractor:
DATE YYYYMMDD_4:
TYPE OR PRINT NAME AND GRADE_4:
2018-02-02T16:17:53-0600
RICHARDS.CONDA.H.1392454892
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COMMENTS Number to correspond with applicable Item Number on reverseRow1:
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Check Box50: Yes
D
89 3/8" 82"
8'-0"
40 1/4"
11'-0"
4" SQ. POSTS
2 3/8"
34"
14"
18"
2'
-3
/8
54 1/2"
90" 90" 90" 90"
74"
93 3/8"
30'-0"
4" SQ POSTS
GRADE GAP
8'-2 3/8"
GATE FRAME
HINGE WELDED
TO GATE FRAME
HINGE
STRAP
SQUARE
POST
HINGE YOKE
WELDED TO
HINGE STRAP
4" BEARING
HINGE RATED
@2800LBS/PAIR
2'
-4
24'- 3/8" 97 1/2" 97 1/2" 93 3/8"
CUSTOMER TO VERIFY FIELD MEASUREMENTS
PRIOR TO MANUFACTURING
FIELD CUT ALL NON- STANDARD FENCE SECTIONS
4" SQ POSTS
GRADE GAP
8'-2 3/8"
SS ROD KEEPER
SS CANE GUIDE
W/ NYLON BUSHINGS
1" DIA SS CANE ROD
3/5 X 5 HEX BOLT
& LOCK NUT (6)
SS CANE ROD
PADLOCK
3/8 X 5 CARRIAGE
BOLT & NUT (4)
SS SLIDE BOLT LATCH
APPROVED BY:
DATE:
COMPANY:
COLOR:
INCLUDE BASTEEL PERIMETER SYSTEMS
MANUFACTURER TAG
A A
B B
C C
D D
Farr Builders DYESS
AFB 8040
REVDWG. NO.
D
SIZE
TITLE:
144"
8'-0" 7'-11 1/4"
3 1/8" 2"
27 1/2"
58" 12" 12" 12"
19'- 1/2"
12'-0" OPENING 64" 64"
128"
K
DETAIL K
SCALE 1 : 12
21 3/8"
M
43 3/8"
4"
39 3/8"
DETAIL M
SCALE 1 : 24
Submittal
Farr Builders DYESS AFB 8040 RSCG8x12DEF
SHEET 2 OF 7SCALE: 1:48 WEIGHT:
C
APPROVED BY:
COMPANY:
DATE: COLOR:
138"
154"
10"
27 1/2"
16"
26 1/2"
6 1/8" 46 1/4" 6 1/8" 3"
18" 21 1/2"
58"
9"
12 1/2" CENTER LINE OF ROLLERS NEED TO MATCH CENTER OF LATCH POSTS
WALL
U
T
ALL U POSTS
39 3/8" DEEP 39 3/8"
#5 REBAR U- FRAMES
#6 REBAR
CONTINUOUS HORIZONTALS
CONCRETE TEMPLATE
Farr Builders DYESS AFB 8040
CONCRETE
SHEET 3 OF 7SCALE: 1:1 WEIGHT:
C
1'
-0
'-0
3' -4
(M
IN
3/ 8"
3/8"
12"
SEE NOTE 4
GATE POST
SEE NOTE 4
CONCRETE FOOTING
(SEE NOTES 3 AND 4)
PICKET
PICKET LAYOUT
PLAN VIEW
8'-1 1/2"
STANDARD
V
8 7/8"
.2
5"
.017" THICK
NOTES:
FENCE MATERIAL SHALL BE FLUOROPOLYMER 1.
COATED GALVANIZED STEEL.
FENCE COLOR SHALL MATCH EXISTING FACILITIES AT 2.
DYESS AFB. COORDINATE WITH CONTRACTING
OFFICER.
DECORATIVE FENCE PICKET HARDWARE AND 3.
CONCRETE FOOTING PER MANUFACTURER'S
RECOMMENDATIONS.
CONTRACTOR SHALL TOOL CONCRETE AROUND 4.
POST. REFER TO SPECIFICATIONS FOR DETAIL..
CONCRETE FOUNDATIONS SHOWN ARE FOR 5.
OPTIMAL SOIL CONDITIONS. CONSULT WITH
JURISDICTIONAL AUTHORITY REGARDING
REQUIREMENTS OF LOCAL CONDITIONS.
DEFIANT FENCE
.2
.017" THICK
PICKET
/8
18"
11'-0" POST
INFILL AS
SPECIFIED
SS CANE
RODS
SLIDE BOLT
HINGE WELDED
TO GATE FRAME
HINGE
STRAP
SQUARE
POST
HINGE YOKE
WELDED TO
HINGE STRAP
4" BEARING
HINGE RATED
@2800LBS/PAIR
93 3/8" 4"
SS ROD KEEPER
SS CANE GUIDE
W/ NYLON BUSHINGS
1" DIA SS CANE ROD
3/5 X 5 HEX BOLT
& LOCK NUT (6)
SS CANE ROD
PADLOCK
3/8 X 5 CARRIAGE
BOLT & NUT (4)
SS SLIDE BOLT LATCH
NOTES:
MATERIALS OF CONSTRUCTION ARE GALVANIZED 1.
STEEL EXCEPT WHERE NOTED.
ALL WELDS TO BE WITH SILICON-BRONZE WELDING 2.
WIRE.
GATE COLOR SHALL MATCH EXISTING FACILITIES AT 3.
DYESS AFB. COORDINATE WITH CONTRACTING
OFFICER.
INSTALLATION TO BE COMPLETED IN ACCORDANCE 4.
WITH MAUNFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL TOOL CONCRETE AROUND 5.
POST. REFER TO SPECIFICATIONS FOR DETAIL..
CONCRETE FOUNDATIONS SHOWN ARE FOR 6.
OPTIMAL SOIL CONDITIONS. CONSULT WITH
JURISDICTIONAL AUTHORITY REGARDING
REQUIREMENTS OF LOCAL CONDITIONS.
DEFIANT DOUBLE SWING
INFINITY SERIES
Wind Load Data – 90MPH 3-Second Gust
A D I V I S I O N O F B E L L M A C H I N E C O . , I N C .
STEEL SPECIFICATIONS
Material Specifications Pickets / Panels
• .017-0+.004
• ASTM A653 GRADE 80,000 psi minimum yield
• G90 galvanized with minimal spangle ASTM B-6
• Leveled Flatness ASTM 3-366
• No greater Camber 1/8” in 8’
• Must bend at 2t radius
Material Specifications: Rails, U-Channels, & Brackets
• Galvanized G90, minimal spangle
• ASTM A653 Grade 50,000 psi minimum yield
• 14 gauge .074
• Camber 1/8” per 8’
Posts:
4.0” x 4.0”, 50,000 psi min yield in accordance with ASTM A500, 0.112” (11 gauge) minimum wall thickness, except where noted otherwise.
Panel screws:
302 series stainless steel 6-Lobe pin in security truss washer, full body shouldered conforming to ANSI
B1.13M
Long Panel Screw:
M4.2-1.41 x 48.8mm (T-15) Truss w/pin T-AB 18-8 Stainless Steel
Short Panel Screw:
M4.2-1.41 x 19mm (T-15) Truss w/pin T-AB 18-8 Stainless Steel
Bracket to post Self-Drilling Self Tapping Fastener:
304 stainless steel HW Tek 14 x ¾ conforming to ANSI B18.6.4
Rail to Bracket Fasteners:
¼ - 20 x 1-3/4 carriage bolt 18-8 stainless steel
¼ - 20 Hex nut 18-8 stainless steel
Rail Clip or U-Nut:
See PDF (panel clip detail)
1 4 0 0 M A G N O L I A A V E N U E , F R A N K F O R T , I N 4 6 0 4 1
P H ( 7 6 5 ) 6 5 4 - 5 2 2 5 F A X ( 7 6 5 ) 6 5 4 - 8 7 5 5 F R E E ( 8 6 6 ) 3 6 9 - 8 3 3 5
(If available)
Specifications
AWS A5.7 / ASME SFA5.7 Class ERCuSi-A
Description Silicon Bronze is a copper based filler metal that contains 3% Silicon and trace amounts of manganese, tin and zinc. It is used primarily for oxyacetylene welding of copper, copper-silicon and copper- zinc metals to themselves and to steel. Silicon Bronze is excellent for plain or galvanized steel sheet metal as well as other coated steels. It is also used for surfacing areas that are subjected to corrosion. The Oxyacetylene gas flame should be slightly oxidizing. Keep the weld puddle small in order to promote fast solidification and minimize cracking. A high boric acid flux should be used both before and during welding. Preheat is NOT recommended.
Typical Chemical Composition Typical Mechanical Properties Copper * Balance Tensile Strength 50,000 psi, min.
Zinc 1.0 max. Elongation, in 2 in. 65%
Tin 1.0 max. Brinnell Hardness 80 to 100
Manganese 1.5 max.
Iron 0.5 max.
Silicon 4.0 max.
Aluminum 0.01 max.
Lead 0.02 max.
Others 0.50 max.
*includes Silver
Recommended Welding Parameters
Gas Selection GTAW 100% Helium 40-45 cfh GMAW 100% Argon 45-55 cfh
100% Argon 40-45 cfh
Notice: The results reported are based upon testing of the product under controlled laboratory conditions in accordance with American
Welding Society Standards. Actual use of the product may produce different results due to varying conditions. An example of such conditions would be electrode size, plate chemistry, environment, weldment design, fabrication methods, welding procedure and service requirements. Thus the results are not guarantees for use in the field.
A Division of Bell Machine Co., Inc.
1400 Magnolia Avenue Frankfort, IN 46041 Free: 866-369-8335
February 2, 2018
Project: Contract # FA 4661-16-C-0003, Repair Maintenance Shop Bldg. 8040, Dyess AFB
Dear Valued Customer, RE: BASTEEL Perimeter Systems – Buy American Act
BASTEEL Perimeter Systems sources 100% domestic raw materials prior to manufacturing the various components pieces required in completing each style of BASTEEL Fence.
BASTEEL Perimeter Systems is in full compliance as a material supplier for any Government entity requiring the use of domestic materials.
I hope that this letter adequately explains itself. If you have any further concerns or questions, please feel free to contact.
Kind Regards, Ryan M. Bell
Vice President Basteel Perimeter Systems
1400 Magnolia Avenue
1400 Magnolia Avenue
Correct Application of Aerosol Touch-Up Paint
Fence and Gate installation may require limited cutting or drilling to accommodate slight variations in field measurements and normal construction tolerances. Contractor shall take reasonable precautions to make sure exposed metal surfaces are properly sealed from environment, as described below:
1. Carefully inspect gate and metal components during installation.
2. Remove metal shavings from drilling or cutting of posts or metal gate components.
3. Where cutting or drilling was determined necessary, clean metal surfaces and apply two (2) coats of zinc-rich metal primer to thoroughly cover each cut edge or hole drilled during installation processes. Allow each coat to dry thoroughly.
4. Next, apply two (2) thin coats of Manufacturer-supplied custom touch-up paint to such locations, allowing each coat to dry thoroughly.
5. Inspect work and verify each cut or drilled metal surface was properly treated as described above.
6. NOTE: Failure to properly clean, prime and finish paint exposed surfaces as described in steps 1 – 5 above shall void Manufacturer Warranty.
1400 Magnolia Avenue
BASTEEL Perimeter Systems Panel Fastener Pull-Out Strength Testing Report
As seen in the testing report below, BASTEEL panel infill fasteners have a pull-out strength in excess of 6,000N.
Thursday, November 18, 2010
Report Number: BASTEEL PULL THRU TEST 11-18-10.is_tens
Operator Name DCG
Part#
Grip Range
Hole Diam.
Customer
Manufacturer Emhart-Pop
Application Description
Test Type Tension
Maximum Load (lbf)
Tensile extension at
(in)
(N)
Tensile extension at
(mm)
1 1367.992 0.2238 6085.13 5.68
Mean 1367.992 0.2238 6085.13 5.68
Maximum 1367.992 0.2238 6085.13 5.68
Minimum 1367.992 0.2238 6085.13 5.68
Standard
Deviation
Farr Builders DYESS AFB 8040_SUBMITTAL.PDF.pdf
ENCLOSURES
Drawing View15
Detail View D (1 : 12)
Drawing View17
Drawing View18
Drawing View22
Drawing View23
Drawing View24
Drawing View45
Drawing View46
Drawing View47
Drawing View48
Drawing View49
Drawing View50
Drawing View51
RSCG8x12DEF
Drawing View25
Drawing View26
Drawing View27
Section View F-F
Drawing View31
Detail View K (1 : 12)
Drawing View33
Section View L-L
Detail View M (1 : 24)
Drawing View36
CONCRETE TEMPLATE
Drawing View37
Section View N-N
Drawing View41
Detail View T (1 : 15)
Detail View U (1 : 15)
FENCE DETAIL
Drawing View52
Drawing View53
Drawing View54
Detail View V (1 : 16)
Drawing View56
GATE DETAIL
Drawing View61
Drawing View62
Drawing View63
Drawing View64
Drawing View65
Drawing View67
Drawing View68
Wind Load Data - 90mph
BASTEEL Material Specs
AWS A5.7-A.73
Basteel Buy American Act DYESS AFB BLDG 8040
Application of Touch Up Paint
BASTEEL Panel Fastener Pull-Out Test Report
File details come from the government source that posted it. Updated .