Item Description rev1.pdf

DEPARTMENT OF THE AIR FORCE

OKLAHOMA CITY AIR LOGISTICS COMPLEX (OC-ALC)

TINKER AIR FORCE BASE OKLAHOMA

M22-081 Steel Studs

The 76th MXSG is requesting Metal Studs and Structural Steel Sections. This requirement shall have the following specifications:

a) All steel material, Cold Formed Steel (CFS) and screw must be made in the United

States.

b) CFS metal stud, metal track, metal C-joist shall be ASTM A653, meet AISI standard, grade 50, fy 50 ksi, G60.

c) Wide flange section structural steel shall be high strength low alloy carbon steel ASTM

A992, fy 50 ksi.

d) Hollow structural section shall be carbon steel ASTM A500 grade B, fy 46 ksi.

e) Steel plate shall be carbon steel ASTM A572 Grade 50, fy 50 ksi

f) C-channel, angle iron section, carbon steel sheet metal shall be carbon steel ASTM A36, fy 36 ksi.

g) Round black iron pipe section shall be ASTM A53, Grade B, seamless, unthreaded, fy

35 ksi.

h) Steel self drilling and self piercing tapping screws shall comply with ASTM C1513.

1. THIRTY (30 EACH) 400S200-97 CFS METAL STUDS STRUCTURAL SECTION WITH

LIP;

a. 4 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 20 FOOT LONG

2. SIXTY FIVE (65 EACH) 1400S200-97 CFS ROOF JOISTS STRUCTURAL SECTION

WITH LIP;

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

d. 20 FOOT LONG

e. WITHOUT PUNCHOUTS

3. FIVE (5 EACH) 1400S200-97 CFS ROOF JOISTS ROOF JOISTS STRUCTURAL

SECTION WITH LIP;

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 36 FOOT 1 5/8 INCH LONG

4. ONE HUNDRED TWENTY THREE (123 EACH) 1400S200-97 CFS ROOF JOIST

STRUCTURAL SECTION WITH LIP;

a. 14 INCH WEB DEPTH

b. 12 GUAGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 34 FOOT 11 3/8 INCH LONG

5. SIX (6 EACH) 1400S200-97 CFS ROOF JOISTS STRUCTURAL SECTION WITH LIP;

a. 14 INCH WEB DEPTH

b. 12 GUAGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 28 FOOT 1 3/8 INCH LONG

6. TWENTY EIGHT (28 EACH) 1400S200-97 CFS ROOF JOISTS STRUCTURAL

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 22 FOOT 8 ½ INCH LONG

7. TWENTY FOUR (24 EACH) 1400S200-97 CFS ROOF JOIST STRUCTURAL SECTION

WITH LIP;

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

d. 26 FOOT 6 3/8 INCH LONG

8. ONE HUNDRED FOUR (104 EACH) 1400S200-97 CFS ROOF JOISTS STRUCTURAL

a. 14 INCH WEB DEPTH

b. 12 GAGUE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 21 FOOT 5 ½ INCH LONG

9. ONE HUNDRED EIGHT (108 EACH) 1400S200-97 CFS ROOF JOISTS STRUCTURAL

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 27 FOOT 9 3/8 INCH LONG

10. ONE HUNDRED TWENTY SIX (126 EACH) 1400S200-97 CFS ROOF JOISTS

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 2 INCH FLANGE WIDTH

d. 26 FOOT 11 1/8 INCH LONG

11. TWENTY FIVE (25 EACH) 600S200-54 CFS METAL STUDS STRUCTURAL

a. 6 INCH WEB DEPTH

b. 16 GAUGE THICKNESS

d. 10 FOOT LONG

12. FOUR HUNDRED SEVENTY FIVE (475 EACH) 400T200-54 CFS METAL TRACK

STRUCTURAL SECTION WITHOUT LIP;

a. 4 INCH WEB DEPTH

b. 16 GAUGE THICKNESS

13. ONE HUNDRED (100 EACH) 400S200-54 CFS METAL STUDS STRUCTURAL

a. 4 INCH WEB DEPTH

b. 16 GAUGE THICKNESS

d. 16 FOOT LONG

14. ONE THOUSAND FIVE HUNDRED NINETY FIVE (1595 EACH) 400S200-54 CFS

METAL STUDS STRUCTURAL SECTION WITH LIP;

a. 4 INCH WEB DEPTH

b. 16 GAUGE THICKNESS

d. 14 FOOT 1-3/4 INCH LONG

15. FIVE HUNDRED THIRTY FIVE (535 EACH) 400S200-54 CFS METAL STUDS

a. 4 INCH WEB DEPTH

b. 16 GAUGE THICKNESS

d. 15 FOOT 3-3/4 INCH LONG

16. THREE HUNDRED FOURTY (340 EACH) STEEL DECK TYPE 1.5B, COVER WIDTH

36 INCH, G60 GALVANIZED, NESTED SIDELAP, ASTM A653 FY 50 KSI;

a. 22 GAUGE THICKNESS

b. 20 FEET LONG

17. ONE THOUSAND (1,000 EACH) SUPPORT CLIPS FOR RIGID STNADOFF COLD

FORMED STEEL FRAME CONNECTION, PREPUNCHED, ASTM A653, FY 50 KSI,

COATING G90;

a. 12 GAUGE THICKNESS

b. SIZE: 11 INCH WEB DEPTH X 4 INCH WIDE X 1 ½ INCH LEG

c. 25 BUCKETS OF 40 EACH

d. SUPPORT CLIP SHEAR CPACITY RATED FOR MINIMUM 2400 LBS

18. ONE THOUSAND ONE HUNDRED SIXTY (1,160 EACH) CFS HEAVY DUTY

DOUBLE LEG RESILIENT CHANNEL, RC-2 PROPLUS RESILIENT CHANNELS FOR

CEILING APPLICATION;

a. 22 MIL THICKNESS

b. 2 ½ INCH WIDE X ½ INCH DEEP X 12 FOOT LONG

c. MEET ASTM C645, MATERAIL COATING G60, FY 33 KSI

19. TWO HUNDRED FIFTY (250 EACH) 087F125-54 CFS FURRING CHANNEL

SECTION, HAT-SHAPED FRAMING COMPONENT FOR CFS WALL FRAMING

APPLICATION;

a. 7/8 INCH DEPTH X 16 GAUGE THICKNESS X 12 FOOT LONG, OVERALL

WIDTH 2-23/32 INCH.

b. ASTM C955, FY 50 KSI, G60

20. ONE THOUSAND EIGHT HUNDRED (1,800 EACH) SUPPORT CLIPS ANGLES FOR

COLD FORMED STEEL FRAME CONNECTION, PREPUNCHED, ASTM A653, FY 50

KSI, COATING G90;

a. 16 GAUGE THICKNESS

b. 2 INCH LEG X 2 INCH LEG X 3-3/8 INCH WEB DEPTH

c. 9 BUCKETS OF 200 EACH

d. SUPPORT CLIP SHEAR CAPACITY RATED FOR MINIMUM 1000 LBS

21. TWO HUNDRED TWENTY (220 EACH) PURLIN BEARING RIB (PBR)- WALL

PANEL SIDING;

a. 24 GAUGE THICKNESS

b. CONFORM TO ASTM A792 AND ASTM A653, FY 50 KSI

c. 1-1/4” RIB HEIGHT

d. PANLE COVERAGE WIDTH 36 INCH

e. RIB SPACING 12 INCH ON CENTER

f. 16 FOOT LONG

g. WHITE COLOR FINISH

22. SEVEN THOUSAND (7,000 EACH) PBR PANEL SCREWS;

a. SIZE #12-14 X 3/4 INCH HEX WASHER HEAD

b. SELF DRILLING PBR SCREWS

c. WHITE COLOR FINISH

23. ONE HUNDRED FIFTEEN (115 EACH) 24 GAUGE GALVANIZED SHEET METAL;

a. 5 FOOT X 10 FOOT

b. G90

24. EIGHTY (80) 22 GAUGE GALVANIZED SHEET METAL;

b. G90

25. FIFTY (50 EACH) 16 GAUGE CARBON STEEL PLAIN SHEET METAL;

a. 5 FOOT WIDE X 10 FOOT LENGTH

26. FIFTY (50 EACH) 20 GUAGE CARBON STEEL PLAIN SHEET METAL:

a. 4 FOOT WIDE X 8 FOOT LENGTH

27. ONE (1 EACH) 12 GAUGE 304 GRADE STAINLESS STEEL PLAIN SHEET METAL;

1535624425C Cross-Out

a. 5 FOOT WIDE X 10 FOOT LENGTH

b. MEET ASTM A240

28. FOURTEEN (14 EACH) 11 GAUGE CARBON STEEL SHEET METAL;

29. TWO (2 EACH) PLAIN PLATE STEEL;

a. 5/8 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

30. ONE (1 EACH ) DIAMTER ½ INCH SOLID ROUND PALIN ROD, 20 FEET

31. TWO (2 EACH) DIAMETER ¾ INCH SOLID ROUND PLAIN ROD, 20 FEET

32. TWELEVE (12 EACH) WIDE FLANGE STEEL SECTION BEAMS;

a. W14 X 26, 14 INCH DEEP, 26LB/FT

b. 25 FOOT LONG

33. THREE (3 EACH) WIDE FLANGE STEEL SECTION BEAMS;

a. W14 X 26, 14 INCH DEEP, 26 LB/FT

b. 20 FOOT LONG

34. ONE (1 EACH) PLATE STEEL;

a. 3/8 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

35. TWENTY (22 EACH) SQUARE TUBES STEEL SECTION (HOLLOW STRUCTURAL

SECTION);

a. 5/16 INCH WALL THICKNESS

b. 4 INCH X 4 INCH X 20 FOOT LENGH

36. ONE HUNDRED SEVENTY (170 EACH) SCHEDULE 10 BLACK IRON PIPE;

a. 1 ½ INCH INSIDE NOMINAL DIAMETER X 21 FOOT LONG

37. TWO (2 EACH) C CHANNELS STEEL SECTION;

a. C10 X 15.3, 10 INCH DEEP X 15.3 LB/FT, 2.6 INCH FLANGE WIDTH

b. 20 FOOT LONG

38. TWO (2 EACH) STEEL DIAMOND TREAD PLATE;

a. 3/16 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

39. SIXTEEN (16 EACH) STEEL DIAMOND TREAD PLATE;

a. ¼ INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

40. ONE (1 EACH) ANGLE IRON STEEL SECTION;

a. 3/16 INCH THICKNESS X 1 INCH WIDE X 1 INCH DEPTH

b. 20 FOOT LONG

41. TWO (2 EACH) ANGLE IRON STEEL SECTION;

a. 3/16 INCH THICKNESS X 2 INCH WIDE X 2 INCH DEPTH

b. 20 FOOT LONG

42. TWELVE (12 EACH) SQUARE TUBE STEEL SECTION (HOLLOW STRUCTURAL

SECTION)

a. ¼ INCH WALL THICKNESS

b. 4 INCH X 4 INCH, 20 FOOT LONG

43. SEVENTY FIVE (75 EACH) DIAMOND TREAD STEEL PLATE;

a. 1/8 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

44. FOURTY (40 EACH) PLAIN PLATE STEEL;

a. ¼ INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH

45. TWO (2 EACH) ANGLE IRON STEEL SECTION

a. ¼ INCH THICKNESS X 3 INCH WIDE X 2 INCH DEPTH

b. 20 FOOT LONG

46. ONE (1 EACH ) SQUARE TUBES;

a. 1/8 INCH WALL THICKNES

b. 1 INCH x 1 INCH

c. 20 FOOT LONG

47. TEN (10 EACH) SQUARE TUBES;

a. 0.125 INCH WALL THICKNESS

b. 3 INCH X 3 INCH

c. 24 FOOT LONG

48. FIFTY FIVE (55) 1400T125-97 – CFS STRUCTRUAL RIM TRACK WITHOUT TAB;

a. 14 INCH WEB DEPTH

b. 12 GAUGE THICKNESS

c. 1 ¼ INCH FLANGE WIDTH