standard speciﬁcation for driven fasteners: nails, spikes...

Designation: F1667 − 11a´1

Standard Specification forDriven Fasteners: Nails, Spikes, and Staples1

This standard is issued under the fixed designation F1667; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (´) indicates an editorial change since the last revision or reapproval.

This standard has been approved for use by agencies of the Department of Defense.The Commercial and Government Entity (Cage) Code for ASTM: 81346.

´1 NOTE—The fastener description on the first page of Table 33 was editorially updated in March 2012.

1. Scope*

1.1 This specification covers nails, spikes, staples, and otherdriven fasteners, as listed in Table 1.

NOTE 1—Fastener ductility information is presented in Table 2 anddimensional information in Tables 3-65.

1.2 Fasteners described in this specification are driven byhand tool, power tool, or mechanical device in single ormultiple strikes and are positioned by hand, tool, or machine.

1.3 The values stated in inch-pound units are to be regardedas standard. No other units of measurement are included in thisstandard.

1.4 Fasteners in this specification are sold in bulk (loose)form and are collated for loading into the magazine of anapplication tool. Other than as covered in Section 9, Workman-ship, cohering materials (including, but not limited to, plastic,adhesive bond, paper tape, plastic strip, plastic carrier, wire,etc.) and relative orientation of collated fasteners are not withinthe scope of this standard.

1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.

2. Referenced Documents

2.1 ASTM Standards:2

A153/A153M Specification for Zinc Coating (Hot-Dip) onIron and Steel Hardware

A510M Specification for General Requirements for Wire

Rods and Coarse Round Wire, Carbon Steel (Metric)A641/A641M Specification for Zinc–Coated (Galvanized)

Carbon Steel WireB695 Specification for Coatings of Zinc Mechanically De-

posited on Iron and SteelF547 Terminology of Nails for Use with Wood and Wood-

Base MaterialsF592 Terminology of Collated and Cohered Fasteners and

Their Application ToolsF680 Test Methods for NailsF1575 Test Method for Determining Bending Yield Moment

of Nails

3. Terminology

3.1 Definitions—The definitions used in this specificationare those of common commercial acceptance and usage andalso appear in Terminologies F547 and F592.

4. Classification

4.1 The fasteners and their Table 1 classification are iden-tified as follows:

NOTE 2—The identification of fasteners, classified by style and type(alpha indicators) followed by a dash number (numerical code) based onTables 3-65, identifies dimensions specifically and establishes a PIN (partidentifying number) system when preceded by the F1667 ASTM desig-nator of this specification. For example:

4.2 The trade designation, S, pennyweight, used in commer-cial practice is referenced in Tables 3-64 wherever it applies.

1 This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.05 on Driven andOther Fasteners.

Current edition approved Nov. 1, 2011. Published November 2011. Originallyapproved in 1995. Last previous edition approved in 2011 as F1667 – 11. DOI:10.1520/F1667-11AE01.

2 For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at [email protected]. For Annual Book of ASTMStandards volume information, refer to the standard’s Document Summary page onthe ASTM website.

*A Summary of Changes section appears at the end of this standard

Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States

1Copyright by ASTM Int'l (all rights reserved);

http://dx.doi.org/10.1520/A0153_A0153M


http://dx.doi.org/10.1520/A0510M

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http://dx.doi.org/10.1520/B0695

http://dx.doi.org/10.1520/B0695

http://dx.doi.org/10.1520/F0547







http://www.astm.org/COMMIT/COMMITTEE/F16.htm

http://www.astm.org/COMMIT/SUBCOMMIT/F1605.htm

5. Ordering Information

5.1 Orders for driven fasteners under this specification shallinclude the following information:

5.1.1 Quantity or weight;5.1.2 Part identifying number (PIN) or product description

(see 4.1 and appropriate table);

5.1.3 Special material requirements, if specified, includingcoatings or finishes;

5.1.4 ASTM designation;5.1.5 Packaging requirements;5.1.6 A producer’s or supplier’s certification that the mate-

rial and the finished fastener are in compliance with thisspecification, furnished only when specified in the purchaseorder;

5.1.7 Supplementary requirements, if any; and5.1.8 Any additions agreed upon between the purchaser and

the supplier.

6. Material Requirements

6.1 Steel wire used in the manufacture of driven fastenersshall be of low carbon, medium-low carbon, or medium-highcarbon.

6.2 Stainless steel wire used in the manufacture of drivenfasteners shall be of Types 302, 304, 305, or 316.

6.3 Carbon steel wire for the manufacture of hardened steelnails shall be suitable for heat treatment to a minimumhardness of 37 HRC.

6.4 Sheet steel used in the manufacture of cut nails (Type II)and cut spikes (Type III) shall be a medium-carbon sheet steel.

6.5 Copper used in the manufacture of driven fasteners shallcontain a minimum of 98 % pure copper.

6.6 Copper-clad steel wire used in the manufacture ofdriven fasteners shall contain not less than 20 % copper byweight. The average thickness of copper on the steel wire shallbe not less than 10 % of the radius of the clad wire; theminimum thickness of copper on the steel wire shall be not lessthan 8 % of the radius of the clad wire.

6.7 Aluminum alloy wire used in the manufacture of fas-teners shall conform to Alloy 2024, 5056, 6061, or 6110 andhave a minimum ultimate tensile strength of 60 000 psi.

NOTE 3—Smooth shank nails are sometimes chemically treated toremove grease, oil, and foreign matter and to roughen the surfacemicroscopically. Mechanically deformed nails are sometimes cleaned toremove grease and foreign matter.

6.8 Brass wire used in the manufacture of fasteners shall beof good commercial quality suitable for the purpose.

7. Physical Properties

7.1 Ductility—The fasteners shall be sufficiently ductile towithstand cold bending without fracture, as specified in Table

TABLE 1 Classification and Identification Index

Type Style Style Identification Table

I—Nails (NL) 1. Brads BR 32. Barrel BL 43. Boat BTH/BTL 54. Box A BXA 6

Box B BXB 75. Broom BM 86. Casing CN 97. Cooler CL 108. Sinker SK 119. Corker CK 12

10. Common CMA 13Common CMC 14Common CMS 15Common CMM 16

11. Concrete CTS/CTM 1712. Double-headed DH 1813. Fine FN 1914. Finishing FH 2015. Flooring FL 2116. Lath LHF 22

Lath LHH 2317. Masonry MR/MRH 2418. Pallet PL 2519. Gypsum wallboard GWS 26

Gypsum wallboard GWM 2720. Roofing RFA 28

Roofing RFS 29Roofing RFC 30Roofing RFL 31Roofing RFR 32Roofing RFD 33Roofing RFNS/RFND 34

21. Shingle SHAD/SHAS 35Shingle SHSS/SHNSB 36

22. Siding SDF/SDC/SDK 3723. Slating SLA/SLC/SLS 3824. Rubber heel RH 3925. Underlayment UL 4026. Square-barbed SB 4127. Masonry drive MD 4228. Escutcheon ES 4329. Glulam rivet GR 4430. Post frame PF 45

II—Cut nails (CN) 1. Common CM 462. Basket BK 473. Clout CL 484. Trunk TR 495. Cobblers CB 506. Extra-iron clinching EC 517. Hob HB 52

III—Spikes (SP) 1. Common CM 532. Gutter GRF/GRO 543. Round RDC/RDF 554. Barge and boat BB 56

IV—Staples (ST) 1. Fence FN 572. Poultry netting PN 583. Flat top crown FC 59

Flat top crown FCC 604. Round or V crown RC 615. Preformed PC 626. Electrical RE 637. Preformed hoop PH 648. Cap STC 65

TABLE 2 Bend Angles for Fasteners Using the Test MethodsF680 Bend Test

Fastener Material BendAngle, °

1. Steel wire: (low-carbon, medium-lowcarbon, medium-carbon) (unhardened)

180

2. Stainless steel wire 1803. Hardened steel fasteners 204. Sheet steel for cut nails, Type II,

and cut spikes, Type III90

5. Copper (min 98 %) 1806. Copper clad wire (min 20 %) 1807. Aluminum alloy wire 908. Brass wire 180

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TABLE 3 Type I, Style 1—BradsA

NOTE 1—Steel wire, brad head, diamond point, round smooth shank, bright finish. When specified, brads shall have a modified brad head with a bluntor chiseled point for use with mechanical drivers.

TABLE 4 Type I, Style 2—Barrel NailsA

NOTE 1—Steel wire, flat head, diamond point, round smooth shank, bright, zinc or cement coated as specified.

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2 for various materials used in the manufacture of fastenersutilizing the conventional bend test described in Test MethodsF680. Mandrel diameter used in this test shall not exceed

nail/wire diameter. The cold bend test shall not apply tounhardened nails with deformed shanks.

TABLE 5 Type I, Style 3—Boat nailsA

NOTE 1—Steel wire, oval countersunk head, chisel point, round smooth shank, bright or zinc coated as specified.

TABLE 6 Type I, Style 4A—Box NailsA

NOTE 1—Steel wire, flat head, diamond point, round, barbed or smooth shank, bright or cement coated as specified. When specified, box nails shallhave an altered or T-head with a diamond, blunt, or chisel point for use with mechanical drivers.

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7.2 Tensile Strength—Finished driven fasteners are not nor-mally subject to tension testing. However, the wire or sheetused to manufacture the fastener is tested as required forcontrol in the production process during manufacture.

7.3 Number per pound—Number per pound figures are notrequirements. Number per pound varies (1) as actual dimen-sions vary within tolerance ranges, (2) between bright andcoated nails, and (3) with zinc coating thickness for galvanizednails. No tolerances have been established for these figures.They are for reference only and shall not be used as productacceptance/rejection criteria.

8. Dimensions and Tolerances

8.1 Nominal dimensions of nails and spikes shall be asshown in Tables 3-56. The following dimensional designationsshall apply:

S = trade designation (reference in penny weight),L = length, in.,H = head diameter or width, in.,D = shank diameter, in.,B = head separation, in. (Table 18), andNo./lb = approximate count per pound.

TABLE 7 Type I, Style 4B—Box NailsA

NOTE 1—Steel wire, flat head, diamond point, round smooth shank, cement coated.

TABLE 8 Type I, Style 5—Broom NailsA

NOTE 1—Steel wire, flat or star head, diamond point, round smooth shank, bright finish, as specified.

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8.1.1 The lengths, L, of nails and spikes with flat heads orparallel shoulders under the head shall be measured from underthe head or shoulder to the tip of the point. All other nails andspikes shall be measured overall.

8.1.2 The diameter, D, of smooth shank nails and spikesshall be measured away from the gripper marks. The diameter,D, of formed or deformed shanks shall be measured before

deformation, or, if specified, the thread crest diameter afterdeformation, or both. All diameter dimensions shall be takenprior to the application of or after the removal of any coatingsor finish.

8.2 Tolerances on Nominal Dimensions for Nails andSpikes:

TABLE 9 Type I, Style 6—Casing NailsA

NOTE 1—Steel wire, flat countersunk cupped head, diamond point, round smooth shank, bright finish.

TABLE 10 Type I, Style 7—Cooler NailsA

NOTE 1—Steel wire, flat head, diamond point, round smooth shank, cement coated. When specified, coolers shall have an altered or T-head for use withmechanical drivers.

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8.2.1 Length tolerances shall be 61⁄32 in. for lengths up toand including 1 in.; 61⁄16 in. for lengths over 1 in., up to andincluding 21⁄2 in.; 63⁄32 for lengths over 21⁄2 in., up to andincluding 7 in.; and 61 ⁄8 in. for all lengths over 7 in.

8.2.2 Shank diameter tolerances shall be 60.002 in. fordiameters smaller than 0.076 in. and 60.004 in. for diameters0.076 in. and larger.

8.2.3 Head Diameter Tolerances:

TABLE 11 Type I, Style 8—Sinker NailsA

NOTE 1—Steel wire, flat countersunk head, diamond point, round smooth shank, bright or cement coated. When specified, sinkers shall have an alteredor T-head for use with mechanical drivers.

TABLE 12 Type I, Style 9—Corker NailsA

NOTE 1—Steel wire, flat countersunk head, diamond point, round smooth shank, cement coated. When specified, corkers shall have an altered or T-headfor use with mechanical drivers.

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8.2.3.1 Hand Driven—Tolerances on head diameters ofroofing nails shall be +0, −10 % of the nominal head diameter(the mean of two readings 90° apart). For other brads, nails,and spikes, the tolerance shall be 610 % of the nominal headdiameter (individual measurement). The difference in diameteracross the long axis of a roofing nail shall not exceed thatacross the short axis by more than 20 %. For other brads, nails,

and spikes, the difference in diameter across the long axis shallnot exceed that across the short axis by more than 10 %. A filletshall be provided under the head if not otherwise specified.

8.2.3.2 Power Driven—Tolerances on head diameters ofpower-driven nails shall comply with the manufacturer’s speci-fications and shall be suitable for use in the make and model ofthe tool specified.

TABLE 13 Type I, Style 10—Common NailsA

NOTE 1—Aluminum alloy wire, flat head, diamond point, round smooth shank, or, when specified, square barbed shank.


NOTE 1—Copper wire, flat head, diamond point, round smooth shank.

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NOTE 1—Steel wire, flat head, diamond point, round smooth shank, bright, zinc or cement coated as specified.


NOTE 1—Aluminum alloy wire, stainless steel or steel wire, (bright, zinc coated or cement coated), altered or T-head, diamond or chisel point, roundsmooth or deformed shank, as specified. For use with mechanical drivers.

F1667 NLCMMDash No. L D Dash

No.L D Dash No. L D Dash

No.L D Dash

No.L D Dash

No.L D

01 11⁄4 0.080 15 13⁄4 0.086 29 2 0.148 43 13⁄4 0.120 57 23⁄8 0.113 71 3 0.13102 11⁄4 0.086 16 13⁄4 0.092 30 21⁄4 0.092 44 17⁄8 0.120 58 23⁄8 0.120 72 3 0.14803 11⁄4 0.092 17 13⁄4 0.099 31 21⁄4 0.099 45 17⁄8 0.131 59 23⁄8 0.131 73 31⁄4 0.12004 11⁄4 0.099 18 13⁄4 0.113 32 21⁄4 0.113 46 17⁄8 0.148 60 23⁄8 0.148 74 31⁄4 0.13105 11⁄2 0.080 19 17⁄8 0.080 33 21⁄2 0.092 47 2 0.120 61 21⁄2 0.120 75 31⁄4 0.14806 11⁄2 0.086 20 17⁄8 0.086 34 21⁄2 0.099 48 2 0.131 62 21⁄2 0.148 76 31⁄2 0.13507 11⁄2 0.092 21 17⁄8 0.092 35 21⁄2 0.113 49 21⁄8 0.099 63 21⁄2 0.162 77 31⁄2 0.14808 11⁄2 0.099 22 17⁄8 0.099 36 21⁄2 0.131 50 21⁄8 0.113 64 25⁄8 0.148 78 31⁄2 0.16209 11⁄2 0.113 23 17⁄8 0.113 37 31⁄2 0.131 51 21⁄8 0.120 65 23⁄4 0.120 79 4 0.14810 15⁄8 0.080 24 2 0.080 38 11⁄2 0.120 52 21⁄8 0.131 66 23⁄4 0.131 80 4 0.16211 15⁄8 0.086 25 2 0.086 39 11⁄2 0.131 53 21⁄8 0.148 67 23⁄4 0.148 81 41⁄2 0.14812 15⁄8 0.092 26 2 0.092 40 11⁄2 0.148 54 21⁄4 0.120 68 27⁄8 0.120 82 41⁄2 0.16213 15⁄8 0.099 27 2 0.099 41 11⁄2 0.162 55 21⁄4 0.131 69 3 0.120 ... ... ...14 13⁄4 0.080 28 2 0.113 42 15⁄8 0.113 56 21⁄4 0.148 70 3 0.128 ... ... ...

A All dimensions given in inches.

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TABLE 17 Type I, Style 11—Concrete NailsA

NOTE 1—Harded steel, flat countersunk head, diamond point, smooth or mechanically deformed shank formed from round or square stock, as specified,bright finish.

TABLE 18 Type I, Style 12—Double-Headed NailsA

NOTE 1—Steel wire, flat heads, diamond point, round smooth shank, bright finish or cement coated.

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8.3 Nominal dimensions of staples shall be as shown inTables 57-65, and the following dimensional designations shallapply:

8.3.1 Hand Tool–Driven Nominal Dimensions:

L = leg length, inside, in.,D = round leg diameter, in.,C = crown width, inside, in., andNo./lb = approximate count per pound.

8.3.2 Power Tool–Driven Nominal Dimensions:

D = round leg diameter, in.,L = leg length, outside, in.,T = leg thickness, in. (see Tables 59 and 60),W = leg width, in. (see Tables 59 and 60),C = crown width, outside, in., andG = steel wire gage.

8.4 Tolerances on Nominal Dimensions for Staples:

8.4.1 Leg length, L, tolerances shall be +1⁄32, −1⁄64 in. forboth hand tool–driven and power tool–driven staples.

TABLE 19 Type I, Style 13—Fine NailsA

NOTE 1—Steel or copper wire, flat head, diamond point, round smooth shank, bright finish.

TABLE 20 Type I, Style 14—Finish NailsA

NOTE 1—Steel wire, brad head, altered or clipped T-head for use with mechanical drivers, diamond or chisel point, smooth or barbed shank formedfrom round or square stock, as specified, bright finished.

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8.4.2 Diameter tolerances for hand tool–driven roundstaples shall be 60.002 in. for diameters smaller than 0.076 in.and 60.004 in. for diameters 0.076 in. and larger.

8.4.3 Thickness and width tolerances on power-drivenstaples shall comply with the manufacturer’s specification andshall be suitable for use in the make and model tool specified(see Tables 59 and 60).

8.4.4 Crown width tolerances are 61⁄32 in. unless otherwisespecified.

8.5 Nominal Dimensions for Cut Nails, Type II—Unlessotherwise specified, cut nails shall be sheared from mediumcarbon sheet steel and shall have a wedge-shaped shank with asheared square point end narrower than the upset head end. The

TABLE 21 Type I, Style 15—Flooring NailsA

NOTE 1—Harded steel or steel wire, casing head or flat-cupped countersunk head, diamond or blunt point, round, smooth or mechanically deformedshank, dark (hardened), bright (steel wire) or cement coated, as specified.

TABLE 22 Type I, Style 16—Lath NailsA

NOTE 1—Steel wire, flat head, diamond point, round smooth shank, blued finish.

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TABLE 23 Type I, Style 16—Lath NailsA

NOTE 1—Steel wire, flat hook-head, diamond point, round smooth shank, bright, blued, or zinc coated as specified.

TABLE 24 Type I, Style 17—Masonry NailsA

NOTE 1—Hardened steel, flat or flat countersunk head, diamond point, mechanically deformed shank, bright finish.

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designation T in Tables 46-51 refers to sheet thickness infinished product. Other designations shall be the same as thosefor nails in 8.1.

8.6 When gage is used for a nominal diameter dimension inthe application of this specification, it shall be in accordancewith the decimal equivalents as shown in SpecificationA510M, unless otherwise specified.

9. Workmanship

9.1 Fasteners covered by this specification shall be true toshape, well-finished, free from imperfections, clean, and free ofcorrosion. Mechanically driven collated items shall be uniformand aligned properly in their assembled form for use in powertools.

10. Protective Coatings and Finishes

10.1 Zinc Coating:10.1.1 Driven fasteners required to be zinc coated shall be

cut and formed from hot-dip, hard-wiped, galvanized steelwire, electrogalvanized steel wire, or zinc flake/chromatedispersion-coated steel wire; or they shall be cut from uncoated(bright) steel wire and shall be hot-dip galvanized, electrode-posited zinc coated, mechanically deposited zinc coated, orzinc flake/chromate dispersion coated after forming. Power-driven staples are not normally zinc coated after forming.

10.1.2 Hot-dip galvanized or electrogalvanized steel wirefor the manufacture of fasteners shall have a coating weight inaccordance with Specification A641/A641M, SupplementaryRequirements, Class 1.

TABLE 25 Type I, Style 18—Pallet NailsA

NOTE 1—Hardened steel or steel wire (for mechanical drivers); flat head, altered or T-Head (for mechanical drivers); diamond, blunt diamond, bluntchisel or blunt point; round, mechanically deformed shank; bright finish (steel wire); or dark (hardened), as specified.

Dash No. L D H No. /Lb Dash No. L D H No. Lb01 11⁄2 0.120 0.281 190 31 13⁄4 0.099 0.255 26202 15⁄8 0.120 0.281 170 32 13⁄4 0.099 0.280 26203 2 0.120 0.281 140 33 2 0.084 0.200 31804 21⁄4 0.120 0.281 130 34 2 0.086 0.235 30405 21⁄2 0.120 0.281 120 35 2 0.090 0.245 27706 21⁄2 0.135 0.312 93 36 2 0.099 0.255 22907 3 0.120 0.281 98 37 2 0.099 0.280 22908 3 0.135 0.312 79 38 2 0.105 0.270 20409 3 0.148 0.312 66 39 2 0.113 0.280 17610 31⁄4 0.135 0.312 73 40 21⁄4 0.084 0.200 28311 31⁄4 0.148 0.312 61 41 21⁄4 0.086 0.235 27012 31⁄2 0.148 0.312 57 42 21⁄4 0.099 0.255 20413 31⁄2 0.162 0.375 47 43 21⁄4 0.099 0.280 20414 31⁄2 0.177 0.438 38 44 21⁄4 0.105 0.270 18115 4 0.177 0.438 35 45 21⁄4 0.113 0.280 15616 4 0.177 0.375 35 46 21⁄2 0.095 0.260 19917 5 0.177 0.375 27 47 21⁄2 0.099 0.255 18318 6 0.177 0.375 23 48 21⁄2 0.099 0.280 18319 7 0.207 0.500 15 49 21⁄2 0.113 0.280 14120 8 0.207 0.500 13 50 21⁄2 0.113 0.290 14121 11⁄4 0.080 0.215 561 51 21⁄2 0.120 0.290 12522 11⁄4 0.099 0.255 367 52 21⁄2 0.131 0.280 10523 11⁄4 0.099 0.280 367 53 23⁄4 0.113 0.290 12824 11⁄2 0.080 0.215 468 54 23⁄4 0.120 0.285 11325 11⁄2 0.099 0.255 305 55 3 0.113 0.280 11726 11⁄2 0.099 0.280 305 56 31⁄4 0.120 0.290 9627 15⁄8 0.105 0.270 251 57 31⁄4 0.131 0.280 8128 13⁄4 0.084 0.200 364 58 31⁄2 0.131 0.280 7529 13⁄4 0.086 0.235 347 59 4 0.120 0.280 7830 13⁄4 0.090 0.245 317 60 4 0.131 0.280 65

A All dimensions are given in inches.

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10.1.3 Hot-dip galvanized steel fasteners coated after form-ing shall have a coating weight in accordance with Specifica-tion A153/A153M, Class D, when a heavier coating forexterior use is specified. If not otherwise specified, the coatingweight shall be in accordance with Specification A641/A641M, Supplementary Requirements, Class 1.

10.1.4 Mechanically deposited zinc coatings applied tofasteners after forming shall have a thickness in accordancewith Specification B695, Class 40, unless otherwise specified.

10.2 Other Coatings and Finishes (When Specified):10.2.1 Cement coating shall be applied by tumbling, me-

chanical dispensing device, or immersion in resin or othersimilar material and shall not be tacky or gummy. Cementcoatings on power-driven fasteners shall be uniform andapplied before, during, or after the fasteners are cohered intostrips, clips, or coils.

NOTE 4—Cement coatings increase the holding strength in withdrawalof a driven fastener, depending on the fastener size, amount of cementcoating applied, and method of driving.

10.2.2 Chemical etching shall remove the polish of fabrica-tion and roughen the surface microscopically.

10.2.3 Blued nails shall be heated to form a thin, coloredoxide on the surface.

10.2.4 Miscellaneous finishes, such as tin plating, liquor,brass plating, copper plating, phosphate coating, or oil coatingshall be applied.

10.3 Altered Shapes and Deformations:

10.3.1 Mechanically formed or deformed nail shanks shallhave barbs, flutes, threads, or angular serrations formed ontothe wire from which the nail is manufactured. Mechanicallydeformed shanks shall have vertical or helical flutes or screw-type or annular (ring)-type deformations rolled onto the shank.Symmetrical helical shank deformations shall be obtained bytwisting square wire. The deformations shall pass entirelyaround the shank body, resulting in expanded ridges anddepressions. Interruptions in shank deformation to facilitateattachment of materials for collating nails is permitted.

TABLE 26 Type I, Style 19—Gypsum-Wallboard, Gypsumboard, and Drywall NailsA

NOTE 1—Steel wire, flat head, diamond point, round smooth or deformed shank, bright or blued finish.

TABLE 27 Type I, Style 19—Gypsum-Wallboard, Gypsumboard, and Drywall NailsA

NOTE 1—Steel wire, flat slightly countersunk head, long diamond point, round mechanically deformed shank, bright or blued finish.

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10.3.2 Mechanically formed or deformed nail heads shall beround or T-headed; or they shall be altered round for suitableuse in a given make and model of a power-driving fasteningsystem.

10.3.3 Staples manufactured for intended use in power toolsshall comply with the tool manufacturer’s specification or TypeIV, Style 3 (Table 59 or Table 60).

11. Certification

11.1 When specified in the purchase order, a producer’s orsupplier’s certification shall be furnished to the purchaser,indicating that the fasteners are in compliance with thisspecification and the purchase order.

12. Packaging and Package Marking

12.1 Unless otherwise specified, fasteners shall be in sub-stantial commercial containers of the type, size, and kind

commonly used for the purpose, so constructed as to preservethe contents in good condition and to ensure acceptance andsafe delivery by common or other carriers to the point ofdelivery. In addition, the containers shall be so made that thecontents can be removed partially without destroying thecontainer’s ability to serve as a receptacle for the remainder ofthe contents.

12.2 When specified, individual packages and shippingcontainers shall be marked with the part-identifying numberand type, length, diameter (or gage, as applicable) of thefastener, the name of the manufacturer or distributor, and thequantity or net weight.

13. Keywords

13.1 diameter; driven fasteners; head; length; nails; point;spikes; staples;

TABLE 28 Type I, Style 20—Roofing NailsA

NOTE 1—Aluminum alloy wire, flat head, diamond point, round smooth shank, or, when specified, square-barbed shank.

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NOTE 1—Steel wire; flat head; diamond point; round, smooth or deformed shank; bright or zinc coated, as specified, for hand driving or for use withmechanical drivers.

Dash No L D H No./lb Dash No. L D H No./lb01 3⁄4 0.106 0.375 460 34 11⁄4 0.148 0.500 14002 3⁄4 0.120 0.438 340 35 11⁄4 0.162 0.500 12003 3⁄4 0.135 0.469 270 36 11⁄2 0.106 0.375 ...04 3⁄4 0.142 0.484 240 37 11⁄2 0.120 0.438 18005 3⁄4 0.148 0.500 220 38 11⁄4 0.120 0.500 16006 3⁄4 0.162 0.500 200 39 11⁄4 0.135 0.469 15007 7⁄8 0.106 0.375 ... 40 11⁄2 0.142 0.484 13008 7⁄8 0.120 0.438 300 41 11⁄2 0.148 0.500 12009 7⁄8 0.120 0.500 250 42 11⁄2 0.162 0.500 11010 7⁄8 0.135 0.469 240 43 13⁄4 0.106 0.375 22011 7⁄8 0.142 0.484 210 44 13⁄4 0.120 0.438 16012 7⁄8 0.148 0.500 190 45 13⁄4 0.120 0.500 14013 7⁄8 0.162 0.500 170 46 13⁄4 0.135 0.469 13014 1 0.106 0.281 380 47 13⁄4 0.142 0.484 12015 1 0.106 0.375 360 48 13⁄4 0.148 0.500 11016 1 0.120 0.438 270 49 13⁄4 0.162 0.500 9217 1 0.120 0.500 220 50 3⁄4 0.120 0.375 29018 1 0.135 0.469 210 51 7⁄8 0.120 0.375 25919 1 0.142 0.484 190 52 1 0.120 0.375 23220 1 0.148 0.500 170 53 11⁄4 0.120 0.375 20921 1 0.162 0.500 150 54 11⁄2 0.120 0.375 17922 11⁄8 0.106 0.375 320 55 13⁄4 0.120 0.375 15723 11⁄8 0.120 0.438 240 56 2 0.120 0.375 15624 11⁄8 0.135 0.469 190 57 2 0.120 0.438 15625 11⁄8 0.142 0.484 170 58 21⁄2 0.120 0.375 12526 11⁄8 0.148 0.500 160 59 21⁄2 0.120 0.438 12527 11⁄8 0.162 0.500 140 60 3 0.120 0.375 10428 11⁄4 0.106 0.375 300 61 3 0.120 0.438 10429 11⁄4 0.120 0.312 240 62 31⁄2 0.120 0.375 8930 11⁄4 0.120 0.438 220 63 31⁄2 0.120 0.438 8931 11⁄4 0.120 0.500 ... 64 4 0.120 0.375 7832 11⁄4 0.135 0.469 180 65 4 0.120 0.438 7833 11⁄4 0.142 0.484 160 66 3 0.135 0.375 7234 11⁄4 0.148 0.500 140 67 31⁄2 0.135 0.375 6235 11⁄4 0.162 0.500 120 68 4 0.148 0.406 4636 11⁄2 0.106 0.375 ... 69 41⁄2 0.148 0.406 40

A All dimension are given in inches.

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NOTE 1—Copper-clad wire, flat head, diamond point, round smooth shank.


NOTE 1—Steel wire; leak-resistant umbrella head; diamond point; round smooth or deformed shank; zinc coated.

Dash. No. L D H No./Lb1 13⁄4 0.135 0.500 1102 2 0.135 0.500 983 2 0.135 0.750 734 2 0.148 0.750 625 2 0.148 0.813 606 21⁄2 0.135 0.750 647 21⁄2 0.148 0.750 538 21⁄2 0.148 0.813 539 3 0.148 0.813 47

AAll dimensions are given in inches.

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NOTE 1—Steel wire, flat reinforced head, needle or diamond point, round smooth shank, bright or zinc coated, as specified. (For prepared felt roofing.)

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NOTE 1—Hand-driven cap nails shall have a 1 in. diameter round plastic or steel cap with a cap diameter tolerance of ± 0.063 in., or a flat or domedsquare steel cap with an edge dimension 1 ± 0.063 in. Minimum thickness of the outside edge of plastic caps shall be 0.035 in. Minimum thickness ofmetal caps shall be 0.030 in.† Nails are steel or stainless steel; with a diamond point; smooth or deformed shanks from round or spiral wire; and brightor zinc finish. Nails with metal caps shall both be bright or both have zinc finish. All hand-driven cap nails are packaged as integral nail-cap units.

F1667 NLRFD

No/LbB

Dash No. L D Steel Plastic

Hand Driven01 1⁄2 0.105 130 —02 5⁄8 0.105 120 —03 3⁄4 0.105 115 36204 7⁄8 0.105 110 33905 1 0.105 110 32306 11⁄8 0.105 110 —07 11⁄4 0.105 100 26908 not used09 not used10 not used11 not used12 3 0.106 70 11813 3 0.120 50 7014 11⁄2 0.105 96 21915 11⁄2 0.120 85 17516 13⁄4 0.105 94 19517 13⁄4 0.120 80 15218 2 0.105 90 16919 2 0.120 74 13120 21⁄2 0.105 80 13821 21⁄2 0.120 61 9522 31⁄2 0.148 53 —23 4 0.148 32 —24 5 0.162 25 —25 6 0.162 20 —26 8 0.162 13 —

AAll dimensions are given in inches.BDashes (—) indicate that the fastener size is not a standard size.

† Editorially corrected in March 2012.

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(continued)

NOTE 1—Power driven cap nails have a 1 in. diameter plastic or steel cap with a cap diameter tolerance of ± 0.063 in. Minimum thickness of the outsideedge of plastic caps is 0.035 in. Minimum thickness of metal caps is 0.010 in. Nails are steel or stainless steel; with a diamond point; smooth or deformedshanks from round or spiral wire; and bright or zinc finish. Nails with metal caps shall both be bright or both have zinc finish. With power driven capnails, nails and caps may be packaged together or separately. Regardless of packaging, nails and caps are separately loaded into application tools withthe nail being driven through the cap at point of application.

The nails used in the power driven cap nail systems are not considered roofing nails until they are combined with the cap.

F1667 NLRFD

No/LbB

Dash No. L D Steel Plastic

Power Driven27 3⁄4 0.120 185 26828 7⁄8 0.083 200 40029 7⁄8 0.120 168 24030 1 0.083 196 35531 1 0.120 154 21532 11⁄4 0.080 — 32033 11⁄4 0.083 190 31034 11⁄4 0.120 140 19035 11⁄2 0.080 — 29036 11⁄2 0.083 183 28037 11⁄2 0.120 126 16538 13⁄4 0.083 176 26539 13⁄4 0.120 106 14040 2 0.083 170 25041 2 0.091 — 23042 2 0.120 82 114

AAll dimensions are given in inches.BDashes (—) indicate that the fastener size is not a standard size.

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NOTE 1—Aluminum alloy wire, flat head with neoprene washer (for aluminum roofing sheet), diamond point, round, smooth, or mechanically deformedshank, as specified.

TABLE 35 Type I, Style 21—Shingle NailsA

NOTE 1—Aluminum Alloy wire, flat head, diamond point, round, smooth or mechanically deformed shank, as specified.

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TABLE 36 Type I, Style 21—Shingle NailsA

NOTE 1—Steel wire, flat head, diamond point, round, smooth (standard) or barbed (for special shingles) shank, bright or zinc coated, as specified.

TABLE 37 Type I, Style 22—Siding NailsA

NOTE 1—Aluminum alloy wire, flat head (insulated), casing or countersunk head (wood), as specified, diamond point, round smooth shank or, whenspecified, square-barbed shank.

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TABLE 38 Type I, Style 23—Slating NailsA

NOTE 1—Aluminum alloy, copper or steel wire as specified. Aluminum and copper nails shall have a flat head (0.312 to 0.375–in. diameter), diamondpoint, and round smooth shank or, when specified, square-barbed shank. Steel nails shall have a flat, slightly countersunk head, diamond point, roundsmooth shank, zinc coated.

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TABLE 39 Type I, Style 24—Rubber Heel NailsA

NOTE 1—Steel wire, flat or countersunk head, as specified, needle point, round smooth shank, bright finish.

TABLE 40 Type I, Style 25—Underlayment NailsA

NOTE 1—Steel wire, flat or flat, slightly countersunk head, diamond point, round, mechanically deformed shank, bright finish.

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TABLE 41 Type I, Style 26—Barbed NailsA

NOTE 1—Steel wire, flat head, diamond point, square barbed shank, bright finish.

TABLE 42 Type I, Style 27—Masonry Drive NailsA

NOTE 1—Hardened steel, flat head, cone pilot point, round, high pitch, multiple-start threaded shank, bright finish. When specified, masonry drive nailsshall be proof lead tested.

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TABLE 43 Type I, Style 28—Escutcheon NailsA

NOTE 1—Steel or brass wire, as specified, oval head, diamond point, round smooth shank.

TABLE 44 Type I, Style 29—Glulam RivetA

NOTE 1—Hardened steel, flat countersunk head, diamond point, smooth shank, zinc coated, as specified.

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TABLE 45 Type I, Style 30—Post-Frame Shank NailsA

NOTE 1—Steel, flat head, diamond point, round, mechanically deformed shank, bright or zinc-coated as specified. Nails shall comply with thesupplementary requirements of S1 and Table S1.2.

Dash No. L D HT1–Dmax

T1–Dmin

TLmin

Pmax Pmin Root DiameterB

01 3 0.135 5⁄16 .010 .005 2.25 .077 .050 0.12802 3 0.148 5⁄16 .010 .005 2.25 .077 .050 0.14003 3 0.177 3⁄8 .010 .005 2.25 .077 .050 0.16904 3.5 0.135 5⁄16 .010 .005 2.25 .077 .050 0.12805 3.5 0.148 5⁄16 .010 .005 2.25 .077 .050 0.14006 3.5 0.177 3⁄8 .010 .005 2.25 .077 .050 0.16907 3.5 0.200 15⁄32 .010 .005 2.25 .077 .050 0.19308 4 0.148 5⁄16 .010 .005 2.25 .077 .050 0.14009 4 0.177 3⁄8 .010 .005 2.25 .077 .050 0.16910 4 0.200 15⁄32 .010 .005 2.25 .077 .050 0.19311 4 0.207 15⁄32 .010 .005 2.25 .077 .050 0.19912 4.5 0.148 5⁄16 .010 .005 3 .077 .050 0.14013 4.5 0.177 3⁄8 .010 .005 3 .077 .050 0.16914 4.5 0.200 15⁄32 .010 .005 3 .077 .050 0.19315 4.5 0.207 15⁄32 .010 .005 3 .077 .050 0.19916 5 0.177 3⁄8 .010 .005 3 .077 .050 0.16917 5 0.200 15⁄32 .010 .005 3 .077 .050 0.19318 5 0.207 15⁄32 .010 .005 3 .077 .050 0.19919 6 0.177 3⁄8 .010 .005 3 .077 .050 0.16920 6 0.200 15⁄32 .010 .005 3 .077 .050 0.19321 6 0.207 15⁄32 .010 .005 3 .077 .050 0.19922 8 0.177 3⁄8 .010 .005 3 .077 .050 0.16923 8 0.200 15⁄32 .010 .005 3 .077 .050 0.19324 8 0.207 15⁄32 .010 .005 3 .077 .050 0.199

L = length, in.,H = head diameter, in.,TL = length of threaded shank, in.,max = maximum acceptable value (not subject to tolerances),min = minimum acceptable value (not subject to tolerances),D = shank diameter, in.,T1 = crest diameter, in., andP = pitch, or spacing of threads, in.

AAll dimensions are given in inches.B Root diameter is a calculated value and is not specified as a dimension to be measured.

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TABLE 46 Type II, Style 1—Common Cut NailsA

NOTE 1—Steel or copper, flat head, bright finish.

TABLE 47 Type II, Style 2—Basket Cut NailsA

NOTE 1—Steel, flat head, bright finish.

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TABLE 48 Type II, Style 3—Clout Cut NailsA

NOTE 1—Steel, flat head, bright finish, blued or zinc coated, as specified (see 5).

TABLE 49 Type II, Style 4—Trunk Cut NailsA

NOTE 1—Steel, oval head, bright finish, blued, brass or copper plated, as specified.

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TABLE 50 Type II, Style 5—Cobblers Cut NailsA

NOTE 1—Steel casing head, clinch point, bright finish or brass plated, as specified.

TABLE 51 Type II, Style 6—Extra-Iron Clinching Cut NailsA

NOTE 1—Steel, casing head, clinch point, bright finish or blued, as specified.

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TABLE 52 Type II, Style 7—Hob Cut NailsA

NOTE 1—Steel, square grooved head, clinch point, bright finish, or blued, as specified.

TABLE 53 Type III, Style 1—Common SpikesA

NOTE 1—These spikes shall be sheared from medium carbon sheet steel and shall have a wedged-shaped shank with a square point end narrower thanthe upset head end. They shall have a flat head, bright finish, or zinc coated, as specified.

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TABLE 54 Type III, Style 2—Gutter SpikesA

NOTE 1—Steel wire, oval head, chisel point, flat head, diamond point, bright finish or zinc coated, as specified.

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TABLE 55 Type III, Style 3—Round SpikesA

NOTE 1—Steel wire, oval countersunk head, chisel point, flat head, diamond point, bright finish or zinc coated, as specified.

F1667 SPRDCA F1667 SPRDFA

Dash No. S L D H Dash No. L D H01 40d 5 0.2625 0.531 01 8 0.312 0.62502 50d 51⁄2 0.283 0.562 02 8 0.312 0.75003 60d 6 0.283 0.562 03 9 0.312 0.75004 . . . 7 0.312 0.625 04 10 0.312 0.750. . . . . . . . . . . . . . . 05 8 0.375 0.750AAll dimensions are given in inches.

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TABLE 56 Type III, Style 4—Barge and Boat SpikesA

NOTE 1—Wrought iron, hot rolled steel rod or steel wire, square, diamond or oval head, chisel point, bright finish or zinc coated, as specified.

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TABLE 57 Type IV, Style 1—Fence StaplesA

NOTE 1—Steel wire, bright finish or zinc coated, as specified.

TABLE 58 Type IV, Style 2—Poultry Netting StaplesA

NOTE 1—Steel wire, zinc coated.

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TABLE 59 Type IV, Style 3—Flat Top Crown StaplesA

NOTE 1—Steel wire, aluminum alloy wire, bright finish, zinc coated, cement coated or chemically etched, as specified. (For use in power tools forfastening wood and other materials to wood.)

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TABLE 60 Type IV, Style 3—Flat Top Crown StaplesA

NOTE 1—Steel wire, chisel point, tin plated, zinc coated or lacquer finish, as specified, cohered together in strips. (For use in staple tackers or machines.)The number per strip shall be as specified and shall be suitable for use in the make and model of tool specified.

TABLE 61 Type IV, Style 4—Round or “V” Crown Staple A

NOTE 1—Steel wire or copper-clad wire, bright finish, zinc coated, cement coated or chemically etched, as specified. (For use in power tools forfastening wood and other materials to wood.)

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TABLE 62 Type IV, Style 5—Preformed StaplesA

NOTE 1—Steel wire, chisel point, zinc or cement coated, as specified. Copper-clad wire, chisel point, tinned or other plated finish, as specified. (Handdriven.)

TABLE 63 Type IV, Style 6—Electrical StaplesA

NOTE 1—Insulated or uninsulated, as specified.

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TABLE 64 Type IV, Style 7—Preformed Hoop StapleA

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SUPPLEMENTARY REQUIREMENTS

The following supplementary requirements shall apply when specified in the applicable table orwhen specified in the order or contract (5.1.7). Details of these supplementary requirements shall beagreed upon in writing between the manufacturer and the purchaser.

S1. Nail Bending Yield Strength

S1.1 When specified as a supplementary requirement fornails used for engineered construction, the nail’s averagebending yield strengths shall meet, as a minimum, the yieldstrengths used in determining the lateral design loads tabulated

in the AF&PA National Design Specification3 for Wood Con-struction, NDS,3 Part XII: Nails and Spikes.

S1.2 The minimum average bending yield strengths used bythe NDS3 as a function of the material and diameter of the nailare given in Table S1.1 and Table S1.2.

3 Available from American Forest and Paper Association (AF&PA), 1111 19thStreet, NW, Suite 800, Washington, DC 20036, National Design Specification®,(NDS®), for Wood Construction.

TABLE 65 Type IV, Style 8-Cap Staples

NOTE 1—Cap staples are Type IV, Style 3, steel, flat top crown, with bright finish or zinc coated (as specified) staples, with a 1 in. diameter plasticcap having a cap diameter tolerance of ± 0.025 in. Minimum thickness of the outside edge of plastic caps is 0.035 in. Staples are driven with a hand(swung) or power tool with the staple being driven though the cap at point of application. Staples and caps may be packaged together or separately.Regardless of packaging, nails and caps are separately loaded into application tools with the staple being driven through the cap at point of application.

STC —Staples-Cap SetsDash No. Ga. C L

1 18 3⁄16 3⁄42 18 3⁄16 7⁄83 18 3⁄16 14 18 3⁄16 1–1⁄85 18 3⁄16 1–3⁄16

6 18 3⁄16 1–1⁄27 18 5⁄16 3⁄48 18 5⁄16 7⁄89 18 5⁄16 110 18 5⁄16 1–1⁄811 18 5⁄16 1–3⁄16

12 18 5⁄16 1–1⁄213 18 3⁄8 5⁄814 18 3⁄8 3⁄415 18 3⁄8 7⁄816 18 3⁄8 117 18 3⁄8 1–1⁄818 18 3⁄8 1–1⁄419 18 3⁄8 1–3⁄820 18 3⁄8 1–1⁄221 18 7⁄16 5⁄822 18 7⁄16 3⁄423 18 7⁄16 7⁄824 18 7⁄16 125 18 7⁄16 1–1⁄826 18 7⁄16 1–1⁄427 18 7⁄16 1–3⁄828 18 7⁄16 1–1⁄229 20 3⁄8 5⁄830 21 1⁄2 5⁄831 24 3⁄8 3⁄8

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S1.3 Test Method for Yield Strength—In order to conformwith the supplementary requirements of S1, the procedure ofTest Method F1575 shall be conducted on nail samples.

S1.4 At least five nails from each lot of 100 individualcontainers shall be examined and tested to determine confor-mance with this supplementary requirement.

S1.5 When labeled “Engineered Construction Nails, ASTMF1667,” nails must meet all requirements of F1667 includingSupplementary Requirements.

SUMMARY OF CHANGES

Committee F16 has identified the location of selected changes to this standard since the last issue F1667–11that may impact the use of this standard. (Approved Nov. 1, 2011.)

(1) In common nail Table 16 shank description was expandedfrom smooth to include both smooth and deformed shanks, andmaterial description was expanded from aluminum and steel toinclude stainless steel.(2) Additional shank length-diameter combinations were addedto roofing nail Table 29.

(3) In Table 33: Editorial changes made. Description of capsfor hand-driven cap nails was expanded from flat to include“domed” caps. A minimum thickness for caps for hand-drivencap nails was added.

Committee F16 has identified the location of selected changes to this standard since the last issue F1667–10that may impact the use of this standard. (Approved Jan. 1, 2011.)

(1) Pallet Nail sizes were added to Table 25. (2) Roof Nail sizes were added to Table 29.

Committee F16 has identified the location of selected changes to this standard since the last issue, F1667 – 05,that may impact the use of this standard. (Approved Oct. 15, 2010.)

(1) Note 1 to Section 1.1 was edited to reflect addition of Table65.(2) Section 1.4 was added.(3) Former 1.4 was renumbered with addition of 1.4(4) Note 2 to 4.1 was edited to reflect addition of Table 65.(5) Table 1 was updated to reflect addition of Table 65.(6) 7.3 was added.(7) 8.3 was edited to reflect addition of Table 65.(8) The last sentence in 10.3.1 was added.

(9) Nail point styles were added to the description of PalletNails in Table 25.(10) Fastener sizes were added to Table 31 and the descriptionedited.(11) Nail shank style description changed in Table 29.(12) Fastener sizes were added to Table 33 and the descriptionrewritten.(13) Table 65 was added.

TABLE S1.1 Low to Medium Carbon Steel Nails and Spikes

Nominal Diameter, in. Bending Yield, psi

0.099 # 0.142 100 000>0.142 # 0.177 90 000>0.177 # 0.254 80 000>0.254 # 0.273 70 000>0.273 # 0.344 60 000>0.344 # 0.375 45 000

TABLE S1.2 Medium Carbon Steel Nails—Hardened

Nominal Diameter, in. Bending Yield, psi

0.120 # 0.142 130 000>0.142 # 0.192 115 000>0.192 # 0.207 100 000

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F1667 − 11a´1
