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Strong-Drive® PPSD SHEATHING-TO-CFS Screw (Collated)

Strong-Drive® PPSD SHEATHING-TO-CFS Screw

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Key Features

  • Flat head
  • #3 square drive (driver bit in each box; use replacement bit model BIT3SU for Quik Guard® and BIT3S for yellow zinc coating)
  • Fine threads
  • Pilot point
  • Quik Guard and yellow zinc coating
  • Curved collation
  • PPSD screws may be used as prescribed by the codes for shear walls and diaphragms as described in AISI S240, AISI S400 and AISI S213
  • This screw is also available in bulk for hand-drive installation

Applications

  • Subfloor/sheathing to cold-formed steel, (#8 — maximum thickness: 54 mil / 16 ga., #10, #12 — maximum thickness: 97 mil / 12 ga.)

Warning

  • Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, use this product in dry, interior, and noncorrosive environments only.

Related Links

Catalog Pages

Related Literature

Fastening Systems Catalog
C-F-2019
A catalog including new product information as well as any applicable specification and installation instructions for Simpson Strong-Tie® fasteners and Quik Drive® systems.
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Fastening Systems Technical Guide
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A technical document featuring engineering information for structural fasteners featured in the C-F-2019 Fastening Systems Catalog.
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Guía técnica de los sistemas de sujeción
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Un documento técnico información de ingeniería para los sujetadores estructurales que se incluyen en el C-F-2019SP Catálogo de sistemas de sujeción.
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Sistemas de sujeción
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Catálogo que incluye información sobre productos nuevos y las instrucciones de instalación y especificaciones correspondientes para los sujetadores Simpson Strong-Tie® y los sistemas Quik Drive®.
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Fastening Systems Technical Supplement for Canada
C-F-2017CANADD
A technical information addendum for Simpson Strong-Tie Fasteners in Canada.
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Connectors & Fasteners for Modular Building
C-C-MODULAR18
A catalog featuring connectors and fasteners that are ideal for modular building.
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Quik Drive - Now CORDLESS
S-Q-QD250S_DW20
A sales flier outlining features and benefits of the Quik Drive® PRO250G2 cordless auto-feed screw-driving system.
Flier
PPSD Sheathing-to-CFS Screw for Use with Fire-Retardant-Treated WSP Sheathing
L-F-PPSDQFTW20
Simpson Strong-Tie PPSDQ fasteners with Quik Guard® Coating for use with fire-retardant-treated wood structural panel (WSP) sheathing.
Engineering Letter

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Coating/Material Screw Size Length (in.) Head Diameter (in.) Drive Type Head Type Thread Type TPI Point Type Point Size Compatible Tools Packaging Qty.
PPSDQ11516S0818 Quik Guard® Coating #8 1 15/16 0.315 #3 Square Flat Head Fine Threads 18 Pilot Point 2 Quik Drive® PRO200SG2, Quik Drive® PRO250G2, Quik Drive® PRO300SG2 2000
PPSDQ134S1016 Quik Guard® Coating #10 1 3/4 0.325 #3 Square Flat Head Fine Threads 16 Pilot Point 3 Quik Drive® PRO200SG2, Quik Drive® PRO250G2, Quik Drive® PRO300SG2 2000
PPSDQ134S1214 Quik Guard® Coating #12 1 3/4 0.452 #3 Square Flat Head with Nibs Fine Threads 14 Pilot Point 3 Quik Drive® HSD60, Quik Drive® HSD75 1000
PPSD11516S0818 Yellow-Zinc Coated #8 1 15/16 0.315 #3 Square Flat Head Fine Threads 18 Pilot Point 2 Quik Drive® PRO200SG2, Quik Drive® PRO250G2, Quik Drive® PRO300SG2 2000
PPSD134S1016 Yellow-Zinc Coated #10 1 3/4 0.325 #3 Square Flat Head Fine Threads 16 Pilot Point 3 Quik Drive® PRO200SG2, Quik Drive® PRO250G2, Quik Drive® PRO300SG2 2000
PPSD3S1016 Yellow-Zinc Coated #10 3 0.325 #3 Square Flat Head Fine Threads 16 Pilot Point 3 Quik Drive® PRO300SG2 1000

Product Information Table

Model No. Length (in.) Screw Size Drive Type Head Diameter (in.) Head Type Thread Type TPI Point Size Point Type Coating/Material Packaging Quantity Compatible Quik Drive® Tools UPC
PPSDQ11516S0818 1 15/16 #8 #3 Square 0.315 Flat Head Fine Threads 18 2 Pilot Point Quik Guard® Coating 2000 PRO200, PRO200S, PRO250, PRO300S 746056005568
PPSDQ134S1016 1 3/4 #10 #3 Square 0.325 Flat Head Fine Threads 16 3 Pilot Point Quik Guard® Coating 2000 PRO200, PRO200S, PRO250, PRO300S 746056005520
PPSDQ134S1214 1 3/4 #12 #3 Square 0.452 Flat Head Fine Threads 14 3 Pilot Point Quik Guard® Coating 1000 HSD60, HSD75 746056303206
PPSDQ3S1016 3 #10 #3 Square 0.325 Flat Head Fine Threads 16 3 Pilot Point Quik Guard® Coating 1000 PRO300S 746056005544
PPSDQ3S1214 3 #12 #3 Square 0.452 Flat Head Fine Threads 14 3 Pilot Point Quik Guard® Coating 1000 HSD75 746056133407
PPSD11516S0818 1 15/16 #8 #3 Square 0.315 Flat Head Fine Threads 18 2 Pilot Point Yellow-Zinc Dichromate Coating 2000 PRO200, PRO200S, PRO250, PRO300S 746056005551
PPSD134S1016 1 3/4 #10 #3 Square 0.325 Flat Head Fine Threads 16 3 Pilot Point Yellow-Zinc Dichromate Coating 2000 PRO200, PRO200S, PRO250, PRO300S 746056005513
PPSD134S1214 1 3/4 #12 #3 Square 0.452 Flat Head Fine Threads 14 3 Pilot Point Yellow-Zinc Dichromate Coating 1000 PRO200, PRO200S, PRO250, PRO300S 746056648000
PPSD3S1016 3 #10 #3 Square 0.325 Flat Head Fine Threads 16 3 Pilot Point Yellow-Zinc Dichromate Coating 1000 PRO300S 746056005537
PPSD3S1214 3 #12 #3 Square 0.452 Flat Head Fine Threads 14 3 Pilot Point Yellow-Zinc Dichromate Coating 1000 PRO300S 746056658702
    These coated fasteners possess a level of corrosion resistance that makes them suitable for use in some exterior and corrosive environments and with some preservative-treated woods. For applications in higher-exposure applications, consider type-300 series stainless-steel fasteners for superior corrosion resistance. See additional important information before selecting a fastener for a specific application.

Load Tables

PPSD — Pull-Out Loads — Steel Connections

  1. Screws and connections have been tested per AISI Standard Methods S904-13 and S905-13.
  2. Values are based on cold-formed steel (CFS) members with a minimum yield strength, Fy of 33 ksi and minimum tensile strength, Fu of 45 ksi for 43 mil (18 ga.) to 27 mil (22 ga.), and a minimum yield strength, Fy of 50 ksi and minimum tensile strength, Fu of 65 ksi for 54 mil (16 ga.) to 97 mil (12 ga.).
  3. For design purposes, steel-sheet thicknesses are 0.0283" for 27 mil (22 ga.), 0.0346" for 33 mil (20 ga.), 0.0451" for 43 mil (18 ga.), 0.0566" for 54 mil (16 ga.), 0.0713" for 68 mil (14 ga.) and 0.1017" for 97 mil (12 ga.). The actual sheet thickness shall not be less than 95% of these design thicknesses as specified in AISI S100-12.
  4. A minimum of three exposed screw threads are required to achieve the loads in the Table.
  5. PPSDQxxx models have Quik Guard® coating; PPSDxxx models have yellow zinc coating.

PPSD — Pull-Through Loads — Rated Sheathing Panels

  1. The tabulated values are based on testing per AC233.
  2. ASD pull-through loads based on a factor of safety of five applied to the nominal strength value (CD = 1.0, increases to CD = 1.6 allowed where applicable).
  3. LRFD load based on adjustment of ASD load per NDS 2018, Appendix N using KF = 3.32, Φz = 0.65, and λ = 1.0.
  4. PPSDQxxx models have Quik Guard coating; PPSDxxx models have yellow zinc coating.

PPSD, CBSDQ, FHSD, WSFLRV Screw11 — Nominal Shear Strength (Rn) for Wind and Other In-Plane Loads for Shearwall (lb./ft.)

  1. Nominal strength shall be multiplied by the resistance factor (Φ = 0.65) to determine the design strength or divided by the safety factor (Ω = 2.0) to determine the allowable strength.
  2. Screws in the field of the panel shall be installed 12" (305 mm) on center (o.c.).
  3. Where fully blocked gypsum board is applied to the opposite side of this assembly, per Table C2.1-2 AISI S213 Standard North American Standard for Cold-Formed Steel Framing — Lateral Design 2018 Edition with Supplement No. 1 and Commentary with screw spacing at 7" (178 mm) o.c. edge and 7" (178 mm) o.c. field, these nominal strengths are permitted to be increased by 30%.
  4. For walls with material of the same type and nominal strength applied to opposite faces of the same wall, the available strength of material of same capacity is cumulative. Where the material nominal strengths are not equal, the available strength shall be either two times the available strength of the material with the smaller value or shall be taken as the value of the stronger side, whichever is greater. Summing the available strengths of dissimilar material applied to opposite faces or to the same wall line is not allowed.
  5. Shearwall height to width aspect ratio (h/w) greater than 2:1, but not exceeding 4:1, shall be permitted provided the nominal shear strength is multiplied by 2w/h.
  6. For wood structural panel sheathed shearwalls, tabulated Rn values shall be applicable for short-term load duration (wind loads). For other in-plane lateral loads of normal or permanent load duration as defined by the AWC NDS, the values in the table above for wood structural panel sheathed shearwalls shall be multiplied by 0.63 (normal) or 0.56 (permanent).
  7. Maximum stud spacing 24" o.c.
  8. All sheathing edges shall be attached to framing or 1 1/2" width 33 mil blocking.
  9. Table based on Table C2.1-1 AISI S213 Standard North American Standard for Cold-Formed Steel Framing — Lateral Design 2018 Edition with Supplement No. 1 and Commentary.
  10. See General Load Table for screw strength.
  11. #8 screws — PPSD, CBSDQ, FHSD, WSFLRV. #10 screws — FHSD.
  12. Stud, track and blocking (if applicable) shall be a minimum of 33 mil.

PPSD, CBSDQ, FHSD, WSFLRV Screw12 — Nominal Shear Strength (Rn) for Seismic and Other In-Plane Loads for Shearwall (lb./ft.)

  1. Nominal strength shall be multiplied by the resistance factor (Φ = 0.60) to determine the design strength or divided by the safety factor (Ω = 2.5) to determine the allowable strength.
  2. Screws in the field of the panel shall be installed 12" (305 mm) on center (o.c.).
  3. Shearwall height to width aspect ratio (h/w) greater than 2:1, but not exceeding 4:1, shall be permitted provided the nominal shear strength is multiplied by 2w/h.
  4. For walls with material of the same type and nominal strength applied to opposite faces of the same wall, the available strength of material of same capacity is cumulative. Where the material nominal strengths are not equal, the available strength shall be either two times the available strength of the material with the smaller value or shall be taken as the value of the stronger side, whichever is greater. Summing the available strengths of dissimilar material applied to opposite faces or to the same wall line is not allowed.
  5. Substitution of a stud or track of a different designation thickness is not permitted.
  6. Wall studs and track shall be of ASTM A1003 Structural Grade 33 (Grade 230) Type H steel for members with a designation thickness of 33 and 43 mil, and A1003 Structural Grade 50 (Grade 340) Type H steel for members with a designation thickness equal to greater than 54 mil.
  7. For wood structural panel sheathed shearwalls, tabulated Rn values shall be applicable for short-term load duration (seismic loads). For other in-plane lateral loads of normal or permanent load duration as defined by the AF&PA NDS, the values in the table above for wood structural panel sheathed shearwalls shall be multiplied by 0.63 (normal) or 0.56 (permanent).
  8. Maximum stud spacing 24" o.c.
  9. All sheathing edges shall be attached to framing or 1 1/2" width 33 mil blocking.
  10. Table based on Table C2.1-3 AISI S213 Standard North American Standard for Cold-Formed Steel Framing — Lateral Design 2018 Edition with Supplement No. 1 and Commentary.
  11. See General Load Table for screw strength.
  12. #8 screws — PPSD, CBSDQ, FHSD, WSFLRV. #10 screws — FHSD.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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