for Interior and Exterior Fastening Applications Easy to Drive Washer Head Tested Performance

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1 STRONG-DRIVE STRUCTURA WOOD SCREWS for Interior and Exterior Fastening Applications Easy to Drive Washer Head Tested Performance

Strong-Drive Structural Wood Screws High Strength and Easy Installation for Interior and Exterior

screws designed to provide an easy-to-install, high-strength alternative to through-bolting and traditional

The new SDWS and SDWH structural wood screws are ideal for the contractor and do-it-yourselfer alike.

2 Strong-Drive Structural Wood Screws High Strength and Easy Installation for Interior and Exterior Applications Simpson Strong-Tie has expanded the Strong-Drive SDW wood screw product line with two new screws designed to provide an easy-to-install, high-strength alternative to through-bolting and traditional lag screws. The new SDWS and SDWH structural wood screws are ideal for the contractor and do-it-yourselfer alike. FEATURES: superior holding power fast starts, reduces installation torque and eliminates the need for pre-drilling in most applications installer control when seating the head maximum bearing area SDWS (-lobe drive) SDWH (Hex head)

projects where a highstrength attachment is needed. This 0.

3 SDWS Structural Wood Screws Strong-Drive SDWS Structural Wood Screw 0." Identification on all SDWS screw heads The Simpson Strong-Tie Strong-Drive SDWS wood screw is specifically designed for structural wood-to-wood applications and is also ideal for a wide variety of projects where a highstrength attachment is needed. This 0.0" diameter fastener requires less torque to install than comparable fasteners, making it easier to drive, and the corrosion-resistant coating makes it suitable for interior or exterior applications. engths " " 0.0" FEATURES: " " t %FFQ MPCF SFDFTT reduces cam-out, making driving easier " " t -PX QSPGJMF IFBE EFTJHO provides a clean look and less interference after installation t %PVCMF CBSSJFS DPBUJOH provides corrosion resistance equivalent to hot-dip galvanization, making it suitable for certain exterior and preservative-treated wood applications Stamp *OTUBMMT CFTU XJUI B low-speed 1 " drill NPUPS XJUI B CJU (bit included in each package). The -lobe drive prevents cam-out and head stripping SDWS 1BUFOUT,,0;,1,1, and patent pending ' %%) ª JNQTPO USPOH JF $PNQBOZ *OD Available in retail packs as well as mini-bulk and bulk buckets The SDWS screw is designed for structural fastening applications such as deck ledgers. Easy to drive.

4 SDWS Structural Wood Screws SDWS Screw Product Information Dia.x Mini-Bulk Bucket1 Retail Pack 1 ength Packs Per Master Carton Bulk 1 Packs Per Master Carton % %# $ 0 % %# 0 % %# 0.0 x Y % %# $ 0 % %# % %# 0.0 x % %# $ 0 % %# % %# Y % %# $ 0 % %# 00 % %# 0.0 x % %# $ 0 % %# % %# 0.0 x % %#$ 0 % %# 0 % %# 1. FUBJM BOE NJOJ CVM QBDT JODMVEF POF EFFQ MPCF ESJWFS CJU CVM QBDT JODMVEF UXP ESJWFS CJUT SDWS Screw Shear oads, Douglas Fir-arch and Southern Pine umber DF/SP Allowable oads Dia.x ength x % %# 0.0 Y % %# x % %# 0.0 Y % %# 0.0 x % %# 0.0 x % %# Shear (0) Wood Side Member Thickness See footnotes below. SDWS Screw Shear oads, Spruce Pine Fir and Hem Fir umber SPF/HF Allowable oads Dia.x ength x % %# Y % %# x % %# Y % %# 0.0 x % %# x % %# Shear (0) 1. All applications are based on full penetration into the main member. Full penetration is the screw length minus the side member thickness. "MMPXBCMF MPBET BSF TIPXO BU UIF XPPE MPBE EVSBUJPO GBDUPS PG $D = -PBET NBZ CF JODSFBTFE GPS MPBE EVSBUJPO QFS UIF CVJMEJOH DPEF VQ UP B $D = BCVMBUFE values must be multiplied by all applicable adjustment factors per the NDS. " Min. end distance. Minimum fastener spacing requirements to achieve table loads: FOE EJTUBODF " edge distance, " between staggered rows of fasteners, CFUXFFO OPO TUBHHFSFE SPXT PG GBTUFOFST BOE CFUXFFO GBTUFOFST JO B SPX 'PS JO TFSWJDF NPJTUVSF DPOUFOU HSFBUFS UIBO VTF $M = 0.. " Min. between fasteners 1 1" Min. edge distance " " Min. stagger Spacing Requirements Min. between staggered rows " Min. between nonstaggered rows ' %%) ª JNQTPO USPOH JF $PNQBOZ *OD Wood Side Member Thickness

5 SDWS Structural Wood Screws Douglas Fir-arch, Southern Pine, Spruce Pine Fir and Hem Fir umber Allowable Withdrawal oads Fastener ength, 00 IRC Compliant Spacing for a Sawn umber Deck edger to Band Joist above also provides SDWS screw spacing for a wider range of materials commonly used for band joists, and an alternate loading condition as required by some jurisdictions. the Strong-Drive Exterior cladding and flashing not shown for clarity ength, Reference Withdrawal Design Value, W (lbs/inch) DF and SP Main Member Wood structural panel sheathing 1 " max. thickness fastened per code Band joist per Table HF and SPF Main Member Max. Reference Withdrawal Design Value, W Max (lbs) DF and SP Main Member assembly testing with a factor of safety of.0. Spacing includes NDS wet service factor adjustment. SDWS screws.. Screws shall be placed at least 1 1 " from the top or bottom of the ledger or HF and SPF Main Member oading Condition psf Dead psf Dead psf Dead psf Dead Nominal edger x x Screw -x -x Band Joist Material and Minimum the table. See figure below. 1 " thick and fastened per code. 1 1 " minimum from top of ledger and band joist 1. The tabulated reference withdrawal design value, W, is in pounds per inch of the thread penetration into the side grain of the main member.. The tabulated reference withdrawal design value, W Max, is in pounds where the entire thread length must penetrate into the side grain of the main member.. Tabulated reference withdrawal design values, W and W Max D D Tabulated values must be multiplied by all applicable adjustment factors from the NDS as referenced in the main member including the screw tip.. Values are based on the lesser of withdrawal from the main member or pull-through of a 1 1 " side member. M = 0.. Maximum Deck Joist Span Up to ft. Up to ft. Up to ft. Up to ft. Up to 1 ft. Up to 1 ft. Up to 1 ft. Maximum On-Center Spacing of edger fastener spacing may be offset up to " to avoid interference with joist attachment edger-to- Band Joist Assembly (Wood-framed lower floor acceptable, concrete wall shown for illustration purposes) Floor joist or blocking SDWS wood screws stagger vertically space in accordance with Table " nominal deck ledger shown (double " ledger similar) " to " from end of ledger On-center spacing of SDWS wood screws SDWS Screw Spacing Detail 1 1 " minimum from bottom of ledger and band joist " minimum row spacing

SDWH Structural Wood Screws Strong-Drive SDWH Structural Wood Screw 0.

1" diameter fastener requires less torque to install than comparable fasteners, making it easier to drive; while the corrosion-resistant coating makes it suitable for interior and exterior

1" FEATURES: t -BSHF IFY XBTIFS IFBE provides excellent bearing area for a secure connection " " 1 1 " t )FY ESJWF SFEVDFT DBN PVUT for easier driving t %PVCMF CBSSJFS DPBUJOH provides corrosion

6 SDWH Structural Wood Screws Strong-Drive SDWH Structural Wood Screw 0." Identification on all SDWH screw heads The Simpson Strong-Tie Strong-Drive SDWH screw is ideal for structural and general-purpose fastening applications where a hex-head drive is preferred. This 0.1" diameter fastener requires less torque to install than comparable fasteners, making it easier to drive; while the corrosion-resistant coating makes it suitable for interior and exterior applications. Stamp " 1 0.1" FEATURES: t -BSHF IFY XBTIFS IFBE provides excellent bearing area for a secure connection " " 1 1 " t )FY ESJWF SFEVDFT DBN PVUT for easier driving t %PVCMF CBSSJFS DPBUJOH provides corrosion resistance equivalent to hot-dip galvanization, making it suitable for certain exterior and preservative-treated wood applications engths " 1 1 *OTUBMMT CFTU XJUI B low-speed 1 " drill motor with a " hex driver (driver included in each package) Hex-washer head provides excellent bearing area SDWH 1BUFOUT,,0;,1,1, and patent pending The SDWH can replace multiple smaller fasteners in many applications. The SDWH screw is designed for structural fastening applications such as ledgers. ' %%) ª JNQTPO USPOH JF $PNQBOZ *OD Available in retail packs as well as mini-bulk and bulk buckets

7 SDWH Structural Wood Screws SDWH Screw Product Information Dia.x Mini-Bulk 1 Retail Pack 1 ength () Packs Per Master Carton Bulk 1 Packs Per Master Carton 00 %) %# 0.1 x %) %# $ 0 %) %# Y %) %# $ 0 %) %# 00 %) %# Y %) %# $ 0 %) %# %) %# 0.1 x %) %# $ 0 %) %# 00 %) %# 0.1 x %) %#$ 0 %) %# 0 %) %# 1. FUBJM BOE NJOJ CVM QBDT JODMVEF POF EFFQ MPCF ESJWFS CJU CVM QBDT JODMVEF UXP ESJWFS CJUT SDWH Screw Shear oads, Douglas Fir-arch and Southern Pine umber DF/SP Allowable oads Dia.x ength x %) %# Y %) %# Y %) %# x %) %# x %) %# 0 Shear (0) Wood Side Member Thickness See footnotes below. ' %%) ª JNQTPO USPOH JF $PNQBOZ *OD SDWH Screw Shear oads, Spruce Pine Fir and Hem Fir umber SPF/HF Allowable oads Dia.x ength x %) %# 0 Y %) %# 0 1 Y %) %# x %) %# x %) %# Shear (0) Wood Side Member Thickness 1. All applications are based on full penetration into the main member. Full penetration is the screw length minus the side member thickness. "MMPXBCMF MPBET BSF TIPXO BU UIF XPPE MPBE EVSBUJPO GBDUPS PG $D = -PBET may be increased for load duration per the building code up to a $D = BCVMBUFE values must be multiplied by all applicable adjustment factors per the NDS. " Min. end distance. Minimum fastener spacing requirements to achieve table loads: FOE EJTUBODF " edge distance, CFUXFFO TUBHHFSFE SPXT PG GBTUFOFST between non-staggered rows of fasteners and " between fasteners in a row. 'PS JO TFSWJDF NPJTUVSF DPOUFOU HSFBUFS UIBO VTF $M = 0.. " Min. between fasteners 1 1" Min. edge distance " Min. between staggered rows " Min. stagger " Min. between nonstaggered rows Spacing Requirements

8 SDWH Structural Wood Screws Douglas Fir-arch, Southern Pine, Spruce Pine Fir and Hem Fir umber Allowable Withdrawal oads Fastener ength, ength, Reference Withdrawal Design Value, W (lbs/inch) Max. Reference Withdrawal Design Value, WMax (lbs) DF and SP HF and SPF DF and SP HF and SPF Main Member Main Member Main Member Main Member %) %# %) %# 1 0 %) %# 1 %) %# 1 %) %# 1 00 IRC Compliant Spacing for a Sawn umber Deck edger to Band Joist oading Condition Nominal edger Band Joist Material and Minimum Screw w 0# w - QTG -JWF psf Dead x 1. The tabulated reference withdrawal design value, W, is in pounds per inch of the thread penetration into the side grain of the main member.. The tabulated reference withdrawal design value, WMax, is in pounds where the entire thread length must penetrate into the side grain of the main member.. Tabulated reference withdrawal design values, W and WMax BSF TIPXO BU B $D -PBET NBZ CF JODSFBTFE GPS MPBE EVSBUJPO QFS UIF CVJMEJOH DPEF VQ UP B $D Tabulated values must be multiplied by all applicable adjustment factors from the NDS as referenced in the *#$ PS *$ &NCFEEFE UISFBE MFOHUI JT UIBU QPSUJPO IFME JO UIF main member including the screw tip.. Values are based on the lesser of withdrawal from the main member or pull-through of a " side member. 'PS JO TFSWJDF NPJTUVSF DPOUFOU HSFBUFS UIBO VTF $M = 0.. Maximum Deck Joist Span Up to ft. Up to ft. Up to ft. Up to ft. Up to 1 ft. Up to 1 ft. Up to 1 ft. Maximum On-Center Spacing of # %) %# Y 1 %'- o Y 1' )' w 0# w -- QTG -JWF psf Dead x 11 0# %) %# Y 1 %'- o Y 1' )' %) TDSFX TQBDJOH WBMVFT BSF FRVJWBMFOU UP *$ BCMF IF UBCMF above also provides SDWH screw spacing for a wider range of materials commonly used for band joists, and an alternate loading condition as required by some jurisdictions. PMJE TBXO CBOE KPJTUT TIBMM CF QSVDF 1JOF 'JS )FN 'JS %PVHMBT 'JS -BSDI PS PVUIFSO 1JOF TQFDJFT -FEHFS TIBMM CF )FN 'JS %PVHMBT 'JS -BSDI PS PVUIFSO 1JOF TQFDJFT 'BTUFOFS TQBDJOHT BSF CBTFE PO UIF MFTTFS PG TJOHMF GBTUFOFS *$$ & "$ UFTUJOH PG UIF Strong-Drive %) TDSFX XJUI B TBGFUZ GBDUPS PG PS *$$ & "$ MFEHFS BTTFNCMZ Exterior cladding and flashing not shown for clarity Wood structural panel sheathing max. thickness fastened per code 1 " Band joist per Table Floor joist or blocking testing with a factor of safety of.0. Spacing includes NDS wet service factor adjustment. DSFXT TIBMM CF QMBDFE BU MFBTU 1 " from the top or bottom of the ledger or CBOE KPJTU GSPN UIF FOE PG UIF MFEHFS XJUI CFUXFFO SPXT BOE TQBDFE per the table. See figure below.. Structural sheathing between the ledger and band shall be a maximum of 1 " thick and fastened per code. " minimum from top of ledger and band joist SDWH wood screws stagger vertically space in accordance with Table " nominal deck ledger shown (double " ledger similar) " minimum row spacing " from end of ledger edger-to-band Joist Assembly On-center spacing of SDWH wood screws " minimum from bottom of ledger and band joist SDWH Screw Spacing Detail (Wood-framed lower floor acceptable, concrete wall shown for illustration purposes) This flier is effective until June 0, 01, and reflects information available as of February 1, 0. This information is updated periodically and should not be relied upon after June 0, 01; contact Simpson Strong-Tie for current information and limited warranty or see ª JNQTPO USPOH JF $PNQBOZ *OD t 1 0 #PY 1MFBTBOUPO $" edger fastener spacing may be offset up to " to avoid interference with joist attachment F-SDWSSDWH / exp. /

SDWH TIMBER-HEX Screw

SDWH TIMBER-HEX Screw Simpson Strong-Tie Fastening Systems Structural Wood-to-Wood Connections, Including Ledgers Double-barrier coating provides corrosion resistance equivalent to hot-dip galvanization, making it suitable