6715 HIGHLAND DR 2025-09-30 - Laserfiche WebLink

Ledger-to-Stud Applications Strong-Drive SDWS Timber screws may be used to attach a ledger to the narrow face of nominal 2x lumber studs according to the following table.Values are based on assembly tests with analysis performed in accordance with ICC-ES AC233. Allowable Shear Values for Ledger Attachment to Studs IF - lI �Il i 2x6 I 2 630 565 785 SOWS22400DB 4 r ! i 890 ; 10 -- 2x10 4 1,040 1.040 — ................... ................._._....................................... limited _.._.:..................._...__......_........:................._........._....,........... 1.Allowable loads shall be d to parallel-to-drain-loaded 5.Screws may be installed with an intermediate layar of wood lumber studs(minimum 2'nominall.Wood ledgers shag be structural panel between the ledger and stud provided the loaded perpendicular to gam• wood stnictural panel is fastened to the stud per code and 2.Allowable loads are based on DF,SPF/HF and SP wood the minimum screw penetration of 2 h'into the main member members having a minimum specific gravity of 0.50.0.42 and (excluding the wood structural panel)is met.Longer lengths of 0.55,respectively.Where the ledgers and studs have different the screw series may be used. Specific gravities,the lower valises shall be used. 6.For LRFD values,the reference connection design values shag 3.Allowable Loads are shown at the woad Toad duration factor be adjusted in accordance with the NDS.section 11,3. of CD=1.00.Loads may be increased for bad duration as 7.For 2x10 SP ledgers,use the number of screws and allowable permitted by the building code up to a Co=1.60. loads of the 2x8 SP ledger. All adjustment factors shag be applied per the 2018 National 8.For 2x8 ledgers with two screws,use 2x6 values.For 2x10 Design Specification(NDS).For in-service moisture content ledgers with three screws,use M values.Spacings and edge greater than 19%,use CM=0.70. distances shown in the figure are minimum dimensions. 4.Fasteners shag be centered in the stud and spaced as shown 9,For loads in the opposite direction from that shown in the in the figure.The stud minimum end distance is 6'when figure,use the table values multiplied by.0.50 for two-screw loaded toward the and and 21h'when loaded away from the connections,0.67 for three-screw connections,and 0.75 for end.The ledger end distance is 6'for full values.For ledger four-screw connections. end distances between 2'and 6'use 50go of the table bads. For end distances between 2'and 4',predrill using a§V bit for SDWS. 2x shad 2x shid 2x stud 2x6ledger 24 ledger 2.10ledger t i t v S y4•. +l P7, E L o i j 2'/s" 2s/c6" 9/t6 r L9/i6, 2%" Load 77, 77direction Load C directon LL 3 Load u direction 6