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Calculation: RTU Analysis 7_16 {1-3) <br />Simpson Strong -tie Screw Allowable loads: <br />Model No. - Coating/Material Length (in.) t Shank Diameter (in.) _- Drive Type _- Head Type <br />SDS25212 Double -Barrier Coating 2 1 /2 C215 3/8 in. Hex Hex Head <br />SDS Heavy -Duty Connector Screw — Allowable Shear Loads — Steel Side -Plate Applications <br />DF/SP NbwahMe Loads' <br />V , <br />Sheer (100) Withdrawal' <br />Wood Side Plater' <br />Stool Side Plate <br />(100) <br />� <br />1,." ! <br />14 ga. 10 ga. Wood <br />Steel <br />..: <br />1-%" j <br />SC1 <br />16 ga. I and or <br />Side <br />Side <br />SPF <br />... <br />. . <br />.. <br />.: <br />.: <br />! 12 ga. Greater <br />Plate <br />PlatsLVL <br />12 ga. <br />Greater <br />Plate• <br />. _ <br />_- <br />Ott <br />— <br />— <br />250 250 250 <br />-_ <br />— — <br />180 <br />18G <br />180 <br />120 <br />120 <br />300 <br />— <br />— <br />250 290 290 <br />215 <br />_'_ <br />( — <br />I 180 <br />210 <br />210 j <br />150 <br />150 <br />100 <br />250 300 42G <br />5 <br />F __ <br />_ <br />180 <br />280 <br />300 <br />180 <br />180 <br />c <br />2�n <br />9�in a?n + On � <br />On i <br />�n, — <br />1Aff <br />ttN) <br />qM 1 <br />940 <br />940 <br />1� <br />y-, <br />,40 <br />4U <br />250 420 <br />345 <br />345 <br />-�, 245 <br />180 <br />30C <br />300 <br />240 <br />270 <br />4 SDS254121 <br />2% <br />;00 <br />350 <br />340 <br />250 I 4j0 420 <br />345 <br />475 <br />250 245 <br />1 180 <br />300 <br />300 <br />240 <br />330 <br />DS2 OJ <br />h SDS25600 <br />2�< <br />0 /. <br />500 <br />mom <br />350 <br />350 <br />340 <br />340 <br />250 420 420 <br />?50 420 420 <br />345 <br />345 <br />475 <br />560 <br />250 215 <br />250 245 <br />'80 <br />180 <br />300 <br />300 <br />300 <br />___ <br />30D � <br />240 <br />-- <br />240 <br />300 <br />---- <br />395 <br />400 <br />35U <br />34U <br />25U 42U 420 <br />;i45 <br />bbCi <br />2bU 24a <br />_ <br />180 <br />300 <br />300 <br />240 <br />30b <br />1. Allowable loads are shown at the wood load duration factor of Cr, = 1.00. Loads may be increased for load duration up to a CD = 1.60. <br />2. Withdrawal loads shown are in pounds (lb.) and are based on the lessor value of either head pull -through for a 1.5"-thick wood side <br />member or withdrawal from the main member. If entire thread length is not installed into the main member, calculate withdrawal based <br />on 172 lb.Cn. of thread penetration for DF/SP wood and 121 lb./in. for SPF/HF wood. Maximum withdrawal values with a steel side <br />plate are 635 lb. for 16 ga. and 800 lb. for 14 ga. due to head pull -through. <br />3. LSL wood -to -wood applications that require 4 1/2". 5". 6" and 8" SDS screws are limited to interior -dry use only. <br />4. Minimum spacing requirements are listed in ICC-ES ESP-2236. <br />?AU <br />3228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />'roject: Starbucks - Broadway & 1 Oth Pg. No: RTU -3 <br />lddress: 1010 N Broadway, Everett, WA 98201 Date: 3/19/2024 <br />lient: Graphite Design Group Job No.: 24084 <br />