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■ <br />77 <br />/ <br />�- <br />0 <br />iXX <br />u�i <br />/ <br />z / E <br />B <br />8 <br />IZ <br />R00r PROFILE KEY <br />2/82017 https://embed.widencdn.net/pdflpluslssttoolboxlbycha amhlSDWS-DB_Screw-C-F-14_p272-281.pdf?u-nytgc5 <br />Download <br />Load Tables, Tables, Technical Data and Installation Ins <br />SDWS TIMBER Scree <br />with Gypsum Board In rl r(s) L <br />SIDWS -- Allowable Shur Values for <br />Ledger Attachment to Studs with ONE or P;vO Layers cat Gypsu <br />2x"o 2 410 <br />SIDWS2260ODS 6 R 3 580 <br />2x!0 4 675 <br />1.....Allowable loads shalt be limiled to parallel -to -grain loaded solid sawnnlaln <br />..... S.....Screws may be Installed v✓ith <br />.nc;mbprs (minimum 2' nominail. V;oed side members 3haf.i be loaded botwrlcen the sido and main n <br />perpendicular to gnain. fastened tothe main membe <br />2. Allowable loads are based or. DF, SPF; IF and SP wood member, having a of 2 �..' into the main membe <br />r unirnum specific gravity of 0 b6, 0.42, and 0,55. re„ pectn why. W'Ioro the; side <br />Longer�;engths - r e screw : <br />anc main aler€iberx have different specs gra sties, the. zmver value., shall be 6. For LR.FD values, the re'e-ens <br />used. accordance with the NDS, s¢ <br />3. Allowabip loads a e shown at the wood load duration factor of CID - 1.00. 7. For 2x 10 SP leduers, I Ise tr, <br />Loads may be Increased for load duration as permitte�.9 by the ot�ding code 2x8 SP ledger. <br />rp to a CD = 1.60. All adjustment factors snail be applied per 'rle 012 i . For 2x3 ?edgers with 2 screw <br />Motional Desgr: SoecificatF?n (NDSj. For in-8etvice moisture content greater „crews, use 2x8 values. Spay <br />iha: are minimurn dimensions. <br />4. Fas eners shall be centered ip the stud an:1 spaced as shown in'the figure. -rig u: For +cads in the epposita rice <br />:edc;ecrnr:;mum and distan«: is 6". ?oa stud m:ni:nurn end dstance is i when <br />table values r:;a;IF€olled by. 0.: <br />the load is toward the end and 21z' •A•ftet't the load is away from the end. ; cnnec;ions, and 0.75 for 4 <br />10. Gypsum board mast <br />be atta< <br />11. For ledger and distances <br />hot <br />.with `,V' drill bit. <br />s1 /— zx stall / } / ...... 2x stud <br />€ <br />Gypsum ry <br />/ j—Gypsum <br />2x6 ledger <br />t <br />/ ....._ 2s8 ledger <br />x-55: <br />> <br />17/16 <br />'�. <br />i <br />, <br />_ {.___ <br />fs <br />3;i" <br />g <br />2 <br />s <br />s <br />%/�j/ <br />_ Cad <br />Dire'tion <br />https://embed.widencdn.nettpliotjslss#WboxibychauxamfvSDWS-DB_Screw-C-F-14-p272-28l.pdP--.ytgc5 - <br />1M <br />LEDGER ATTA�GHMENT DTL <br />SCALE:. NT5 <br />(1PYRIF;HT n .I Af AITF TC I <br />I <br />I <br />ANEW <br />D5 <br />Zx <br />BL <br />9 HF <br />PCK <br />RAF <br />5 <br />I <br />IN G P <br />O.C. <br />NEL <br />TEERE,@ <br />FAT <br />ROOF AREA: <br />VENTILATION REQUIRED (AREAxl44/300) <br />VENTILATION PROVIDED: <br />VENT B1-OCK5 (TOTAL 1 LOCK5): <br />10 <br />LOWER TOTAL (x7.1 5.1. PER BLOCK): <br />71 <br />LOW ROOF JAGK5: (0) @ 4V 5.1. EA.): <br />0 <br />TOTAL LOWER PROVIDED: <br />AT LOWER (.5o MIN, .&0 MAX.): <br />REQ D AT UPPER (.40 MIN, .r90 MAX.): <br />0.5000 <br />UPPER AREA REQUIRED (UPPER %xTOTAL AREA)- <br />1113 <br />CONT. RIDGE VENT (10 5.1 / IT. x B.rin <br />80 <br />T'UPPER TOTAL PROVIDED: <br />5w <br />I'TOTAL VENT PROVIDED (LOWER+UPPER): <br />MAW <br />- LOWER ROOF. VENTILATION <br />ROOF AREA: <br />04 <br />VENTILATION REQUIRED (AREAxl44/300) <br />VENTILATION PROVIDED: <br />VENT 15LOCK5 (TOTAL 1 LOCK5): <br />4 <br />LOWER TOTAL (x7.1 5.1. PER BLOCK): <br />zgj <br />LOW ROOF JACKS: (o) @ 4� S.I. EA.): <br />p <br />TOTAL LOWER PROVIDED: <br />: 484 <br />AT LOWER (Flo MIN, .&0 MAX.): <br />0.(03 <br />% REQ D AT UPPER (.40 MIN, AvO MAX.): <br />0.r000 <br />UPPER AREA REQUIRED (UPPER /xTOTAL AREA): <br />23 <br />ROOF JAGK5 TOTAL (UPPER AREA/4,95.1. ), <br />0.4(0 <br />U5E: <br />*UPPER TOTAL PROVIDED: <br />4 <br />TOTAL VENT PROVIDED (LOWER+UPPER): <br />77 <br />NOTES. <br />I. VENT 15LOCK5 TO HAVE (3) 2" DIAMETER 5GREENED HOLES <br />LOCATION NOTED PER PLAN. NOTE: VENTED EAVE5 AND <br />GABLE END VENTS ARE NOT PERMITTED WHEN BUILDING 15 <br />LOCATED 0l FROM A PROPERTY LINE. <br />Z. ROOF OVERFRAMING: 2x4 RAFTER5 @ 24" O.G. W/ Zx4 <br />P05T 5UPPORT c 4e" O.C. 5TAGGERED. BRACE P05T5 <br />OVER (ot-0° (IN ZX FLAT DIRECTION). <br />3• DROPPED 15EAM5 & HEADER5 ARE SPEGIFIED ON THE <br />FLOOR BELOW. FLU5H 15EAM5 ARE SPECIFIED ON FRAMING <br />PLANS <br />4. ROOF 5HEATHING SHALL BE 1/211 T&G 0515 OR PLYWOOD• <br />NAIL PANEL E12GE5 W/ 10.4 @ ( " O.G. le PANEL FIELD W/ 10,4 <br />@ 12° O.G., UNLE55 NOTED OTHERWI5E. <br />Z <br />Z <br />515TER ON Zx <br />RAFTER TAILS <br />ONTO EXIST. <br />FRAMING <br />