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IN <br />Standard Structures Inc. <br />PON.s x. e.ee ens., ea s1.ox <br />(loll s.4as.] r.r ltan su elan <br />I� L.w... Lbnd..dMunul.. rxn <br />MULTIPLE JOISTS IN FLOOR FRAMING UNDER NON•BEARING WALLS <br />Non bearing Inlednm MR., may he supported by multiple joists Each militate joist must have the strength to support <br />the design loads of the 800f and the weight of the non -bearing Wall. The span and load condltons w91 effect <br />what number and type of multiple joist -s requnad. Verio-m options are detailed and specified for di0orent <br />load conditions as rroted below. 1 Or, 202 for these Cetals la 11.075' wide with a S•DRV grade stamp. <br />MD I i <br />1 <br />`f <br />Oj4Q-'atwill, 2x10 O�Js1fSwlth 2.2x10 DDoublr of Ovoublo zx10 �T.lols F h2-2x10 <br />Nola regarding nailing. Typi¢dl nailing Is IOd at 24" on colder its shown "men nailing Is on opposite <br />sides Of the 8an0e as In Dety F stagger the nai!ing. <br />11.7/8 <br />SPAN 1n <br />12 <br />14 <br />1G <br />18 <br />20 <br />GIST rRA MIND <br />LIgunds <br />rro Unlal <br />f <br />Slagle I Joist <br />352 <br />248n <br />39 <br />109 <br />89 <br />I JClsl with 2x tO <br />578 <br />:U3 <br />2U6 <br />227 <br />279 <br />145 <br />I Joist wilh 2.2x 17 <br />803 <br />5G0 <br />412 <br />315 <br />249 <br />202 <br />Double I Joist <br />704 <br />192 <br />3G2 <br />277 <br />219 <br />177 <br />Double 2x10 <br />451 <br />314 <br />231 <br />177 <br />140 <br />113 <br />(1) 1J01st Is 351324-T11 grade 2x 121s Douglas fit 02 gmdr 5{1RY <br />M Tattle is basod on moment and sheen Check wahoul repel;O, member Increase fa moment <br />IVA OC:ZZ 03AI rO.TT/ZO <br />