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HomeMy WebLinkAboutLHB Letter 20191125 4My Company Name Addeess 1 Addeess 2 City, StateZip SPr1N 36-0-0 PTTCH QTY 4l12 1 OHI, OHR CANI'L CANI'K a-a-0 a-a-0 a-a-0 a-a-0 � v �a �� 1^ 1 T Truss: p36e 7obName�, newpfends Date: 10/22/16 13�, 23�,07 Page: 1 of 1 PLYS SPAQNG WGT/PLY 1 48 in 199 lbs 36-0-0 18-0-0 I 18-0-0 � 15-0-0 36-0-0 � o_o_o All plates shown to be Eagle 20 ueiless otheswise noted. Loading (ps� General TCLL: 30 B1dgCode: IHC7A17/ Snow(P�P�:2&+50 TPI1-7A07 '[CDL: 4(cake) Rep Mbc Inccease: No B CLL: 0 Lumber D_Oi.: 715 90 BCDL: 5 CSI Snmmary 'IC : 0_78 (5-6) B C : 0.08 (12-13} 4Wb: 0.61 (5-7� o_o_o 36-0-0 36-0-0 Deflectlon IJ (loc) Allowed Vert Tf.: 0 O] io L1999 (]0-11) L! ]20 Vert LS.: 0 in L 1999 9 L! 180 Hocz TL: 0 in Reactlon Summary BcACombo BcgWidt6 MaxReact A�React MaxCavUplift MaxWiudUplrt't MaxUplift MaxHoriz 1 � 1,4781bs 179p1E � -ll2Jbs -1121bs ]161bs Mater3al Summary Bracing Snmmary 'IC SPF#22x6 TCBcacin� Pucliasat24"OC,PorlindevgpbyOdwcs. BC SPF#22x8 BCBraciog: S]�ead�edocPucliasat10-0-O,PurliadesgpbyOd�ers Webs SPF Swd 2x 4 Loads Smmnary 7)'[tSstrussl�asbeendeagpedfortheefFecaofbalaorzdanduobalaocedsoowJoadsfoclvp�gablesio cocdaorzviahASCE7-10withtl follov�gusecdefioedioput SOpsfgouod ow load, T raiu Category C, Pcposuce Category Fully Fxpoud (Ce = 09}, Risk Ca�gory I(I = 0_80),c'I� mal Co�fioo U�eated (Ct=1_�, mL=1 ]5_ Unveotilated_ Uoobs4ucted slippuy s�rface. If t6e roof coo5giu�aaon �f'£ecs from triplgable, Biril�ngIlesignu �aall �rify suow ]oads �'[tSstrussl�asbeendeagpedfortheefFecaofv�dloadsio cordaocewid�ASCE7-70viahtLefollwriugu�,rdef diop�x: 705mph(Facmredj,Fapos�ceC,Fnclo�d,GablehEp, AickCa�goryI,6=15ft,NotFnd7noeT sSBotheodwebscouadeced_ DOL=160 3)'I7sstrussisdes�edasanagriculnu�altrusswtnc6forthepucpo�sofdssprogcamisdeS dasaa�vcwrethatrepceseotsalow6azacdtopeopleandpcoperty.SeeBCSI-lOfoc iaqallatioo aod temporarybcaciu- MembeCFoYCesS711tt117aCy TadeNd�m��.m��m,.��:eszm��.��=�,dn�=wP�.�=e�d��<fraa.���:�����o,�iy��sg�eae�n�3ooibs�esh�.am�s��e 'IC I2-0 0778 -3111ba I56 0780 -0OBlba I I -13 0.429 -1,3331bs � 6-11 0.429 -1,3331bs NOtES: 7) Udessnotzd otherwise, do wt cut oc alter aoytn�ss mesnbes or platewidawt prioc appcovalfcom a ProfessooalEngne.ec. � Gable reginres coutimiws botmm chocd beariag 3) Gable webs placed at &F" OC, U N O_ 4) Attac6 gable webs with 2x6 2qga plate� U.N.O. �Bcaciogshowoisforio-plaoereg�eme.otsFoco�t-of-plauereg�rireme.ot�r� toBCSI-B3publi�aedbyt6eSBCA. 6)Wheodvstrvsshasbee,achoseafocqualityasvcaoceiospection,t]�eEffectiveToothCwotMetk dperTPIl-20027A34�allbeu�d_ 'n B�uldiog I?esigner �all ve,rify �lf wei�t of ihe tLuss aod ot�s dead ]oad materials do oot exceed'ICDL4 psf � Biuldiog I?esigier �all ve.rify =elf wei�t of ibe tayss and ot6u dead load materials do oot exceed B CDL 5 psf. 9) IJesip asxunes mioilniun _x2 (flat ociecaation, vis�ally gcaded} puclins attac6ed to t6e mp of the'IC at puclin �acing s6own wit6 at lea2 2-lOd oails 70) Cceep hasbeen consideced inthe aoaly�is of d�strus� 77) Lased vriod uplift ceaceoas ba�d on MWFAS Ouly Joa�g Ai7.PERSONSFABAICATING,HANDLING,IItECTflVGORINSTALLINGAM'TRUSSBASIDUPCQJTHISTRUSSDESIGNDAAWINGAREINSTAUCTID'COAEFER'I1�ALI. TiueBuildOOSoftwa`ev5.5.2.220 OF'PHEINSTRUCTfONS,LIMI'C4TfONSANDQUAISFTCATiONSSECFORTHINTHE'.EAGLEMEC9LPRCIDUCTSDESIGNNGTESISSUIDWITHTHISDESIGNAND EagleMetalAoduds AVAILABLE FAQM EAGLE UPON RE:ZZUFST DESIGN VALID ONLY WFIDV FAGLE MEPALCONNECT�iS ARE USID_ Dauu, T,c 75234