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NC BENNETT WO:44029 WE:44029.3 <br /> TOP CNGRUS: 2x4 SPF 1650E-1.5E 1Xd continuous lateral bracing attached with �—Joint Locations <br /> BOT CHORDS: 2x4 SPF 1650E-1.5E �� 2- lOd nails each merrber vrtiere shown:bracing 1) 0- 0- 0 6) 20- 9-12 11) ll-10- 0 <br /> WEES: 2x4 SPF STANDARD MUST be positioned to provide equal unbraced 2) �4- 6-12 7) 26- 7-14 12) 9- 2- 0 <br /> 2x4 SPF 1'650E-1.5E 4 segments.OR 2x4 "T" brace may be nailed flat 3) 9- 1- 8 8) 32- 6- 0 13) 0- 0- 0 <br /> SLIDERS: 2x4 SPF 1650E-1.5E to edqe of web with 12d nails spaced 8" o.c. 4> 14-ll-10 9) 32- 6- 0 <br /> All COMPRESSION Chords are assumed to be Brace must extend at least 90% of web lenath 5i 18- 3-12 10) 24- 3- 0 <br /> continuously braced unless noted otherwise. 2x6 Brace required on any web exceeding lA'. <br /> � 1 hwaby cert�fy that thi� c!an, spccJication, or report <br /> 3 �� ��p �,�0 � = was Fxgprred ir�r my or urtder my duect aeiperoision <br /> � and lAat ! am a dc�y Reg�'.�r�ed Prd�ssiw� Er�pi�eer <br /> u the Fawe d tha�Late ci 1�t9naesaea. <br /> � . <br /> �ac.� `3'Q �" R�g. �ta `12ae9 <br /> � 9-1-8 23-4-8 <br /> '11 2— 3 4 5 6 7 8 ' ^ <br /> g_pp -3.74 <br /> 4X6.4 <br /> 3X6.4 <br /> HY2asxa <br /> 4X12 <br /> 3X8 <br /> 8_O_2 a-a2 <br /> � 6X72 \ 1.SX4.8 <br /> 1-2-0 1.5X4. � / \ 3X4 0-8-11 <br /> � � � 8X8 � <br /> � 4"4-� 4X6.4 r <br /> 3X12 6X6.4 <br /> 0-� � 6—J �6� <br /> 8-8-0 L 8-8-0 I, 4-8-0 �, <br /> �{ �12 �11 10 9 <br /> 1293#5.50" 2222#5.50" 190#5.50" �_� <br /> 1"� 32-6-0 - � <br /> :24-3-0 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST Over 3 Su � scale = 0.1875 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:JAL <br /> '��� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTAACTOR. TC Dead 7.0 psf <br /> � BRaGNGWARNlNG DESICNlNFORSfATION Checked By: �� <br /> Bracing rhown on Jiix d�awinq is nn�arcc�mn bmcinq,wind hrccing, T)w attiqn is for an individud building mmpo tten!andlws hnn 6axd on in formn- BC V VQ �.0 PSf <br /> � portalb.acinqo.aimik�b•ann;whichia,+panoJJ�eh��ilding uonprrn�dedb.vthcclituThede.tignerdirclaimranyrcrpon.ribilitvfo�da+nagca gCOead 1�.0 S} <br /> dea�qn and w7vth.wrt 6r mn+�acrcC h v drr huildin R dr.n Rncr. ar a rexuk o)JauGv w inrnrrect(n formaaon,a I ficaaorts and/or drxi,qv P Date: i o-2s-e2 <br /> Braang ahow•n u(or la�eral rv ppon n/tniaa nicmbne aniv to rcduct fumiahed w�he w.r.r de.ri,Tnt�by th[dirnt a the mrrecmrrs or accuracy o f TOTAL $7.0 PS} <br /> �••cklinalene�li. Prm-ir�oru murt Fe maar rn anchor lateral brnnng [hu in(ormanon aa tl+naV K1au Io a tpetiwic�roictL Thu nuri haa Frrn <br /> '•oneapccifitdlocatiorttdcK,mtnedhvthehui/dinSaerigner. tieaiqnedinaccortinncewuh'TP/$S�and NOS-�S�tobtincorfrorateeaspano( DesignCriteria•TPI <br /> 'bracins a f!he oruaU rwtwrc may Fe rcqu�rcd [he huildin,q aeti6n b y a BuBdixq Drn6rier.R'hm m�irwed for approral Fv tnt LOAD DUR.FAC: 1.15 � • <br /> `TPI). For apeti ftc[n�+.r hrotin�rcq�errmenv, building e�tiAntr.t/u aetiign loading.rhown mu.n be chtcked w he.rure tha<<l�e <br /> •ner. ;Trv„Pku i,u«a�a,i PI.ii ioca¢a enm thown arc v�agrcemenr with the lacal building codn.iocal c4'manc xcoras SPAC 1 NG• 24.0" Seq n:08.17.92-72345 <br /> �ladiron.❑�iacon.r�n571lOi. rorwmdor.rnax•loadr.proiecfapenfitauoruosrpecialappiiedluadr. � <br />