1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:4a1ao WE:44150.1 Truss ID:DD TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Lccations 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- U S! 16- A- 0 153 19- 9- 0 BOT CHORDS: 4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 7-12 9) lo- 1- 8 16) 16- 4- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 11- 5- 0 2-4x2 SPF STANDARD 2,17 All COh�RES5I0N Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 4x2 SPF 1650f-1.5E 3.16 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 6) 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 ..TC...FORCE...CSI ..BC...FORCE...CSI �) 13-1�- 8 14) 24- 6- 8 21) �- �- � 1- 2 -29 0.16 21-20 2855 0.41 2- 3 -4992 0.50 20-19 5556 a.e9 ------------ TOTAL DESIGN LOADS ------------ 3- d -1992 o.3a i9-ie 6134 o.e2 Uniform PLF From PLF To 4- 5 -5556 0.63 �e-i� 613! o.e2 TC Vert -76 0- 0- 0 -76 4-11- 0 5- 6 -6415 0.78 17-16 634! O.BS TC Vert -66 4-11- 0 -66 19- 9- 0 6- 7 -6115 0.�9 16-15 s2ii 0.69 TC Vert -76 19- 9- 0 -76 24- 6- 8 i- e -s9�9 0.69 is-i4 2sei o.ai BC Vert -6 0- 0- 0 -6 24- 6- 8 8- 9 -5979 0.�o Concentrated LBS Location 9-10 -5979 o.e3 TC Vert -677 4-11- 0 10-11 -1899 0.�o TC Vert -677 19- 9- 0 I1-12 -4899 0.59 �2-�s -s o o.�� ! 1�'�0�► o�t1► tlfd tfti� piarl� �1o�lipi�. O► ropon .MEB...FORCE...C5) .MEB...FORCE...CS( w� �� « �� n i-zi -izo 0.02 �-i� eo o.o� �� p�,.�� 2-21 -3200 0.33 7-16 -418 0.12 � •��+ � �pg� 2-20 2498 0.41 8-16 -161 0.03 Ufldaf � � p� � � d �M�� 3-20 -789 0.16 10-16 811 0.69 �- 4-20 -746 0.17 10-15 -650 0.14 ' 4-19 346 0.29 11-15 -715 0.15 • 5-19 -663 0.19 12-15 2113 0.15 5-17 321 0.27 12-1d -3213 0.33 2 6-17 -162 0.03 13-14 -130 0.03 �AtY �1�Z� Reg. NO. 12469 29.� � � _2a-s-s � 11 2 �3 4 5 6 7 8 8 10 71 12 13 1.5X3.2 1.5X32 1.SX3.2 1.5X3.2 6X12 3X4 3X4 3X4 1.SX3.2 3X4 1.5X3.2 W=3�433X4 6X12 � ! B � 1-6-0 t-6-0 � � ST18-SX10.4 6X12 3X4 W=TL16-3X11.2 3X4 3X6.4 6X12 ST18-5X10.4 N=1.SX4.8 � 24'6-8 �, 1 20 19 18 77 16 15 14 1622#3.50' 1628#3.50' 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psi Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACING A'ARNING DESICN INFORMATION � Checked By: B'acina shown on fhia drawing'v not ercction brneing,wind bracing, Thir desi�n'v(or an indiridud 6uilding�ponent and ha.r been 6ared on in forma- BC LIV! 0.0 � porwl bmrin or rimilar bmcin which is a part o f tht 6uilding fion pronded by tht client The deri� laim+anr ntponsibiliry for damagea deaign and w�h must be conr�d by the 6uildixg derigner. m a nsult of fauGy o�incomea tn jormatia�,aptc�f�caaow md/or desigrv BC Dead 5A F15f p816:10-30-92 ��0 Braung ahown is/or/aferal aup pat o f waa membcra on1y W rcduee Jurnithed w ffte dusr dtrigner 6y the rLent md the torrcuneas or accumcy o f TOTAL 55.0 bvcklixg 4ngh.Provision.r mus[6e mvde to ancho�late�d 6mcing this in formation ar&may relate m a rpeci�icp��ec t Thir Wir haa 6ten � atendrandrpeciJiedloca6anrduerminedbythebuifdingdeaigner. desi dinacco�dm�cewuh"TP/-BSandNDS�86"wbeincorporatedaspartof DesignCriteria•TPI mc Additlonaf 6mcing of the overaII atrucmrc may b�rcgvircd the iWing detign 6y a BuiJding Desi�ter.When m�iewed for apprm�d by the LOAD DUR.FAC• 1.00 ' (See fIIB-91 o f TPI). For apecif'u wsa b�odng rcquurmenu, b¢ilding designer,ehe design loadings ahown murt 6e checked ra 6e surc that the � --A'OOD TRUSS SYSTEMS- coruact 6uilding deaipner. (Truas Plate Inatimte,TPI,is iocared data shown ax ut agreement with the bca(6uilding codea,!«al climatic rcrnrds a[383D'OnofrioDnve,Madison,R'uconr,ir.33719). forwindo�anowloada,projectapecif��,�,o..,a�top�a�. SPACING: 16.0" Seqn:08.17.92-7s�a�