1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:441ao WE:44143.3 Truss ID:L TOP CNORDS: 4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CNORDS: 4x2 SPF 165UF-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 11- 7- 8 15) 14- 0- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 1• 9- 0 9) 13-10-12 16) 11- 7- 8 4x2 SPF 1650E-1.5E 3.14 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 0- 4 10) 16- 2- 0 17) 9- 3- 8 All COMPRESSION Chords are assumed to be 4) 4- 9- 4 11) 18- 5- 4 18) S- 6-12 ..TC...FORCE...CSI ..BC...FORCE...CS[ COf1t7f1U0US�y bPaC2d unless noted otherwise. 5) 6- 3- 8 12) 20-10-12 19) 4- 0- 4 1- 2 -23 0.09 20-19 1541 0.34 6) g- 6-12 13) 20-10-12 20) 0- �- � 2- 3 -2716 0.T5 19-18 3495 0.72 �) 9- 3- 8 14) Ifi- 2- � 3- 4 -2716 0.22 18-17 3959 0.81 e- s -z�ie o.zs >>-�e 3959 o.e� ------------ TOTAL DESIGN LOADS ------------ 5- 6 -3959 0.40 �s-�s as2a o.�� Uniform PLF From PLF To 6- 1 -3959 0.32 15-1� 3524 0.�4 TC Vert -76 �- �- � -76 1- 9- 0 7- 8 -3963 0.59 11-13 1612 0.37 TC Vert -66 1- 9- 0 -66 2�-1�-12 8- 9 -3963 0.�o BC Vert -6 0- �- � -6 20-10-12 9-10 -2767 o.2s Concentrated LBS Location io-ii -2�e� o.zs TC Vert -259 1- 9- 0 11-12 -37 0.13 .NEB...FORCE...C51 .MEB...FORCE...CSI I ftA�6� C9fN�t �At �U9 ��p 1-20 -77 0.02 7-16 4 0.00 �� « h 2-20 -1183 0.39 8-16 -169 0.03 w� � � ri14 Ot U.�� R1Y �� y(Sjpn 2-19 1292 0.24 9-16 483 0.I1 � th� � � 8 ,i.,f,• �� t � �i�n� 3-19 -157 0.03 9-14 -833 0.22 �lA {a1W8 O� t�N �@ d �111�, 5-19 -857 0.22 10-14 -153 0.03 5-18 510 0.13 11-11 1269 0.24 �� 6-18 -144 0.03 i1-13 -1718 0.4/ 7-17 -50 0.01 12-13 -118 0.02 Dmo ��%.. .+...._ ii9g. NO. 124d9 21 'l�P• I �. 20-10-12 1 2 3 4 5 6 7 8 9 10 11 12 8-11-2 � � � a�-a 1-2-0 1.5X3.2 �-2� .5X3.2 W=3X4.8 1.5X3.2 � � .5X3.�iX8 t.5X32 3X4.8 1.SX3.?)C4 1.5X32 3X4.8 1.5X3.2 4X8 _ 9 � 4X8 3X8 1.SX3.2 3X4.8 W=TL16-3Xt 1.2X8 4X8 � 3X4 � 20-10-12 � 20 19 18 17 16 15 14 13 1021#3.50' 788#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST scale= 02500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACINGWARNING DESIGNINFORMAT/ON � Checked By: Bracin +hown on tltis dmwing is�ro!trcecon b�acin,wind bmcing, Thia de.ri$n it for an indivi�d building eo.mpnneni and hoi bern band on in fo�- BC Live 0.0 pS} �ro g porfal �acing or similar bracing which ir a part o f the 6ui/dfng tlon p'w�ded by the ditnt The dr:i �durlaima an retponribilily fo�damagta desigrt m�d whith rrmst 6e considercd 6y the huilding drsigner, m a rciu(t of jauhy or incorrcd in om�ationn,speci fuaoont and/or designr BC�8d $.0 �Sf Date:i asa92 Bracing�hown L for faterd au pport o f wrs memben an!y to rcduce fumished to dfe bu.rr deJigner 6y�lient and the mrrccbieaa w accuracy o f TOTAL 55.0 � �� 6uclding kngth Provisiau muN be mnde m anchor laurd bracing this in fom�adon aa it may rclate ro Q apeei�icpn'ect Th'v bur�has been at enda mid aprci f'red loc�onx derermincd 6y the building designer. designed in accordance with"TP/.8S'and NDS�to 6e inmrparated a1 pan o f Design Criteria:TPl Addi�ond bracing o the ovt'aQ aovco�rc may 6e rcquircd the 6u'Jding deaign 6y a Building Derigner.R'hen rcviewed fos approvd 6y the LOAD DUR.FAC: 1.00 (Sre HIB-91 o f TP!f For a ci fic dutt bracingnqu urmenu, 6utlding de.rigxt�,dtt design loadinaa thown must 6e chetktd to be aure tltat tht --A'OOD TRUSS SYSTEAIS- contact building dui�ner. �1r Plate!nr[in�te,TP/,is locared data shown a�e in agrcement with rhe/nw/building codtr,bca!cWnaac rccordr SPAC I NG• 16.0" SB fl'08.17.92-73053 at 383 D'Onn frio Dnve,Madiaon,Wiacon.rin 33719J. for wirrd or aww(oads,pro/ed aptti fita8ona o�apecial appGed/oadr. • q •