1992-004663 - new residence - Laserfiche WebLink

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LYMAN W0:44140 WE:44140.1 TOP CHORDS: 4x2 SPF 1650f-L 5E 2x6 continuous stronyback. Attach to each oint Locations Qx2 SPF 2100E-1.SE 2 � truss with 3-lOd nails. Splice stiffback ll 0- D- 0 r) 15-11- 4 17) 13- 7- 4 BOT CHORDS: 4x2 SPF 2100F 1.8E on truss vertical. 2? 2- 5- 8 ]0) 18- 2- 8 18) 11- 7- 4 WEBS: 4x2 SPF STANDi1RD NOTE: Maxi mum truss spaci ng i s 16.0" o.c. 3) 3- 1- 8 11) 19- 6- 0 19) 9- 3- 4 4x2 SPF 1650E-1.5E 2,3.16,17 All COMPRESSION Chords are assumed to be 4) 4- &12 1�) 20- 9- 8 20) 7- 3- 0 .ZTC3 F373I OC33 21810 F4885 pCb� conti�u�sl��ed u�� not��th��Q 1� 8� 13- 7�- 4 16) 15-11- 4 22� 0- 0-10 1 1- 2 37 0. 16 22-21 2141 0.3I � �j 7) 11- 7- 4 15) 19- 6- 0 i 3- 1 -3131 0.28 20-19 IBBS 0.67 4- 5 •3131 0.32 i9-�e svei o.e3 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -5665 o.eo �e->> s9ei a.ea � Uniform PLF From PLF To 6- 7 -5665 0.n �i-�e s9ei o.» I � � ` ��/� TC Vert -76 0- 0- 0 -76 18- 2- 8 7- 8 -5991 0.61 16-15 4643 0.63 � � "" � TC Vert -66 18- 2- 8 -66 23- 3- 0 8- 9 -5513 0.59 15-14 2158 0.3! 0 �� BC Vert -6 �- �- 0 -6 23- 3- 0 9-10 -5513 o.es -- --- Concentrated LBS Location 1 0-11 -3602 0.i 9 �---- TC Vert -300 18- 2- 8 11-]2 -3602 0.19 12-1 3 -35 0. I 1 ' n�� __f�_ � � �� • � re�� �►U�1 .MEB...FORCE...CSI .MEB...FORCE...CSI MYS3 ¢fA�ifl►c^Ci �l ma ar under � i-z2 -i3o o.os e-i� z9 o.oz mY d+re'd aupetvisbn z-z z -2 z 9 a o.3 i e-�e -s�z o.i s art� tttaQ i am s dt�Ey F;og�g►od pcofessior�l Erglrwpr 2-21 1752 0.33 9-16 -176 0.03 Uf1�Af t�16 �3Ws O� �0 S•�A�B (y� �I�f1f�$Q�� 4-21 -173 0.03 10-16 957 0.81 /� �� 5-21 -1266 0.33 ]0-15 -1337 0.28 // � T�' '/�' y ' � 5-19 957 0.73 i1-15 -60 0.01 � `'7'I�� 6-19 -186 0.04 12-15 1170 0.27 .�r� 7-19 -345 U.09 12-I 4 -2641 0.36 7-18 -5 0.00 13-14 -133 0.03 Dato- /'z-q2., p�g. 1�la. 12189 � ` 23-3-0 1 2 3 4 5 6 7 8 9 10 11 12 13 12-7-4 � � � 1-10-8 1_2_p 1.SX3.2 �-2-0 .SX32 W=3X4.8 1.5X32 1.5X3.2 � � .SX32 4X12 1.SX32 3X6.4 1.SX32 3X4 3X4 1.SX32 4X6.4 6X12 @ � 4X8 4Xi2 3X6.4 1.SX3.2 1.SX3.2 3X6.4 4X8 4X12 � W=TL16-3X11.2 � 23-3-0 � 22 21 20 19 18 17 16 15 14f 1028#3.50' 1159#3.50" � 23-3-0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By: BS QDQD_ A COPY OF THIS DRAWING TO BE GiVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf /}�- BRACINGT�'ARNING DES/GNINFORMATION Checked By: �v� Bracing alwx•n on thi.r drm��ing i.r not ercerion bracing,wind braeing, Thi.r de.rign is(or an indii�idual building comporunt and har 6�rn 6ared on in fo�• BC Live 0.0 PSf po�ru/bracing or rimilar 6racing wluch is a yart of the 6uildixg aon provided by the c1ieM.The derignes disdaima an�rcaponribility for damages dcaign and wluch nurr!bt cansidered by tht building deaigne�, ar a xrult o f fauhy o�incorrccf in fomtation,apcci frca[iorv and/or designs BC Dead rJ.� PSf Date• 10-30-92 �. `' �� Bracing.rhmvn ir Im bural sv p pon o f waa members on!y to rc�c� fumixhed ta the buss designer 6 y the client and the mrrcctneaa o�accuracy o f � Fuck/ing fength Prmtition.r muat 6e madt to anchor lateral6ractitg thir irt fonnation as i1 rrtay rclate to a rpeci f'u pro/tet This buss has betn TOTAL rJ$.� PSf alendsanEapedJi�dlxauonsdetermined6ythebuildingdesigner, deaignedinacmrdancewuh"TPI-85"and"NDS�d'to6eincorporatedaapartof DesignCriteria:TPl Adduional hracing of du orerall rtrtrch�'e may 6e rcqviled the Fuifding design by a Building Deaig�ur.A'hen miewed far approval by dx LOAD D UR.FAC. 1.00 (Sre XIB-91 of 7'P!/.Far sptci fic dv:a bracing tequ'vcmentr, building derignn,fl�e derign/oadings sliown nwat 6e checAcd ta 6e.ru�e dwt the --R'OOD TRUSS SYSTEAfS--- roruact building dcsigncr. (Tn�sr Plate Jns�tr,TPl,u lacamd data shown are in agrtemau x�Wt dm lor.al building codes,lacal dinwtit�ecordr S PACING: 16.0�� Seqn:08.17.92-72995 at 583 D'Ono(rio Drire,Afadiaon,A'ircon.ri��5371 fl). for w�ind o�.rnow loads,project tpeci fication.r o.specia!applied loada.