1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:44140 WE:44147.1 Truss ID:U TOP CHORDS: 2-4� SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 60T CHORDS: 2-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 1- 0 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 6- 8 16) 11- 2- 0 2-4x2 SPF 1650E-1.5E 2,3 NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 20- 1- 8 17) 9-10- 0 4x2 SPF 1650E-1.5E 13 All COMPRESSION Chords are assumed to be 4) 7- 4- 8 11) 21- 0- 0 18) 7- 8- 8 continuously braced unless noted otherwise. 5) 9-10- 0 1�) 23- 8- 8 19) 4-11- 0 ..TC...FORCE...CSf ..BC...f ORCE...CSI 6) 11- 2- � 13) 23- 8- 8 20) �- �- � 1- 2 -62 0.33 20-19 8651 0.61 7) 13- 7- 8 14) 21- �- 0 2- 3 -1367� 0.53 19-18 13094 0.82 3- 4 -13677 o.a> >e->> 1309d o.ie ------------ TOTAL DESIGN LOADS ------------ 1- 5 -12140 o.z9 i�-�e i2�eo o.�o Uniform PLF From PLF To 5- 6 -11384 0.24 16-15 9881 0.60 TC Vert -416 �- �- 0 -4�6 4-11- � c- � -iises o.3o is-i4 s�z9 o.3s TC Vert -66 4-11- 0 -66 23- 8- 8 : �- e -eoai o.i� 14-13 3176 o.2z BC Vert -6 0- 0- 0 -6 23- 8- 8 e- 9 -eoa� o.ie Concentrated LBS Location 9-10 -3176 o.ii TC Vert -2650 4-11- 0 10-11 -3176 0.09 11-12 -I6 0.05 �y .MEB...FORCE...C51 .NEB...fORCE...CSI ' � -• � �� F'�� OI 1��OK 1-20 -565 0.06 7-16 1686 0.71 w� � � 11U Of Nf1dY( 1}� d�1�Q ��n 2•20 -9540 0.28 7-15 -2058 0.29 �� ' � a d.,1„ � ��' � 2-19 5738 0.21 8-15 -197 0.02 ..�Ii� 3-19 -3090 0.30 9-15 2599 0.24 � �� 01 � � d �„� 4-19 654 0.28 9-14 -2863 0.40 �'- � 4-17 -1069 0.15 11-14 1290 0.55 5-17 553 0.23 11-13 -3461 0.48 5-16 -1035 0.11 12-13 -B6 0.01 6-16 -77 0.01 2-PLYS REQUIRED e�a- "Z�Z �. r+o. t2a� 28.�--,�- '�J � 23-8� � 1 2 3 4 5 6 7 8 8 0 11 12� 1.5X3.2 1.5X3.2 TL16-8X17.5 1.5X4.8 W=3X4.8 1.5X4.8 1.5X4.8 3X6.4 4X4 4X4 6X6.4 1.SX4.8 6X6.4 6X6.4 -�- B B -�- 1-6-0 1-s-0 � �_ 8X12 8X12 4X4 4X8 6X8 6X6.4 6X8 W=TL16-3X11.2 ,r 23-8-8 �, 19 18 17 16 15 14-� 4785#3.50' 1620#3.50' 23-8-5 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QaQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead to.o n � BRAClNGWARNING DESIGNINFORblATION BC L�V@ 0.0 � Checked By: I`-^ Brmring ahown on thia drawing ia not erccaan 6mdng,wind bracing, Thir deri$n u jw an individud bui(ding compnnera and ha.r 6een 6axd on in forma- portal6�acing or simifm bracin which ia ap�of the building da�prm�ded by the client The deri r discfainv any rcsponribility for damagea BC�8(� 5.0 derian mtd which mutt 6e c�d 6y thebu'i/ding dttianw. m a rcsuG af jadty or incornect ln�m�atlnn,rpecificativna and/or deaignr P� Date:10-30-92 0�� Bmcirg ahown ir fo�lateral au ppnrt o f wss memben on!y ro xdux furnirhed to the Cr�ra dtrigner 6y the clienr and tht comecoasa o�accumcy of TOTAI 55A PSf bucldixa length.provixions mrrst 6e made m anchor laoerd bracing rhia in fom�an ae it may rclate to a+peci�icpro�e�,Thu wss har 6een atend+mdspeafiedlocatlonrdetemunedbyrhe6uildingduigner. deaignedtnacrordanc�with7P1-BSarrd NDS�815"m6einco�poraudaspanof Design Criteria•TPI Addibona!6racing of the overal!sducwrc may 6e rcquircd the 6ai/ding duian 6y a Building Derigner.Whcn rcviewed for opprovd by the LOAD DUR.FAC: 1.00 ' (Sa KIB•9]o f TPI I.For aprci fic ausa 6racing nquiremrnrs, 6uilding deaianer,rhe derign loadings slwwn muat 6e checked ro 6e surc that the -•A'OOD TRUSS SYSTEMS- contact building deaigner. (Truaa Plate/rwatute,TPI,is locand dara rhown ax in agxement with�he/ocaf 6uilding eodea,!xd climaac rcco�ds SPACING• 16.0" SQ Il'08.17.92-73143 a!583 D'Ono f rio Drire.Mad'uan,T{'ixconsu�S?719). fo'wind or snow�(oadr,Pro ject apeciJicatiau or apecia!a pplied[oada. ' 4 '