1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:4414o WE:44146.3 Truss ID:T TOP CHORDS: 4x2 SPF 1650f-1.5E 2x6 continuous stronyback. Attach to each o�nt Locations BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 1- 8 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9i 16- 1- 0 16) 11- 2- 0 4x2 SPf 1650E-1.5E 2.3 NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 6- 8 17) 9-10- 0 All COhpRE5SI0N Chords are assumed to be 4) 7- 4- 8 11? 21- 0- 0 18) 7- 8- 8 .TC...FORCE...C51 ..BC...FORCE...C51 continuously braced unless noted otherNise. 5) 9-10- 0 1�) 23- 8- 8 19) 4-11- 0 1- 2 -2B 0.19 20-19 1911 0.42 6) 11- 2- 0 13) 23- 8- 8 2�) �- �- � 2- 3 -3240 0.33 19-18 3872 0.81 �) 12- 1- 8 14) 21- �- � 3- 4 -32d0 0.32 16-1 7 3872 0.81 a- s -at9a 0.53 i�-ie 4194 0.�9 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -d233 o.z9 I6-15 aose o.ea Uniform PLF From PLF To 6- 7 -4233 o.s4 is-ie 2�aa o.se TC Vert -76 0- 0- 0 -76 4-11- 0 7- 8 -4233 0.54 14-13 1617 0.35 TC Vert -66 4-11- 0 -66 23- 8- 8 B- 9 -3515 0.36 BC Vert -6 0- 0- 0 -fi 23- 8- 8 9-10 -3575 o.si Concentrated LBS Location io-ii -icv o.2i TC Vert -259 4-11- 0 11-12 -25 0.18 .MEB...FORCE...CSI .NEB...FORCE...C51 � �� 4fI� UIa� I�I� � 9� a 1-20 -140 0.03 8-16 201 0.17 yr� �� « � � 2-20 -2133 0.32 8-15 •552 0.16 � � 2-19 1553 0.29 9-15 -162 0.03 � � �ill S�« � �� 3-19 -418 o.oe �o-is 9s� o.ei uAdsr ths IwMs d 4-19 -724 0.21 ]0-14 -1286 0.31 4-17 369 0.31 11-14 619 0.55 ___[�Yr�`�1• • ' 5-17 -159 0.03 11-13 -1793 0.52 5-16 56 0.05 12-13 -139 0.03 ��' 6-16 -120 0.02 oao -L-YZ Ft�. No. 124Q9 2e.L,�--J � (, 23-8-8 � 1 2 3 4 5 6 7 8 8 10 11 � 1.5X3.2 t.5X3.2 1.SX3.2 1.5X3.2 i.5X3.2 4X12 1.SX3.2 3X4 3X4 W=3X4.�X4 1.5X3.2 3X8 4X6.4 -�- B - B -�- 1-6-0 1-6-0 �_ _� 4X8 4X8 3X4 3X4 3X6.4 4X6.4 4X8 W=TL16-3X11.2 ,� 23-8-8 �, . 0 19 18 17 16 15 14 1 1119#3.50" 928#3.50" 23-8-8 EXCEPT WHEiiE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA 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 BRAClNCR'ARNING DESIGNINFORMATION � Checked By: � Bmcing shown on thia drawing ir not erecdon b�acing,wixd 6mcing, ThG desi�n is for an indivi�ral6uilding canponent and has 6een 6med on in forma- BC LIVQ 0.0 PSf portal6raang o�atmilar 6meina which ir a pmf of�he buildina uon prov�ded 6y the clieu The desi r dixlaima any rcaponaibility fo�damaaea gC Dead 5A P� Date'10-30-92 deaign and whuh rwat be conrldercd 6y the buildin derigno. as a rcsult o f/aulty or incorred tn onna0on,s f�catlons and/or duigns . O�� Bracina rhvwn'v jwlaremi nrpport of wn memb8era an!y m nduce Jurniahed w t7�e dvaa de�ane�6y di�u�mnrctneaa o�accuracy of TOTAL 55A PS} buclding lengfh.Provu�wna rro�n be made to ancMr lateral b�ing this in fom�ction ar it may rclate to a apeci�ic /ed.Thia burs has 6een rro at endr and apeci fiedlocatiow der�mdned 6y the building deiianer. derigned in acco�dance with'TPI-85"and N 5-86'w 6e incorporated as pmt o f Design Criteria•TPI Addiflonal6lacing of the averaQ sbvcmx may be xquixd th�building deaign 6y a Building Designe..R'h�n m�iewed for approvd by the LOAD DUR.FAC: 1.00 ' (See KIB-91 o f TPI).For speci fic dusr 6rating rcqutxmentr, 6uilding designer,tht dtrign loadings thown rrtr�st bt checktd l0 6t aurc that tht -A'OOD TRUSS SYS7'EMS- conmct building desi�r. (Tn�aa Plnte Inr�urc,TPI,ir Ixared daea ahown ax in agrcemtnt with the/ocd building codes,local climabc rccorda SPACING• 16.0" $Q �1'08.17.92-73141 a�583D'OnafrioOnve,Afadison,Wirconrin53719). fo�windorsnowloada,ProjectspeciJic�onsorspecidappliedloads. ' 4 '