1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:a4140 WE:44144.1 Truss ID:M TOP CIIORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint locations QOT CHORDS: 4x2 SPF 1650E-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 �) 13-10-12 16) 11- 7- 8 4x2 SPF 1650E-1.5E 3.15,16 NOTE: Maxi mum truss spaci ng i s 16.0" o.c. 3) 4- 0- 4 1Gi 16- 2- 0 17) 9- 3- 8 All COMPRESSION Chords are assumed to be 4) 6- 3- 8 1:? 18- 5- 4 18) 8- 6-12 .. TC...FORCE...C51 ..BC...FORCE...CSf COfIt1�U0U51y b�aCCd unless noted otherwise. 5) 8- 6-12 12) 20-10-12 19) 4- 0- 4 1- 2 -13 0.09 20-19 1641 0.35 6) 9- 3- 8 13) 2�-1�-12 20) 0- �- 0 2- 3 -2951 o.2e i9-ie 3863 o.ei 7) 10- 1- 8 14) 16- 2- 0 3- 4 -2951 0.T7 18-17 4434 O.B9 4- 5 -4434 0.58 17-16 1537 o.9i ------------ TOTAL DESIGN LOADS ------------ 5- 6 -4531 o.s3 ie-ts d352 o.9i Uniform PLf From PLF To 6- 7 -4636 0.63 15-14 4352 0.91 TC Vert -76 0- 0- � -�( 1- 9- 0 7- 8 -1636 0.66 1l-13 2210 �.48 TC Yert -66 1- 9- 0 -66 l4- 0- 0 8- 9 -1636 0.48 TC Vert -121 l4- 0- � -121 20-1�-IZ 9-10 -3617 o.�e BC Vert -6 0- 0- 0 -6 20-10-12 io-ii -aei� o.�s Concentrated LBS Location ii-i2 -4e o.z� TC Vert -259 1- 9- 0 .NEB...FORCE...C51 .MEB...FORCE...CSI i-zo -ei o.oz 6-16 ioe o.09 � ha� � � �� . 2-19 1441 0.27 9-16 312 0.26 �9 Q�fMd �� •�� « � 3-19 -]55 0.03 9-14 -B09 0.21 � m� �� d�� A1V�bf1 4-19 -1003 0.ze io-�� -z�9 0.os � �ffi � � a �Y ReA�'•��d p�pfQg�iD�fei e-ie sz� o.s3 ii-i� isoe o.z9 � the laws Cf ths State p! � E��► 5-18 -233 0.05 11-13 -2356 0.32 '��v"� 5-17 179 0.25 12-13 -214 0.04 , 6-17 -152 0.03 Data,,,,u-Z-�!Z _ q�. No. 12�9 �26.50' I '1P• I • 20-10-12 1 2 3 4 5 6 7 8 9 10 11 12 &11-9 � � � 0-6-6 �_p-0 1.5X3.2 �-2� .5X3.2 W=3X4.8 1.SX3.2 � � .SX3.1X12 1.5X32 3X6.4 3X43X4 1.5X32 3X4.8 1.5X32 4X12 9 � 4X8 4X8 3X43X4 3X4.8 3X12 4X12 � W=TL16-3X112 � 2o-�a�2 19 18 17 16 15 14 13� 1083#3.50' 1105#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale = 02500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS ,QaQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.o pst p.{__ BRACINGA'ARN/NG DESICNINFORMATION BC Live 0.0 Sf Checked By:l�•l Bracing rhown on thir drawrng'v not ercccon 6racing,wind 6racing, Thia de�i$n ia for an indivi�n(buifdina component and har 6een 6aaed on in forma- (� porta!bracing or rimilar 6racing wluch ir a part of fhe 6ui/ding tion pro�aded 6 y rJre cGent The de.ri �diac%un.r an y,e:ponaibiliry for damagea BC Dead 5A PSf deaign and whuh mua bt conaWercd by the Lvildina detianer. ax a rcxult o f(auky or incomec[in onnaconn,tptd fica0ont and/m darigne Date:10-30-92 0�� Branng ahvwn u(w fahrol su pport of buss memben an! to/rduce furnixhed Ia the tnea:desianer by elitnt and fhe come�reai o�atcumey of TOTAL 5$.0 S} n�. P buckling kngth.Provirion.r mun be made w anchor bmcing du.r in forn�afion m il may rclau m a speel�icpro�ct Thie buas has barn atcndsandaprcifiedloca6vnade�em`inedbythebuildingdeaigntr, derignedinaccordanctwith'TPI-85'midNDS-B6'wbeincorporatedaapartof DesignCriteria:TPl Addidona!6mcing o the weraII swcarc may be rcquind. the 6u'Jding de�ign 6y a Building Derigner.R'hrn rrviewed far approvd by th� LOAD DU R.FAC• 1.00 (See N!B-91 oJ TPl�Fm rpm'fic tnrrt 6raang rtquvements, building designer,the duign foadings rhawn»wa[be checJoed to be sux rhat the � --WOOD TRUSS SYSTEMS- contact building dui$no. (Trura Plate Inatitiie,TPJ,ia/ocared data ahown arc in agreemert with rhe/oca(building codea,loca!cGmaac recordr at583D'OnofrioDnve,Madison,A'ircan.rin537!9i. fo�xdndorrnowbada,projeuapecificotlorvorspecialappliedbadr. SPACING: 16.0° Seq�:08.17.92-73061