1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:a41ao WE:a415o.2 Truss ID:EE TOP CHORDS: 2-4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each 'oint Locations BOT CHOROS: 2-4x2 SPF 2100E-1.SE � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8> 16- 4- 0 15) 19- 9- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 1- 8 16) 16- 4- 0 2-4x2 SPF 1650E-1.5E 2.3.16.17 NOTE: Maximim truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 4- 8 17) 11- 5- 0 All COt�RESSION Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 TC...FORLE...CSI ..BC...FORCE...CSI continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19? 6- 6- 0 �i- 2 •2a o.i� z�-2o 4337 0.e3 6> 11- 5- 0 13) 24- 6- 8 ZO) 4-11- 0 Z- 3 -7692 0.48 20-19 2363 0.67 �) 13-1�- 8 14) 24- 6- 8 21) �- �- � 3- 4 -7692 0.44 19-18 8971 0.�3 ---- TOTAL DESIGN LOADS ------------ 4- 5 -8363 0.�� ie-i� e9�i o.�3 Uniform PLF Fran PLf To 5- 6 -9247 0.59 17-16 9193 0.75 TC Vert -16 0- 0- 0 -�fi 4-11- � 6- 7 -9247 o.se ie-is soa� 0.65 TC Vert -66 4-11- 0 -66 19- 9- 0 �- e -s�eo o.ss is-�� 4364 o.4i TC Vert -76 19- 9- 0 -76 24- 6- 8 8- 9 -8760 0.si BC Vert -6 0- 0- 0 -6 24- 6- 8 9-10 -8760 o.4t Concentrated LBS Location io-ii -�ssz o.�s TC Vert -1282 4-11- 0 ii-i2 -�ss2 0.49 TC Vert -1282 19- 9- 0 12-13 -23 0.12 .MEB...FORCE...C51 .NEB...FORCE...CSI I IIK� �� « ro�� 1-21 -87 0.02 7-17 61 0.05 2-21 -4791 0.28 7-16 -185 0.14 w� � � � � � � �� 2-20 3829 0.36 9-16 -120 0.02 afld� � �j �� s� �� 3-20 -1326 0.26 10-16 B11 0.69 U�� ( �� d �M�, 4-20 -855 0.19 10-15 -795 0.16 4-19 344 0.T9 11-15 -1215 0.24 __Ir�� • • -�� 5-19 -681 0.19 12-IS 3689 0.34 � 5-17 310 0.26 12-14 -4822 0.28 6-17 -139 0.03 13-14 -92 0.02 / �f Qf �a[O �`�v�7 v r �. � 1L�iV7 28.� 24-6-8 L F 1 2 3 4 5-6 7 8 9 70 11 12 13 1.5X3.2 TL16-8X17.5 TL16-8X17.5 6X6.4 t.5X3.2 1.5X4.8 3X6.4 SX4 SX4 1.SX4.8 4X4 1.5X4.8 W=3X4.sX6.4 1.5X4.1 --� B �- 1-6-0 1-6-0 �- BX12 8X16 4X4 W=TL16-3X11.2 4X6.4 4X8 8X16 8X72 �_ 24-6-8 � � 20 19 18 17 16 15 14 2224#3.50' 2237#3.50' 2a-s-s J SCele = 02500 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST WARNING: REAO ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS� �D�D�, A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead t0.0 psf � 1 BRACINGWARNING DESIGNINFORMATION Checked By: �V� Bracing difOM91 OR f�liJ dITN/i81.T/IOf[KCd<'��bMCVIg,wind bracing, Thir dui�n ea fo�an individ�d building cornponent and haa 6een 6axd on in forma• BC uV@ 0.0 F1Sf porra(6rating or rintilar 6rating which is a part a f the 6urlding lion prov�ded 6y the dien�.The deri r dixlaima any reaponribHity jor damages BC Deed 5.0 PSf Dete•10-30-92 deaign and which mutt 6e con.ridned by thr Fui(ding duigner. aa a rctuM o f(mdty or inrnrrctt in�rmadan,sptti fica4on.+and/or deaigns • . 2� Bracing ahawn ir Jor lateral su ppor[o f nux+memben onl�[o rcduct fumirhed rv tht nuss designn 6y client md rhe comettnesa or accumty o f TOTAI SSA F15f 0�� 6uckling lendd� Provisions mun be mad�rn onchor lattra 6wcing this inJormation ar it may rclaee ro a speci�ic pro�j�cL Thie dvra haa been at ends mid+peciJad locatlona dearmincd tiy rhe bujfding deaig+w. derigntd in accordanee with TPI-83"and NDS-86"m 6e incorpoiakd aa part oj Design Criteria•TPI �lddiriona!6�acing af the mKrall sducturc may 6e rcquired the 6u'tldtitg design 6y a Buil�ng Desig�ur.R'hen m�iewed forapproval6y the LOAD DUR.FAC: 1.00 � /See XIB•91 a f TPI).For rpeci fic duaa brccwg xquuemenu, 6uilding deaigner,the deaign loadinga ahown rw.rt be checked to be surc that the --A'OOD TRUSS SYSTEAlS- contact 6uilding deti�ner. (Tn�ss Plare Irutirute,TPI,u iocaud data rhown ate in agrcnnent with th�IocaJ buiJding mdea,foca!climaat reco�ds SPACING• 16.0" S@(�Il'08.17.92-73183 at 583 D'OnaJrio Dnve,Madixon,W'iscon.rin 537191- for wind or anow 7oads,pro ject rptci ficotion.r or tpecial a pplitd loadr. � �