1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:44140 WE:44144.2 Truss ID:O TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CHORDS: 4x2 SPF 2100E-1.8E � truss witt� 3-lOd nails. Splice stiffback 1) 0- 0- 0 9) 15- 1-12 17) 12-10- 8 4x2 SPF 2400E-2.OE 1 on truss vertical. 2) 2- 5- 8 10) 16- 1- 8 18) 10- 6- 8 WEBS: 4x2 SPF STANDARD NOTE: Plaximim truss spacing is 16.0" o.c. 3) 4- 8-12 11) 17- 5- 0 19) 9-11-12 2-4x2 SPF STANDARO 2 All COMPRESSION Chords are assumed to be 4) 5- 4- 8 12) 18- 5- 4 20) 7- 7-12 2-4x2 SPF 1650f-1.5E 3.17 continuously braced unless noted otherwise. 5) 7- 7-12 13) 20-10-12 21) 4- 8-12 4x2 SPF 1650E-1.5E 16 6) 9-11-12 14) 20-10-12 22) 0- 0- 0 ..TC...fORCE...C51 ..BC...FORCE...CSI �) 1�- 6- 8 15) 17- 5- 0 i- 2 -se o.ie 2z-zi 3262 o.3e 8) 12-10- 8 16) 16- 0- 0 2- 3 -5975 0.38 21-20 6611 0.71 3- 6 -5975 0.33 2o-i9 ��sz o.se ------------ TOTAL. DESIGN LOADS ------------ a- s -�a2� o.so i9-ie »s2 o.es Uniform PLF From PLF To 5- 6 -7427 o.sa ie-» ��s2 o.es TC Vert -76 0- 0- 0 -76 5- 4- 8 6- 7 -7752 o.s2 i�-ie �isz o.�9 TC Vert -66 5- 4- 8 -66 14- 0- 0 7- 8 -7745 0.61 16-IS 7132 0.95 TC Vert -121 14- 0- 0 -121 20-10-12 8- 9 -7745 o.s9 is-ia a3se o.s� BC Vert -6 0- 0- 0 -6 20-10-12 9-10 -6047 o.si Concentrated LBS Location 30-I1 -6047 o.si TC Vert -600 5- 4- 8 ii-i2 -eoa� o.ze TC Vert -861 ll- 5- 0 12-13 -3� 0.26 .MEB...FORCE...C51 .MEB...f ORCE...CS! I �}Q�O�.�r � �� « 1-22 -137 0.03 1-18 -9 0.00 �DI'� 2-22 -3482 0.35 7-17 -6 0.00 �� m� � Utlf�@r 1� (�� z-zi 2954 0.ze e-ii -zso o.oa end ltwt � am a dt�ly q�p�,� p�p�� 3-21 -184 0.04 9-17 667 0.56 U�� t� �9 � t� � d � 9-21 -1154 0.23 9-15 -11B2 0.30 4-20 887 0.75 11-15 -1129 0.22 � �. �� 5-20 -194 0.04 12-15 2339 0.44 �us� 6-20 -352 0.09 12-14 -4671 0.2T 6-19 17 0.01 13-14 -207 0.04 Date- 1�'Z�Z pop, No, f 2489 2� 2o-ia�2 1 2 3 4 5 6 7 8 9 10 it 12 13 10-3-2 � � � o-s-a 1-2-0 1116-8Xt7.5 1-2-0 .5X32 6X6.4 W=3X4.8 1.SX3.2 � .SX4.8 8X76 1.5X4.8 1.SX4.8 4X44X4 1.5X4.8 6X6.4 3X6.4 1.5X4.8 � B � 4X12 8X16 3X6.4 1.5X3.2 3X6.4 N=3X86X12 6X12 � 1.SX3.2 W=TL16-3X112 � 2o-�a�2 �22 21 20 1918 17 16 15 14 � 1464#3.50' 1968#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve ao.o psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf p� BRAC/NCWARNING DESICNIN£ORMATION BC L1V@ 0.0 Checked By: Ki) Bracing shown on dtit d�awing ia nd meetinn 6racina,wind 6racing, ThEr desi�n'v for on uidividud building mmponent and haa 6een baaed on in forn�a- � poxd bsacing o�ainula�6�acinq which u a part of the buildin; Con prowded by the tfient The dtai r diacla�mt an�rcaponaibi/ity fo�damagts � derign and w/uch must(x conridend by fhe buiWing deaig/�er. m a rcm7t of fa'hy m ixtornt ln�imwtlon,ip�et f�cationt and/or deaignt BC�8f� 5.0 pst p�e•1 asas2 �� Bmcutg rlwwm ia jor lateral tupport o f nuss membor on/y to rcdutx fumiahed fa fht Ovtt derigrte�6y dunt mtdlhe cor/ectnea:or accuracy of TOTAL 55.0 • buckling 4ngth Provisiona murt 6e made to anchor lye�a]6mcing this in formaaor m it rnoy refate to a aped�kpn kct Thir dvas haa been (� a�endaandepecifiedbcaaonaderermined6ythebuildingdesigrter, deaigxedinacco�darocYw&h'TPI-BSand NDS-86 tobeixco�po�atedaapmtof Deslgn Criteria•TPI Additional bracing o dm overa0 aavcturc may 6e rcquixd the bu'Jdin;desian by a Building Derigner.When rrviewed for approval6y the LOAD DUR.FAC: 1.00 ' (See H!8-91 o f TP(�Fo�speci fic auar 6wcing rcquuementr, bui/ding darigner,the de.rign loodings shown mun be checked to be surc that the -WOOD TRUSS SYSTEMS- mntact 6uilding deaigner. (Tnrrs P/are/na�a,TP7,i.r locat�d data:hown crc in ngreement wirh the local buitding codes,locd clima6c rcco�dr S PACING: 16.0" Se Il:08.17.92-73072 at 583 D'Ono frio D.ive,Madiron,R'rxonsin 33719). for wind or rnow loads,pro jeU rpeei ficadona or rpecial applied loadr. q