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LYMAN WO:275f5 WE:275t7.5 Truss ID:C3 <br /> T4? CHORDS: 2x6 SPF 1650E-1.5E All COMPRESSI�J Chords are assumed to be - oint Locations . <br /> BOT CHORDS: 2x10 SP 1950E-1.7E continuousl�y braced unless noted otherwise. 1) 0- 4- 0 5) 21- 3-25 9) 16- 0- 0 <br /> WEBS: 2x4 SPF STANDARD 2-PLY TRUSS. fasten w/lOd nails in 2) 5- 8- 1 6) 26- 3- 4 10) 13- 6- 0 <br /> 2x4 SPF 1650E-1.5E 2,4 staggered pattern per nailing schedule: 3) 10- 4- 4 7) 26- 3- 4 11) 7- 2-15 <br /> WEDGES: 2x4 SPF STANDARD TC- 2 per ft. 6G 5 per ft. WEBS- 2 per ft 4) 16- 7-12 8) 19- 9- 1 12) 0- 0- 0 <br /> This design based on chord bracing applied ' <br /> Building Designer shall provide adequate per the following schedule: ------------ TOTAL DESIGN LOADS ---------- <br /> bearing area and anchorage. max o.c. from to Uniform PLF From PLF To <br /> ...........BEARING AREA REQlIIRED........... TC 24.0" 10- 4- 4 16- 7-12 TC Vert -94 0- 0- 0 -94 26- 3- 4 <br /> ID Brg Size ** Min Size -or- Min Area BC Vert -932 0- 0- 0 -932 9- 6- 0 <br /> 1 0- 5- 8 0- 7- 5 21.49 si BC Vert -733 9- 6- 0 -'33 26- 3- 4 <br /> 2 0- 5- 8 0- 6-10 19.81 si <br /> ** size specified by customer <br /> 2-PLYS REQUIRED <br /> � 1 0-4-4 � 6-3-8 9-7-8 <br /> 1 2 3 �4 5 6 <br /> 12 00 -12 00 <br /> HY20-9X10.4 HY20-9X10.4 <br /> � <br /> \ <br /> 3X4 \ 3X4 <br /> I <br /> 10-9-7 \ �Q, 10-9-7 <br /> ;,j � � � ,� , � <br /> / ioxi2 <br /> 1-1-15 <br /> 0-5-3 8X8 <br /> � � <br /> � 10X 12 10X 12HY20-9X 10.4 10X 12 � <br /> � 26-3-4 �, <br /> 12 11 10 9 �8 � <br /> 12423#5.50" 11194#5.50" <br /> 26-3-4 �1 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.1875 <br /> WARNING: READ ALL NOTES ON THtS SHEET. TC Live 40.o psf Designed By:JAW <br /> QDQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 7.0 psi <br /> BRACINGA'.4RNING DESIGNINFORMATION Checked By: <br /> Bracing alwwn on[hi.r drawing ir noi erection bracing,wind bracing, Thia design i.r for an ind�l�idua/bui4ling componeru and has been 6ased on in forma- BC UV@ 0.0 PSi <br /> porWl bracing or similar hracing which u a pan o f du 6uilding tion provided 6y the ctient.The designcr disdaims any rerportsibility for darrwges gC Dead 10.0 Sf <br /> design and which muet be conridered by the bui(ding designu. as a rcsuft of fau(ry o>incorrcct in forma4on,speci fications and/or designs P Date: 5-15-92 <br /> ���2� Bracing ahrnvn is for laterat.ruppon o f tn�ss members on(y to nduce fumiahed to rhe t+vss designer by thc cGent and the conecmcra or accuracy c f TOTAL 57.0 PSf <br /> �r buckling lcngth. provisiona must be made to anchor latera/hracing [hu in formation a.r it may rclate to a speci�(ic pro jtct.Thi.r truss has 6een <br /> 11 at rndr and speci fied locations detesmined by the building designer. designed in accordance with"TPI-85"and NDS-B6"m ba incorpora�ed aa part o f Design Criteria•TPI <br /> �� Additional bracing of the overall atructure may he required. the bu'+lding derign by n Building Deaigner.When m�inved for approra!h}�the LOAD D UR.FAC: 1.7 5 ' <br /> (See HIB-91 of TPI)� For speci fic truss hracing requiremrnts, building designer,the design loadings ahown must be checked to 6e ru�e that the <br /> ---N'OOD TRUSS SYSTEMS--•- contact buuding designer. (Tners Piate Lislitute,TP7,is located data shown are in agree»unt w�uh the local6uitding codea.loca;climcnc rerords SPAClNG: 24.0° .S@C��l:�4.0�.92-�2974 <br /> ae 58�D'Ono frio Dnre,Madison,A'isconsin Si!91. for wind or sno�c loads,pro iect speci{ications or special cpplied loads. <br />