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Truss ID:A7 <br /> LYI�iAN W0:27515 WE:275i5.2 <br /> TOP.CHORDS: 2x4 SPF 1650E-L 5E Al1 COMPRESSION Chords are assumed to be 'oint Lacations <br /> 2xb SPf 1650E-1.5E 2 continuousl�y braced unless noted otherwise. 1) 0- 0- Q 5) 16- 5-10 9) 16- 5-10 <br /> BOT CHORDS: 2x4 SPF I650E-1.5E 2-PLY TRUSS. fasten wllOd nails in 2) 3-10-13 6) 20- 1- 3 10) 14- 0- 0 <br /> WEBS: 2x4 SPF STANDARD staggered pattern per nailing schedule: 3) 7- 6- 6 7) 24- d- 0 11? 7- 6- 6 <br /> WED6ES: 2x4 SPF STANDARD TC- 2 per ft. BC- 2 per ft. WEBS- 2 per ft 4) 12- 0- 0 8) 24- 0- 0 12) 0- 0- 0 <br /> This design based on chord bracing applied -- TOTAL DESIGN LOADS ------------ <br /> per the following schedule: Uniform PLF From PLF To <br /> max o.c. from to <br /> TC 24.0" 7- 6- 6 16- 5-10 TC Vert -94 fl- 0- 0 -94 7- 6- 6 <br /> TC Vert -233 7- b- 6 -282 12- 0- 0 <br /> TC Vert -282 12- 0- 0 -233 16- 5-10 <br /> TC Vert -94 16- 5-10 -94 24- 0- 0 <br /> BC Vert -49 0- �- 0 -49 24- �- 0 <br /> Concentrated LBS Location <br /> TC Vert -1116 7- 6- 6 <br /> TC Vert -lllb 16- 5 10 <br /> 2-PLYS REQUIRED <br /> 7-6-6 ', 8'11'4 ��6�6 <br /> 1 2 3 4 5 6 <br /> 12 00 -12 00 <br /> 6X6.4 I <br /> /� 3X4 \�'iX6.4 <br /> �` <br /> � ��� 1.SX4.8 <br /> 1.5X4.8� �'�� <br /> i� <br /> � /i � 8-11-Q <br /> � � / � � 1 � <br /> 9-9-13 i � '� / \ <br /> � � � <br /> 0-5-3 � � �i ��5X4 0-5-3 <br /> � sxa� �\ ;/ �- � <br /> / 3X6.4� � <br /> � �/ 3X6.4 3X6.4 3X4.8 3X6.4 <br /> � 24-0-0 ` <br /> �2 11 10 9 8 <br /> 3572#3.50" <br /> 3572#3.50" �� 0-i 10-8 <br /> U-1�-8 _ � 24-0-0 <br /> -� <br /> scale = 0.1875 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:JAW <br /> Q�� A COPY OF THIS DRAWING TO BE G1VEN TO ERECTING CONTRACTOR. TC Dead 7.0 psf Checked By: <br /> �Q BR4CING il'ARNING DESIGN INFORDfAT10N BC LIVe 0.0 PST <br /> Br¢cing shown on thir drm+-ing is noe erccdon bmcing wind 6racing, This design ir/or an indi��idua!buildi�eg compor�ent and har beni based on in fornw- <br /> portal bracing or aimitcr hracing x•luch is c pan o f tlu building tion proiaded b ti[he clicnt.The designer dirdaims cnr responsibilir�'for aamagea gC Dead 10.0 PSf Date: 5 15-92 <br /> design and wluch muat be ronridered Fy the building designe�. as a result c i f�tty or incane=�in fom�auon,apeciTicationr and/or designr <br /> Bracing al�xn is for la[erai su ppon o f uuss mem6ns onlv ta reduce fumislied tr,die tn�sr decigner h r t�he clierit and uie conectners or accuraq�o f �OTAL 57.� PSt <br /> ' buckling irngth. Prrn�irionr m¢r[be mcde[o anchor latera}bracing ihis in formction c:ir mc��reiaie to c apec Tic rro rea.Thia truas ha.r hern Design Criteria:TPl <br /> ���� at eiMa cn�:pec fied loca[ions detrmvned hy the buuding deaigner. Gui qned rn acmrdaner H�idi"TPI-ct5'anC A�JS-Nf."w be incorporamd as pan o f LOAD D UR. FAC: 1.15 <br /> � V V ,Additionai hracbig of die m�ncl?srructurr may br rcqu'ved. the Fuiding de�ig��hp c&uiiding Des:gner.T�'iurc reri�x�ed foi approval hr uie � <br /> (See HIB-9!c(TPI1. For,specrfic trus:b�acing requirrmew. huiiding des;gnn,uie dcsigr.:oad:ng:sh,o�or.mue�Fe checked�o Fe snre that die SPACING 24.0�� SeqR:04.01.92-52944 <br /> —•-A�OOD TRL'SS SYSTEAIS-- contacr buiidi�ie designo. �7ruaa Pictc Irtstimte,TPI,ir Iacated data siioHvi mt in cgreemem witl:thc iocc.'hu::ung co�es,i«a,'dinwtic�ecord: <br /> at_`5±D'Onc tno Drivc.Madisnr.,A'iaronsin 53719j. for wind or:rton�iocds,prqien:oeci iicciior.a a'specia;cppiied iocdr. <br />