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Plans 11111111111101 • IIII @ IN 011 IIII VIII IIIIIIIII101 / � j Poo /- -s - � m ANSI /TPl SINGLE MEMBER FORCES 4HRBD• cn LUMBER $PECIFTCAilONS TRUSS SPAN 26'- 00° LOAD DURATION INCREASE - 1.15 T 1- 1992 8 1- -1973 H 1- -4827 W 5- x1259 SPACED 24,0' 0.C. T 2- -2608 B 2. 2709 N 2- 103 14 6. 515 SIZE SPECIE GRADS PANELIST T 3- -1591 6 3. 2709 W 3- 79 11 7. -1733 • ° TOP CHORDS: I LOADING 7 4= 0 B 4- 2797 W 4= 110 H B. -197 2x fi OF 12 1- 4 BOTTOM CHORDS: ILL 25.01.DLL 7,01 ON TOP CHORD ■ 32.0 PSf 0 5m 1580 DL ON 80TTOM CHORD = 10.0 PSF 2x 4 OF SG9TR 1- 5 TOTAL LOAD - 42.0 PSF CANT @ 3'- 4.3' e:=, WEBS: LEFT - 1249 FIGHT - 935 C5 2x 4 OF STAND 1 - B BEARING AREA REQUIRED ISO. DTI TC LATERAL SUPPORT <- 12'0C, U0N• JOINT 5 2.00 RE / UI RE NF / 2.94 SPF 8C LATERAL SUPPORT <. i2'OC, UON. JOINT ID 1.50 OF / 2.31 NF / 2.20 SPF 8 -09 OB 9-09-03 7 -05-05 i' 12 T C - 1x2,6 'I 1.49 C- 4x4.3151 C- 2.5x7.7 a • C 2.5x6 1 m ��tiD PRC C 12x14,51S) + 0 � C- 5.5x2.6 0. 5 - �^ � �' . ca c�wF� , 1 �O ti >•� . ; 0 0. 5° C 2.5x6 C- 2,5x7,_7 OREGON C-2.5x4.3 N18- 9x13,6 C -1x2,6 C 5x7,7(S1 , S , eh 14, \( GH - S >c E XPIRES .7TOM31 1' 2z -ta - ©e y 3-01-06 - 26 -00 -00 • o • l� scale: S /d° This 11es .n re aretf from co titer inrut b TYBS 0 cC JOB NAM : CM NAXINA CDNST 1 -1967 WaatNNtYI 09risrai Matra, unlace otherwise not t Mead ea a. n mdHired ena wa„rnae Warmoonetruauoa et Motes. 1, Oe®gn to support loads a shown. 0 c---4 e91gn conforms to UBC - 97 AnVer 1 ,07 SL o 2 O n assumes the top and bottom chords to be laterally braced a L. fielder and arploe uotradN atwidd h■ tdelr.o of dl rasa Zap o.c. and al 12'.0' o_[_ reepaclively. . e FILE NO.: A W..rlm. b. r.r.o.nartsatoae.mmnrar 9. 2x4 mud b. impact bridging at lateral bracing required rfiera aswn.ss.n ..h bruin bridled �' = ■ " 4 _ Iristallol'wn of truss o t he responsibilly o the respectiahoy n 1 r ve contractor_ Lis; 9. ls3 a, is ward ems! ra blIna d.mm1'...h e. teoy - r.ro •er• P.o..... h '" * V - 5. 0aelgn ..SUE trusses are to be used in a pon enviro,rnenf_ ^ c= rat DATE: 7/23/2001 most be .done/ end w•.es•'a by.« et wetpl.ea roomier.. .. 6 .- and are f issa dry lull condition' ir g al se• aupporb shown- Shim ae wedge if Comp�.l�l'ur7 Inc. : ' �' "" // von.. ...met n e roteen ti 1.e tech bredno• / y� s. No lob! .boat4 b. to any mnwnant unti OW wooing ed ; i p atn.e ad d r ein ag e Ia Df ovided . ' C/YJ + °'' ` 9n ced ao their cenlef DES . 8V; tul by tie wiled to sa , end .ono the µ9'4.7d e.r bad. 17`.`°'"7 .hen at e. l ttn B. lines s b. bes t c both f .ea of tress ertd pia ---> - F..4 h..opa.d to say ....4....4- lines coincide wit joint center {YIC>f. � r..i,`.c nerm eau,rean _ aoynnEn Sr MKS {y ,3 4 5 6 717 a- Ccmpuo,o. tan no awn.. a,..'ed m t.yo..nmr Isiah. Isiah. 9. Digits iniicate size ul plate m inches. $ED.: faplkes, ttarknoll, •►�pR° an rt d aWraeeleo el comppare . 10. For basic design vales at ft= Carnputlus Plate, indicated by the prefix r, Rae ..dos la aanlehed s .r. w as. Wxealerm en toe &rape wt Nett 11. ' T l a G amlRmBJ:°ttot RA. P late Ia italic ad bv. All o the prefix 'CN' Aw designator 11 r by lm 6 suns trett r, iy wool tiresome, tiresome, Fio•ai •..sops tit rndlGa(oa 16 y., moth/ lc' uaothers gs. aro fO ` • • rtddt N be to ridnel fry ClIrrutnr Wm..9'4.'4'