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Plans (87) )34 R-)4 -n-1iars -- J /0 : 1Itom' 063 — .55 7 21. 9f' 01. -- !‘,'< .\-1,55e5 Q p3,41 7'"14w Wag -, tse, - q,,i.Ai-J r,-a, (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , "• - B3D) THIS ' PREPARED PROM INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS IHR. Top chord 2x4 OF-L 2400P-2.OE 120mph Bot chord 2x4 OF-L 2400f-2.OE i 1 7�!� S G✓/� It�Z wind, 33.28 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Webs 2x4 HF Std/Stud 1/S 1r �(s- �G anywhere in roof, CAT II, EXP B, wind TC DL=6.0 Beef, wind BC DL=6.Q psf. Special loads • (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Right end vertical exposed to wind pressure. Deflection meets 1/180 TC- From 70 pit at 0.00 to 70 pif at 6.14 criteria for flexible wall coverings. • TC- From 70 pit at 6.14 to 70 pif at 23.20 �` BC- From 20 pif at 0.001to 20 pif at 23.20 Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF BC- From 20 pif at 13.87 to 20 plf at 13.87 claddingbe _on one face, and 24.0" span on opposite face. Top chord ma • No knots orl.5"otherelu�r defects" AT 8alloc owediwitthinn 12' of op edge. notcheNOTs DoCnot Wind loads and reactions based on MWFRS with additional C&C member notch in overhang See DW ng or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase factor ' GBLLETIN1014 for gable wind bracing requirements. for dead load is 1.50. Snow loading based on an unobstructed roof. Complete drainage Unbalanced snow loads have not been considered. required. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Fasten rated sheathing to one face of 'hi.; frame • SUBMITTAL REVIEW ®REVIEWED ❑MAKE CORRECTIONS NOTED •XNO EXCEPTIONS NOTED 0 DISAPPROVED ❑REJECTED 0 REVISE AND RESUBMIT ggg..�y J NO EXCEPTIONS NOTED IN CORRECTED COPY THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE RECE J REVISE AND RESUBMIT ❑NOT REVIEWED WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. fli"'A�, Transmitted by Architect to their consultant for primary review by THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT Of THE PROJECT AND ERAL COMPLIANCE WITH THE ant. ew by ct.if P , 1 A T..,,1{± met. Consullttanit review is aregeneralny,is confonnancew thy for osthetic INFORMAdesign IS SI BLE FOR THE ANDEGELATING ALL QUANTITIES ��tTJ concept and general compliance with information given in the AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND p Contract Documents. �t TECHNIQUES OF CONSTRUCTION,COORDINATING THEIR WORK WITH �,. cd pi' r\ t < F JoshCabotM I ALL OTHER TRADES,AND PERFORMING THBR WORK IN A SAFE AND i{" t. T TNxon•t iard SATISFACTORY MANNER. • t t' Josh Cabot rt.=Nsdeoe,e■ SERA 04 08.2016 3X5= 0.384.— ti4N, r °- DM:2018.a.n cs 'T ? 13:11:12•0700. .DATE CATENA CONSULTING ENGI,yyy��pppRS BY Te ' ■ ' ■ t8 I ■ ■ ■ ■ ■ : : ■ i i i i� 11 ,, IANII. ■ ■ ■ 1 1 1 1-10-15 2-7-12 ii ' I * * * ' * ' +310 ± ///////,////////////////72 -0- 5X5 • 1< 23-2-6 Over Continuous Support ?I R=96 PLF U=39 PLF W-23-2-6 RL=7/-5 PLF • Note: Ali Plates Are 1.5X4 Except As Shown. • PLT TYP. Wave Design Crit: CUSTOM/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 13 TY:1 OR/-/1/1/-/R/- Sc• aie =.3125"/Ft. Truss Components of Oregon (503)357-2118 •'AARrIN81••ITeAb A10 Fgt1Dg Au b01Fs a TMIs ORwIR, 875 N 4th Ave,Cornelius OR 97113 "TiT�rMT• RelAbTllf TMT:bBl�Tbs To Iles anRllelaa,ICITpNR T,IE,TTbfAtLBls. Si TC LL 25.0 PSF REF R7175- 3189 Tnrases respire extrees eery In Fabricating,Send'log. ^hipping, Instell/p and bracing.Refer ro end fellow the pnrrfest Mit sof bell (Building Co pp MM 1 prop I.f.eetlei,by 7. am'1rRCE)ter Mss n M*CCdde pale. r 10,0 PSF p (amnions. Installers*hell provide temporary bracing per bel■. Unlaef noted otherwise. • 14659�f TC DL DATE 12/23/15 tee tap chord shall hew Properly attached structure aneethlrg and Botts*bead shall have a properly ettaened a�r�. t'Ipld aeling. (.a.otlam are.,1x Peraenant leterei rntralnt of.r.*hell haw lreelrrg Installed pot BCTI _�uppl BC DL 10.0 PSF DRW CAUSR7175 15357087 I� aedtip.p by,07.a 010,K agpllaabl.. Apply Flats u seen tato of taps,.end psitiaa ss Moan.bsPs and ee •^""� //0 LPO N'1�,� the Joint I/Kelt*,imiews noted aNwwis, Reser to drawings/MS47 for etanderd Blau Maltlena. . �--� {Lr�-'—i Awn.,•a dickie*of I111 Bbl ididp eaypnente Group Ree, shell not be reappµlbla fee any daviatlen free Isis BC LL 0.0 PSF CA-ENG PBC/CWC AN 11'W rAMi1ATJY Tragi, en faMwl to build the trues in sanfermene.with A/ISI/TPI 1.s,far Senilis, shipping, •�,- .s. A sal en this drwlM't tresses,..,.p '�' '+ JV" TOT.LD. 45.0 PSF SEQN- 244955 M M ems.Bps I/obi. lb. pMwilp. WINN.*B d N pfofbdalars,l wglrh■oI. �� C 7 'O �QYI eoap.nal►1l/q MNly Per the*mon non. The ml I$ .a sop pees of this drserg for s,q,otrstepd le the S351 R mid C• tdMons11111ten N too Berea,bwai0s,f per NMI/1M 1 Sao.*. ',Ow.C.. DOR.FAC, 1.15 Saceisutso,CA 9SIUA for were Infer".tien see thio Jab's COMMIS antes e.g.arra oro..,..b spas: _ AtAIBB:,er,.lppnalte.coe;1111:. pl ...tn.t.ore MLA:Bw.■balndaatry.oa.; ICC,saw..d;asre..rgEXP.12-31-25 SPACING 24.0" JREF- 1VM07175Z03 am°AlaAla.,ro±o.wew«mNw«n,=mmawr'"a 8...+wwawN+000.,00PwN-+oS W HAV P W ° " wNuNPNNNoi-m.ww+.-+.maataromaa+OaAP=N001ama� ml+�mva- m2W Nw-i..OI”N'i Nom mw 9 "E.:1 ° 07 A oWImwaNmma'mwmPwaA.Aaa:Wornalloww+m-.ai.+i° NWN+.+-No.mmw� om rro r =-1vz u «W Om m+. wwwmA pgODOD. wPPPPPPPmPmN�+.+y w.pw " + NmmmmmmmmmVOz OOWW8pVw«u5DwSGSp «O� AW�SpvpW WOOw�maO N '"""'3""""'""'''" NA$ 0,ANmmNNNNN++++ WwNomW- ma""'+2 Mz :-IF, O$ 0,41, llA.l."i.a."vPNPmwam.++luol+.ww+ms1wBPiagimmulal:.owme n.wtoon'W`�.m°n .... .......www$ w.w+.aaml'0.+8:.m,+«a.mveWl.oWl«IW.+egt0.3..°;tw.l°N'Iw..Bw+W.,ww.+oo88888nyul'�nmm8T238”.!.$ NR ss' b i.Q 7. . . . . . . . . . . . . . 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A P A.AAAA.AAP aaAdAaaaaaa AAAAPALa A NNNNNA T 'r it+T_- IT5 SS SeSSSSSSSSSSSSSSS8SSS4444SS444S45558 O^ �+ O n,7nnXn ............a A A.a A G S n n n ,rt R rt n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 O Q O p O 0 0 0 0 0 0 0 0 O - ..\ O 0000000000000 000000000000 000000000 o O an °°°° g`g g g g g-'G.2 N W S 8 8 C 4 5 C O 8 5 5 8 5 5 5 N N.o..S+o 0 0 0 o a O+Or q O++D O+OJ 0 OA O O u N O m m W W V W W m W m W m W W W m mW m m W N N N N m N m p 9 maWm m m 010000 mm m m x"x''""n O 0000000000000 400000000000 000000000 0 o , """x11-x"'1"''ro"'111"'i Iff,3 xlD.DooOOOOOOOOOooOoop000000p0000 6b6bOOOPOC. m .. n N n E N n n r n n w'"'"N'0,n 8 g T.+O N 4--0 0 0 0 0 0 0 0 0 0 0 0 8 ry u N 0 0 0 0 0-+-O O O-0 0 0 p P a f,0 .m.• Noa omaam0ammaw immwaaaaaaaa Nmmmamaaa .. m nwno.n° RRR O N N N N N W W W m W m W^^ n N+N a u a N N .. ............. ....MM.. 7.......= Y Z C R n n n n n n n n n n n m fi y F, ¢c u 6�n n c n u i p 6 4 4 11 it 11 r ry it II D O 8888888888888 pp0 20200000 p0 C0000p0 0:0000000 202000 p0 p:pp:O 2020:p0 O a 000¢ NNN�,v +-•.-.-.+ W11T 'x.1---7-TT'xl'OIIT+Otq%711OnrW1-'9.1T-On•.p.r-9:TToTOITTTOlO 00,On0000cpOn e0+ 8 8888888888858 885888888888 85888888 8 888, „,,,:,,,,,v.,,,,,, N' OOm _ �•S W rrrr. .mrrl" ��rl�r1=-.Lrrrrr�. 0 r rrCCC�CCr ` r�rrrr r \ r rrr2 N8V2 i� 8'.I>."..w;;;Tii' `g0.`N n0.0 rrrrrrrrrrrrrrr CC. .ppyy SCC.O CCC C°C..�. CCC�w SC a ��pa ap pa $�pOg O ppp pp pC p C ..SW.WOW1O.OWObaS. ..SSSSNNNNIOd.O .SSSOhNb b SS'S— W ELlSSS7hNN0007 8 �900P98Q8080SSS8S888S58488555 ¢¢ ¢ lOM+I�.nIT O 0000000000000 d p O Q O g 0 0 0 0 0 0 p O p 0 0 0 O O O PPP. 6 ¢NNNN¢ N N N N N N N N N N N N N N N N N N N l”' 8 8888888888888 888888888882 88888888 8 588; 00000000m-4m,P0,00MMMO PPP00000P0000PP 00010.000,0mmman S CCSetSC', ..00ISCpw17,S4riSSS�p CCCSNCNCIOwC .S m�pSyVN 88888'6'841'Smm.71So55558558`x88588.wlq,000000000000taoao�wz :4 u'�umenm8l`$umm88 Wngl'OObbbNblO•WOW issaiOsi W W W.Ov •-1 <<G C<G 4 w a 3' A A A A A A .m w 0, 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 d 0 9 i ;. O p O O p O O G O O p O O O O O o 1 I O O O O Op O p O O p d 6 O o. . I p0 0 0p 0 0p 0 0p 0+ p 0 o p Op op¢ 17'7'771'77:o-n 'a+a�O d O O o O O P D C gq CC p � iSO5855N4w8w85ii58884&4N4N:NiiiS:SN$N4Ni8 �Qi.00r 0000000000058208S8aaaaamaVmammmVmVVVV4 0 I P. poccoocoocoo cOO: .000000000000 . +000000001 0.pOOQo. 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I b a O w O w O.p] I W a S 01 8 y 0;4 0( 0000o n o uWA Is(0 ,1'w RA NNWwauwn �nvwuaWw oNw*Aww,S 03....:101'W plu uauau,0.0 NWaWAw uuAUAU 051 ' NuawaWn{ wawa- n n0nnn n°• n00rtn w°� 0000nnnib rtnrtnrtni9 R n Rnib% n0onnnnirl Rnnnn ° o00o0Rir nnn°G nnfO0Rir nS0$O8�^ NWaWAWa� 4 oAoOoNA I ° oo0onw� I 000wr o0000000Nr 0ASo0oooe0000mo A000a0l'.o N 0040. non oAOAA Nn 000x001'.8 W c� " c,.. a c1 N c? !..... .., , , _g_. : cA'IN.1 ca m el, !I'' c� 8 ° w° c go ca 9I'0...00w0( :.7.'..-.4.824:12'§' v+m o o8$A$R 164404114 000 mmm4ha'g 9. g -w.±wwNl+.l$.§."Iro+..e'Imwrrng 14,9440,0- 10•44440-61144,10444' w NNmmNNng yo'Om�umwnall,a0000000nR 9oonal.,00ao _000000ag ., 177,4444440-;,, -4 4 4 4 4 4® 7:49,4440-„, 7mmm444 4 4 4 4 4 4 *4 4 4 4 4 4 4 1 M 4 4 4 4 4 A .O. 4 4 4 4 4 4 V N 'I.WW4i«JW g 9,W WwW02a p mW°A 7CWwua.W..mu-8 Y«««x«0210 x«w«A.w..m.°8 '040!0.00°81Y.w..a uwow020 OxW 02x1 u W S.I a 7,404444.." O«apiwWwoO w«Awa $ (.i.0 PP °winww(I a i�,.:"01.10 P%n z:":,.:n n.WaP u•au 0.n PNPa�,la C wiu i":u..ou.i.. °"' • i v.i..ul:Y. o i o.:u.: -.u.Iv u.A.nA Ar...-...r r+--I �< rr+--I 'syr.. r+--I Ar...-.err.. 1'r'-..,...Ir r.� ' a b.,...-,•..e-.�.e I 1'..r r•,r..-,.- A A A.-.rl.•..r..-.r •i•GK K T ^I•G v •i m iN`GK .� 1� .<7.G �.� T F7,G K •<K YKKK TI '1',u Y Ivi7 I 7�CK 2111 8 K'f.�HKKK KK HKKK KK WK�H 'C,<I.CK '[ Y+Of.Wi•,Fr. *000e*00 .0+p.*00(01' n�O.Wuycp KW I,CK n y I Nma00 I Nw I y . I . p .". + .'• -� + .•0,.'•a m - wmmaSl"0 + ma + 0,PPaaa -.. mrno+ma_am w a.smama mmmow.b".a "' NNw.' w10 z 4000;0 1 .W..000wo`. •$. Lwo .iva. 'q�, 0000« 8 aW.,00cw y o°Dwmwm Dpwwo.m 0000 000000 00(0000 2' 000000 `."a±'''.1 .wD. m^-''—''' _ a^�-1.- «'-' ia+al:--4-74:^ ., ,-2"-'-"4:.w..`-= _ ...- ,,P6'""• o I o--j g d.......«...°'__ o 0 0 .-, OKpoo 8pG��O * O op"�O 2 10g288$O O ! L^'S OO 85 2 000000 9004424 _ Iss0000 1.''0000 OP — 0gg8300 L 0000500 IOOOOOdb 1I[M1111� IL SX a�ay5 -Sa00aO.00� ^1X a?u00W �� 4 Y YYY X XX XiR a�YIYI�Y YXMXXX k. Y.i. XYayYXY YXKXKX Vi' avmmwm+arO+*.arbTOTA01'.0+01 m"AOAlaDfoiN. mnP+plAO^nWN� WNTaO�Pr" lmO)yrT mrT+Ni1W+rimT"rYi'rrlrt�. ni W..mrNOmI ypa^g 0T0T0TI 1' 1 Ill W.mN1mmma mvm"NaO m n GmN+mmNmrTmrTmr'TO-IVT"N �Ni7-NUaiw 9T9b- Y rrrr "ny •T rl + ]i + D 'Ziart'PI+riT -7NAl+OUiNU-VI4VbTTb1% -TTT" : b9E" "i4444444442FGm 4444444441rt 444444444Gm C44444440, mmAmmm4n mA®m®mmm4 N04444m0A A44m4m4m 44A44m4AwlG4AA444R<N .n1'. bw± OPrDmm-- T�Nn..q 00O 0WmW«�0w00A *0w 0w0N0w 0Ww�WoI. S WNOwyANoOww(OU«*0wWw*0w00: ¢'I 000(0000 •.I S.W(.Wn1�aN0 0T IW«l.aN.,0w00Sw!1*A0SWnx0w"'�1 TOwDiwDn,Cw:OuowepwrtaG n0'2�_ I Ai «u. 0uO0uaaviWp0Wn SwnwAi. nO90m''I ON.iuN6lVn 0wN 0wrt n0i 0unI0rt Oy q._0 nnnnnn .i+ 000000000NAOOOOOOOO 0000000000 nnrtnnnnnnO.r IO2O20025 71I2OOOGOON. aOOOOGON 00000000 . IO„OOOOOYA 1 00000010 0000000NA Cu O.2- N V n 'N P� m i C n' .A ..ir.mP'mouNwo8A$8:Ox°0+ mama$8R wiw $ $a8a8 wNmz.: 3 Om-NWrn8 ;!011W wWaFowfm m8.an :WwwaaGIWf +1'-+ , Li 444444 40m A P4 4 4 444 444 N4 4 4 444\4• PO 1 "' 4444 mmm A I M m 4444 4 0 P 9 4 4444 44 0p-m 4 444 44 - O 4 4 4 4mRB p 44m0440 8 I 51 «««AG«00 .5 Wu«aum 1220 « 00mYO «m u2OYW082111 aY ':12 «SS xWiIW. .. i ,� x W«W « 5oi1PwmN PwNNWPAWPO ((.m (0004 a1W((.Napw ' ;-OWON"i(I NwmNwP00°r. O,m:A6.waw ':sPio;A:.6O1nwmmNwA008 ' .m00p 81r.. r.krTr..cW . r0r 'c[q'I.7rKrT '7.-7.2'-'7"-.7--Y.r.0rOsrE712rr.. TAYKKKr_7 !"77.7.1717.7:,q n'ArKkGrrK peri7KrrLL OIAr'GI-[ rK O7 r+77rr7 O +. uNI+C0,Cs .! CaK1'4 aq '7ic0,•c K . x0 .n 1us � +Px0u +0,+. Ia $ Tr11a .-11.-Is iw•c1m E Wood« ,.a 8 «oo �ug wi « E wo :«: 01 . «ooaw«ey a000 _ hco12.,y ' N«o :41«o _ «oe0tv O1who .8 2 .8rM-'4 ?180g. .y : ii: "- s :-Pg-g2 2Ou�o..5uK ! v� "� � �INp.._ :;lir-HK .24Ki100. qA: i. �.asafiQ SKee X .. 8..SKe. . isenvi . §2e2828:1 . 9 X88� r _stm . 14e2s8e —,7,8424w 7,840u Y ul* XXX Ipme ,-9 [ALPINE][TP1 2007][8301(45175/)1 (Page 2] Repetitive Factors Used= No 14 PLO 0 10.3 to 14 a 16.4 [y=36.6][ 0%] -27 PLO s 10.3 to -27 0 16.4 L€y=33,1][100%1 14 PLO 0 16.4 to 14 0 33.5(y-36.6][ 0%] -27 PLO 0 16,4 to -27 m 33.5 L[y=33.611100%] -8 PLF a 10.3 to -8 0 24.2 [Ya31.0)[100%] - e 12 PLF 0 10.3 to 12 m 33.5 [y=26.01[ 0%] -8 PLF 0 24,2 to -8•33.5 [y=31.0][100%] 27 PLF 4 33.5 to 27 0 33.5 L[y.33.4]]1006] Brg.O 1 Ver.R= -9,8 pIP Nor.R= -3.9 plf (90065 ASCE GABLEo-1(0C 24 00][DO 1.60][N6 1] Repetitive Factors Used: No 14 PLF 0 10.3 to 14 Si 16.4 [y=36.61[ 0%] -27 PLT 0 10.3 to -27 0 16.4 L[y=33.1][100%) 14 PLF m 16.4 to 14 0 33.5 [y-36.6J( 0%) -27 PLO 4 16,4 to -27 0 33.5 L(y=33.6][1006] 8 PLF 0 10.3 to 8 0 24.2 [yo31.0](1006] 12 PLF 0 10.3 to 12 0 33.5[yo26.0}[ 0%3 B PLF 0 24.2 to 8 0 33.5(y:31,0][100%1 27 PLF 0 33.5 to 27 0 33.5 L[y=33.4][100%] Brg,O 1 Ver.R= 6.5 p1f Nor,R= -3.9 plf [IA1F85 ASCE GABLE-1-J[0C 24 00][0F 1.60][NN 1] Repetitive Factors Used: No 74 PLF m 10.3 to 14 0 16.4 (y=36.6][ 0%] ro -38 PLF 0 10.3 to -38 0 16,4 L (y=33,1][1000] 14 PLF 4 16.4 to 14 0 33.5[y=36.6]( D%] -30 PLF 0 16.4 to -38 4 33.5 L (y=33.6][1006] -8 PLO m 10.3 to -8 t 24.2 [y=31.0][100%1 12 PLF 0 10.3 to 12 0 33,5 (yo26.0J( 0%] -8 PLF 0 24.2 to -8 a 33,5 (y-31.0](100%) 27 PLF 0 33,5 to 27 0 33.5 L[y=33.4][100%] Br9.d 1 Ver.R- -20.6 plf Nor.R= -3.6 plf (NNFRS ASCE GABLE--](OC 24,00110F 1,60][NM 1] Repetitive Factors Used: No 14 PLO 0 10.3 to 14 0 16,4 (y=35.61[ 0%] -38 PLF 0 10.3 to -38 m 16.4 L[y433.1](1006] 14 PLF 0 16.4 to 14 0 33.5 [ye36.6][ 0%] A -36 PLF 0 16.4 to -38 0 33.5 L(ye33.6](1O6%) B PLF 0 10,3 to 8 0 24.2 [y=31.0][100%] 12 PLF a 10.3 to 12 4 33.5 (yo26,01( 06] B PLF 0 24,2 to 8 0 33.5 [y=31.0][1006] 27 PLF 4 33.5 to 27 0 33.5 L[y-33.4][100%1 Brg.O 1 Ver,R= -4.3pIf Nor-R= -3.6pif L - N et ea as 6. o - N _ 1 N h L L 1L O ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave . ** - B3X) Top chord 2x4 DF-L 2400f-2,0E The maximum horizontal reaction is 2499# Bot chord 2x4 OF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: 120 mph wind, 33.28 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=6.0 / (Lumber Specialloads psf, ( Dur.Fac.=1.15 / Plate Our.Fac,=1.15) TC- From 70 plf at 0.00 to 70 plf at 6.14 Right end vertical exposed to wind pressure. Deflection meets L/18 TC- From 70 Of at 6.14 to 70 plf at 23.20 criteria for flexible wall coverings. • BC- From 20 Of at 0.00 to 20 plf at 13.87 BC- From 20 plf at 13.87 to 20 plf at 23.20 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Wind loads and reactions based on MWFRS with additional C&C member design. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • 5X7(R) III N03080'38 --- 3X5= 5X5= 1.5X4 111 6X6= 4X5= 3X5= ww 0-15 W \\ 2-7-12 1-1 ... _.. 31-0-0 3X7111 5X7-,--- 4X5= 4X5= 5X5= 3X5= 5X7(R) !11 1 121_9 0. { 2-4-0 } 4-10-11 4-10-11 ale 4-10-11 } 4-1-11 —4- [1-10-12- 2-4-0 4-10-11 4-10-11 I 4-10-11 4-3-7 �' '..< 23-2-6 Over 2 Supports 1 R=1044 1.1=806 W=5.5" R=1044 U=683 . Rh=2499/-2499 RL=2904/-2904 Design Crit: CUSTOM/TPI-2007(STD) _ PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. *Hope TY:2 OR/-/1/1/-/R/- Scale =.3125"/Ft, Truss Components of Oregon 50.;y357-A18 **wARNING1**Rum Igo FOLLOW Au NEM ON 71115 CRAWINC1 3188 ..IRPORTFST.. FURNISH THIS DRAWING ro ALL CONTRACTORS IWCLLIRIWR THE IRSTALL.6'As. '� TC LL 25.0 PSF 825 N 401 Ave,COmenus o 97113 S. � , REF R7175- Trusses require extreme care In ng Com chip,tyndtlyg, shipping,information. Installing and bracrns safety to actl(orlon d 1 4659 9 C TC DL 10.0 PSF DATE 12/23/15 the erten edition of SCSI wilding Co...5 sha Sa prov Ie temporary by TPI and WTCSI for safety todColher prior ^/ 4 V to performing ha these functions t..loo..stn chub provide temporary bracing per BCS( ea Unless noted attached 6 top chord shall have properly ACCaCM1Od structural sheathing and button chord shalt have a properly atGrhed T711111116‘1 rigid coiling Locations shown for permanent lateral restraint of webs shall have bracing rnstellee per acs! ,.,nrtlry ' BC DL 10.0 PSF DRW CAUSR7175 15357086 Ail LF)D N E th. lona 6i, b1 unless s ted applicable. e. Refer pie to to wenn race of cru antl positron as sham above ane a tM1c in, Ret i1 less n ted goCompo. tCr to ngsaha 160A_z afor espondardsibl plata any de ons. _ BC LL 0.0 PSF CA-ENG PBC/CWC Alpine,a e' f ITS Building.t Components omen Inc.le.shall not M responsible bio for any hipping.n few this •:.. AN MN/COMPANY drawing,nnY f 1 to build tow cross in conformance with th AN51/TPI S,or foY noodling,rag, shipping. installation A bracing of trusses. Fc 7t%1 Qfv TOT.LD. 45.0 PSF SEQN- 244952 f • A Pool w this drawing.r P.O*r pogo listing this drawing, Itdlwt.s.ee.pt .of prelmlmrl angina/or/mg -.�I r.spen.tbillcy'solely r the dwlgm shown. Ths suitability and t,.o of this drawing for wry struturs r. as 8351 Rrnana Circle r..pw.ibiiiOy or Ph..lidding O..Igner per ANSI/TPT 1 S...2. .. gNW.007 DUR.FAC, 1 .15 SacameniR.CA 95A2R For more Information ane this Job's general notns page end those mob sites: EXP.3........... SPACING 24.0" JREF- 1VM07175Z03 ALPINE:www.alpineltw.coe;TPI:ww,tpinst.erg:WTCA: nmr.sbclneustry.com; ICC: wma.lecsare.org 2-31-15 .. ..±- ,,,c3 X ^ Mp gyp( _ ^ X ype yp� ^ X X . iC^!Xb^ K r•e pK yp^�• pX _fp�pss ape _ >,^i• .t�t�r �! �e 6aS '- 71.i7-.4 000 r K_SO_RMMO « pSS^^X « H005^a^t^$ « dI i^"8 Pliq 7 $a^lgg .• 4 00W! « Xp XQ O ype ^ Oy8«0�000! .bp pp __ OC .! .�tt yy�eyyee " ��!! XX y�ec a " ^ "^^^`+ ^ VgXKMO SMO �lKS O as li i SPuaa � Ouzo «�aa 1� ��''''Z''. 0.«.r 1= O�«OOpy 1� O««op0.- « O« 00� « 6« $.LI u0 Ou v0 SLI # 2 .. ... ....00 'z-z7-.-: 'u ..,:d w0 irui °Z.7 uwruvw0 °E4 .81=t0 ••=,0.-..-.VNO E u'Wl,_,°:20l.-. u7bL«.r u,«�•<ro01 E .7,^77.«7...17.wss Ii uMmOuuYY ^^ ual+0'1 u ....JLvI#0 A IOu�uO.•..uup 000 r,io 'a -7-7= M a mM':.= o' Io' m.+M000MmD',o ,ol.irioaom ,o wri liaoor�D' ari,w000n.s' ri000rio80 u mMri aoerimo $ ricoammp $ ri','rim8000n M M ' « W Not « rmi�TMNMT r rb+TT� M Tm « r.,Tf.�tml77. « n'll4g T MTTM,bin TN i117 TN '7,7 ,,.' 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L C O O N v w n m N N W F F n .n N 0 0 0 0 _ II .11 O m N m.N tl.N w.N«Q«h m .««r-' a O O N 10.N pp < j n,07.n m Q e y N N«««v p M N.N,n %vmm,«OrnimNNwC iaPT« Pn %fj,2,2 71,1 ie+NNNN,1wiNn,Mkn,n 'M-•O NpOmSm Qn M.NW «r M RNN« « .- - « ' ry noo.o000.- «7077 MON '� « m ▪ mO GN «,-«r Mry «««« NN C , d01 0.10 N01Wao«NMQNmn 0PO«N kbhY - [ALP[NE][TPI 20071[8351[45175/1] [Page 2] [C&C ASCE Wind Rt-o1(0C 24.001[OF 1.60](NM 1] Repetitive Factors Used: No -50 PLF 0 10,3 to -50 4 16.4 L[y43.1)[100%] 12 PLF o 10.3 to 12 0 30.5[y=36.6]1 0%] -50 PLF 0 16.4 to -50 s 30.5 L[y=33.5](100%] 12 PLF 0 30.5 to 12 0 33.5 [y=36.6][ 0%] -50 PLF f 30.5 to -50 f 33.5 L(y=33.61[100%1 -8 ELF f 10.3 to -8 0 24,2[y=31.0][100%] -8 PLF f 24.2 to -8 f 33.5 Cy=31.0](100%] 12 PLF 0 10.3 to 12 f 33.5[y=25.0]( 0%] -45 PLF 4 33.5 to -45 0 33.5 L[y=33.4][100%] [CAC ASCE Wind Lt--][OC 24.00][OF 1.60][NM 1] Repetitive Factors Used: No 11 -50 PLF 0 16.4 to -50 f 33.5 L[y-33.67(100%) 12 PLF f 10.3 to 12 0 13.3 [y=36.611 O%] -50 PLF 0 13.3 to -50 f 16,4 L[y=33.1](100%) 12 PLF f 13.3 to 12 2 33.5 [y=35.6][ 0%] -50 PLF f 10.3 to -50 f 13.3 L(y=33,01[100%1 8 PLF f 10.3 to 8 0 24.2[y=31.0][100%] 6 PLF f 24.2 to 8 f 33.5[y=31.0][100%] 12 PLF f 10.3 to 12 0 33.5 (y=28.0][ 0%] 53 PLF 0 33.5 to 63 0 33.5 L[y=33.4][100%] [CAC ASCE Wind Rt--](0C 24.003[OF 1.60][NM 1] Repetitive Factors Used: No -50 PLF 0 10.3 to -50 2 16.4 L[y=33,17[10011] 12 PLF f 10.3 to 12 f 30,5 [y=36,6][ 0%] -60 PLF 0 16.4 to -50 4 30.5 L(y=33.5][100%3 12 PLF 0 30.5 to 12 0 33.6[y=36.6][ 0%] -50 PLF 0 30.5 to -50 0 33.5 L(y.33.6](100%] 8 PLF 2 10.3 to 8 0 24.2[y=31.0][100%] 8 PLF 0 24.2 to 8 2 33.5 (y=31.015100%] 12 PLF 4 10.3 to 12 0 33.5 [y=26.0][ O%] -45 PLF 0 33.5 to -45 0 33.5 L [y=33.47(100%] N�v 14 THIS DWG PREPARED FROM COMPUTER INPUT LOADS S DEA (1115063X__FREDTEST -BURNFIAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - 84) C MENSIONS) SUBMITTED BY TRUSS MFR. Top chord 3x4 DF-L #1 120 mph wind, 33.11 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W15 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Calculated horizontal deflection is 0.15" due to live load and 0.1 TC- From 70 plf at 6.94 to 70 plf at 33.50 due to dead load. 8C- From 20 plf at 0.00 to 20 plf at 33.96 Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/24O total load. Creep increase design, factor for dead load is 1.50. Snow loading based on an unobstructed roof. Complete drainage required. toled deadt oadeatlXai f14-6 -12ion is 0.52" due to live load and 0.58" due Unbalanced snow loads have not been considered. T H0308= 1.5X411! 4X5= 3X10- 5X7 -- 4-6-0 X7= 4-6-0 W1 5X10=-- r.5X5= 3X5`0.37 _ ____3X5= I- ii"-.�_ `_��:I��__� � �1�wW W15 4-6-0 2-7-9I s 1. -31-0-0 1 3X7111 3X12= 5X5= 3X7= H0514= 3X10= 3X10= 3X7111 El 1a 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 4-3-1 7 11 2�2 4-8-0 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 4-8-0 2. 2 33-11-8 Over 2 Supports >1 R=1640 U=591 W=5.5" R=1508 U=597 W=5.5" RL=386/-325 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(096)/4(0) 15.02.00 . :P• .. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon f503)357-2118 •'WARNIWGI as READ NO FOLLOW ALL NOTES ON IRIS DwwINOI � TC LL 25.Q PSF 825 N 4th Ave,Cornelius OR 97113 "I MT" FURNISH THIS muIIl a FO Au ooNlRAerORs INCLUDING TIE!MALLERS. CO z,_�#0%Neo 0Z REF 87175— 43474 Trusses require extreme care in fabrlceting.handling. shipping. Inetellirg end bruising.Refer to and follow the latest edition of ACs/ (Building Component Safety Information,by TPI end IITCA)for safety practices prier to performing the,.functions. Instaile.,shall provide temporary b.al g per BOSS. ori.,,noted otherwise. w S3ze4 + . TC DL 10.0 PSF DATE 02/19/16 top chord sleet,nave properly attached ctructurel sleatn.ng and bottom<herd shalt hew.a prefer,'atteelmd a`'ym✓•,.. rigid call ig Loeatiens.noon for permanent lateral restraint of aaw shell have bracing Installed per SCSI BC DL 1Q.Q PSF DRW CAUSR7175 16050113 A��0` -IF sactloin 03•a7 or Bnl,AS app other. Apply peons to wing tap.of trues and position as suntan show and ona — o N the aunt Details,ani.,,ad dug, ..=. Refer to drawings,BdA_Y for standard positrons, 02/29/2016 BC LL 0.0 PSF Alpine. a division of Ir,Building tarptne ."resp Inc.shall not be responsible for any deviation from t CA-ENG PBC/RTT drro,ng. any fathom to build the truss In conformance with ABSI/TPI 1,or for gangling. snipping, OREGON AN ITIV COMgn,oly ,nat.l,.tntn.br.p;,g of tremae,. TOT.LD. 45.0 PSF SEQN- 249400 . A Nal an this e.nIpp or moor papa flotlip MI.Irminp. IIWIIKao mmptnm.o of pr.?N.larml MglAaarl �f ♦1p ra paralblIfey solely far the d..'gn rs>.n. 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A: .-""to4j4o.. ,' n,oorrmw,r�w..m.w.. gl "w" g[owwopal.+o . � 6mwoo.wnwr2oim $ oa,uoarlutlw6wwoin 0521-7:9.. gipm- 'F ^.08^ ^0"'$M N'-^o."N•. "'a:� 2 mum r. ^� i� x: '''a^ ' ;40. ", .... . 1 ss e.w'r. ""' igA33-102:4 2.1Tg 2.1124 s� iiii2S 4 . s.121102sg2^ 044 qq ^g" iigg2 .. iNi1 " �Mx ssx2 @$g2 ^x2 � �� ss�.. s.. e�� ..��.�.. �W� .... 88x8-.� [ALP I NEILTP1 2007)LB41[1115063X/)I [Page 21 re i i N S , „.2,,, f I I, f I 1 1 k (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , w' - 85) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. / i Top chord 3x4 DF-L #1 120 mph wind, 33.10 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W15 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. / (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) IC- From 118 plf at 0.46 to 70 plf at 6.94 Calculated horizontal deflection is 0.14" due to live load and 0.1 TC- From 70 plf at 6.94 to 70 plf at 16.44 due to dead load. TC- From 70 plf at 16.44 to 70 plf at 32.86 BC- From 20 plf at 0.00 to 20 plf at 19.54 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 20 plf at 19.54 to 20 plf at 33.32 factor for dead load is 1.50. Wind loads and reactions based on NIWFRS with additional C&C member Calculated vertical deflection is 0.49" due to live load and 0.54" due design. to dead load at X = 14-6-12. Snow loading based on an unobstructed roof. Complete drainage required. H0308= 5X5= 1.5X4 III3X5 0.37 _ 4X5= 3X10--- 5X7= 4-6-0 W1 5X10= 3X5--== - - 2-7 -5 1 t._ — li +31-0-0 L 3X7 III 3X12= 5X5= 3X7= H0510= 3X10= 4X8= 3X7 IN 8"14 7 7 2J.1_ 4-1-14 ,fr 4-10-0 .j,. 4-10-0 'I= 4-10-0 ,L, 4-10-0 4-10-0 3-7-10 I 4-8-0 I 4-10-0 4-10-0 4-10-0 4-10-0 }I` 4-10-0 -I� 4-0-5 -Pc2 Ec 33-3-13 Over 2 Supports >I R=1611 U=590 W=5,5" R=1479 U=596 W=5,5" RL=387/-326 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(01%)/4(0) 15.02.00 w- OR/—/1/1/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-:.118 ••WARMf11GE••DEAD MEP rows ALL xgrEs on nos ORMIp61 Fio IC LL 825 N 4th Ave,Comehos OR 97113 "mRaRPwr'a Isx MIS NM=TO Awl caMaACTORs IN0.ODIR6 116 INSTALLERS. �� 25.0 PSF REF R7175- 43475 _ Trusses req.,.extrema oars in fabricating-handling,shipping, Installing end bracing.Refer to and£ollow tlr latest edition of SCSI (Building Component Safety Information.by Tel And%RCll)for safety praotrces prior .0. F,1.‘0114#t op 2 TC DL 7 0.0 PSF. DATE 02/19/16 to performing cerae functions. rnt.l inns.heir provide temporary bracing per ecsl. unl.ew.stns otherwise, a 83294PE '�j top chord shall nava properly AMC/Child str,ctarsh sMsMing and bottom chord Snell haw a properly attached _ rigid telling. Lxacions shown for ne.raeaR lateral rostreint of webs anal!have bracing Installed SCSI ".... TM axion hg.BT or BID.as applicable. Apply plates to earn rate of crass aroe e BC DL 7 0.0 PSF position as snow .bow ane DRW CAUSR7175 16050114 LP A hu John Details. unions noted otherwise. Refer to drawings 1604-2 for standard plata position, 02/29/2016 j tAlp,ns, a diviahon of If'/Builth g Campona a Croup Inc.shall not ea ble for ov;et,an from this BC LL any 0.0 PSF CA-ENG PBC/RTT dresing, any failure to build ten truss in conforwanca with ANSI/TP1 1.rorpan i handling,shipping, AN mw COMPANY inatalfatlen 4 Orating of troeaes. OREGON TOT.LD. 45.0 PSF . 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M« s71.=":1,.. r . nsgsgSg�sss gggEIWi i - 82211g4gMe . §&e,888§Mpe 4888L1q AMLT41 � I §-9;3§ � s �iS 8 „ [ALP I NE][TP1 2001] EI4]] 115663K/1] [A.ge 2] 1 1 L / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave "* - B6) Top chord 3x4 DF-L #1 120 mph wind, 33.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Sot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=6,0 Webs 3x4 DF-L #1 :W1, W15 3x6 DF-L #1: psf. * , Special loads End verticals exposed to wind pressure. Deflection meets L/180, (Lumber Dur,Fac.=1,15 / Plate Dur.Fac.=1.15) IC- From 118 plf at 0.46 to 70 plf at 6.94 Calculated horizontal deflection is 0.14" due to live load and 0.15" IC- From 70 plf at 6.94 to 70 plf at 16.44 due to dead load. IC- From 70 plf at 16.44 to 70 plf at 32.24 BC- From 20 plf at 0.00 to 20 plf at 19.54 Deflection meets 1/360 live and 1/240 total load. Creep increase BC- From 20 plf at 19.54 to 20 plf at 32.70 factor for dead load is 1.50. Wind loads and reactions based on MWFRS with additional C&C member Snow loading based on an unobstructed roof. Complete drainage design. required. T • 4X5s 0.37 _ 4X5= 3X10 W1 3X7= 3X5= 1.5X4111 5X7-- 4-6 4 6-0 6X8= 3X5= W15 u _ — ■ 4-6-0 1- - �� 2-7-1 u_ it -- �! 4_31-0-0 3X7111 3X12= 3X7= 3X7= H0510= 3X10= 4X8= 3X7 III 8•'14 • I� 4-1-14 >le '4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 3-0-8 s' 3 242 4-8-0 4-10-0 4-10-0 4-10-0 4-10-0 ' 4-10-0 T 3-4-15 2 ' II., 32-8-7 Over 2 Supports - R=1583 0=583 W=5.5" R=1452 U=589 W=5.5" RL=387/-327 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP, 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. ;.. ._; OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-1II8 M.. F NBI e-PIA(ARORAW FOLLOW ALL MUTES ON THIS INCLUDING GG! TC LL 25.0 PSF REF R7175- 43476 825 N 4th Ave,Comeltns OR 97113 'a; ANr" "I'M THIS DRAWING*G ALL earmlctms tMawIMM INSTALLERS. `�r,C.Q�GI F�S�p4 Trusses require extreme cera en fabricating,handling,shipping, Inetelfing end bracing.pater to and rotlu h yr the latest edition of SCSI (Building Component Safety Informs-clan,by TO;araf Inca)for safety practices prior b to perform„y these functions. Installers shall provide temporary brachy per SCSI. untoss noted otherwise, &UWE„Agillak 02/19/16 TC DL 10 0 PSF DATE cop chore snail have proper properly atcacl.ea structural srRacm.g.na bottom mora shell haw a property ateacn.a rigid cell Ing toe.clone Omen for permanent lateral raetreint ar wane.hell hems bracing installed BCSI ✓'"”" BC DL 10.0 PSF DRW CAUSR7175 16050115 actions 83,S)or 810, es appl lcable. Apply places to each face of truss and position as shown above and• A p sections JointDetails,unless noted otherwise. Refer to drawings 160A_Z few sta„dard plat.Pasitfona. 02/29/2016 BC LL D.0 PSF CA—ENG RTT/RTT —Sf��N Alpine,a a,vlsl of ITV Building components Group loc.shell not be responsible for any davlatl from this drawing, any failure to Wild the truss in conformance with ANSI/TPI 1,or for needling,shipping,,'„ AN ITW COMPANY installation.br.airg or trees... Ten` OREGON TOT.LD, 45.0 PSF SEQN- 249396 A wi an thla Ormolus or°Roar pep.listing thin drawing. 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ON Oasy, vwam, v”,,sO .nuOP 224882gZ2442 2642288^8"118 8.6".z8g88"8458 . 8e.48od"8gm8 48888844 " 84408844 BS, g88g4 85-888844 528888 .. 44 .�� W � 444 4 5 X44 4 44'4 4 444 x554 1 wrwwm"' ��m�n.��unr~^q _ .-' . '''' \ . | 1 [ \ 1„_____[ . H ----- --l. 0.__, �� / THIS DK PREPARED FROM COMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS MFR.• ( 1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , "" - B7) v Top chord 3x4 DF-L #1 120 mph wind, 33.08 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W15 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac,=1.15 / Plate Dur.Fac,=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Calculated horizontal deflection is 0.13" due to live load and 0.1 " TC- From 70 plf at 6.94 to 70 plf at 16.44 due to dead load. TC- From 70 plf at 16.44 to 70 plf at 31.63 BC- From 20 plf at 0.00 to 20 plf at 19.54 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 20 plf at 19.54 to 20 plf at 32.09 factor for dead load is 1.50. Wind loads and reactions based on MWFRS with additional C&C member Snow loading based on an unobstructed roof. Complete drainage ' design. required. I T 4X5= 0.37 _ 4X5= 3X10= W1 4X5= 3X5. 1.5X4111 3X5= 5XSs W15 4-6-0 6X8= _ __ _ :1 4-6-0 _ _ n �� ''' 2-6-14 _L III: - -- ■ . -- ... -- Jlr�m 401-04) y 3X7111 3X12= 4X5= 3X7= H0510= 3X10= 5X5= 3X7111 8"14 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 2-5-6 6"15 • 2 2 4-8-0 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 2-9-9 .2 I32-1-1 Over 2 Supports 2 R=1555 U=573 W=5.5" R=1425 U=579 W=5.5" RL=386/-327 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00 ,, :Pitt OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon f503)357-i118 -WAR11iNGle"ITEM Asn raga ALL ONES a THIS HR)iVlla61 825 N 4th Ave ••IlAarturr•• FURNISH MIS MONA m ALL coNlaRttoRs II1q Wt16 MO INSTALLERS. ��5 ��d 1 NFA pOP Z REF R7175- 43477 Cornelius 9713 Llai TC LL 25.0 PSF Trusses rpbire escrows care In fabricating,handling, shipping, installing.d bracing.Reran to a Cha latest ea,tion eo BC51 (Building fampw..rt Selaty Information,by TPI end tTrA)for solely practices prior le to performing these functions. Installers.hall provide temporary br.Ing per BCBI. Whip,.noted ather..'ee, w &4294PE • 9 TC DL 10.0 PSF DATE 02/19/16 top chord shelf hero properly attached structural efenthl,g and bottom chord shell neva a properly attach ir,0- o rigid ceiling. Locations anoint for permanent 1 t restreiht of soba.ail novo breoing installed per Begl BC DL 10,U PSF DRW CAUSR7175 16050116 �� s Bs, 07 or BTR,es wpllteble. Apply plates to each rata or cruse end position es shown above and on ( 7.,.:°''..7.:::',--7,1'7.17::::""-- MBJtIM Detel ss,un lass meed Beo,o 00 Refer to draalrgs TWA-Z for et.,dard pf.0 pee,tlene. 02/29/2016 PBC/RTT A Alpl ..d,v,aien er 7.W iia„g eonta t7.17,l Tat BC LL 0.0 PSF CA-ENG • )--s p or forlhan For any appiatian from Cola OREGON drwl„g, am failure to mule the ass In confo,smo with AIV.I/TPF,,or for handling,shipping. AN IrW COMPANY inetanlat1071 a bre.,ng of tr.eaes. TOT.LD. 45.0 PSF SEAN- 249394 op t A.e.l w dile drwlM e"."" pew Ila�lry ehh Ar..ing. fwld tow .1, 14.1 r.y.rslbl/lgy.01.17 for tans dosis,down. 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Top chord 3x4 DF-L #1 120 mph wind, 33.08 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W15 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Calculated horizontal deflection is 0.12" due to live load and 0.14 TC- From 70 plf at 6.94 to 70 plf at 16.44 due to dead load. TC- From 70 plf at 16.44 to 70 plf at 31.02 BC- From 20 plf at 0.00 to 20 plf at 19.54 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 20 plf at 19.54 to 20 plf at 31,47 factor for dead load is 1,50. Wind loads and reactions based on MWFRS with additional C&C member Snow loading based on an unobstructed roof. Complete drainage design. required. T T 4-6-0 W1 4X5= 3X5= 1.5X4111 4X5= 3X5 0.37 _ 4X5= 3X10= 5X5 6X8= III _ --- i 4-6-0 4w15 2-6-10 ili�il _ 31-0-0 _L 3X7 HI 3X12-- 4X5= 3X7= HO510= 3X10= 5X5= 3X7111 14 4_1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 10- 6.12 2, 4-8-0 I 4-10-0 4-10-0 I 4-10-0 4-10-0 m 4-10-0 -1-2,2-3-272 31-5-11 Over 2 Supports d R=1527 U=563 W=5.5" RL=386/-328 R=1397 U=569 W=5.5" Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. OR/-/1/1/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503}357-2116 '-RMNIMGI--READ Nn Pala AU.NOTES ON MIS tlkAnINGI 0 ROA- Truss 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I + '• FURNISH MS DRAWING tow rnNanAcroaa INCLUDING THE INSTALLERS. �Qr�� FFSntha, � TC LL REF R7175:. .43478 Trassas require extrema cera In radricatl,g, handling, ppl,g. Installing and bracing.Rorer to and collo. .i. the latest edition of Boni (Building Corpenermt safety Information,by TPI and%RCA)for safety practises prim co 94pz 'OA performing these Sunet+oris• Installers shall prdvlde temporary bracing per BCS1. 1A,ress noted etnern.e..r lCi 88294PE +Q TC DL 10.0 PSF DATE 02/19/16 cap there snail have properly attached structural sheathing and bottom chord shag'have ap roper) rigid calling. Locations albwha s.for permanent lettere,restraint or, shall have bracinglnstelledttaaper BCSF sections if,if or 010,as applicable. Apply plates to each rase or truss and position as Shown above and on "�V-' BC DL 1D.0 PSF DRW CAUSR7175 16050117 S Q! 'lam\ Iii CM Jdlmx D.EaI[s,unless noted ethervmae. Refer to clearings 1130A-2 ter standard plate posit Lena. A 1J .)[]1 I drawing. a J i .,on o`IN W.I1.11 g uegwr .Camp len.snail net.o roapmnibla for arty dav,ai;on from tiro 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT gng, anylratlure o build the r in confo.amanco Ch NISI/TPI 1.Srfor handling, hipping, AN If1Al COMPANY instal lateen a binding or trn.,e«. OREGON TOT.LD. 45.0 PSF SEAN- 249402 . A vel en this Proelnp or aver pope tl.tlnp this ermine. Indleet...bwpnAho.of ppfessier.l ensimrlap c.y,aalbl l ity ael.iy for the design ream,. The.uits.el[ty end 1aa of q,s armolnp nor any*muton.1.tn. r(F 8351 Ronan,Circle responsibility of M.wilding o.eigar par ANsliIpl 1 3e0.5. @ LYT�'7:0 '�05 � DUR-FAC. 1.15 Sarnnlpe.CA 9582R For mare Information semis jobs genera notes page and c deb $@II Tao ..... 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Special loads End verticals ex (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) exposed to wind pressure. Deflection meets L/180. f` TC- From 118 pif at 0.46 to 70 pif at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 30.40 BC- From 20 pif at 0.00 to 20 pif at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 pif at 19.54 to 20 pif at 30.86 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. fi 3X5= W1 4X5= 3X5= 1.5X4 ID 4X5= 0.37 _ 4X552 3X10=wi5 4X5(R) 111 4-6-0 6X8= II — — -- :1 4-6-0 1 _ (U, 2-6-6 I. 4.21-0-0 3X7111 3X10= 4X5= 3X10= H0508= 3X10= 4X5(R) II 3X7 III s��1�4� " 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-10-0 �J1�-3-0�I6_9 2`12 4-8-0 m 4-10-0 4-10-0 4c4-10-0 T 4-10-0 m 4-10-0 11 6_1x1 2 1.0 30-10-5 Over 2 Supports R=1499 U=553 W=5.5" R=1370 U=558 W=5.5" RL=386/-329 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02,00 r ..r OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components oEOregon (50^357-1118 " tNGl" u an FOLLOW ALL WES ON Tues DRAWING/ 825 N 4th Ave,Cornelius OR 97�13 r'IrlbRnwr" FURNISH THIS MOM To ALL CONTRACTORS INCLWINR TRE INSTALLERS. K ,w tit Rgi, TC LL 25.0 PSF REF R7175- 43479 Trusses require extrema care In fabricating.handling, shipping. lrmtelleg and bracing.Refer to and fellow cig G 1HF the latoet edition of SCSI (Building Component safety Information.by TP1 and NaCl)for safety procntt.r `� — Co performing rheas functions. Installers anal,provide temporary brit,g per N:,. Unions..tea atm prior 23iAPE PSF DATE 02/19/16 y 9 TC DL 10 0 tip.acre shall have properly attached pe atruceupentplel ref restraint e tr and boccee mere shall have a properly dperBC BC DL 10.0 PSF DRW CAUSR7175 16050118 nig ad calling. have prop dao..far ed Lal she.hang ant or tees gherr have havelag operl attached per BCSI liC r A L M N C ,..Jeanions g1.81 m B18,unless as ate.ether Apply places each face truss and rd plate pa.e,tion.pavane d ALM tar Jn, ,Llai Is."nl.ss rota ethers... Refer Inc.drawshe l not for standard Plata any de nee. 016 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a a,,alar.r Ibu build Building ess.1 con orman Inc,shall nit be nor for hae for 0212912 areal cry Devi earn r a tn�. n7, any failure t.build tn.cross in conformance retry Nusl/TPl 1.or For handling. shipping, AN rrw COMn4NY ies atIetion a bracing of trueaee. OREGON A...I an this R0Mlhg er.soon Raga Mating thl.dr..lno, In4Nhlte...a.pt.Bee or pnfo..latal anpin..rl TOT.LD. 45.0 PSF SEAN- 249404 r..panr.Ibi Iltr solely.he th•design shoe.,. 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Top chord 3x4 DF-L #1 120 mph wind, 33.06 ft mean hgt, ASCE 7-05, CLOSED bldg. Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.O Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. • Special loads End verticals exposed to wind pressure. Deflection meets L/180. V4) :r; (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0,46 to 70 plf at 6.94 Deflection meets 1/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 29.79 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 30.24 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered, design. -r — 4X5--7- 3 X5= I 4-6-0 W1 6X8= 4X5= 3X5= 1.5X41o.37 _ 4X5= 5X7= IW13 4-6-0 I: = = _ "1:-'----"E=12-6-3 • 31-0-0 3X7 ill 3X10= 4X5= 3X10= F10508-= 3X10= 3X7III 8"14 ff_I_ 4-1-14 < 4-10-0 4-10-0 n c 4-10-0 4-14-0 5-3-13 8"6 212 4-8-0 4-10-0 4% 4-10-0 4-10-0 4-10-0 dcI_ 5'9-7 ` 2 2 C 30-2-15 Over 2 Supports >I R=1471 U=543 W=5.5" RL=386/-329 R=1342 U=548 W=5.5" Design Crit: CUSTOM/TPI-2007(STD) PLT TYP, 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00 4�t. p1kjp OR/-/1/1/-/R/- Scale =.25"/Ft. TmssComponents ofOltgon (503)357- 118 '•tmRMSMOt'•READ un MIAOW ALL loons on nos DRAWING! 825 N 4th Ave,Cornelius OR 97113 "I 'r FURNISH THIS Is �MALL ALL tvAmtcrgRs INCLUDING IDE INSTALLERS. ♦ TC LI 25.0 PSF REF 87175- 43480 Trb...s require extrema care in fabricating,handling. ,nipping. Installing end bracing.Rarer to end follow 0fig 4��1NFF the idlest edition e!SCSI(Building Ca..e.h.Sefaty Infer-motion.loan by TPI and RIGA)far safety prated otherwise, prior to performing these functions. Installer.shall provide temporary bracing per SCSI. Unless noted otherwise, �� 632 4PE 77 TC D1 10.0 PSF DATE 02/19/16 tap chard shall hems properly attached structural sheathing and bottom chord shall haws a properly attached rigid calling. or Old. shown For permanent. ply lateral o each fete of fate shall have brewing Installed per Ntsl BC DL 10.0 PSF DRW CAEI$R7775 16050719 Ail —^� r seat Ions sae Nr or dice es applicable. Apply plata,co race or clues w pos!coon as,hoar above and an I11 LTJ Ill.r`C^' the Joint Detail,anise.rated otherwise. Refer to drawings 160A-E for standard pieta poeltions. Alpine, a division of INS&„iding Components Groep Inc.shall ice n responsible roe any demnatlon rmm to 02/29/2016 BC LL 0.0.PSF CA-ENG PBC/RTT AN ITw g.any failure to bulla the truss m conferee..with ANSI/TPI 1.or or handling. shipping. this OREGON COMAANY installation A bracing or Grasses. - A weal bn GNI•.reel..P,...r,Aon I IRIS tNl.drwI„g. INNI�,t.. , a TOT.LD.LD. 45.0 PSF ..�a.Ibllla.ally Par w w.lp .„.a,. .1...1r e ultabllkey w a.arwui:"drwr gforrawtwl.eu,10 i t "GLr14,20.' @ SEQIV- 249406 3351 Ratans Ceche *wwpw lblllty of erns Nulldlrg IMl4lar Per ANSI/IPI 1 sneeze ng an eerl,ew,w Ise tlr $$e„TWO t DOR.FAC. 1.15 �� Sacramento,CA 15328 For sore Inroreatiew sae this Jobs general notes page end these web sites: ALPINE:ww.elphxicr.em;1p1:wett.tpla,t.org:MICA:www.sbeledustry.em; ILC:elm,iccsafe_org REIifly516/3Sf026 SPACING 24.0" JREF- 1 V0871 7521 2 ......--.... ..,--...,...—,--or. n417;i1Fo�om-.Tri- uowamw ,'mom�.w o, �aom ,.a o! 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D5 THIS DWG PREPARED FROM (1115063x--FREDTEST -BURNHAAA-ASH, BLDG #2 -- 12770 SW Ash Ave , .e - 811) COMPUTER INPUT (LOADS I. DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 3x4 DF-L #1 120 mph wind, 33.05 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. \:\ (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) g;) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase IC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 29.17 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 29.63 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. T 3X5= -T- 4-6-0 4-6-0 W1 6X8= 4X5= 3X5= 1.5X4 III 4X5= 0.37 3X7= 5X7F= W13 ,t T 4-6-0 2-5-15 i111111111111111111111111!- C — ■ 431-0-0 _L 3X7111 3X10= 4X5= 3X10= (10508 3X10= 3X7 Ill 8"14 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-8-12 X8.1 2i2 4-8 -0 4-10-0 4-10-0 I 4-10-0 4-10-0 + 5-2-1 212 c 29-7-9 Over 2 Supports >1 R=1443 U=533 W=5.5" R=1315 U=538 W=5.5" RL=385/-330 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.02.00 q+• -;.A, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-!118 •VARNINCI.•READ AIM FOLLOW ALL MIES ON TINS ORATING! � i TC LL 25.0 PSF 175- 43481 825 N 4th Ave,Cmnehus OR 97113 •-rrroarAWr•• NORMA nils MIDIS 7o ALL CONTRACTORS INCLUDING ME INsrA1,Le1$$. (�' Trusses require extreme dere in fabricating.handling, shipping, installing 1N R7 the latest edition of 81:61 dies bracing.Refer to a�follow G e . O (Building Cemeo,enc Safety Information.by 7P1 rhe RTCA)ran safety practices prior these function.. Installers shall se, to perrarm,g prev<d.tarperery braes g P.r Bes1. p lee. as.res,„, 43294Pa y TC DL 1 0.0 PSF DATE 02/19/16 top chord shell have properly attached structural sheathing and bottom chord shall nave a properly attached BC rigid eel lag. Locetlons sham Tor per..nlateral restraint er webs shell have bracing installoo per SCSI BC DL 10.0 PSF DRW CAUSR7175 16050120 Ail 1=011 N E sections 0De ails nas other: t. at a.. . the Joint C 3, BT o, 10,unless notes applicable. is Applyyeferpla es to each 1 00 of b and position s eneen above end drawings :for standard plot-any deviation 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a of ITN Building truss Components conformance Inc.shall net be responsible hen Thr>hy tlevieti.n fraN this drawIng,den failure to rbuildtri the[razz in conformwnce with ANSI/TPI t,or for herhtlll AN fTW COMPANY Itallation a bracing of trashes.. �. en,PPi�,. p OREGON TOT.LD. 45.0 PSF SEQN- 249408 . A 2001 w ehl•ntwlrlg er eanr P.O.11stl,. slit.drawing. Ineh,.g.Neept..oe et prat..lens.enpin.erIng 0. lY 46,40e m _ rapvsnenllty solely Per dThd deal.,shown. 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DIMENSIONS) SUBMITTED BY TRUSS MFR., Top chord 3x4 DF-L #1 120 mph wind, 33.04 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf, Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) $; � • TC- From 118 pif at 0.46 to 70 pif at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase,' TC- From 70 pif at 6.94 to 70 pif at 16.44 factor for dead load is 1.50. • TC- From 70 pif at 16.44 to 70 pif at 28.56 BC- From 20 pif at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 pif at 19.54 to 20 pif at 29.02 required. • Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. , 4X5= 1.5X4 III 0.37 3X5` 5X5= 5X7 1 W1 4X5 4- 6X8= = 3X5= - =11711111111111111111111111111111111 -osie 441111111111111111111411.1111111114111--41 0 _ ., W13 4-6-0 T 2-5-11 3X71!1 3X10- 4X5= 3X10= H0508= 3X10= 3X7 III ..4._,...1_, _1 14 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 4-1-11 i �Z viz 4-8-U 4-10-0 4-10-0 4-10-0 .` ' ` fly4-10-0 4-6-11 24'2 29-0-3 Over 2 Supports R=1415 U=522 W=5.5" R=1288 U=528 W=5.5" RL=385/-331 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00 ;-`'''4.06, OR/-/1/1/-/R/- Scale =.25"/Ft. Tness Components of Oregon 1543)357-n18 "UARNIxc t a'Imo Aw FOLLOW ALL MOTES a THIS. ,pcl �C,¢ 1:1 IC LL 25.0 PSF 825 N 4th Ave,Cogent OR 97113 "lam'• Fu�ls6 THIS DRONING m ALL CONTRACTORS IacllLlr6 THE IAsrALtEWs, T.wsees require extreme care in fabricating,handling, .hipping, in.tellig and bracing.gofer to foil°_ , �GtNF� Oy R7 - F 175 43482 via latest edition of BCS1(Building Component Safety Information.by TPI awe(SCSI for safety practices prier d DATE 02/19/16 to performingthose function.. Installers hall provide temporary bracing per SCSI. Unless noted otherwise. a32O41'E �... • 9 ecce TC DL 10.0 PSF tap horn 11 have properly attached structural sheathing and batten chord shell have a properly wtcached Q'. �.�' rigid rolling. Leraeione sheen for pernenent lateral restraint or web.shell nave bracing inst....a SCSI .. BC DL 10.0 PSF DRW CAUSR7175 16050121 A�u d N a the .... sections B9. al or 91x,as appllcthea. Apply plates to each Taco of truss and positionwet.as alien ebovn'a d T- the Joint Decal's.unions,�t.d ath.rwie._ Refer to drawings,GOA_z tor standard pinta poeltlene. 02/29/201 6 dalp;ne. a divisionof ITN Building Components Group Inn.shell noresponsible for any deviation rren Chic BC LL 0.0 PSF CA-ENG PBC/PTT ng. oily feilure to build the cuss,n with ANSI/rid 1.or for henaring.shipping. OREGON AN(TW COMPANY Inataf let ion 6 bracing or trusses, <°"r""""'"a TOT.LD. 45.0 PSF Fff]]i�� r� 9 • A nMl.,til•ar.wing Cr caw lope llstlq ml.droving. 11510 e. mT pr.P.wlar.l Myli..rlrp `r/LY 0� SE`t.w- 24941 D responsibility Solely Per t+e design a.... The suitability and..o Cl'tai.drawing nor say strane..e I.She �/ f1.1 8351 Roma Circle r.apsriNblliq et ria Building pssiq.r per ANSI/174 t telco. eat en Tani DDR.FAC. 1.15 Sacrameolo.CA93$28 For more Information..e this Job's general notes page and these w. 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RmQ?Y w 1A.,L ' ' ' Cap^NnvmbnmmO7�.MrNr^N,—,,T' ' Nr^mVN ^ N^rN bm -..-mroN a0� -k:.v • - 1 1 1 I .h.d3 [/X£90S 13[frill[LIM I di)[31111d1V] / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - 813) Top chord 3x4 DF-L #1 120 mph wind, 33.03 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.O Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) • TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets 1/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 27.94 .. $C- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 28.40 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. T r - T 4X5=0.37 5X5= 5X7- W13 WI 4X5= 3X5= 1.5X4 lit __ 3X5= 4-6-0 6X8= _ e WI _ A :7 4-6-0 T �-� 2-5-8 ""ie31-0-0 3X7 U1 3X10= 4X5= 3X10= 6X6= 3X10= 4-10-0 4-10-0y 3X7111 L 4-8-0 4 m 4-10-0 4-10-0 'l` 4-10-0 4-10-0 3-11-5 7 8 zlfzz�Z r` 28-4-13 Over 2 Supports rl R=1387 U=512 W=5.5" R=1260 U=518 W=5.5" RL=385/-331 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=296(096)/4(0) 15.02.00 e f OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-'.118 "NARNING18e 16,µf NO TOWN ALL ROTES OR THIS IRWIN61 N rfiS REF R7175- 825 N 4th Ave,Cornelius OR 97113 ••nwRrlatr•• MINIM TNI*DIMING m ALL coNrRAerols IN xROINe INE INSTALLERS. Y!1 & TC LL 25.0 PSF43483 Trusses require extreme were In rebrleeth.g,ho dfing,shipping. Installing and treeing,Rorer to aria failew .�G ✓F� to . the latest edition of BCSI (gobbing Campenert Safety Information,by TPI and NTCA)for safety practices prier C9 4 . TC DL 10.0 PSF DATE 02/19/16 to performing these functions. installers shell provide temporary bracing per SCSI. Unless noted otherwise. 83294PE top chrd shall have properly attached structural aha ping and bottoe chord shall have a properly attached sae ....wow BC DL 1D 0 PSF DRW CAUSR7175 16050122 rigid ceiling. locations shown for permanent lateral cin o Bebe.veli have bracing inetelted per dCSI ,4 LEPO N E- sections ai or as .t applicable. Apply places to each Tara of cru and standard lot.po snbm above th Joint Details,*oraes doted otherwise.Compo. paler to drawings 16mot forresponsibl plan any daVIna. 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT Alprro.m r ITM&„Itl irg Cm�pwxo,cs Croup Irv:.shall mot be responsible for any n m diad this OREGON growing, any'failure ro build the truss:n conformance rich ARSI/TPI 1,or for handling,snipping, OREGON • ANITWCOMPANY .mocaflatIon.bra=:ng trosaan. TOT.LD. 45.0 PSF SEQN- 249412 . A wool en Mie droll,or*ever pep.Ilselnp thle Oran,. Inflows#we*eptan of prereeelenill M olneorlrg • _ reepmihl Illy solely Per the design he deet, Teel...limy end sem ear this droving for and stram tuIs the 0 w vLY 14,22 `ql 8351 RovmaCircle reaps aleillay of the DelfdDesigner in6 Desier per ANSI/EPI 1 See.:. .tell Tan ` DUR.FAC. 1.15 Sacramento,CA 95g2.8 Far more information e..this jobs general notes peg,ed these web sites: SPACING 24.0" JREF- 1V0B7175Z12 ALPINE:wwa,alpineite.com:TPI:wes.tpinst,org;•TCA:wmcabci,dustry.comi ICC:raw.iccsafe.org ARMS:613Oft016 I iW wma uN OlXAmm .r "" ^hv.52t ,,[o 0..-. 12;..-08 '1i,amm v ,71-rF,F; .mw O P.,4w�gbm.apom. W :E W++.wWua }2mm 'o.yNgmf2N: m°e " ANN! 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Top chord 3x4 DF-L #1 k Bot chord 3x4 DF-L #1 120 mph wind, 33.02 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6,0 psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. ��, (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1,15) TC- From 118 plf at 0.46 to 70 Of at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 27.33666 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 27.79 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. -r 3X5= 4-6_0 wi IX$= 3X5= 3X5= 1.5X4111 0.37 _ 3X5= 5X5= 5X5^ W13 I� �� __ 7 4-6-0 T ill • iii 2-5-4 Ir7 1 I I 1 1 I 1 1 1 I 4 I I I 1 I I 4 1 IN= Ill `M 1.1 _431-0-0 3X718 3X10= 3X5= 3X10= 6X6= 5X5= 8„74 3X7 III 4-1-14 4-10-0 4-10-0 4-10-0 4-10-0 2-11-6 7 5 2� 2 4-8-0 4-10-0 4-10-0 4-10-0 4-10-0 3-3-15 2 -2 ` 27-9-7 Over 2 Supports R=1359 U=502 W=5.5'i RL=3$5/-332 R=1233 U=508 W=5.5" Design Crit: CUSTOM/TPI-20O7(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.02.00. +� OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Componems of Oregon (503)357-1118 ••w 1:MGl••READ Ain RAJA/ALL NOTES AM NIS ARA/ntol �ci, S -R 'C 825 N 4th Ave,Comehus OR 97 l3 '•I TAHIso FURNISH THIS DO MINIC To ALL CONTRACTORS INCLInNMA ole NNSTAELETa. �O TC LL 25.0 PSF REF 87175- 43484 Trusses reeulre extreme cera,n fabricating,handling,..hipping. Inat.lring and bracing.Refer to and,elle„ ��5 ��G IN E4R y TC DL 1{).O PSF the latest edition of aesl ((Welding Gamporient Safety Inforamtlen. by 1P1 ane TRC( for safety practices Prior to parf.rwing these functions. I iters shell previd. rary brae pe SCS n a top chord shall hew properly attached structural.heethIng a d bottom chore shalllhave propery atto rlgla canning, Lecetlena.ho.n for beta lKeral r p, Apply aetral nt of webs ssa11 have bract ng ott • w 9 DATE 02/19/16 char BC DL sect...e3,az or eTA. a applicable_le. t.shove. � '•��. 10.0 PSF DRW CAUSR7175 16050123 A L,I'11 N[ s division unless •PP e.Apply pontos t awing face truss and pbs,t ion as shorn hove the sienna Aeeaiia,an /setae otherwise. R.ror co drawings h.oA_z for xcahaara PIKe ppe4cion9. alpine,.. ofITM Building Cep?nenexfGroup inc.shall/let,x responsible for brry deviation from this 02/29/201 6 BC IL 0.0 PSF CA-ENG PBC/RTT Ing.e,y'':',;,=,-.,7":.:::.,-Z.*-- allnru buld tr trues U XISI/TPI h,nr far erndiirg. shipp,cg. OREGON AN rrwmAAtsoxr �;atele.tlbn.arbplmg of rWeee., non nr e . A seal en this drawl,*or*over yoga Hots,this d..Inp, Inmost..ee.ptanre.f p•.fs..IMu, 134._ TOT.LD. 45.0 PSF SEAN- 249414 wapeml.'11d.olely for w duly,.n. . Tr.ultebllity find use of bhia drawing for..Ae.troaCure in to �0 fl ••C R351 i cvonaCircle rwgasl.1.11ley of the Dui I .ao Awroih.r Ar ANSI/TPI I saes:. 1 141 ''N ♦0 DUR.FAC. 1.15 • — SBCImenta,CA9sszR ler more informati eewathis deb's goner.,ce e page ecd cgs.._a.site.: veJl Tan ALPINE:m.elpireite.eam:TPl: .tpinat.org:MEGA,e.e°,ebeerlap.try.e... 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O' O,O-•aWn,Wif,L'il,WilP15.y6u i. n+K a rr +mmm i I i"`G,^G,C'C W F',... .0 u p,[. ..,L...,u Ir''2.2 u,wil[+,n ,WO2,fn'lwe O'OF”.22.un uirw 04 OP 5',21 wN •OW 17 . O'SP°',"2222 'PmwOOF'!" rw OI T.8 71...-2._.87: ,1:=87^^S^Q 2 co RT =o^D$^ i OS'y2^•14.'1."!E. - w$::80r x'.7712 $ g:°' $ D}4 "':: , .,•°:'.n z arae .• v ".im S 2:8 8e,,,n S ..S... S 8 ..888m::Sv4; §448888, ^ ... =180=7712 18 S $--88ag4 goo- �8D a-- �o" -21.9=771P 8 .21 o0 ...... _ ":::_ ��x $•?`,..eggs..., rn �M`� � �� r � ��'- I �$� „�$$---- nsss8�� }s��sgBsW- 1 [ALPINE][TPI 2007][64][1115063X/] [Page 2] ____ ______ 3 l f M1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. el (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , m" - 815) Top chord 3x4 DF-L #1 120 mph wind, 33.01 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.O psf, wind BC DL=6.O Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Our.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0,46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase • IC- From 70 plf at 6.94 to 70 plf at•16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 26.71 BC- From 20 pIf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 27.17 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. T 3X5- - T 4-6-0 W1 •X8= 3X5= 3X5= 1.5X4 I 0.37 3X5= 5X5= 5X5. , W13 .. SI 4-6-0 T I. .1 .'t2 "..-4.11811\i__:_iii .--...,,,, ..1 Er 2-5-0 31-0-0 _L. 3X7111 3X10= 3X5= 3X10- 6X6= 5X5= 3X7 III 8"14 4-1-144-10-0 4-10-0 4-10-0 4-10-0 .....2z.4.:___.-5 ..17.: 2 4-8-0 m 4-10-0 4c 4-10-0 4e 4-10-0 I 4-10-0 - - 2-8-9Z 2 Ifs 27-2-1 Over 2 Supports R=1331 U=492 W=5,511 R=1206 U=498 W=5.5" RL=385/-332 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. • OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503357-1118 ""WARNINGIaaNemAleFOLLmALL MIS ONTHIS ORATII11G, R.— Rg�S 825 N 4th Ave,COMCIIUS OR 97113 •'eeoRrAWr-• FINNISH'"'s DRAWING m""uxrxAelogs INCLUDING THE INSTALLERS. �f S4'it TC LL 25.0 PSF REF 87175- 43485 Tr.....require matron tare in Pabrleeting,handling, shipping, installing end brecing.Rorer to and follow N. t411V the.Stant edition of SCSI (Building Component Safety lnfermaelan,by TPI and WTCA)Tor safety practice.prior 0 Ota F�,p, �y TC DL 10.0 PSF DATE 02/19/16 re performing the.function. Inetallers obeli provide temporary bracing Par xCSi. unless noted other«.e, II•.-- Q ... chord What,have ng and bertom chard shall have a properly attached a C" top properly attached structural..oath, rigid ceiling, Locations.etan for pentanent lacer.,,..trot..of webs*hail have br.ding installed per SCSI s✓r,- BC DL 10.0 PSF DRW CAUSR7175 16050124 ,4�� sett Ions ST or B}D,as applicable. FppFy plates to each face tress and po*Olion a down abevaM an the Joint Details,unless noted otherwr:.. Refer to Orae, 1$OA-2 for standard ,ate position.. 02/29/2016 BC LL D.0 PSF CA-ENG PBC/RTT dflp,no, a division of,Tow a,lldlng Compo.onte .up Inc.ora not be responsible row any deviation r title • .g, any failure to wild the truss in conformance with ANSI/TPF 1,or for h1Ml,ng. shipping. OREGON AN MIN COMPANY ...toile:ion A bracing of tresses. TOT,LD. 45.0 PSF SEAN- 249416 . A sol en this arwlrq lir never page St.tl. this droving. 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Now wL',"n Z' pbow.NwNin o iwwoow uQen,w,. S',9:-1 o8,141 PQk N o e�k o N�.7.i i.1-, �.�.^r _ _ mwmw 9� o'm Woa omwooe+w�wi.w p�i�n omwoouW..w..,wnw $ 8Nw'" �� w �•198 o',N" ^.g9u i' moi^ "off $ `>;'om ^ i sa a"w' ! .. _ ! ee _ " otl,wn p...!.8858m8:`48 .. $.ex..?`'8$ x8.'_S'"§ .. S,'_`.n8pl'm Q".at8 .. oxw8888_oa8gMi .. '%rt 1&& .. 'sa �rx .. ozomapm' oa��m .. 89 a^o9^ ^8p .. ..�e2� .. 4 � 4 u n 4-w, 4 ......4 4 1.8 .$ 4 sg asy 1. `�gs2125 ^^ x [ALPINE][TPI 2007][64][1115063X/II {Page 2] �JI I i k I� l 1 �1 S ] I I 1/ q 4� .�Y� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Fq (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12779 SW Ash Ave , ** - B16) ,' Top chord 3x4 DF-L #1 120 mph wind, 33.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets 1/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase . TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1,50, TC- From 70 plf at 16.44 to 70 plf at 26.10 BC- From 20 plc at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 26.56 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. I 3X5= 4_6_0 W1 3X5= 3X5= 1.5X4111 0.37 — 3X5= 5X5= W13 5X7= .r Z 4X5(R) III 4-6-0 • 4T ,41, =-41111111111111111111111111111111111111%1.-- 2-4-13 ww.w 11/2 0 31-0-0 3X7 III 3X10= 3X5= 3X10= 6X6= 4X5= 3X7 iH s'14 6•'12 4_I_ 4-1-14 ,_ 4-10-0 �I= 4-10-0 4-10-0 a_ 4-10-0 1-9-3_I 2Ji' p 4-8-0 4-10-0 4-10-0 4-10-0 I 4-10-0 'I`2-1-3 2H2 II' 26-6-11 Over 2 Supports R=1303 U=482 W=5.5" R=1178 U=488 W=5.5" RL=384/-333 Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. OR/-/1/1/-/R/- Scale =.25'I/Ft, Truss Components of Oregon 503 357-7118 "R INGIww READ AND Fain ALL HOTS NI TNHS MEM! rev 170E TC LL po ••IIPONIANr• SURNasn THIS DRAWING T)ALL ONETRAeaaes K F 825 N 4th Ave,Coruehas O 97 t3 MINDING INc IIIc INSTALLERS. Tthe require. ear.,n fabricating,handling,shipping. Installing end bracingRefer to end'siege P, IN ski 25.0f� PSFPSF REF R7175— 43486 _ ',stoat edition or PCsi (Maiming component Santo Information,by TPI and WA)for safety practices prior �j1� ea., 8 - TC Di. 1 0.0 0 ZDATE 02/19/16 to performing these v rproper properly tache late shall provideshsheathing ng and tca chord d a SCSI. eUnlas.pr.meted attached.. (V 11S2t14PE tap chord shall have Properly acentiwa structural alwatfi lig a.w boccow more anau naw o properly attached a 7' r,gld calllrg. Locations snow,for perp w ant Interw1 Ont of w.ba.Mlf have breoiny Installed per tics! -,... sections 83.el er 1110,a.appl Icabee. apply plates to...oh rare of truss and poaltlon as shorn above end an pfd' ~ - BC DL 10.0 PSF DRY! CAUSR7175 16050125 A 1--,FAI NEthistJoint Details,thole..noted otherwise. gofer to drawing.160A-f for standard pian positions. I v Alpine. .division of 1, Building t.wpa„en�a Croup 1.~:..rw„not n.t..,,a. lnla for.,y deviation r this 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT AN RW MMFANY Irate orating,el ranoaabrxeto build i,g.r trusses.truss.n r nr r..vnea with ANSI/Tel 1,.r for n.nel.,g.an,ppng. - ORE(30ro 1 TOT.LD. 45.0 PSF SEQN- 249418 A Nal so this drawing r aswsf Papa listing Sr..!,.,i Indies .t this dr of pfefaee g,st M ts,-.I lop y'' g reapwwibl lity solely for tie.design Mown. lbs sultsel S....2. S351 and me of this drawing for sly st uotere la the �� of 14,10 (® S35I RomaCirclt responsibility of the NuHldlrg Neeldler Iver ANy1/fPH 1 seas. 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OFi^. ^^u C ^0 ....u.. ^ ^0u. 3 C Z Vam 'nu 3 Re,;.=:,.. ...0- i s 342.;::7 -. OPS 177.7 o u ^„X .+.+_ urt ^ 'uu n^OK igNi...ig26 2§ -. 821388A§22 00 r,rp,O82 .-irg r w'.,8„.a�gg'Ox O812 XaOs.0-,r r"..§4Z! y"" ;;;;Xxy-S u ^ SS Suu u 8..u8S0 ^ O O�ugS00rt� OX aO. MX X M% u mW ,q ;--;;;;j4“"..� � �uu�" � � �W��" I � �� ....asgs.... R�....ssss�� ....ssss..� as..�ss"ss..� i [ALPINE][TPI 2007][84][1115063X!]] [Page 2] sZm ry Illi I II i 1 � I 4 l • 0 (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , a" - B17) THIS OWE PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 3x4 DF-L #1 120 mph wind, 32.99 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W13 3x6 DF-L #1: psf. Special loads End verticals exposed to wind (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) P pressure. Deflection meets L/180. TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase IC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 25.48 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 25.94 required, . Wind loads and reactions based on MWFRS with additional C&C member design. Unbalanced snow loads have not been considered. • _ I W1 4-6-0 5X7= 3X5= 0.37 --3X5= 1.5X4111 3X5= 4X5= 3X10= W13 4X5(R) HV 6 J_J_J r 4-6-0 �� 2-4-9 iDE 4_31-0-0 ' 3X10 3X5 III 3X10= 3X5'---- 3X10'== 6X6= 4X5= 3X7 Ill 8"1# 2'te,i21- - 4-87014 m 4-10-0 4-10-0 " 4-10-0 4-10-0 11-2-Q16"9 4-10-0 + 4-10-0 I1-5-1c:2 25-11-5 Over 2 Supports J - R=1275 U=473 W=5.5" '1 RL=384/-334 R=1151 U=478 W=5.5" Design Crit: CUSTOM/TA!-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00 n-. PI(titoF. OR/-/1/1/-/R/- Scale =,3125"/Ft. Tress Components of Oregon (503)357-2118 "WARNING!e.REM MO valour ALL NOTES ON THIS FIRAIINBI 825 N 4th Ave,Cornelius OR 47113 *.IMPORTAIR^ FURNISH THIS CRAVING 10 ALL canN.eloNs INawIN6 THE INSTALLERS. �`y ��0yN��' trjO� TC LL 25.0 PSF REF R71 Trusses reAul r.extreme Tara,n rabrlGting. handling,shipping. Inataltlrg mid braes .Refer co aro fallow 75- 43487 the,.tont edition or Bal (Building Component safety Inraromtlen,by TPe an.,ITC.) for ..ty practices prior (4 83294PE 9 TC DL 10.0 PSF DATE 02/19/16 ..performhg these functions. Installers shalt provide tanoorary bracing per SCSI. Unless rote.otherwise. - _.. top chord shall have properly eccacMd structure/sheeta.irg and bottom chord shall have a properly attached �..." rigid telling. er Location,show,for perwanent lateral restraint of webs Melt hose bracing Installed ler SCSI BC DL 10.0 PSF DRW CAUSR7175 16050126 A fl ,PI N r—= a.oe,oin elfs.nUnl es ote other e. R peaces to each rine or truss aro realism as ation.bow on �^ II ,PINE tn.Joint Beearrs.unless noted otherwise. Meer to dr..,.gs,goA-2 roe st.ro.rd plate positions. 02129/20]6 Alaimo, �y'Ta " of` Building Components Group Inc.:Mani net x raspnreible .r a„day.et:en r BC LL 0.0 PSF CA-ENG PBC/RTT AN ITW COMMANY t.r rat ion A brat erg.r cremes. ss,n conformance With ANSI/TPI,.or for handling. eMlpping, r°"'this OREGON . A«•1 so drat„of«„a.MO Ilstlre M/s drawing. Indlww.bee 6qp of n 14 TOT.LD. 45.0 PSF SEAN- 249420 respaalblllty.olety Rep the Resign.teen. 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Sb "o TSS §SSS 8 ,8EES588 ..,+ S 48§§84B�..S 5--�- x xx rya g$$p�.n «gYy .. xri a• ax xx x8 •gym /CI"— [ALP INE](TPI 2007][04][11150630/] [Page 2] ____ ___________ 0 VI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. r (7115083X--FREDTEST -BURNIIAM-ASH, BLDG #2 -- 12770 SW Ash Ave tm - B18) Jr Top chord 3x4 DF-L #1 120 mph wind, 32.98 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Sot chord 3x4 DF-L #1 anywhere in roof, CAT ii, EXP B, wind TC DL=6,0 psf, wind BC DL=6.O Webs 3x4 DF-L #1 :W1, W11 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets 1/180. ri. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) TC- From 118 psf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 24.87 BC- From 20 plf at 0.00 to 20 pif at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 25.33 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. r W1 4-6-0 5X7= 3X5= 0.37 — 3X5= 1.5X4111 3X5= 4X5= W11 5X7- lit I 4-6-0 2-4-5 ii:EITI—:=2:::::=7":22==27----1 : 2:: : :2 : 2 := 31-0-0 i 3X5 Ill 3X10= 3X5= 3X10= 6X6= 3X7* • 8^14 1y, I. 4-1-14 4-10-0 I< 4-10-0 4-10-05-2-10 2'12 4-8-0 '�4-70-0 'FC - I 2 IL 4-10-0 I� 5-8-7 ..16::::t I$'2 25-3-15 Over 2 Supports R=1247 U=463 W=5.5" RL=384/-334 R=1124 U=468 W=5.5" Design Crit: CUSTOM/TP1-2007(STD) PLT TYP, Wave FT/RT=296(0%)/4(0) 15.02.00 �•:EBM04. OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-1118 '•tARNIMII e e READ Ano FOLLOW ALL NOTES ON mis DRAWING! �`g,�" `M 825N4thAve,ComehusOR9713 ^IIWRTINr.' +"ISA,ausonallwm+lrzw a mawulcIRE insrAums. ��G �'i42 TC IL 25.0 PSF REFR7175_ 43488 Trusses require extreme ear*In fabricating,handling, snipping, Installing end bracing.Ref.to and roll.w the lec.ac edition of BCti {gdl id irg Component I re.Prov to temporary by ci ane WTCA)for safety practices prior 02/19/16 to performing these fbncclonw. lnstallara shell provide temporary bracing per BC51. Unless not.therwise, k� 892 E -- q TC DL 10 0 PSF DATE cop chord shall new properly ettathea strueturei sheathing aro bottom enure shell naw a properly attached �~ rigid cling. Loo.tlana shownf r pe..anenc lateral restrain of webs shall have bracing instal per 8051 BC DL 10.0 PSF DRW cnusR7175 1605012 An Pn N F the.ctiensJoin Bae Of e,o,s note mother apply platen to warn face 4 for s end position positions.above am on — II—, IIJI the Joint Details,chimed„died otherwise, Refer to dr..l,g.,r,oA=z for at.,.l.rd pies.po,Itlaa.. 02129!2016 Awene. a a�!T.Building Conpanent�e Creep Inc.anal, *epnns;hla far any deviation free t BC LL 0.0 PSF CA-ENG PBC/RTT arse ens. morn renin n build he trussr fer.nnta with ANSa/TPI 1,or for henm lege shipping. n's OREGON AN rrW COMPANY neteirthison&breeing or truer... ro 'p 14,7 0L+ TUT.LD. 45.0 PSF SEQN- 249422 A peal on this droning x osier peed Piecing anis Gr ok,,, In61w1»..st.p me of professional eiglll ant SLY reapanaibilIty solely for u.a design ghee,. 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'rto ^So ' SOo SL +S8" ... 81"'8 48..18 .=' ""8854§448 .+ +.g..`8 1 r 8888:.1x.. x,. xx ., xx x18 x xx xx xx � 4 4 .. .. 4 44 444— 4 - .. �4 4 �� 3 .-1M.'-'-' s ssss +s sass + x. ages++ if _ a/ a [ALPINE]{TPI 2007]{64][ift5063%/1] (Pig.2] i i THIS ORG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. fy • (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - 819) Top chord 3x4 DF-L #1 120 mph wind, 32.97 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 3x4 DF-L #1 ;W1, W11 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increas TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 24.25 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 24.71 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered, design. • 1 1 W1 0.37 _ 1.5X4111 3X5= 4X5= W11 5X7-=- 4-6-0 X7= 4-6-0 5X7= 3X5= 3X5= I LI A ill -r-' 4-6-0 i / 2-4-1 m 4"" 31-0-0 i 3X5111 3X10= 3X5= 3X10= 6X6E 3X511! B"14 4-1-14 4-10-0 4-10-0 4-10-0 4-7-8 :"4 2' 2 4-8-0 4-10-0 4-10-0 4-10-0 5-1-0 2- 2 EC 24-8-8 Over 2 Supports R=1219 U=453 W=5.5" R=1096 U=458 W=5.5" RL=384/-335 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=296(096)/4(0) 15.02.00. �� •R.^ OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-.118 ...WARNING!**Nem•tm roam ALL NOTES OW THIS DRAWm6I g• F - 825 N 4th Ave,Cornelius OR 97113 ms1Mr0RTAKree FURNISH TN}S DIMINO TW ALL COMPACTORS INCIAIDINB 1W INSTALLERS. �4• 54,E TC LL 25.0 PSF REF R7175- 43489 Trusses rewire extreme caro In fabricating, handling,shipping. Installing and braCi,g.Refer to end follow ig Cil NE Q the latest edition ur ecsl (Building Component Sofaty information.by TPI and WTCA)for merely practices prior C Eta F,p . IC DL 10.0 PSF DATE 02/19/16 to perforating these{entices. instaners shall provide tesperary bracing per BCS,. Unless noted otherwise. (u 8''p4PE 9 up chore shat,Irv.Properly attaehen etrueterar sheathing end bottom chord shall neve a properly attached t. rigid ceiling. Locations simian for permanent lateral rescreint of mob.snail have bracing Shownlnatelled per BCSI � ta sections 03.gT or 010, as appl liable Apply plat.:to each rata of truss and peslt en as shwn above and . '�' 0.0 PSF DRW CAU 87775 160 0728 A [P1]N 1—, w dr fro th. BC DL 1 s s I the Joint Details.unless noted otherwise. Rarer m wings 160Aer for standard plata positions. BC LL 0.O PSF CA-ENG PBC/RTT a f in Building components croup lima.snail net fa.ponaible for any de„ 02/29/2016 sawing,any failure to Wild tilt truss In conformance with ANSI/TO1 1.er roe handling.shipping. w AN ITW COMOANY 1rotalletion.braying of Crceaa.. OREGON A.**I en fhl.draelrq or*over plop l isthg Ohl%drwlfqB Nelloot.e adwptoa.of pafmlenel enpineerinR sr TOT.LD. 45.0 PSF SEQN- 249424 reepvrlbllily oololy for thlo dwtgn lois.. 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Deflection meets L/180, , 0,< ‘.(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increas' TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 23.64 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 24.09 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. 1 II W1 0.37 3X5--- 1.5X4 III 3X5-=- 4X5= W11 5X7= 4-6-0 5X7= 3X5-- - 4-6-0 2-3-14 • 4-31..0.-0 i 3X511 3X10= 3X5= 3X10= 6X6= — 3X5M 6,.14 7„15 1 -l_ 4-1-14 4-10-0 4-10-0 4-10-0 4-0-7 1 4-8-0 '� 4-10-0 is 4-10-0 ,yI 4-10-0 }L` 4-5-1 0 1-71 2 24-1-2 Over 2 Supports :3I R=1191 U=443 W=5.5" R=1069 U=448 W=5.5" RL=383/-336 Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. Wave FT/RT=2%(096)/4(0) 15.02.00 3+-="` OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 5032357-;,118 "WARNING,ie DEM AID FOLIA ALL NmES ON UM DIMING' �� E 825 N 4 Ave,ComelluS 0 97113 eeIMPORTANTee FORMAI TM's DRAWING To ALL eennecnes INCLUDING TIE INSTALLERS. g'� `t'1'j TC LL 25.0 PSF REF 87175— 43490 Trusses require extrema care in fabricating,handling.shipping. Installing and bracing.Refer to and follow I� G llV��` �y tM latest column of SCSI (Building Component surety Information. y TPI aM WTCA)for safety practices for V to performing eines functions. Installers snail provide temporary bracing per BC61. gnleea noted otherwise. tU �'83294PE _ _ 10,0 PSF DATE 02/19/16 top chord shell have properly attached structure,sheathing she bottom chord shell have9 TC DL _ n install dparBC "Of': BC DL 10.0 PSF ogle ul ling. orB1 ,Locations epcar applicable. nt lateral feeach fa of mate shell have trawl by I e led r Bcsl DRW CABSR7175 '16050129 A I PO N E sections Sia ella.Sig, as ted trwise.Apply pints to wenn race or Corms one position as mien abW�eM the Iniac Patella.uafeIT rated otherwise.Consonants to drawsnail 166A-2 for standard Plate pa„tla�: 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine.a l of Ubu Building Cho truss rnecon confoouprmance Inc.Ira:.smell not/TP be responsible an ror any d•pi,tlan fYoa this drawing,.nry.failure to build ttw crane in oonforrnoa.,�.AaslnPl /.or For handling. OREGON AR RTW COMR4NY instahietion a bracing of trio-roe. C TOT.LD. 45.0 PSF SEQN- 249426 A rel en Ohl*drwlrlc or ewer papa Ilathig Civic drawing. 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(1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - B21) Top chord 3x4 DF-L #1 120 mph wind, 32.95 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Sot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6. ----- Webs 3x4 DF-L #1 :W1, W11 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180, (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets 1/360 live and L/240 total load. Creep increase TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 23.02 ?1:2j . BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 23.48 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. 1 W1 0.37 3X5= 4X5= W11 5X5- 4-6-0 5X7- 3X5= — 3X5.72 1.5X4111 iI 1 4-6-0 2-3-10 • 31-0-0 3X5 01 3X10= 3X55: 3X10 _ 6X6= 3X5 III 8"14 1.4,71— 4-1-14 pr 4-10-0 < 4-10-0 4-10-0 3-5-6 7'10 2412 4-8-0 4-10-0 4-10-0 `I c 4-10-0 'q` _1_ Il< 3-10-4 2 23-5-12 Over 2 Supports — R=1163 U=433 W=5.5" R=1042 U=439 W=5.5" RL=383/-336 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00 !`:p PIOF4. OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 a*WARN ING I**READ AND foun.Au NOTES ON THIS wm,n t 825 N 4th Ave,Comeltus O 97113 ..INOuRFAN.. FURNISH THIS DRAWING m Au CONTRACTORS INCLUDING off INSTALLERS. , TC LL >� 5 tiv ' 25.0 PSF �,„„I /� tvG EF OREF 07175- 43491 Trusses require extreme care In raaricath ng. ,nipping, Impellng end bracing, Refer co end follow V the latest edition of SCSI (Building Component Safety Information, by Tel and RTGfor I nfety preetleas prier go 118294P@ to perrordh.q thew functions. Installers shell provide temporary bracing per BCSI. Unless retell ochehv.,a. 1Q•V PSF DRW CAUSR7175 TC DL 10 0 PSF DATE 02/19/16 tap chord shall have properly attached structural sheathing one DOCtem Chord,hell novo tt/+ rxg�i eel Ilns. Locations sheen for properly atpwhed BC DL p.rmneny plateal o each l ne of f truss snail Mw bred i.y 550355 lad.e SCSI e Bs, gr r 810, ea�applicable. Apply plata co each rat.of truaa and pe,rolm so,ieen.bofe and oil �l G^ln/ 1e 07175 16050130 A��1]N E the Joint Details,unless ed otherwise. Refer to drawingsptbeA-Z for ote:erd plata positions.n /L9/201 6 BC LL 0.0 PSF CA-ENG PBC/PTT Alpine. a ie a of ITR wilding Co.ponents Croup Inc.she not be reopens..r any a n tram ani. OREGON dr...., any...:lure to build the truss in eenfornence with ANSI/TPI 1.or for hmMll,g. shipping, W AN ITCOMPANY inatalletion a bract,or crosser. 113 ¢ TQT.LD. 45.0 PSF S E N- A . i.1 do Chdrawl., a .r ?Feting pogo Tletithis demon..., Indicate..dptsn.or pr.re.. wNwry v lal angrlwlY 14 t 0" Q 249428 re.pMwlbl I Ity.ol.Iy for Or de.lon Now,. Th.oulllabl l lay one ow of tole drwing roe day e .tnFtu,.1.the st ,A� -- 1351 RovanaCircle r..pa.lblllty.r tn.eglldllq 0.slghwr per 41131/171a. 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Deflection meets L/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 pif at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase•. TC- From 70 plf at 6.94 to 70 pif at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 pif at 22.41 • BC- From 20 pif at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 22.86 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow toads have not been considered. design. i 5X5E 4-6-0 Wt 5X7= 3X5= 0.37 - 3X5--- 1.5X4 Ill 3X5= 4X5= W11 p Mil 4-6-0 li r 2-3-6 1 -_ . }31-0-0 ..L_ 3X5!11 3X70= 3X5= 3X10= 5X7= 3X5 ill 8"14 4-1-14 4-10-0 4-10-0 4-10-0 2-10-5 7"5 2" 2 4-8-0 4-10-0 4-10-0 4-10-0 3-2-14 2"�2 I< 22-10-6 Over 2 Supports R=1135 U=424 W=5.5" R=1015 U=429 W=5.5" RL=383/-337 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.02.00. t . _� OR/-/1/1/-/R/- Scale =.3125"/Ft. Tons ComponentsofOregon 503)357-2118 •VARNIN61ee READ AroFOLIT)RALL NOTES ONTNISMOWING! t45, REF R7175- 43492 825 N 4th Ave,COTuehus OR 97113 ...IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTOR INCLUDING TNF INSTALLERS. g,(�G� (� TC LI 25.Q PSF Trusses rewire extreme sera In febris/ming,handling,snipping, Installing and bracing.Refer to COM follq a the latest ed1tlon of SCSI (Building Conponerrt Safety Information,by TP1 and STCA)for safety practises /� •_ co performing these functions. Installers snailPrior y\ provide ng end bo bracing per SCSI. e a pa,qtly attached.. fI/ 632B4PE� DRAW CAUSR7175 9 � TC DL 10 0 PSF cep eras shoal now properly attached acraaearal sheathing and bottom chord ahael have.properly attached (� DATE 02/19/16 v r,gid ceiling. Location shown for permanent lateral restraint of webs shall new bracing Installed per p!si �- BC DL 10,0 PSF 16050131 ,4 �0�� aectlana SS.B7 o as apPlaeab le. Apply Plates to each face of truss and position as shown above and. cl,.Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate poaltlens. 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine,a divitian or ITS Sunning components Groan Inc,shall not be responsible for anydeviation from this drawing. any failure to boil.cho truss in conforaeance with ANS!/TPI 1.or far handling, shipping. AN ITW COMPANY installation A Orating of trusses, OREGON TOT,LD, 45.0 PSF SEQN- 249430 A WI nn this drwip ar baler pap listing able drawing, Inelleatescot.?this Aa of prefanalarl slgirrrIng 13 reeponelbl Illy palely far ens design ahem, The sultabillfy and use of enls tire/Ong for en structure la t/r fe w1Y 14,20 fi 8351 Raana Circle Tonne ens/IIty x the Mending DeeIgmlr per ARI/TPI'I Sae,:, �'M@l1,�A� �® DDR.FAC. 1.15 Sacramento,CA 95820. for aura information a chis Jobe general Testae page and thea.Lap sites, V PP ALPINE:ewr..elPinalts,ao,TPI:a www,tpinat.org;STCA:w,e.abelrtlusery_ea, ke.:aw,ledeere.org SPACING 24.0" mehWS:Ahbn01SJREF- 1V067175Z12 * �owa�vo�urov _ mPoma.'-mmm mm>S.'tN�'d'mm_,mmawN-Pmm.ImmawN�q� � _ "' Q;j w Pmm�ra Ogm"mvl mmm.,.,WWWA'[YiA aam mmO�wlNv�maNmm ro uY aPOPPP� �mwo '"d1-'"'mm owmmmm�N m.Nmm�� Ia �k�SA m Ei! wS'ww-�IWa W 'Iglgmm.:vm mmwaa� -.masa m.nmmmm.,ma�m m,N..S Sn° 1°+ Awro.,.m.N -. gNwOam �S�m m.N,Im� PSwW! 7w1.04 OYmti. I ' , Y =. 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Ca.. i a °,�'.- .��o^ o: 84x§§§848411 ; s4„gs8Ee8�.us 11888$48448 V,M88184san4s _ V,t8§8s..� #s�2ssss44 s .."888844 }§e-nM 44 I xV.Ln88884L [ALPINE][TP1 2001][04][11150B3%/I] [Page 2] i i TRIS EMS PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. iii (1115063X--FREDTEST —BURNHAM—ASH. BLDG #2 -- 12770 SW Ash Ave , "" — 823) Top chord 3x4 OF-L #1 120 mph wind, 32.93 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 -` Webs 3x4 DF-L #1 :W1, W11 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180. / (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 11 TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increas IC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 21.79 BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 22.25 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. W1 0.37 _ 1.5X4 ill 3X5= 4X5= W11 4X5(R)III 4-6-0 5X7= 3X5= 3X5= �I 4-6-0 �e ■ 2-3-3 n..a mn.n.a a —..---- ' fi --31-0-0 t I 3X5 III 3X10= 3X5= 3X10= 5X7- 3X5 III 8-14 4-1-14 4-10-0 4-10-0 4-10-0 2-3-4 7" 2' 2 4-8-0 4-10-0 4-10-0 4-10-0 2-7-8 2''2 t 22-3-0 Over 2 Supports >. R=1106 U=414 W=5.5" R=987 U=419 W=5.5" ' RL=383/-338 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 7.A.Rte OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-'l IB ...WARNING'''.READ AND RUM ALL MOTES ON THIS DRAWING! TC LL 25.0 PSF 825 N 41t k Ave,Cornelius 0)t 97113 'a IT "1e1 THIS°RA"'a'°"L`CONTRACTORS!SCUDDING'ME INSTALLERS, +( i REF R7175- 43493 Trusses require extrema carein fabricating.handling,shipping. installing ut bracing.Refer co and rumor s .tk En a tM latest edition f RCS' (Bild) a SCSI. safety prcatlaes poor `43 2 TC DL 1 0,0 PSF DATE 02/1 9/1 6 o nig eeeee sha Safety ie temporary by mlo pe£SCS for QV to performing tMaa£properly. Instal lstr snail pfwidy ng a.bo tom cho per . Vn lyse prey otherwise. ((J 9 /� top chord shalt have pons shorlywn attached structural latsheeral restraint e tr art of web shah shall law a properly altered i>; BC DL 10,0 PSF DRW CAl1SR7175 16050132 �'i ra rigid ceiling.03. Leaders slppl nor e. O permanent plates)rostra l ft a rets shall May bracing Installed lee par RCS! A LJ- DG NE sections 6Re el or unless as applicable. Apply plates to win ace of ftor for rd pieta as shown and Joint Retells,anleya pt.d otherwise. Refer to drawings,pdA_z f at.ty d Placa positions. 02/29/2016 BC LL 0.0 PSF CA-ENG PBC/PTT Alpena. a diblsien of lTB Badding Ca.ponsnts Erwp Inc,s not be responsible for any a n from n £ailuro c build a truss mrferaance with shell 1. or for handling,ehipping.o OREGON TOT.LD. 45.0 PSF SEAN- 249432 AN ITW COMPANY n>::u stlo a bracing of trusses, A seal an Nis Drawing en moor p.ga listing this dr—lag, I.ldi.Ata..ta.pBanea of prafse.lmwl allple.eringe - — f.apwhom.ibiref sal.ly Par en.design who . Tin.—Itabil ltwooy end gof Mia Grating for any...actors t.got �s�0'14,2° r t� DUR.FAC. 1.15 8351 tIOy9L,CII'de ea.p,n.lbl lisp se Bu f thildo ing .signor per AN51Soo. 2. 1 S2. �v@N Ta`• =. 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[ALPINf][7PI 2007][04][7115063X/1] [Page 2] f r 1 1 1 II 1 I 1 I 1 1 m o N Jr THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , "" - 624) Top chord 3x4 DF-L #1 120 mph wind, 32.92 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.O psf, wind BC DL=6.' Webs 3x4 DF-L #1 :W1, W11 3x6 DF-L #1: psf. Special loads • Li End verticals exposed to wind pressure. Deflection meets L/180., (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets 1/360 live and L/240 total load. Creep increas- TC- From 70 plf at 6.94 to 70 plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 plf at 21.18 • BC- From 20 plf at 0.00 to 20 plf at 19.54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 21.64 required. Wind loads and reactions based on MFRS with additional C&C member Unbalanced snow loads have not been considered. design. I •1 W1 4-6-0 5X7= 3X5= 0,37 3X5=_ 1.5X4III 3X5= 4X5 r= W11 4X5(R) In 1 4-6-0 am N "4111111111111111111411111111111111 z-z-15 01 I INOMMEN _ 3X10= 3X5= 3X10= -x-31-0 -01 3X5 ill 5X7= 3X5 III z Xj2 41 44-1-14-0 sic 4-10-0 4-10-0 4-10-0 6"12 4-10-0 1-8-2 4-10-0 'I` 4-10-0 2-0-2 z' 2 k 21-7-10 Over 2 Supports R=1078 U=405 W=5.5" RL=382/-338 R=960 U=410 W=5,5" Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components ofO egos 503 357-!118 •'WARM INC 1.•REM AM FOLLOW ALL!PIES ow nits DIMING! t� R�FIC LL 25.0 PSF po •ellen TWNr• FORAM THIS DRAM=TO ALL CONTRACTORS MIMICS X°t SSSREF R7175— 43494 825 N 4ti!Ave,Gemellus O 97�13 hit INSTALLERS. T.......r.yulre entrain.tare In fabricating,handling. shipping. Installing and bracing.Refer to and folio. 4, GTN the latest edition or Bo5I((Wilding Component Safety Information,by TPI end.,GI far swf.ty practices prior vi "l� �F,A dZ TC DL 10.0 PSF DATE 02/19/16 to performing those function. Installers shell provide temporary bracing per BOSI. Unless noted otherwise, w 88294PE top chord shall haw properly attached structural sheathing and bottom chord Shell have a properly ottathed ma r rigid cellirg. Leoatlonp anion for permanent lateral re.tralrx of cobs shall new in..,,g Installed per BC51 A .---mP1 N V tootle.R5. 87 s, a,app"Iotherwtion .alio ase..and CA ENG PBC/RTT 133 Applyor plata.to each face of truss and position �'"". BC DL 10 O PSF DRW causR 7s 16050 the 1olnt O.talla,unless rated otherwise. Rarer to drawings 16M-Z War standard plata positions. Alpine,a division or ITN(Wilding Ccoponenta Group/no.shall not no resboroible for any deviation from thin 02/29/2016 BC LL 0.0 PSF — anyfallure to build the truss In oonforwenwe with ANSI/Tpl I.or ror handling, shipping. AN 1TW COMIY,lW inot•Iletion a bracing of tr,...e.. OREGON SEAN— 249434 . ANgon sfWA drwlhg.r..mer pp.!Pellet this Arming. I elle te*.eo.pemens of pref..elerol•fgihs.rlro a TOT.LD.LD. 45.0 PSF q solely for the design enemy. The meltability and use or this drwing fpr cry.enlotore I.Lb. 1t r po.namlllty or the building Cosigner per ANSI/lel 1 sam.2. ;► Ta 0 DDR.FAC. 1.15 8351 RovanaCircle If Ta Saa mmto,CA95B28 For more information s Is fob's general note*peg•and these cab shoe: �8� ` ALPINE:ww,.alpinelt..ewm;TPI:wwr.tpinet,erg:RTCA:eaw.sbcineuscry,aom: ICC:w y.loasafe.org a� a SPACING 24.0" JREF— 1 V0B71 7 521 2 i mmWNaWWW WwN��,00.v�el t'mm u'�,�m.W+mu+.won"mWwi WNtanW:Woaw m�Wi.Wm.."Wam'wmw'-a.i-WWwW1om1,'w�muw�manm°. '4am�a8amV ?' 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S§ „8:::8 . nKO88m8.� I MvuBSSSuu 8.^88884X � I aehoc .i8,-,_188V,.!uuiu . y x t'''t t I x � } { 1 f I t I I I l 1�I ; 9 I -- s [a e6edl [I/X£905ut7[997[LOOZ wfl[3xid1v] THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - 825) Top chord 3x4 DF-L #1 120 mph wind, 32.91 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP 8, wind TC DL=6.O psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W11 3x6 OF-L #1; psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180.( (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increase• TC- From 70 plf at 6.94 to 7D plf at 16.44 factor for dead load is 1.50. TC- From 70 plf at 16.44 to 70 pIf at 20.56 BC- From 20 plf at 0.00 to 20 plf at 19,54 Snow loading based on an unobstructed roof. Complete drainage BC- From 20 plf at 19.54 to 20 plf at 21.02 required. Wind loads and reactions based on MWFRS with additional C&C member Unbalanced snow loads have not been considered. design. r t W1 0.37 1.5X4 III 3X5= 4X5= W11 4X5(R) III 4-6-0 5X7= 3X5= 3X5= W 4-6-0 .. TIC 1 2-2-11 MIME ____ __ 4_31-0-0 3X10= 3X5= 3X12= 5X5= 3X5 III 3X5 III 8"14 4-1-14 4-10-0 4-10-0 4-10-0 ,1c 0-15, 6 2 4-8-0 4-10-0 4-10-0 4-10-0 1-4-122E2 Lr~` 21-0-4 Over 2 Supports al R=1050 U=395 W=5.5" R=933 U=400 W=5.5" RL=382/-339 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.02.00„ ,ICIPlEIfi� OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)3571118 **WARNING!**READ AIM muALL NBIES ON TMis DRAWING! S'mum TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 471 l3 **I ** MIAOW IDIS MAIM TD ALL DOIMIALTeRs INa'nit,e TMA INSTALLER”. ��lb �aG PI F�� Z dREF R7175- 43495 Trusses require eatreen care!n fabricating. handling.shipping. nrstalling and brae hy.Refer to and fellow 1a TC DL 10.0 PSF DATE 02/19/16 the,.test edition of ecsI (Rol!ding cenrenato Safety Information.by TPI and MR)Tor saraty phaCei ss prior Is 83294P8 to perrerd lag these n.r:tions. Installers snail previae conporen-y bracing Per BDe I. unless noted otherwise. ... top chord shell have properly detached structural sheath!g and bottom chord shell haw a Properly attached r'"` BC DL 10.0 PSF DRW CAUSR7175 16050134 rigid telling, Location.shown for parhanwrt lateral restraint or sees shall naw bracing installed Per Bcs1 _ .. Sett...BS.e7 or 1110.as+PP...10f Moly Plates to each race of crass tied pesiuen as shown above and On i.,— the JoInt Details, unless anted otherwise. Refer to drawing.IeoA_z for standard piety positions. 02/29/2016 BC IL 0.0 PSF CA—ENG PBC/RTT Ar.__, ...N11 AIN.,n dlwslo!or Inc Building COW...croup fns.sea„ responsible for any deviat.on from u,s Orme/fug.any failure to build the truss !n conroraonoa.nth anS1/17lei. or far handling,anr.Plnn. OREGON - AN ITWCOMPANVY inatailat,on a breci,g or trusses. *A A'L d. C TOT.LD. 45.0 PSF SEQN- 249436 A.0.1.n MI.d.aOiq AP Oyler pad I Inter tris eIr..Irq. MIN:at...enpsan»of pr.faatSIrl rclw.rinv 4. LY 14.20e. emsos—IbIllty solely far the weigh Nee,. 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C m�osKOo0 raDq"o V0• Tlxmp w �o0w rN0""0r e0rwi,xrw�2 CW OOmomOma rqqrrrqrr7Xrrr,7Irqur rrr rrtqr KKrr 'lr^- rrr �,7 TE.555i1714. ^W7^55,owKwK ^^^G +tFTP ^ 77^ Y +µ N . 80,w PF4 Z `__ Kj _^ j OWp wQ} sgO45jg. 858`84` 8 .n. 885§" x8 , x4888in5C. 8-`t8Aspn µs;srt 8 %888SW VBSoo2�M 4 4 (frA ' • [ALPINE][TPI 2007][134][11150133%/x] [Page 2] f b 1 �I 4 �I 4 4 1 1 h 's E N l JI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063X--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - B26) s Top chord 3x4 DF-L #1 120 mph wind, 32.90 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, CAT II, EXP B, wind TC DL=6.O psf, wind BC DL=6.0 Webs 3x4 DF-L #1 :W1, W9 3x6 DF-L #1: psf. Special loads End verticals exposed to wind pressure. Deflection meets 1/180. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) * "! > TC- From 118 plf at 0.46 to 70 ptf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increas: IC- From 70 plf at 6.94 to 70 plf at 19.95 factor for dead load is 1.50. ' BC- From 20 plf at 0.00 to 20 plf at 14.56 , BC- From 20 plf at 14.56 to 20 plf at 20.41 Snow loading based on an unobstructed roof. Complete drainage required. Wind loads and reactions based on MWFRS with additional C&C member design. Unbalanced snow loads have not been considered. • W1a 37 W9 5X7m 1.5X4 III 4-6-0 5X7= 3X5= 3X5= -- 1r' 4-6-0 IMI 2-2-8 4_31-0-0 i RI 3X10= 3X5= 6X10 3X5 IN 3X5 14i- 4-1-14 'Ic 4-10-0 c 4-10-0 5-1-5 IB"1 2I_' 2 4-8-0 4-10-0 I 4-10-0 1- 5-7-6 -21-12 I- 20-4-14 Over 2 Supports }1 R=1022 U=386 W=5.5" R=906 U=391 W=5.5" RL=382/-340 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/.•fARNINGI**aFAOA1roTo�lA1lAUNmsR=2%(0%)nus /4(0) 15.02.00 /"-. P -i... OR/-11/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-_l18 ,el T e, REMAIN THIS DRAWING TO ALL CONTRACTORS INa1DlNC TRE INSTALLERS. g 1 / TC LL 25.0 PSF REF 87175- 43496 825N4thAve,ComelmsO>t97113 Truss..require eeni .ern in febrIneting,handling,shipping, Installingand bracing.Refer to and roll.. C9� 46. 13 NE�41 I. the latest edition or BCS- (Bo!Icing C rg .orsht Safetyov Information,by iPift-i.Shall per all Unless notal aachedotherwise, Qi . �, >' 02/19 16 tap deed snarl have properly',tee Ma ran structural rs!restraint .n.of ternweb al atoll have a properly attached BC DL 10 0 PSF DRW CAUSR7175 16050135 rigid ceiling, Locations for ...none lacers!o.a ..feed of tete snail have bracing hownF bo per deol A O N FE tsectionsJoint 83.B]or unless as noted Otherwise. Apply plates to ling fan.of torts cacti rdpositionts as tn above and on tAl,slot Details,rola.. moult ptter.l... tsrartde.r ha,Knot:ca standard plat.any inti 02/29/2016 BC LL 0,0 PSF CA-ENG PBC/RTT Alpine,a division or Illfbu Bvith log eonT.con erwp Inc.snarl not be responsible far try hipping. from this --- drawing.any...urn to build t+e.tress!n ronrprex.r,re with AASI]TPI 1.or For handling,shipping. OREGON — AN lTW COMPANY instal I,uon a er.ung or truxsas. °'b ® TOT.LD. 45 n 0 PSF SEQN- 249438 . A end en title ar.Wlp er aster pp listing this greying. indicates ea sptnae of professional engineering —Lir 14,20 — r..pmalbllley solely Tar tin design shown. 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Deflection meets L/180.( (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 118 plf at 0.46 to 70 plf at 6.94 Deflection meets L/360 live and L/240 total load. Creep increa' 11!'' TC- From 70 plf at 6.94 to 70 plf at 19.33 factor for dead load is 1.50. BC- From 20 plf at 0.00 to 20 plf at 19.79 Snow loading based on an unobstructed roof. Complete drainage Wind loads and reactions based on MWFRS with additional C&C member required. design. Unbalanced snow loads have not been considered. • r p W10.37 1.5X4 III W9 5X5= 4-6-0 5X7= 3X5= 3X5= 4-6-0 2-2-4 11-0-0 ' ^ 3X10= 3X5= 3X12-=- 3X5 X12=3X5 III 3X5111 8"14 . 4-1-14 4-10-0 4-10-0 4-6-5 -.1,8"Z4 2' 2 4-8-0 4-10-0 4-10-0 5-0-0 2'12 k 19-9-8 Over 2 Supports R=994 U=376 W=5.5" R=879 U=382 W=5.5" RL-382/-340 . Design Crit: CUSTOM/TPI-2007(STO) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00 p• tA OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon 1503)35V-118 ••1ARNIM r••DEAD AND FOLLOW Ati NOTES ON IRIS ORAWING1 ( Af "l1 B t1 1 ••1�ORrwt• FURNISH IRIS.AWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 43497 825N4t Ave,Cornelius OR 97 13 Trusses engulf.extra.,care In fabricating,handling,shipping, installing and beating.Refer to a.follow Vey �G1N�F O the latest edition of SCSI (Bu,1UIng Cwponant Safety Informatlmn.by TPI and MEGA)for Safety nractites prior Il, ''&92B,4P R y TC DL 10.0 PSF DATE 02/19/16 to performing these functions. In.tatlers shall provide temporary breed.per!CSI. Bnless noted otherwise. W 9 top Chore Shell have properly attached structural sheathing and bottom chord shall hays a properly acteched �•se— rigid ceiling. Locatioshown for permanent lateral restraint of wens*hall haae bracing, bead par SCSIpermanentBC DL 10.0 PSF DRW CAUSR7175 16050136 n sections e3.87 Or B10, as applicable. Apply plates to each race or truss and position as shown above and do AiO U^ I E the Join Details,unleae noted otherwise. Refer to drawings 1B0A_z for standar,plata position.. 02!29/20)6 ' \SII Alpine,a division of!Ise Building Components Crop inc.She,'not be reaponenbla for any a ,,Cosi from this BC LL 0.0 PSF CA-ENG PBC/STT drawing,any failure to build the truss,n Canforwrca with ARSH/TPI 1,or or handling, shipping. OREGON AN1TWCOMPOthrY irateitetionbbracingorCrus.... .p TOT.LD. 45.0 PSF SUN- 249440 A semi eh this drwI or weer pees nmthhlg*Ale awing. IRdI ..newton**Of professional mgilNmri �L O� • raapenelblllty p1.ty!be thlw d..eyn lawn. The edltabirrey and dao of Ehlo droollq for m.swotur•I"pelma da Y�4'L! R351 Rev sCirclo reapmNIbllld of the Building**signer per ANSI/TPI 1 See.0. 8$e fl Tai DUR.FAC. 1.15 Secr,nento,CA I5A2A for mere Information see tine Job's general notes page and chess et.sites: 1 0 �SPAC!NG 24.0" JREF- 1 VOB71 7521 2 ALPINE:www.alpineltm.eom:TPI:wwo.tpinst.org:wrCA:www.sbelnaustry.tem; ICC:eaw.loesare.org RENENFS:S/70/1016 1)1 2Nto,1C,: awN=rpmm.fmn.wN oa moo ..q.r ;A?.. �.w ?y.?7xmp?m r,pr WR PP m..,1t222,n»....7,vmNgmPwmm w2 e mr.'o.'°ma,m'.a nwmmPOd000'i w ,181 x wwNox m o'O22m �mNx'2m'.3'-N.��i �� mwwo..+r..fmAPP..fmmmmmymommmwoS.°x "'""'""'"'S '-"'-'"2:'"22 -1.":= 2"-"'S 8" W22X 8S mmOaamPmwmmNautQn fmifmmmmmm wOv,.+i.°n mmamvmvwNOnwaro mOmNf$owf+WONmmWtimNvmO��+++'uwim�n3 +° OW % yX O O O O O O O O O O O g O A v00iP m � O Ww22,m 22228ar zuf 12p. 0p. 2o. pp po No md 0d+p up 0O 2d 20 Z0 S20 p O.frmp ra O+ H .....+- +. .err AAN�r°I r�i .°I000OO00000000gO000Qm 0 00000 0 000000 0 on 'Dog°;52,GomrN.f:mmo= om "'8 P° 2222222 2222222 $$,Q,`�f'-4.9iop -9lTTi zzszzsaaogog000OQ0000ppddopN ;u opp w>2wNN�4 40a6 �Omqw�mesa- W f='_ c�i4f�i mm.fvJf m0 W - #####}}}.p}}}}m 2 22222 2 2 2222222 2 2$ IPP 0 0 0 0 0 PP PP Pm fq q q,qT T O g q 4%71 T T q O q q 0 0 0 0 0 mN u. w fNm q TT�TTTTTm ..3 SS 'fh'�iN..mm tiN�:m� 8E 8�f � �� - CCm cc ccc CC �� 2xwxf2aN2m Nor21'..S m}##}#####a#}####}}##} }}}}° $"° wm mmmmm N.,, mNgwmm mm m m P. ..PPP -. .-pdoo 00 pa n 89 Ow,882 22 8-6'8424 2N 8„ m OOOOOODOfN+.W Wvmmpmmy m2 �mN` mN �bmN� N2 R42 rom 88888888t;1' 8888888898 u . pdfdppdpffdpf popepp. ppfo mmm�o�m� � 3000000000000ggo' c v M P,2,9g81 f AN, f : 000i00qp: mm: pr A NNNrt ____-O0$0008..vmvmv0 8 ZeIZS foot o0o foot fpDp 00000fdofo ffffff . rssaoo o_oo[v vrorovT umi NUNN$ f mSi f f mfmONw f 1 $ r . . . f f f f AQ�'�,a 9'G9g�Fa Kim'E¢D.n ne v A 1t�� D yy Wm i ;; f . f 6 $. 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TC- From 144 plf at 0.46 to 86 plf at 9.80 Use equal spacing between rows and stagger nails TC- From 100 pIf at 9.80 to 100 plf at 10.05 in each row to avoid splitting, s TC- From 86 plf at 10.05 to 144 plf at 19.15 .11/1 ") BC- From 20 plf at 0.00 to 20 per at 19.61 (") 1 plate(s) require special positioning. Refer to scaled plate BC- 450.00 lb Conc. Load at 6.39, 7.30, 8.05, 8.68 plot details for special positioning requirements. 9.18, 9.55, 9.80,10.05,10,43,10.93,11.55,12.30,13.22 7 ft mean hg t,loads and reactions based on MNFRS with additional C&C member design. r000f,0 pCATiII, EXP 88, wind IC DL=6AOCE f,7-0w, CLOSED0 =6.0g, Located anywhere In psf, weld BC DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. W1 0.37 W17 4-6-0 H0615=-=- 4X8= — 3X5= 1.5X481 5X5(R) M 4X8= �_ 4X5= —. 4X5—T_i ii— ______________.— �_.�.�__—_—_ 4-6-0 r \ /�/ 6X10= 2-1-15 +31-0-0 SS0514 s 4X8= 4X5= 4X8= 5X5= 4X8= 4X12 3X10(**) III 3X10 III 1" 4-0-4 1-4-15 1-8-0 1-9-0 1-9-0 1-8-0 1-9-2 3-10-12 a"13 2' z 4-8-15 1-4-15 1-8-0 1-9-0 1-9-0 1-8-0 1-9-2 4-4-13 2'-2 1-< 19-7-5 Over 2 Supports R=4194 U=1898 W=5.5" R=4190 U-1895 W=5.75" RL=378/-339 PIT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: CUSTOM/TPI-2007(STD) 6 PR. ,4,Wave FT/RT=2%(0%)/4(0) 15.02.0. Q'* .Fl�S,9 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOregon (5113)357-1118 •• INGI••woo mm IG T5 All Nurac Mt nils mminal ' TC LL 825 N 4th Ave,Cornelius OR 97111 ••IMGRANT•• ftlINIS I'rola MAIM To ALL mllnmctoas IICLUD/la THE IILSTALLEAS. v� %)6(3"4,4.� OZ 25.0 PSF REF R7175- 72772 Trusses require extreme c In fabricating,handling,shipping, metalling and bracing.Rorer to and foliwe 19676 tem letsat edttien of netsSCSI merle, Ince Cooroireintasha safety Ie tempos°n, by TPI per Kea>Mi rpt safety ted other error � TC DL 10.0 PSF DATE 03/28/1 6 to performing Hasa Tunecle„a. Inxtallers shell provide aside temporary anteing per eC51. Unless noted otherwise, • , _ top chords ll have properly attached striatturar sheathing and bottom chord Marl have a property eats.. regia ailing. Locations shoot,few'ornament lateral rest alnt of webs shall nota bracing installed per BCS! BC DL 10.0 PSF DRW CAUSR7175 16088022 �� !� .tions 83,87 or ben, as applicable. apply plates to each fame of truss and poettlon es shown above end on dal' Al ..E.1011.5 eJoint oetelle,unl es noted°shanties. Refer to drawings 1604-Z for standard plate Posttlons. A 28 6 �.1 alpine,a division oft,ITV gelding Components!seep Inc. shall not be responsible for any deviptian free this BC LL 0.0 PSF CA-ENG GWH/GWH drawing,any failure to build the truss In tonfareence with 4wsl/TPI 1,or for availing, snipping, /� OREGON AN ITW COMAsNY InateIletIon A braeeng of trusses. Yf ,g. TOT.1_D. 45.0 PSF SEQN- A...i oe salo craning a'®car pow lletiq thio 6rfmlp, Iedldem.a.mspA l .of pr.f..el.fvl M,UItl4eri T .ueA y_ 251013 w.pgvibl I Ity..I.ly for the/doolon mhown. 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O OGuwi y�yy y §-; :;-§--uuuC .N.� ..." .. � ,+ � , 9 .. # a e � 8 rt -:) [ALPINE][TPI 2005][C6j[45175/I] [Page 2] -45 PLP 4 0.5 to -45 s 0.5 L [y-35.51[100%1 -45 ALF• 19.6 to -45 a 19.6 L[y.35.5)[100%] -50 PLF•19.2 to -50 s 19.2 L [y=35.51[100%1 12 PLF s 0.0 to 12 s 19.6[y=26.0][ 0%1 el -50 PLP s 0-5 to -50 a 19.2 L [y33.01[100%1 w [CSC ASCE Bird Lt--][OC 24 00][OF 1.60]([4U 2] or -- ,`� Repetitive Factors Used: Yes 8 PLF 4 0.0 to 8•19.6[y.31.0](1005] 12 PLP s 0.5 to 12 s 3.5 [y=36.5][ 051 -50 PLF 4 3.5 to -50 4 19.2 L[y=33-1][11105] \\ 12 PLF 4 3.5 to 12 s 19.2 [y=36.5][ 0%] 45 PLP 0 0.0 to 45 0 0.0 L(y.35.5)(100%) j 50 PLP s 0.6 to 50• 0.5 L(y-35.51[10011J II 63 PLF•19.6 to 63 s 19.6 L[y=35.S][100%] 45 PLP•19.2 to 45 s 19.2 L[y:35.51(100%) 12 PLF s 0.0 to 12 4 19.6[y.26.0][ 0%] -50 PLF a 0.5 to -50 s 3.5 L[y=32.6][100%] [CSC ASCE Wind Rt--][OC 24 001[DF 1.60][0 2] Repetitive Factors Used: Yes 6 PLF s 0.0 to 3•19.6 D.31.0][100%] 12 PLF 4 0.5 to 12 s 16.2 [y=36.5][ D%] -50 PLF s 16.2 to -50•19.2 L[y^23.11(190%j 12 PIP•16.2 to 12 0 19.2 [y39.0][ 0%] -63 PLP• 0.0 to -63 s 0.0 L(y-35.5][100%] -45 PLF s 0.5 to -45• 0.5 L[y:35.S][100%1 --SO PLF s 19.2 to -45 s 19.2 L[y=35.5](100%] �m -SO PLF s 19.2 to -50•19.2 L [y=35.5](100%) -50 PLF s-0.5 to 50 o-62(3-26.01(3. ] 1C0 -50 PLF- 0.5 to -50 s 16.2 L[y=33.0][100%] \ I \ \e N I 1 1 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- , es - Dl) Top chord 3x4 DF-L #1 120 mph wind, 33.07 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 :W4 3x6 DF-L #1: DL=6.0 psf. • Special loads Right end vertical exposed to wind pressure. Deflection meets L/180 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) • TC- From 84 plf at 0.00 to 144 ply at 5.23 Right cantilever is exposed to wind BC- From 20 plf at 0.00 to 20 plf at 5.23 .F.D\ . PL- 260.00 lb Conc, Load at ( 5.65,30,34) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. 0.36 1.5X45-2-0 111 3X5= W4 1 i "' 3X3=-=- 1-11-15 X3-1-11-15 2-1-13 L. —AllggillgIIIIIIIIII L : 1l 431-0-0 •, 3X5(R) III • 1.5X4 III r 3X3= 11-1-6›.1 1"12 • f1` 4-2-6 >14 1-4-2H 5-8-4 Over 2 Supports R=192 U=90 R=780 U=112 W=5.5" RL=154/-97 Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1L. p QTY:1 OR/-/1/-/-/R/- Scale =.5“/Ft. I or Oregon1503)357-Pt •• 1N61”mop MO FOLLOW ALL IDT S a TM15 gNANlllgl 4� 25.0 PSF R7175- 72773 ••1Wwt rANT.• FORUM THIS pwINN TO ALL mnnu:TaRS 11.011111 m INSTN.LENS. 't TC IL 825 N 4th Ave,CorneLtLc OR 97113REF Trus.*require extreme re In res+cat mg,bevel Inc, .nipping, installing and arae mg.Refer to and Enna. r t,a latest edition of SCSI(Nue wing Component s.fety,nfore.cian ay TPI * arra)for safer w ,/ TC DL 10.0 PSF DATE safety prior f O c to performing these(proper.. Installers structural provide sheath ng a. to brae hood r n11 e a pr b acumen �. 14859 03/28/16 tap chard snail neve proper lY arta..eVacWrl.Oath nig eM tattoo o obeli neve a properly actaclald rigid coaling Locations slow,rs pormonent lateral restraint orNabs shell naw bracing install.d per eCsl nt._�i. BC DL 10.0 PSF DRW CAUSR7175 16088046 AL *.cams ss.NT or 1310.a appiimebl.. APpay places to each r ort and poelalun as Brown above o ALA^ 12 tl.Joint Data ile, unlessnotedov,er..lx. Rorer to drawing*15a-z fora.ranierd plata paeaclona. �1 l� Alpine a<Maisie.of Ile Naa ding foepmn.nt.Groep Inc..nal I na .,pan.Iale r any owlotion from cols BC LL 0.0 PSF CA-ENG CWC/CWC arewi.g,any rel lura co ami ed ON trawls!n cmwnorwanu wl en ANSI/1'pltl,ror for aendling, d1l icing, t r — AN ITN COMPANY Installation a brew Ow of trusses. @ „"' TOT.LD. 45.0 PSF SEAN- 251015 A...1 on thl•drawing or cover pig.(feting this orarlre. 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NNN:IN oaN.+ •..NNmNm., Nyypf lv O.N HOINx 8 r,.rr� -- -g'7177"1^ r.rr.. $ 777 :n R 77.-,,r,--”,r.aR F',7rrr.K- " n «n`I�u " n` p� K ««7""1^ r .."N..7711^ r i««w -• �A"5^,71a^ q :A 47,41,u ' .wn"i.,'mr�m , $ 90;:_ :01',L1 $ 04i." 41,5 g, 4:7114 u a e44413^-2 7 e x§ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MF (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- , ** - 02) "1/1 Top chord 3x4 DF-L #1 120 mph wind, 33.04 ft mean hgt, ASCE 7-10, OPEN CLEAR bldg, Located r _ Bot chord 3x4 OF-L #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 ;W4 3x6 DF-L #1: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/ BO.''''\7:))'' . (Lumber Dur.Fac,=1.15 / Plate Dur.Fac,=1.15) TC- From 70 plf at 0.00 to 70 psf at 0.29 Right cantilever is exposed to wind TC- From 84 plf at 0.29 to 144 plf at 6.76 BC- From 20 pIf at 0.00 to 20 plf at 6.76 Bottom chord checked for 10.00 psf non-concurrent live load, PL- 260.00 lb Conc. Load at ( 7.18,30.34) Deflection meets 1/360 live and L/240 total load. Creep increase Wind loads and reactions based on MFRS with additional C&C member factor for dead load is 1.50. design. r 0.33 3X5= W4 1.5X4111 11 1 _..�_.--- —� mill 3X3= 5-2-0 1-11-5 �– 2-1-9 11 ■ i L■ ■ II 31-0-0 3X5(R) III ` 1.5X4111 3X3 - Ll-1-6aJ X3=L1-1-6aJ 1-12 fr 5-8-12 1,k 1-4-2—: is 7-2-10 Over 2 Supports H R=287 U=99 R=866 U=99 W=5.5" RL=155/-97 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. R ' BROF Y:1 OR/-/1/1/-/R/- Scale =.5'i/Ft. Truss Components of Oregon +,503 3572_118 •W4YRiIMGo••READ tau FOLLOW ALL Mans ON 1INS mIWINGIREF R7175— 72774 7 •'IWaRFAR•• FRSs Ilk ISIS DRAWING 10 ALL CONTPAclaal INCLaa111a TIE INSTALLERS. S 825 4th Ave.Cornelius OR 97113 . TC LL25.0 PSF Trusses rewire extreme re In rabrienting.handling.shipping. Installing end braving.Serer to nne fallow 4. 9 TC DL 10.0 PSF Cw latest edition er BCS1 (Building Component Safety tnrormetian,by TPI and WFG)for safety practices ler v 14659 o perrorsirg those flyotlens, Installers shell provide temporary bracing per SCSI. Unless neted sthenias, rrDATE 03/28/1 6 cop chord shall have properly'Reece*.structural sheethfro and bottom chord shell have a pro{nrty etteched s BC DL 10.0 PSF rigid ceiling. Lacanian shown for permanent latera reetrelnt of wan shall have bracing lnsteiled per gni -.SDRW CAUSR717s 16088047 A 11 '�^ ...ethane BB. BT or pig,as appllcehle. Apply platen each fae:n of truss next position es sheen above end on u.u« A _{I'LIII �J the Joint Details. unease noted otherwise. Refer to drawings 166A-Z[Or atenderd plate positions. BC LL 0.0 PSF CA ENG CWC/CWC 1 Alpine.a division or IN Building Components Group Inc. shall not be responsible nor any dnylot ion from this +�-e^e drewlng,any felhoe to solid the tress In cenformanee with ANSUTPI t,or for handling. shipping. �/ - AN D"W COMPANY Inslalletlon A erecing of trusses rEw 5x9p.fS w A.sal en this dewing or says page listing this ah..itq, lltdle.t...os.pbna..r prehs.I*.,.l Agri/A,Iic '' C,7m.1g S` TOT.1D. 45.0 PSF SEQN- 25101 7 r.spel.lbl l Icy solely ren the Stotts thews. 10w sultabl l Itl ofd son sr this Sr..,, Per any structure I.the �% 11 y/. 8351 Rwtna Circle r.operl.lbifsty.r the Bel Idlne assigns/.p...AInI/rpl 1 teems. ".�Ia qg.C1��' OUR.FAC. 1 15 Sacramento.CA 9512P Far Hera Information t tlaw use Job'sg notes pogo end nnea..b wt.:: Renews-1201)2017 SPACING 24.0" JREF- 1VPB7175Z02ALv1kE:wma.alpnalte.ces:Tel;ww.,thinaaorg;liffCA:.a,abclnd,atry-cam: lee:.w..lro,are.erg 6 =.-6,..........-of 4 v”.eme.o a ^P 7-2 ^ n9 E i Nm io:o:.7,.o to in:,P0006 ad8m =88S'io74N•$88m w "4 mmWmmmm18882. l 8A wot...1NNu1NNC . umv',s,e ggi,,moo3 ,tAl �4.§i gm.Kv B.'.o N 02 u < Oli N N Vopo uOOPOOOC !t . TER 4:8888888 gg 5 m- sg- nAnnOOPP0005 _ yuO OP O P2a g!gg44R8 ,atiPi P m m WW mm C4L• :......0.00. $ uro � �O T 8 P P 00 Ot_ ;,wiil... wvdmmm v 5 'NNNO>u ' POO v d! �i pn $$�;Rtim ,;;; V��.1'� .Pv 888 $ $ mwy .."... ....� ON R sss 21 J� O • bb* 1 WV m 2 -.- _; O. DOF.: != O a R 9 9 10 2 888: 8 8t 22 88,7:32 ^ i Q c: Ca 8288. 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A •' n- A n- �o A n O O O s t 11 A*w O O O s 2_ Sv $� o"� 'vc"Rov OOsA �PmoOS• mDi7oos n�i:000s � i0000s• moos- i°aooOsR '+'�°000R�w�P°' a 999999 av00000er _ 99a90 4r �.9999 999 99 nn n m r 13_,0004:12 ooa ..o<a r� gN N W 9.0 r�... z=000 p0004..4..,% 9 0 0 4 n 0 0 0 u�1 9 R-O N�m«mm>$R wmlSml'Lmmth BaroE=4.mm:. ^ 14x'4 : TifIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- . *. - D3) Top chord 3x4 DF-L #1 120 mph wind, 33.00 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 :W4 3x6 DF-L #1: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/1 . (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) TC- From 84 plf at 0.00 to 144 pif at 7,45 Right cantilever is exposed to wind BC- From 20 plf at 0,00 to 20 plf at 7.45 VIPL- 260,00 lb Conc. Load at ( 7.87,31.00) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MFRS with additional C&C member Deflection meets L/360 live and 1/240 total load. Creep increas design. factor for dead load is 1.50. 0.28 3X5= W4 1.5X4111 ----- 5-2-0 -- 1 _ 3X3= 1-11-0 _____-- _-- 'IL -1;�_�� 2-1-1 H —•----- i i � - MI 31-0-0 • 3X5(R) 11! 1,5X4U1 3X3= 1-41-1-6J 1-12 C r 6-5-1 IIT 1-4-2� l< 7-10-15 Over 2 Supports R=346 U=113 R=913 U=97 W=5.5" RL=156/-98 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. D1BRQ' TY:1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components Cornelius 1R •*taNIMIMCIt-nen AIM FOLIAR w MIS ON S 11 PROM! e� IC LL 25.0 PSF REF R7175-. 72775 825 N 4th Ave,Comehus()1 97113 "I��" PURISM MIS°R"""°7D ALL COMT"w''�'�'m*�INSTALLERS. � Inns.rthe latest equire ewer..rare in febricat hhg,h.dlh.p,shipping. Installingand bracing..error to and fellow ` TC DL 10.0 Rion or.CSI(Bolide.Component Safety Information, by TPIWen)for safety practices prior y PSF DATE 03/28/16 to parrornlrhp these nave h Nncct lona.ucon l..ztal lora shell prove as t.mrornry preefng par OMi. Unless noted otherwise, top chord Shall have properly inched structural sheathing and betted e.shall a properly attach. rigid ceiling. Leal..shaven for per...lateral restraint of abs shall h bracing Installed per 9CsI BC DL 10.0 PSF DRW CAUSR7175 16088048 Ail 1 EDI N E sxt lois.],el or uni as applrated othee.rwise. e. R plates to each fees of trufor s aendnd rd itionpiece pe zt. above and on II ,L rig Jalnl Potalis, uni.zs rw,twd othehw encs Refer to tlrewings 1.M-Z for standard pined �""- ny doe oat BC LL 0.0 PSF CA-ENG CWC/CWC Alpine,a oar reran of ITA Sul lainp Components Group Inc. s eIr net be ratpensiele nor any amyiacten frau cels p;:.- ON drawing,any failure ce build the tans In conform..with ANSI/TPI 1,cc for handling. selppine, V _ AN ITWCOMA4NY instal ration.bracing of trusses. '4.0.7 dj A sod en tple armoire)or carer peva ll.tlm lei.armoires, Inele.tee semptsnee.r prefessiseel enoh,eerl.g 9/ FC T 19a 6�r\r TOT.1D. 45.0 PSF SEAN- 251019 r spnlblI Icy.si.ly far the emir store, 111e suitability and Ire of Them.reveres ren shy evermore l•the A.".._.�e{�Q '— P351 RmItlzCitk r..peumlIIcy or the Our kiln Irlglrr per AI6I/IPt+z.e.z. 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LAuwtm0u r-t e. �a.,inb.•, inNmvin.r inv Ot . . r�rr,7^ r,7rt-,�vr R + •-,rrr,�5r •p ooucTrrr.�r •n a rrr^.•� TT (((///` '7,IfAT' al ' H77“..7 7 ApUrKV mmii . N 55Vii AAN5^V�� ® ^ NuW yH� t".i." S' Oi6.u..N....Wpt ,v w OagNju�yW YgY ON.'-.4.'.0 •Wi � ai THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED NY•TRUSS MFR, (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- , ew - D4) Top chord 3x4 DF-L #1 120 mph wind, 32.97 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 :W4 3x6 DF-L #1: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/18 . (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 84 plf at 0.00 to 144 plf at 7.80 Right cantilever is exposed to windi/0()( BC- From 20 plf at 0.00 to 20 plf at 7.60 PL- 260.00 lb Conc. Load at ( 6.22,31.00) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets 1/360 live and 1/240 total load. Creep increase design. factor for dead load is 1.50. W4 2X4 III 3X5= 3X3= 1-10-12 2-0-7 L n 431-0-0 3X5(R) Ill ' 1.5X4 III 3X3= Lel-1-61 1"12 rr 6-9-3 -c 1-4-2---,1 [-' 8-3-1 Over 2 Supports • R=370 U=117 R=935 U=96 W=5.5" RL=156/-99 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.02.00.1 .J. QTY:1 OR/-/1/1/-/R/- _ Scale =.5"/Ft. Trues Components of Oregon (5O3�157.21 IB •• I •I••III5 APo 110 TA ALL MATES to S 111 mount 5�. F� TC L1 25.0 PSF REF 87175- 72776 825 N 4th Ave,Cornelius O 97 l3 "Ism' nmRisx nl is IItA�IRO 7p ALL nd001P 0 TI[IMSTALtLl6. require extrema re.n fabricating,handl hp,ehfpping. Installing ontl roc Imo,Rarer to and follow ' '{ o thTry's.. `t lest aalt,eo of BCSI(Bulletins Component Safety Information, by TPI and%ICA)for afety.roto eel prior fso IC DL 10.0 PSF DATE E 03/28/1 6 r. to pClara isng those functions installers shot.provide temporary bracing per 011 Unless noted otherwise evlI T 46 5s�• ,"" cep chord II haw properly attached structural veeethlnr and bottom chord snail have a properly attire.. b..;_' r` BC DL 10.0 P$F Agfa telling, ...Lions shown for poramnet lateral restrain of eels shell have bracing instal,..per BCCIDRW CAUSR71 75 16088049 1 sections B3•BT or R10, ns opal.... Apo,plates to once fees of truss and position as doom aboveand on , 8 /�"_'/A� I Fn� I the/aim Details.unless noted°thane lawRefer to drawings 160A-2 for stalMaro plate positions. uV BC LL 0.0 PSF CA-ENG CWC/CWC u I Alpine,a division or ITP Roe idle.Components Group Ian shall lot be responsible for any deviation rr.en is droning,any failure to butfd the truss In cenfermonce with ANSI/Tpl 1,or for hem,' shlopleg, ••.`. •a AN ITW COMPANY laatnl ration a brach,or trete.. �. TOT.LD.LD, 45,0 PSF SE CN-...1 am tinss alien rl�C y 9 QN- 251021 ng or Saver saga Pitting this dreamy. NWi a..sm.pvfse of.rafNalsld sena rleg C reopen.lbIi its**Isis Tor the amigo.hest. The seifabIlicy me ur of this drsllg Tor any sttuatuf.1.the �.111i4 G��@@ DUR.FAC. 1.15 8351 Rwmia Circle rm.o,.iel l ler M tar eI.P roll.baalpl.r per Alttlln.P 1 sae.B. V Saeremanb,CA 95828 For.pre information tee this Jabs genet..,sates page and these web site.: SPACING 24.0" JREF- 1VPB7175102 ALPINE:esm.a.pineln,coe:Tpl:mwr,cpinst.org:MICA.aw,seelnd,etrs•I:om: ICC:ww,imsMo.erN om,.n„n•171241,647 tomm..W....„.of .?axe. N1.Trl,n'.o7$ ”" 87 10 m n wpm-+�o4wwu.v PN $p $°ar E aW WmwmmWmw000a' " $ ' uwo: o PA 8,2888889828898n onawao' " obx KNm H'wwts8,w2 NN mmn w, . j 77; PE 4o:.�v,�nm ....�..�ii.mg Q�-�$ '�LP'3�$wo��.Wi.O� ai EAN e-.e� 1.99npoi p9p.G1p.papa Poppop S: Wi A Pr 8840 'lx if i100O8888 1%2 qN P .. „2 maa g g a g Na'8x'„u.P.F"m 8,°^.. oro 422 8 8 RRRT es oO00000ln 2 .-- �--4 —6 7 oOc cM j'rP jg• F •i'�:8i oeiv- WI ----' I x N W z w _ azz z � 6im_'.. 'r mx A ---+-- QO Pa o Pm r T� � mmaaaPam ^' 0 88 . 88 8 8 , m .:o,g 1L-i i--rL4LIL k 7'N r mC \� r r X047 0000....... 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Deflection meets L/ 0. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) , 5 TC- From 70 plf at 0.00 to 70 plf at 7.94 Right cantilever is exposed to wind BC- From 20 plf at 0.00 to 20 plf at 7.94 "D PL- 260.00 lb Conc. Load at ( 8.36,30.34) Bottom chord checked for 10.00 psf non-concurrent live load. • Wind loads and reactions based on MWFRS with additional C&C member Deflection meets 1/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. P 1.5X4 III 3X5= W4 T -- -- -- 5-2-0 1 --rte - �] 3X3= 1-10-10 1-11-12 I 1 4_31-0-0 3X5(R) III 1.5X41€I 3X3= 41-1-6.J 1"T2 R'` 6-10-15 4‹ 1_4-2-H F= 8-4-13 Over 2 Supports R=315 U=67 R=703 U=95 W=5,5" RL=156/-100 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00.1 0 QTY:1 OR/-/1/1/-/R/- Scale o.5"/Ft. Truss Components aOrcgoa (503)357-2118 •• LNG1••REM MID FOLLOW Au mum co TRIO 9RAIIINGI �.��'�` ` �F TC IL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I T '• FtP1"I'II eels comma TO"�canNtemrn INCLUDING TE INSTALLERS. REF R7175- 72777 Truce ee require entre.c r. In fatriceting,headline.shipping, installing and bracing Refer to and follow ` "'� . '1. the latest.edition of 9051(el.liaing Cceponent Safety lnternatien, by Tfl end wnest for Safety pratutes prier f4� 1 413 'P' TC DL 10.0 PSF DATE 03/28/16 to parforning then functlens. Installers shall provide temporary bracing par 9Mu 1. Wiesenoted°°chore.», '•� cep cterd shall Neve prepwriy attach.structural sheathing and bottom cnerEµtall have a pr perly ctach.d rive,cellIAA, Locations shown for permanM<lateral restraint of webs weal,have bracing Installed per RCS. to stolons 9a,Sl or RTO,as applicably. Meaty plates to once fete or truss and position aw sinwp ebovc arM 'Jl� All 1��N E tla,Joint Details.unless noted ether.... Refer to Creylrgc,6M-z for,tenUarE aceta poslcl°ns. �—" .0 PSF 16088050 BC LL DL 10DRWcAus{Ra71r7s �y Alpha.,a division of ITV Buildingnems Group lee,Mali rot he BC LL 0.0 PSF CA-ENGCWC/CWC responsible fpr any tlev lac Ion ffan this a„ly , drawing,any failure to Wire tab tr uaa ,n aonrwmnnoo vita AnSi Tal 1,rer far haMllpg, shlpp,ng, AN ITW COMPANY ,°atall.t,°n a Srreal,�ocru=mb ew a9 \v� '' TOT.LD. 45.0 PSF SEAN- 251023 . A soot on this dreolq or weer peso l Istl.g tale droving. indIaatae sassstanoo of prarswloose 1 I ' C,7,1' Les' responsibl l Icy mainly for eta snip,dhow,. Ts Sultan 111ty aro Iona OP this drmainp for any etnanittyra IS tO. {/��],y, IBM linmaCINIc rmapoulbIIley to le.Mil Idles geels,sr per t551f1PI 1 Sp.2. .a'4NW.Q�A� [DEUR.FACS. 1.15 Sacramento,CA 95821 For.are infernoclan a this Job'w apparel notes page and cheap web sic.: E® JPAC I NV 24.0" ALPINE:www.atptneltw.cos,T :svw.tpinst.or9;WTCA:wwa.ebcin.tonry,ten, ICC:woo,ltcsefs,erg Renews:1515112017 JRE L maN •..om mom �^ 10 comm-.�m.,•a uN-•o N• u�m.+ro oumu."J$ o r� �e 8$ wWWWW m0000 f .+ w Nix w; . . ' mbilg.g.8 or o8$A mmo.w5o`m'8$�.r oo�xa - ��+-��--1m-•0000a _ 8.w.•t:1-..gu.•t.w•.Ltt'w,.au.;< € ^x P8 wowwuwmNmmaam APS .NNi.Nlif!l:Mliia'nwi t a v ro o,t E 5.000 " x :5.000000, • yam Ea 68e _ 5$888889 QAC �N brx mnnnpPOQOO Ofd �9 w ooa o on piii:71po;iB.;y 71 o" w a'a$ m m� 2T�. 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N1W.:r ,r 1:,u pm..w v�uN N',N _ pO awmwiW4IMM _ et-m82--,s NWNWNNmN ^NNS-•r+y E m�(n N."-..�-•_ i s.+^4nu•m.•^'�^ r eg-L-�O.rmi--s Yx.mn-ueu^.-,s liggi 1 121 '' _ ii22§ ` � 1^ ^ W „.' q ':f 9 (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- , •• - 06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MER. 1 Top chord 3x4 DF-L #1 120 mph wind. 32.90 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT 11, EXP B, wind TC 01=4.2 psf, wind BC Webs 3x4 OF-L #1 :W4 3x6 OF-L #1: DL=6.0 psf. Special loads to wind Right end vertical (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15} exposedpressure, Deflection meets L/180{ TC- From 84 plf at 0.00 to 144 plf at 8.14 Right cantilever is BC- From 20 plf at 0.00 to 20 plf at 8.14 , exposed to wind PL- 260.00 lb Conc. Load at ( 8.55,30.34) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design, factor for dead load is 1.50. / 2X4 t W4 3X5 1 _ ___ _ _.. - � 5-2-0 1-10-8 1— -- t , — _ — _— r yl --r-i 3X3= -- y— -�'��`f 1-11-1 rte_ L - 31-0-0 3X5(R)Ill • 1.5X4 III 3X3= Li-1-6J 1"12 r1'' 7-1-4 } c 1-4-2—h l< 8-7-2 Over 2 Supports R=393 U=121 R=957 U=95 W=5.5" RL=156/-101 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=27a(O%)/4(0) 15.02.00. 1Bflpt, TY:1 OR/-/1/1/-/R/- TnLcsC.nmponentcofOregon {{503)357-.IES ••MARNINGt••NPJIGwoFOLLOW ALL NOTES 1NIsmRtnNG Scale =.5 /Ft. S25 N 4th Ave.Cornelius OR 97133 ••IRRORTARr•• pu NM MIS=INN 7A ALL CONTRACTORS INCLUDING lee INSTALLERS. j 0( r TC LL 2 Trusses _" 5.0 PSF REF R7175- 72778 the l.ewstred li,eneelrat5l Ralid lfebfabricating.nendlyng,shipping. Instal fang and arecfreq eller[a ng Component safes Information, by TPI d MTCAT for safety practices follow 44 14659�7 TC DL 10.0 PSF DATE 03/28/16 to performing Lose functions. Installers snail provide teeporery bracing Per RCSI. Unless noted e[Mrwite. — ,4001114,. tep herd stall have properly attached structural sheathing end bottom chard shell MVO e properly attached rigid telling. Locations slop.mer e. Applyanent lateral restraint or ewes shell have Mee rag Instellad per on Inn., //e" BC DL 10.0 PSF DR CAUSR7175 16088051 t1 T. see[es 99.87 or RTD,as Applicable. Apply plates to ween rete or truss sad position as ahgen ease and on A 11 ©ii Ni the Joint Details,unless noted otherwise. Refer to dr,pings 1sgA-i for standard pinto positions. 0 PSF CA-ENG lL�,�-=-� Alpine,a division failure to beim cul iding Components p Inc. whorl not be responsible for any deviation from this P;,,:a BC LL 0. CWC/CWC AN ITW COMPANY instonigieti,a brae Inc,to trusses.trues In nm with AAISI/TPS 1,or for n„ndll„g, shipping. ti A..e!on this drimIn0 ar.aver pep.!lethal ale&wine, Inaleet...apepb web w prefONIMel 'p '4.0.7,1%x9 �� TOT.LD, 45.0 PSF SEAN- 251027 responsibility aelety Ter the weals,Omen. Th.wlteen Ity aid we eT ale armoire Ter re etruetsaar.le W ....... -- fl3S3RrnNnaCeck reeppm.I.IIMy dr tea Betiding eeewn.r Per ARNV/TPI I Tbp.t. `�r��91y1$y.CAA- DUR.FAC. 1.15 • Sacramento,CA 95R28 For more Information see thele job's general notes page and these web sites: �t ALPia[:ees•T.Pineite.lne:TPI:"se.tpinst.or0:YMCA:eae.sbclnaes[ry.eoe: ITC:ewe 4ccenre.org Renews:12/3112017 SPACING 24.0" JREF- 1VPB7175202 �a...__awN_or 01."4 ;J on-.mmor N.7 ;1nn �•^ ro u.-4.8.wn.n..an ry " sa - mmmWmmtiNOP4oa AWF ,,, - r .i o� ww ui..�Na000CS O.at .W..A$Pa7;t8 y WmWWmm 88880 ''�" . pO ... -..mm x'x�..�m•n-;..w7i AU POm5iNOOi i5.5 i t..E Ob 8 8 N" "gm' K ro O O O v O O O O a.0 ^K "y � 7,3 w Q 8 288 o' 48888888' 8 . 8t P ^^nHPtl000p T7,1 r m m mP P mS WaO! iiia u.'4'wAmmP "+ oro 0 o mV ;--,=.' ti . Pocon Sp $,Sm' 4 __..7 a m e$ - H J z zz N n- m ??H'..ojNmm ^ ,-_.. 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Special loads Right end vertical exposed to wind pressure. Deflection meets 1/184: i ,i (Lumber Dur.Fac.=1.15 / Plate Dur,Fac.=1.15) TC- From 84 plf at 0.00 to 144 plf at 8.07 Right cantilever is exposed to wind BC- From 20 plf at 0.00 to 20 plf at 8.07 PL- 260.00 lb Conc. Load at ( 8.49,30.34) Bottom chord checked for 10.00 psf non-concurrent live load. Wind toads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead toad is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. F III W4 2X4 3X5- ■ 11 5-2-0 3X3= 1-10-7 mil Iii 11111J11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r ■ W 11 31-0-0 3X5(R) Ill ' ' 1.5X4 III 3X3-=- L1-1-6>i X3=L1-1-6> 1"12 rrc 7-0-7 Sieg 1-4-2-- I8-6-5 Over 2 Supports R=388 U=120 R=953 U=95 W=5.5" RL=155/-102 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT.o2%(O%)/4(0) 15.02.00. 1fr. TY:1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss ComponetiIrhAv,Cornlius 5D71S7-�IIR ...INN MG!"READ tAtAl�tsouBNfALL� byiti TPI gdrfn�i .t°`tpt.MSf.liw ��` `ems TC IL 25.0 PSF REF R7175- 72779 ••IIP0FRANT.• FUMISM THIS ARMING TO ALL CCIONACIONS IMCLADill6 IME IMfTALLE C�` 825 N 4th Ave,Cornelius O 97 t 3 Ns Truss.,require ewtre,s c 1� the latest edition Of BEs,(Build c y prat Prier ` 14659 "*r TC DL 10.0 PSF DATE 03/28/16 to performing these funetlOna. Instal lens she;I g p s noted otherwise, �:: cop Chord shell have properly attached Structure,sheathing and better.chord shell have a preptrly rcta°hM rigid Gelling. Locations shown for permanent lateral restraint of rams shall haw bracing installed *- g p° BM •, ��" BC DL 10.0 PSF DRW cAusR�ns 16088052 sections B3, 07 or 510.as applicable Apply pl.tns to e b position as sheen shove and �+ A �o N adrawings Tape tore. G ! the Joint getalix,unless noted mtM.rwlrai, Refer co drmwlnBs 161M.Z for sta n<Nra plate positions. BC LL Z� i Alpine,a divlelem of ITC Building Conlpbnents group Inc. shell,Qt be reyanalble far ebb dc.,ratIon Oran CPIs _ l'',..'A N 0.0 PSF CA-ENG CWC/CWC droning,eny failure to Wlltl the trim.in conformance"with ANSI/TP1 1,or for handl lag, shipping, AN11-WCOMPANY lista l let inn m brae irg of trusses ry�A FSS s9. �" TOT.LD. 45.0 PSF SEQN-MI on This OpSsing or owe,.pmt.Ilstirl0 this&swing, indissta..ee.planw of pr.fssei.nal Mgihwrllly j/m 1".7 �9 �� 251029 rssperslbl I Iv.01.15 for Am Assign San. the suitability and use sr til*drafting tat airy senators la eh. __... $35!limns Chic fa.palelbl l ley If els III Wien D..Iprar per AASI/t0I 1 5.A.2. �„T/'N W C1�1A4. DUR.FAC. 1.15 $Btrdmcrio,CA 95$211 For more Information sea this Job's general notes Page and these web sites: JREF- 1 VPB71 75202 ALPINE:s,elpinel° m w.en;TPI:www,tples0.erg;W CS:rws..seclndastry-core: ICC:amiasaire.org Renews:1 213 131 112 01 7 SPACING 24.0" C1n if/ r r ----ii- -ass-iii .�iggiwwiiggwi ' 1 Y•we - g. 11�ee "-' §_ g� 8y 1 c,1 Cl ji !!,,,A O' Y 2222 upp '2 uOP u ..uuN •-••-. b b -.7.:7a.: ! ',!:N N 0 1 ';'7 : 4 N .4,„, , 7 7,.'q O ,17.7,M W N °ff/N�• N ""IIk0,'P gM'I Ti'�N '' nt;ml��” 1'D 'MV 0,'N;: �y II Il y"w y u`.'S, TwwuW Y. 1,T'__' . p T T2,.A n " ��+ �+hu'�JJ� n T TJJv 'LL� u JJu" it ip JJuu 2¢ &ewPwq.nmw'KZ ugroo.. tt uw-...---R 7:� 1 1"..77 1wwn,e7.-.- sg G,d>m.mrmmm22 grmrmr,ommgg g>•mrmrmmmal 8mnmmmmm 8rmmmmmmm � meeeeee..e ur roee,e0Uwfo..1 ►..00066o0,... 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O C 1 N..m 4p0 O 000 C ▪ L Q1 O 000000Ilu3V d;r; • R `8888888- (Soo A "'8 J '40000000 n CCoo o I 7 ,uM sK... g ' j .MQOMM .MM..MmM I pp ....,... m .O 881 � 1O-. aY2.,44.,;8a,,..;,;4 Y".�.w '.N.o ,o.a ouoic4 I44a1-- r-0, (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- . .w - D8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS.NffR. Top chord 3x4 DF-L #1 120 mph wind, 32.83 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind 8C Webs 3x4 DF-L #1 :W4 3x6 DF-L #1: DL=6.0 psf. Special loads (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) Right end vertical exposed to wind pressure. Deflection meets 1/18 . TC- From 84 plf at 0.00 to 144 plf at 8.07 Right cantilever is exposed to wind BC- From 20 p1f at 0.00 to 20 plf at 8.07 PL- 260.00 lb Conc. Load at ( 8.49,31.00) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member er Deflection meets 1/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. i 2X4 II W4 3X5= ammil 5-2-0 f — `�r�� 3X3= 1-10-5 �----'-"��~�_—_-- - "__r _ �_.• C II 4_31-0-0 3X5(R) IIlil i I 1.SX4 III 3X3= 110"1OJ 1"12 rr 7-3-4 +1-1-6-3-1 k8-6-6 Over 2 Supports R=418 U=121 R=924 U=92 W=5.5" RL=157/-105 PLT TYP, Wave Design Crit: CUSTOM/TPI-2007(STD) FT/RT=2%(076)/4(0) 15.02.00.1 -- QTY:1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-.1118 e'IMNRRI i.*READ AND pglt.ON ALL NOSES el rues DRAPING! -0,,e. R2S N 4th Ave,Cornehus OR 97313 I T FUM,�I TMls DRtNIM6 m ALL CONTRACTORS tIKJ W lMN THE INSTALLERS. �,rQ, TC LL 25.0 PSF REF R7175- 72780 Trusses rpulre....reap care In fabricating.handl log.shipping, Motel l lag end bracing Refer to end Sol lw him latest edition or SCSI (guiltling Component Safety information. by TPI and WA)roe..slaty practice..prior C; ' TC DL 10.0 PSF to performing masa functions. Installers shall provide ha ` top<herd shell hoe„properly attechet structural she/Aching era temporary bracing per aIil Unless noted otherwise, 1 4659 DATE r WI tall Ing. Locations..hash ler R era bottom chard!hail leve a Pfepor lY atteclmap ‘,.......0 -r 03/28/16 Tr ., ,,e,t B7, In ll,Iso,ee par plet..lto 0th!restraint i°u,,.,nate bracing!nota It opar d on BC DL 10,0 PSF DRW CAUSR7175 16066053` A��11 Nil,- 1 I a otel Icehle Applys end rd Piot. row above/ane © I`VF � tin Joint Details, lass netts othnrwl�, pater o Aramlrgs 18Ct X for stanmrd plate pot ttlane � L drawing. a division or ITN Building Components group Inc, Mei,not bo rospensible for any der let ion from this • _ BC LL 0.0 PSF CA-ENG CWC/CWC AN 11W COMPANY rawin'I lotion failure ilure to build the tn..In conformance.with ANSI/TPI 1,or for handling• shipping, r.,or trusses, pp 9 .•1��, =.s.l Si,this doing r torr pato I Iat,N this dewlap. Orr.*aaaapr.rwe er prafsaalmr,.olfwripp 4''w,,., ' ; TOT.LD. 45.0 PSF SEQN- 251039 Pa-v.1bl l Icy Bololy for V.Origin show, Tr toltlbil Ity ret to at this era.ing Par .tn,otup.Is Ur %(a C,-t 19 �, 1' R351 RIA;m$CmIC r..p°nslb„ity of who cul le,mg D.BIgiwr par ARSIJTPI I hag,=. SrZq�_...... �`15‘, , DUB.FAC. 1.15 Sactammio,CA 9582R For mere inforeatlon see tnie jobs general notes page ane these web sites: t_ /s ALPINE:swe.e,pinalt. ww ,com;TPI;. .tpllnt.org;NTCA;svw,sbolnc stry,com; ICC:Par.hxaMe,org "r. 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Top chord 3x4 DF-L #1 120 mph wind, 32.80 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP 8, wind IC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 :W4 3x6 OF-L #1: DL=6,0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/18 . (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) "D.. 0./ IC- From 88 plf at 0,00 to 144 plf at 7.92 Right cantilever is exposed to wind BC- From 20 plf at 0,00 to 20 plf at 7.92 PL- 260.00 lb Conc. Load at ( 8.34,30.34) Bottom chord checked for 10,00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. 1 3X34 2X4 III 3X5=— C .._ .- ._ --- _ _ mai iI 5 2-0 1-10-3 f1— .__-r�`—� L— ` I1 _4031-0-0 3X5(R) III ' ' 1.5X4 III 3X3= L1-1-65J 1"12 6-10-10 -1` 1-4-2--,,-1 8-4-8 Over 2 Supports R=388 0=124 R=949 0=95 W=5,5" RL=158/-107 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1 QTY:1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 a•MARNiNO!••READ NA MUM ROTES NI r AU. 111/S Bq TMINI ` 825 N 4th Ave,Cornelius OR 97113 "1woRrARr•• FUM ISrR1s e1BByIN6 ro Au 7dITRIG1pR5 1RCLRD1I3 T1E lNarulJEIS, '``HTF TC LL 25.0 PSF REF R7175- 72781 Trusses require escrow,care In fabricating.handling,snipping. Installing d treeing.Newer co OM taboo ate the latest edition of BGS' (Building Component Safety Information,by TPI an MG)for safer practices , to peYrforeina theme functions. inatellera shell provide to rery traria noed otherwise. 0 r TC DL 1 0.0 PSF 3/28/1 6 top chord shell Nova properly attached structural sheath, R par BCS,have rhea.. 1 4s58 DATE D ng settee sherd snail MYe a pinstaly attached .:. r rigid ceiling. or 11,ona shown ref permanent literal orestraint fa of rota doll here bracing sheen*Ne a And f ,"+�'1'�fi%� BC DL 10.0 PSF DRW CAUSR7175 15068054 ,4 LPL] sections Ba, B1 a, BtD,m appi4cwnla. Apply Platen to each face Cf�ru s end position as sheen*Neve nna on Tr�Y�='^ J{L] the Joint Batelle,tones%noted other-else. Refer to drmeengs 16M-Z fersstenderd plate entitle.. Alpine.a division of Int Building Components group Ins. shill not responsible for any deviation from this BC IL 0.0 PSF CA-ENG CWC/CWC drawing, any fellers to build the truss In confor.eoee with ARSI/IPI 1.er for handling, shipping, °r',,:1 AN ITW COMPANY installation a erasing of trusses. q " TOT.LD. 45.0 PSF A W I.n air deseiee r ewer poem IIKIry this dr..Iop, i.e..ta.mepylanea of prprysslowri 9 mF 7 8 SEQN- 251041 ra.pemnbl llty solely for nw beton Wham, The alit linty aim son p{Hsi.dra.lme fur any.torr.le the / ,19 �I: /05!RmanaCy Io rampemtalbl l ley et!M wl Idlnp oe.iprdr per AAsI/TPI T Bmp.o. -.1?-1:14/1CH��a. 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Top chord 3x4 DF-L #1 120 mph wind, 32.76 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Rot chord 3x4 DF-L #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 3x4 DF-L #1 :W4 3x6 DF-L #1: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure, Deflection meets L/18 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.-1.15) ‘ti' P TC- From 84 plf at 0.00 to 144 plf at 7.66 Right cantilever is exposed to wind BC- From 20 off at 0.00 to 20 plf at 7.66 PL- 260.00 lb Conc. Load at ( 8.07,31.00) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and design. L/240 total load, Creep increase factor for dead load is 1.50. • f 2X4111 W4 r .__-____�_ ,_ 3X5=--- 5-2-0 05-2-0 1-10-1 - J_� mill 3X3 • _---- I L.._- 1 !1 7%,.-....on, 31-0-0 3X5(R) III ' ' 1.5X4 ill 3X3 Lel-1-6>i 1"12 rr 6-7-8 j.c 1-4-2--,-I ( 8-1-6 Over 2 Supports :I R=360 U=115 R=926 U=96 W=5.5" RL=159/-110 • Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(016)/4(0) 15.02.00.1 . At QTY:1 OR/-/1/i/--/R/- TrussCom Components of s '•MmFIMGI••REPO ANO Fouag ALL NOTES ON TNIs CAWING' Sea I e =.$"/Ft p 03357-:)tRIC LL 25.0 PSF 825 N 4th Ave,Cornelius 0 97113 ••I •• NUM=nils ING TO ALL CONTSSCIONS INCLINING THE INNOLLLEAS. ,eG9�m h REF R7175- 72782 Tresses require extreme ure In fabricating,hrodling,shipping. blase/l Inn and bracing p„rpr to aha cal lw the latest Ultlen of 841 (Building Cogonent Safety Information, by Tel aha!TCA)Tor safety practices prior ,CF ' TC DL 10.0 PSF DATE 03/28/16 to perfereing these funetlehs. Installers shell provide temporary anteing per SCSI. Linlea,noted othereise, 14859�1 y cap shoed shall haw properly attached structural sheaching and boldin<hord Shell hese a v rigid Cell log. Ldeetlon shun for permanent lateral restraint of b shall have bracing Instarl'ed per hSCSI meekBC DL 10.0 PSF DRW CAUSR7175 16086055 .4 PI]N E tame B1,ai or unless noted other e. R ferplatersto to each rata of fortrusss rdpult:onplate ere shown above and an , 111 f11P Joint petalls, unlpma meted otl.mrw kte. Refer to craw irys luso-2 for standard plate positions. -„ - ine.n d[Anwing�any Iura"ta'b�ia!gilt'„;'"rComponentsn fo e"�a,'":itshall llnPl°�.ra responsible deviation real„this �,�`,'N BC LL 0.0 PSF CA-ENG CWC/CWC AN rrW COMPANY canon en A Prep inn of trusses. Anm , TOT.LD. 45.0 PSF eoµ. i a..ldila dr ing or occas pogo Notiro Min Unwire. l,Mlantas eaaept•car of prefwslerrl o9lns.fi I y C.f 1489 efrd. 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RIR w9mw9oil "9"' qa ;!;,"'";!;,"'"°'i%? w . °"'''"?,V ^ om!.."!. . m ;io-.0x0 oa..�oaooo:�omom o-L-.0808^_ -...Cwomn-J 000:^S56^u6G! 8So°^6^°^8d. oSc000nS5 aB9a^SS6^ 0o^o^So"oo82 ' X"6I:.M.'V'.mmuun 'ww.".mma810 mx 8880, aw.mmemmaa wnt.'.ntmm-n W' ow ..m.e.. ro =+rrasmav-w asavavv.. __ 8 :6;rrKtlz°o "grrXF" V' AAF,rrm•,�m6$X� m rr"'-.'-.z P.. 4'7rrz.-,...e " T. .a 8 ka'iaNX116,in�Wi' ' oz;..WX.axi,,,,a w"a X�..� . r., .g.. r.'Xn.,H O C" u^Mu^^ nmM"rg lm^ g^LT, xxit;_-`, N _ 0al= " Qa ` fid (0216156 TIMBER TECH FRAMING -BIJRNHAM-ASH BLDG #2 -- ** - Q11� TRIS DRG PREPARED FROM COMPUTER INPUT (LOADS a immisiORs) SUBMITTED BY TRUSS MF . Top chord 3x4 DF-L #1 120 mph wind, 32.73 ft mean hgt, ASCE 7-10, OPEN_CLEAR bldg, Located Bot chord 3x4 OF-I_ #1 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 3x4 OF-L #1 :W4 3x6 OF-L #1: DL=6.0 psf. _ Special loads Right end vertical to wind exposed (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) P pressure. Deflection meets L/1 �. J TC- From 84 plf at 0.00 to 144 plf at 7.34 Right cantilever is exposed to wind BC- From 20 plf at 0.00 to 20 plf at 7.34 .' . PL- 260.00 lb Conc. Load at ( 7.76,30.34) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member . design. Deflection meets L/360 live and L/240 total toad. Creep increase factor for dead load is 1.50. r 0.28 W4 1.5X4 III 3X5= 5-2-0 1-9-13 1�.� �.� 3X3= --—� r i 11 LLQ r !ll 31-0-0 KraA 3X5(R) III 1.5X4111 3X3= 41-1-6 .1 1••12 t'"T"' 6-3-11 'f' 1-4-2-no I= 7-9-9 Over 2 Supports R=338 U=111 R=906 U=97 W=5.5' RL=160/-111 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00.1 QTY:1 OR/-/1/1/-/R/- Scale =.5"/Ft, Truss Components of Oregon (503)357-2 i IS ••MRNENGI••READ AMI FOLLOW ALL NOTES MI MIS DRAMS! 1125 N 4111 Ave,CortIC1111S OR 97113 to IIFORmRT•r FURNISH THIS OSA1f1RS TO ALL CONTMG7DRs INOLENIfS Tic INSTALLERS. `�41 TC Tresses require extreme care In rearicatrng,Fondling,shipping, Installing and bracing.Refer to one folies LL 25.0 PSF REF R7175- 727$3 the latest edition of PCS![Auilaing Component Safety Information. by TPI end tIyG) ror safety practices prier C9 ♦ TC DL 10,0 PSF to performing thane functions. Installers sh011 provide tenporory beating per SCSI. Unlessnoted otherwise. Mcrwlw top chord shall have properly attached structural sheathing s• }4858 '9DATE 03/28/16 rigid ceiling. Locations semen for pen/orient lateral restraint bottom,chordshall hew.eruoo,o installed per 0001 ,�' r A�r 'r set loos 9],a>er inn as apo:aeare, APpiy plates to earl,fame or trues end position a•shown above endon BC DL 10.0 PSF DRW CAUSR7175 1 fi0$eos6 1111LLLilir,•�_Jll''7u!' (((` tro Jo,nt pntelra,unless noted otherwise Refer co drawl piste posluo,n ,�''-� Ogen 16M•1 for seandartl Atplpi.a division of Ira Building Components Groep Inc. snail not se responsible for any deviation frt.this BC LL _ fl.D PSF CA-ENG CWC/CWCthe.deeming,Say feller.,to build ttress In ? or ling. shipping, confornpnce nice ANSIPt 1,or fhand AN IT W 4N COMPT rnftalletion A wooing of tresses. • -.:� A sol a,this dromhw ar Fever PON Il*tlfq THIN m'FNIng, IAalp•p•a Seo prAtosaleMI TOT.LD'. 45.fl PSF rompotaIb1I lly..F E ror toe OFFIga*Man. TIN Nlt•bil is Ana bin•of`patis or.:hq row dry tttueeture ha the ', � C•7t 19$g {��"� _ SEAN- 251047 C 5IRt. a,tisk roapeHHNlolIlayx the hal IaVnp BwtRi.r per Aitt/RI,S.a.e. •S'jyd Ne fa{�p@e. OUR.FAC. 1.15 Sacramento,CA 95N28 For,pore Information see thin ion's general nates page and these web sites: • �tfR a V`' ALPINE:eme.enpineicn.een;TPI:wwn.tpinst.org;KG;nobstichndustry.cow ICC:wme.iecsMe.orp SPAC 1 NG 24.0"fl' JREF- 1 VPB7 1 75202 I e f.8......--.1 21.1 ,.,??7mmowNa71 b oP w W-.0000000_, •O 8tl r' moaoo" on; �Nw. +N .. 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Y(..VA j �YYA1KA ^ ^ rz NWU'algi N 8 8f o0u ^'Smm . p[a..sGdm Wli OI +flx Y'7.WO60 .w + THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&OIMENS IONS) SUBMITTED BY TRUSS MFR,- (0216156--TIMBER TECH FRAMING -BURNHAM-ASH BLDG #2 -- ea - 012) Top chord 3x4 OF-L #1 120 mph wind, 32.70 ft mean hgt, ASCE 7-10, OPEN CLEAR bldg, Located Bot chord 3x4 DF-L #1 anywhere in roof, RISK CAT 11, EXP 8, wind IC 01=4.2 psf, wind BC Webs 3x4 OF-L #1 :W4 3x6 OF-L #1: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/1.►, , (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) TC- From 84 plf at 0.00 to 144 plf at 6,51 Right cantilever is exposed to wind BC- From 20 plf at 0.00 to 20 plf at 6.51 PL- 260.00 lb Conc. Load at ( 6.92,30.34) Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets 1/360 live and 1/240 total load, Creep Increase design. factor for dead load is 1.50. 1 0.33 W4 1.5x4 III 3X5= 5-2-0 I ii 1-9-8 __�f 3X3= ii II 01=.44, 3X5(R) 3X5(R) Ill 1.5X4III 3X3-=-- L1-1-6 -1 X3=L1-1-6 -1 1" Tr 5-5-11 a{< 1-4-2---,I It: 6-11-9 Over 2 Supports 7-1 R=278 U=102 R=854 U=101 W=5.5" RL=161/-112 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1, .D ".,OR QTY:1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon //503)357-2118 'o1RN AINOI o e REM rumw Fon ALL tans at ruts DIMIMI ,ft N 4th Ave.C:orneltus 4R 97113 'a l TWOMelilla mu raa Arrw,eloRs iRupiwic u TlP0Tu Ir Bs. '� F IC LL 25.0 PSF Trusses require eAt. e r e In fabricating,handling,shipping. Instal ling and hrooloo Rerwr to and follow �` �� REF 87175- 72784 ted m l�test edition of RCSI Wilding Cobponc Safety Information, by TPI and%TCA)Ter safety practices prier CA,t'/' 14859�` TC DL 10.O PSF DATE 03/28/15 en to perrorning thew!unctions. Instellers shell'provide rMpernry bracing per 8CS3 u.leer noted otherwise. Cr _ �° fop[herd shell have property attached structural eheetthisng and o t�chord shall have a properly attached r !gid fling. tetatlone hahyh for permanent I I eine f webs Shell haw In Installed par"BCSf A� �� 'insertions a3.By or B10.sasnaapplionelo Apply plates to Fresh of truss end position as shown aboverond on ' BC DL 1a'a PSF DRW CAUSR7T75 16088057 oho Joint Detail..unless. ted other-elem. Refer to denwiag.1Bm-z for acinar*plot*pesiciana "'' BC LL 0.0 PSF CA-ENG CWC/CiWC Alpine.a division or ITR Building famponanes creep Inc. well rot be responsible Ier any deviation T this deeming,any failure to build the truss In conformance,with ANSIelal 1,or her handling. shipping, q r TOT.LD. 45.0 PSF SEQN- 251 049 AN ITV COMPANY inetn I a al,aa ng of trusses- Irma.��. t 7f • A.at on'Ale Oman*or mor peso I Iatio,Ohio tlf.lns, Iodises.am.ptenm of preh..lun.,engineering eering "7I,y ser 7,Sg� • responsibility ley Solely for the S.lpi photon. 1M a)Tabll l.2 and N.s of this drawing roe any.eryat,rs It the V �� w G��QQ D€1R.FAC. 1.15 N M Remo Cock r+aam+elal l ley of el,.building Designer per AI SIflPI r B..S. Sacraments.CA 93828 Fer hart.Information Sea this Job's genera,nate.gaga and tn..*men alta.: ...,..._.._..- SPACING 24.0" JREF- 1 VPB ALPINE.w ,nlpineitw.ram:TPI: G www.tpinet.urg;IST ;wwe,sbdhlduatry.can; ICC,wom.tecsSfe.nrg Renews:12131120177175202 r 6 .,...... ....—.-of !1-;.F ,.9rW . mp > " mti " ni -...7 w-OWom.Wmti..b om �v i "N 8k NA mmmmm m,nWO000x aaw a .NNo t, .+ q4 ZJL=:=4.00OO t o t '''''"mo O'w•.S'iwew'am p� W WNmO0OOt1 > O �^ ,1 =tN N• , . t E Pg ,C,1,104.4-4's OVn ymVOwyOAF Nu a _ w w • N ooaa n gooa000 r:W ; am 38$r r 4488$8of $88- "^wR&2 ,73- Ne Tn0b0G0OdO74V o 22 4 T r b ia:s l O o 0 0 0 0 0 0 $u "^ O 00 PF _____________ .4\__________..7 4, . . .. . .T -- 3:3.... .. g " - 7 . mm.na.>0 ito' -tel 0 000 o 8% .,L.p,L,4-, ��' �,.� $88 8 8 ^ 'rri-rr=r=rrm "_^ -N F. � �BtS ............° 8a r_ - • e � �B 2 '3 O . . . . • .A �i s ----9 10 8 888: 8:8'4 r Q `rC OooOnmo'w e eigIV 8888:smds O .Wem . m, Yi , # j' i 17 D. 0O0� 0.0 wuk WITeCOC9 �. 8 : : : 888: 8;8',1 ��n,$3u8&tiM9 .— , : ...: .H... 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Special loads Right end vertical exposed to wind pressure. Deflection meets L/r`:0. (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) '''''") IC- From 84 plf at 0.00 to 144 plf at 4.70 Right cantilever is exposed to wind @ 5 BC- From 20 plf at 0.00 to 20 pif at 4.70 SI PL- 260.00 lb Conc. Load at ( 5.12,31.00) Bottom chord checked for 10.00 psf non-concurrent live load. • Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. 0.35 W4 1.5X4111 3X5= 5-2-0 wiIl 3X3= 1-8-12 ---,---- •_------- I, II �- 11r r 1I 4_31-0-0 3X5(R) HI 1.5X441 3X3= 41-1-6J 1"12 rr: 3-B-1 ..I• 1-4-2—I 5-1-15 Over 2 Supports >{ R=168 U=86 RL=161/-111 R=753 U=123 W=5.5" Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00.1 . - .r• QTY:1 OR/-/1/1/-/R/- Scale =.5"./Ft. Truss Components of-Oregon ((�503)357.2118 e'�txa!••Solo r A)SOWN w.NOTES OW THIS aewsxsl 4' �i' R25N4thAye.Cornehu50it97133 ..impoTANT•• FURNISH1NI!gWiBgSIALLLbITWACICASIICLOOSISTMEINSTALLERS yt TC LL 25.0 PSF REF R7175- 72785 Trumps require*stream are In fabricating•h.ndlhng,shipping, installing and Arxidd defer to end fell... �,t I� • the neteet edition of 1#SI taro Component Safety Information, byTPIoTCA)roe safety',metier..prior `oo TC DL 10.0 PSF DATE 03/28/16 to perfernig these functions. IMteltery shall provide temporary bracing per BC51.oLtllees meted otherwise, -� - { 14659 e •9 top turd shell have properly attached atructurel eheethtno arta [ chord Nall have a properly atx.wned {w rigid belling. Locations show.for permanent lateral restraint w mobs shall haw bracing interned per RCS! BG DL 10.0 PSF DPW CA115R7175 16088058 A 1' [F1J I Y IE sections ea,el e. unless es noted otherwise. applicable. Apply. R perces to wing face of[rues are position a slim above end on — G ,/ LYJ Cgs Joint Batelle. unlmis no<.deWer,,,adefer to drawings,ega_Z for wwndrra piste pw.iclonn BC LL 0 0 PSF CA EN CWC/CWC Alpine,a division of ITB Building Components group Ina. Ment roc bo responsible for any dw{*[ion from this • tuning.any failure to Dalin the truss n conformance with ANSITPI T,or for handling. Nipping. e-4-I AN ITW COMPANY Ineueletnon t bracing of trusses. V A Seel cn!him en im dr...or away p.m IIKI Q Sala drama,. IIdla.taa acceptance Or prefb..l.wl.ngln..rlp 1 FC rtg6°� TOT.LD. 45.0 PSF SEAN- 251051 _ rwn pIbl l rte earely for tow deolpl Shown. mea IYltabllly ma me of thea drawl.fes any Structure le OM WAV13 R35kRmangCLek raaparwibltity of th.Building Deolgn.r par ABBI/1PI t Bar.=, „tP1/41YV.GN�Q DUR.FAC. 1.15 Sacramento,CA 9510 For more hMn. ormation see this gab's newrai notes page and these web sites: SPACING 24.On JREF- 1VPB7175Z02 ALPINE:amw.aipineltx,com:TPI,wew.cpinst.erg,PTCA:e.w.shtendustryoomi ICC:wrw.,teaMe.erg Renews:1273112017 a mita.. ' \ +O b m V +O� O�N� W O j V m m O O.N a � O n --0,2 S aw rOWbmwbmvap 8B rsa :::::::::::! '� ��\ :!!!!!!!!!!!! O�m� �Y.' ...v^: S i pyp 04•+3 a n n7 Or.; Wf - 0 0 0 a 0 0 0 O 0 0 4 ' E .� >m 282TT!]!788'32888' oR a A Wr n awan00000001 aK en O O 00 O ObbA m.baw 8222.8+..0' ." ' m m m gaT ;LI' 8- .a.,-.3 Y Y 22 2 Nm r++ , . •. u 8: 8Z E GG pp,nn p!.p CC CC.p OO aa aa v 2 C \ e 888 8i 8m- '"- .......r r,, ON r Y r 0. 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NN�inrw. 0 Opvm�ivNNNma!', + OVtv.,olq 'o7' 52'7'44'7^. ^ M^uv^o^m E.%-Umn--m i� 2i^'uuu^^•m.. Y' et-Nmm-c-m g eN �} ^a^•.� m: ..e^.68-'.61 s"8^ �"sT.T.T.o ^ u s^^S..00^S ui R7..7.7.nrt.'g_. it a RYY-1,11§ § •.' Fa"'.'. -3•.'+a" `' R§§n.--....P3 §§ .-,..•7''a" t3Nu'-.[ T I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - El) Top chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUIRED I t Bot chord 2x4 DF-L #1&Bet. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :W4, W10 2x4 DF-L Std/Stud: :W7 2x10 DF-L #2: Top Chord: 1 Row 012,00" o.c. Bot Chord: 1 Row 0 6.50" o.c. Special loads Webs : 1 Row 0 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails IC- From 70 plf at -3.88 to 70 plf at 16.98 in each row to avoid splitting. /// TC- From 70 plf at 16.98 to 70 plf at 37.83 BC- From 4 plf at -3.88 to 4 pif at 0.00 120 mph wind, 43.81 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 33.96 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 BC- From 4 plf at 33.96 to 20 plf at 33.96 psf. BC- From 4 plf at 33.96 to 4 plf at 37.83 BC- 6607.00 lb Conc. Load at 16.98 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Unbalanced snow loads have not been considered. The maximum concentrated load is 6607# SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 5X7(R) Ili 3X5= 0.5 - 3X5= 8X8= 8X8= 3X5- - 0.5 3X5= ET- W7 .000000000•00 1-6-8 -�_.�� W4_._- _ (////V//////////////// ////////////////%U/////////////, /2222////7227727////2222///27///7//72m47///////////).7 42-0-0 3X5111 3X5= 3X5= 5X12 3X5 3X5= 3X5111 LE-3-10-8 .-1 L-3-10-8-›.1 gz1.‹ dc }I{ �• 5-6-12 5-8-8 5-8-8 5-8-8 5-8-8 5-6-12 I- 16-11-12 ,I_ 16-11-12 _1 33-11-8 Over 2 Supports R=509 PLF U=223 PLF W=16-11-12 R=94 PLF U=51 PLF W=16-11-12 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY:2 OR/-/1/1/-/R/- Scale =.1875"/Ft. miss Components of Oregon (56.3)357-2118 w.■ARNINGIse McAO ANO FOLLOW ALL ACUS ON THis DIWINCI TC LL 25.0 PSF C 825 N 4th Ave,CO]11e11US OR 971 13 "IMPORTANT" BURNISH THIS ORANnR1 TO ALL CdrtNACTORS INCLLOIRS THE INSTALLERS. REF R7175- 3113 Trusses require oktrone care In fabricating.handling shipping. Installing and bracing.Rorer to and fp,,o,, �`__ 4.1.411%. TC DL 10.0 PSF DATE 12/23/15 the latest edition of BC51 (Building Component Safety Inrnrmatlen, by 71.1 and MCA)roc saroty practices prior r o performing these runotions.tIn Installers shall previa.temporary bracing per SCSI. Unlet noted otherwise, ce U top chord shell nava properly a techad structural shaaching and bottom chord shall have a properly attached ~ BC DL 10.0 PSF rigid coiling. Locations sham) r permanent lateral restraint or wvbz shall Savo bracing installed perSCSI �syDRW CAUSR7175 15357012 scotiOns B3 B7 or B1o•as applicable. Apply plates to each face or trussand position as shown above and an 'f/T`. ' the Joint Dotalls unless noted otherwise. Refer to drawings 160A-2 farstandard plata positions. � BC LL 0.0 PSF CA-ENG PBC/CWC ALP-N Alpha a division of ITN&„IdleComwwwnta Croup Inc,anal)not responsible for easy deviation from this drawing.any railure Ca bond the truss n<on Fordmnoe with ANSI/TP1�. oc for handling, 1.i,.,R ----- ---- • - �, aM1lpp, g s TOT.LD. 45.0 PSF SEQN- 244376 AN RW COMPANY ina[al Rau en y bracing or trusses. "- f'0, s r A*eel eh thin drawing or cover papa lifting thio Crewing, Indicates acceptance or prefeacieeel engineering S3 cC 75 19� Q - responstni l lty solely for the design Mawr. The eeltablIIty and nee er this 4.-n-1 g far any strUotura Is Tho ,_",.1,4.4i,.....00 .. ,Sg ` OUR.FAC.. 1 1 5 8351 RotonaCirclB rsspan.rblllty er eM1e Building g..rglmar per ANSI/TPI 1 sac-2, ��fp 417.�'tT�A FROM DE Mfp - sacr,menlo.CAn5x2x ler mare In£er TPI. hpi o o galore!n age th.aa C.altea: SPACING 24.011 JREF- 1VM07175Z03 ALPINE:wwn.alpincrtw.can. 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O^. $ �Vy.i.'.' b o$^.-.o O1ui.= ^ ro .� ..72==x4' - .y M^..7.. y - 85r7o .T. .`'. _- ^or"-'^^ i0 j .,9 844. . ^ ..”80 -al_g§ gg " :- §§M,n88-§ - ��;---8§-,- ss1*s ; em88-. ;§m „ gx'8ss'd -7,7 88 ^^ x ,w. ��xE§W8 -=, � K� (ALPINE)[TPI 2007)[E12045175/15 [Page 2j 9 PLF a 17,0 to 9 0 34.0 [y-42.01[100%1 Brg,W 1 Ver.R= -28,3 pit'Hor.R. -0.0 p11 Frg.4 2 Ver,R. -34.4 plf Hor.R= -0.0 plf [CRC ASCE Wind Lt-4.110C 24.001(01 1.601[98 2] i3.5 Repetitive Factors Used: No -54 PLF 0 0.0 to -54 a 11.4 L(y=44.01[100%1 12 PLF 0-3.9 to 12• 0,0[y.47.2([ 0%1 -54 PLF 0 20.4 to -54 v 22,6 R[y=44.01[100%] r -54 PLF 0-1.9 to -54 0 0,0 L[y=43.51[100%] +++ 12 ALF 0 0.0 to 12 0 17.0[7=47.2][ 0%3 -54 PLF 2 22.8 to -54 0 37.8 R[y.43.3](100%1 12 PLF 0 17.0 to 12 0 20.4 [y=47.21[ 0%1 -54 PLF 8 11.4 to -54 a 17.0 L[y.44.2][100%1 it '0 12 PLF 0 20.4 to 12 0 37.8 [y.47.7][ O%] -54 PLF 0 17.0 to -54 0 20.4 R(y=44.11[100%1 -9 PLF 2 0.0 to -9 a 17,0[y=42,01[100%] -4 PLF 0 17.0 to -9 0 34.0[y=42.0)[100%] + 12 PLF 0 0.0 to 12•34.0[7.37.01( 0%)- [CRC ASCE Wind Rt-+][OC 24 00][OF 1.601[422 2j Repetitive Factors Used: No ] -54 PLF 0 11.4 to -54 0 13.6 L[y=44.1](100%1 -54 PLF 0 22.6 to -54 0 34,0 R[y=43.51[100%1 12 PLF a-3,9 to 12 0 13.6 [y-47.2]( 0%1 -54 PLF 0 34.0 to -54 0 37.8 R[y=43,31[100%1 12 PLF 2 13.6 to 12 2 17.0(y=47.2]11 0%1 -54 PLF 0 13.8 to -54 a 17,0 L[y.44,21[100%1 12 PLF 0 17.0 to 12 0 14.0(y-47.21L 0%] -541PLF 4-3.9 to -12 0 77,4(x47.21( 1%] r y 12 PLF 0 34.0 to 12•37,8 IY=47.27[ 0%1 1{v,-r`J -54 PLF 0 17.0 to -54 a 22.6 R[y.44.0][100%1 -9 PLF 0 0.0 to -9017,0[y-42.01E100%1 -9 PLF 0 17.0 to -9 0 34.0[y-42.0](100%] 12 PLF 0 0.0 to 12 0 34.0[y=37.01[ 0%1 = (CRC ASCE Wind Lt--1(0C 24 003[DF 1.601[5151 21 Repetitive Factors Used: No -54 PLF 2 0.0 to -54 0 11.4 L[y=44.01[100%3 12 PLF 0-3.9 to 12• 0,0[y_47.2][ 0%] -54 PLF 2 20.4 to -54 0 22.6 R[y-44.03[100%] 11 -54 PLF 0-3.9 to -54 0 0.0 L[7.43.511100%] 12 PLF 0 0,0 to 12 0 17.0[0=47.2]( 0%] -54 PLF 0 22.6 to -54 0 37.8 R[y.43.311100%3 12 PLF 0 17,0 to 12 0 20.4(y.47.21( 0%] -54 PLF 0 11.4 to -54 4 17.0 L(y-44,21[100%1 12 PLF 2 20.4 to 12•37.8(y.47.2)[ 0%] -54 PLF 0 17.0 to -54 0 20.4 R[y=44.1][109%1 9 PLF a 0.0 to 9 0 17,0(y-42.01(100%] 9 PLF 0 17.0 to 9 0 34.0[y=42.0][100%] 12 PLF 4 0.0 to 12 0 34.0[y=37.4}[ 0%1 z [CRC ASCE Wind Rt-- - 1[0C 24.001(31 1.601[NN 2] Repetitive Factors Used, No -54 PLF 0 11.4 to -54 0 13.6 L(y=44.1J[100%1 -54 PLF•22.6 to -54 0 34,0 R[y=43.51[100%] 12 PLF 0-3.9 to 12 0 13,5[y-47.01[ 0%3 -54 PLF 2 34.0 to -54 0 37.8 R[y.43.31[100%] 12 PLF 0 13.6 to 12 0 17.0[y=47.2]1 O%3 -54 PLF 0 13.6 to -54 0 17.0 L(y-44.21[100%] if 12 PLF 0 17.3 to 12 0 34.0[y.47.2][ 0%J -54 PLF 0-3.9 to -54 0 11.4 L(y.44.0111000] 12 PLF 0 34.0 to 12 0 37.8[y-47.21[ 0%] -54 PLF 0 17.0 to -54 0 22.6 R(y-44,O](100%] 9 PLF 0 0.0 to 9 0 17.0[y=42.0][100%] \ y=17. 42.0][100%] 11 9 PLF• 0 to 9 2 34.0[y=42.0][100%1 12 PLF• 0.0 to 12 2 34,0(y=37.0][ 0%1 F. I In VL \:, Q\\'‘ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - E2) Top chord 2x6 DF-L #2 120 mph wind, 43.81 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 OF-L #1&Bet. anywhere in roof, CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=6,0 Webs 2x4 HF Std/stud :W2, W12 2x4 HF #2: psf. / :W4, W10 2x4 DF-L Std/Stud: Wind loads and reactions based on MINERS with additional C&C member ff (a) Continuous lateral restraint equally spaced on member, design. I: _,5 Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.78" due to live load and 0.87" e for dead load is 1.50. to dead load at X = 16-11-12. Snow loading based on an unobstructed roof. Complete drainage required. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • • • • • • • • • 8X8= 0.58X8= 6X6(R1)ii 8X8= 0.5 8X8= . — H0312- �► H0312= — 1-6-81_ _8 p�1c 3--. .... 4 42-0-0 1 3X7111 8X8= 4X12= 80514= 4X12= 8X8= 3X7111 -3-10-8- I<--3-10-8- 1 5-6-12 5-8-8 5-8-8 5-8-8 5-8-8 5-6-12 5-6-12 5-8-8 5-8-8 5-8-8 5-8-8 5-6-12 L 16-11-12 —J— 16-11-12 33-11-8 Over 2 Supports R=1815 U=963 W=5.497" R=1815 U=963 W=5.5" • • • Design Crit: CUSTOM/TPI-2007(STD) • PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01. ADFR TY:32 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5113)357--118 *aWARNING1 as READ AND FOLLOW ALL NOTES ON THIS INDMINGr �� REF R7175- 3102 825 N 4th Ave,Cornelius OR 97i 13 ..IMPORTANT.. FURNISH THIS CRANING TO AL CONTRACTORS INcwoIND THE INSTALLERS. TC LL 25.0 PSF Trusses require*Strome Cara,n fabricating, handling, shipping,n. installing and bracing. Refer to iandce.elle. •? l� j' TC DL 10.0 PSF DATE 12/23/15 o ussest tion of ome re(Building Component Safety Infiatlon.by TPI and NIDA)for g. Ref practices pile f1V. tepperforming these functions. Installers shelf provide temporary bracing per BCS,. Unlessnoted otherwise,r ` _... `0 chord shell hevo properly attached sv ural sheathing and bottom eMrtl shall have a properly attached lgoa<e,li.g Locations shown for permanent lateral restraint r sopa shall have prating installed per ecsH � BC DL 10.0 PSF DRW CAosR7175 15357001 a Iia.U7 or 1110,as applicable. Apply plates to cads face oft s and position as shown above and an o}' I� sections D<talla,anlaem �tpd t,arml,p Refer to anamlas 760A.2.er=etanaard pHate pa ltlpn,. BC LL 0.0 PSF CA-ENG PBC/CWC A=i }-;_' i; alp ne,n alvtalon of 31N Ruita„g coegwne a Grw Inc npll rot pe r slhle nor any aevlaclon From this AN RW COMPANY di.,ca�Iwo...,a i.-....g o build the truss In<anfnrma.�e tains ANSI/TPI,.o::or handling,shipping. --..: :t �9 ter TOT.LD. 45.0 PSF SEAN- 244337 A seal en this drawing or sever listingthis drawing, indloet.a aeC 94 C 7.Sg ��+ reepanellal I Hty o`the liwileHng Designer per t .2, bPt�ne.er professional engineering S)j NW.GH Q DUR.FAC. 1.15 FROM DE responslbl/My nilly for the design shown. 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VIDNWaoNNaaa,.+jyp m• m10Nm««NN««VN«6 NCO««NN«««N«¢ IOmNmaaNNbmiaNa¢A �°.,N NinsaNl+.a 99919.199499"W Yf•f•f•ff•Off .904449991.4499 .:T 999999999.4999“;' 99099949940099 i ##5•• •••••0•• 4#•••f••.•G•Y N 6 o I s# ® q ••••�l O.u1Vwi VON0+2 oA.INVvaOvaO+ZS' aAV�.s'J.4,aoVa00+2 aa41 Ota.+ S' AA1411 l'2&';o tot-.4o+ a aa.INvvaO;;OO; - ';Da 90.410 .06-4.66.66o..° ,o O O o m Q m O O W O O a o„'� o O o O m O m O O m? o u 7 ~O O o m O O m O O a°"' ;o O O m O m O o m O O a o._. 6 m O m Q O m O O A°S ;Z 0 0 0 m O m O °S' m O AA .^61 AA .^01 AA ' ppI A,A ,AmOOo .9A 00 "KIK.ro^TA .^01 . .,77,77,5,7,..„7,, „,,,..-.r R .Ztr1•-..+r AA^r `n Ar TAA^rOmo a m0 A'. 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L..L..Y Nrt d +I #d` s' OQ +a1 7. ; ou4 Y1X+ K+ ., #uue+DXRJI as s ssLssW s'siWx - g �- �s y .msa 1 /,, [ALPINE](TPI 20071[£21(45175/IJ [Page 2] -9 PLF a 0.0 to -9 0 17.0(y=42.01[100%1 -9 PLF a 17.0 to -9 0 34.0[y=42.01[100x] 12 PLF a 0.0 to 12 0 34.0(y=37.0][ 9%] [CAC ASCE Wind Rt-41E0C 24.00](DF 1.60][RM 11 Repetitive Factors Used: No -54 PLF a 11.4 to -54 a 13.6 L[y=44.1][100%] -54 PLF a 22.5 to -54 a 34.0 R [y=43.51[1000] 12 PLF a-3.9 to 12 a 13,6[y=47.21[ 0%] -54 PLF 0 34.0 to -54 a 37.8 R[y-43.3][100%1 12 PLF a 13.6 to 12 a 17,0[y.47.2][ 0%1 -54 PLF a 13,6 to -54 4 17,0 L[Y=44.2][100%1 12 PLF 0 17.0 to 12 a 34.0[y.47.2][ 0%] -54 PLF•-3.9 to -54 0 11.4 L [y=44.01(100%1 12 PLF 4 34.0 to 12 0 37.8[y=47.2J( 0%] 0f -54 PLF a 17.0 to -54 a 22.6 R[y=44.011100%1 I ! -9 PLF 4 0.0 to -9 a 17,0[y=42.01[100%1 -9 PLF a 17.0 to -9 0 34.0[y=42.0][1009) 12 PLF a 0,0 to 12 4 34.0(y=37.01[ 0%] [CAC ASCE Wind Lt--](0C 24.00](0F 1.60](NM 11 III Repetitive Factors Used: No -54 PLF a 0.0 to -54 4 11.4 L[y=44.0][100%] 12 PLF•-3.9 to 12 a 0.0[7=47.2]( 0%] -54 PLF o 20.4 to -54 4 22,6 R[y=44.01[100%] -54 PLF a-3.9 to -54 4 0.0 L[y=43.5](100%] 12 PLF 0 0.0 to 12 a 17.0[y=47.2][ 0%1 -54 PLF a 22,6 to -54 4 37,8 R[y=43.3](100%1 12 PLF 0 11.0 to 12 2 20.4[y-47.2][ 0%] -12 PLF 0 11,4 to -54 a 37,8 L 472,2][0 12 PIS 0 2 20.4 to 12®37.8[y=47.2J[ 0%]%] =59 PLF 0 17.0 to -54 a 20.4 R[y=44.11(10001 9 PLF a 0.0 to 9 e 17,0 [y=42,01[100%1 9 PLF a 17.0 to 9 e 34.0[y=42.0][100%] 12 PLF 4 0.0 to 12 a 34.0(5=37.0]) 0%1 (CAC ASCE Wind Rt--1(0C 24.00)[DF 1.601(2111 11 Repetitive Factors Used: No -54 PLF a 11.4 to -54 4 13.6 L€y=44.11(100%1 -54 PLF a 22.6 to -54 a 34.0 R(y=43.5][1005] 12 PLF a_3.9 to 12 a 13,6[y=47,2]( 0%] -54 PLF a 34.0 to -54 0 37.8 R[y-43.31[100%1 12 PLF a 13.6 to 12 4 17.0[y=47.2][ 0%] -54 PLF a 13.6 to -54 a 17,0 L(9e44.23E100%) 12 PLF a 17.0 to 12 a 34.0[y=41.2][ 0%] -54 PLF 4-3.8 to -54•11,4 t[y=44,0](100%] 12 PLF a 34,0 to 12 4 37.8[y=47.21[ 0%] -54 PLF a 17.0 to -54 a 22.6 R[y=44.0](100%1 9 PLF 6 0,0 to 9 e 17.0[y=42.01[100%1 9 PLF 4,17.0 to- 9 e 34.9(y.42.01[100%1 12 PLF a 0.0 to 12 a 34.0(y=37.01[ 0%3 a I{_ 6 111// n S � THIS DWG PREPARED PROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS..$F+R. I (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - E2D) Top chord 2x6 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate ,; 2 Rot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. •A Webs 2x4 HF Std/Stud 120 mph wind, 43.81 ft mean hgt, ASCE 7-05, CLOSED bldg, Located ;`r See DWG GBLLETIN1O14 for gable wind bracing requirements. anywhere in roof, CAT II, EXP B. wind TC OL=6.O psf, wind BC DL=6. psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Wind loads and reactions based on MWFRS with additional C&C member design. Unbalanced snow loads have not been considered. Snow loading based on an unobstructed roof. Complete drainage Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF required. cladding on one face, and 24.0" span on opposite face. Top chord • may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT Fasten rated sheathing to one face of this frame. OVERCUT. No knots or other lumber defects allowed within 12" of • • notches. Do not notch in overhang or heel panel. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 5X7(R) III 2X4 III 2X41110.5 — 5X7(**)= 5X7(**)= 0,5 4X5111 — 4X5111 1-6 8 1=7-- _ CI 0--1----,°-----(1:—.. --9---3---(1 —4,1-6:1 ' ' --�— 11-A-1 6 8 2-3-0 1 � y 42-0-0 , a o l7///%//7/27%%%%/%TI//%%%7%////%///l �r %/////////////77//////////////////////////////// 3X7 III 5X5= 3X710 L-3-10-8-->-I 13-10-8.1 L- 16-11-12 —I_ 16-11-12 --..) l< 33-11-8 Over 2 Supports :I R-116 PLF U=65 PLF W=16-11-12 R=110 PLF U=62 PLF W=16-11-12 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 8ROPE :4 OR/-/1/1/-/R/- Scale =.1875"/Ft. True Components of Oregon (503)357•2118 'a• RIRGI•N•Win AM)TOWN ALL roamsCOM/ACTORS ow SBusPI 1IR PIMPING 1 „�WREF R7 75 3114 825 N 4th Ave,Gemellus OR 971 l3 "lT)lpT" "ITMts DBl11IMp TO ALL tartgAelgu 1pcLUDINp n e INSTALLERS. �+1 '_.: TC LL 25,0 PSF 1 _ Trusses require extreme pare in fabricating,Mnelli g,shipping, installing and bracing.Refer to and roller. 1 48 5 _ the latest tion r SCSI (Building component Safety Information. by TPI and"MA)for safety practices prior c,:, J TC DL 10.0 PSF DATE 12/23/15 to performing these funntlens. Installers shell provide tmporory bracing per RCSI. Unless noted otherwise. tr top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid coiling. Emotions shown ref permerent latero restraint or nabs shell have bracing Installed per ad S1 BC DL 10.0 PSF DRW CAUSR7175 15357013 A L�PI N C sorttong 03,d ai or 010,as noggin applicable. Apply plateal to each fate of truss and edition as shoran abawr� the Joint *Tor I ted cable.otherwise. Borer es to each 1ceRof r standard plate positions. Alpine. a i igloo or ITp Building Components Group Inc.shall not be responsible for any deviation. this _ ! ,: BC LL 0.0 PSF CA-ENG PBC/CWC drawing, any failure to build the truss In nonformance with ANSI/TPI 1,or for handling,shipping, ��AN ITW COMPANY ai/axiom b bracing or trusses `. .9�_n "Fi;.7i 15 <4. TOT.LD. 45.0 PSF SEQN- 244709 A seal on Wile Crowing or gayer papa listing tele drawing. indicates aebaptenoe of profeaalgnsi engineering v}. —G Q� DUR.FAC. 1.15 FROM DE reepenaiDll Icy seleE for the deoig,shim. Tie mol Milky end use of tele drat a any limier-ere le the a ,p t1 - N351 R,H'ata Circle rom a...14lilh of she Wilding Designer per ANSI/Tal/See.2. �p • {. Saeramp0lo.CA.)5828 Tor mere inrormatieh sea this Jobs ge,.dral notes page and these web alter:: _,31-15 SPAC i NG 24.0" JREF- 11/M07175203ALPINE:smw.alpineicw.cam;TPI: 'TM■Tmww.sbenwustry.cem: ILC:mea.leesare.brg EXP.12- ,, . , , ' 1-11:11.- L S$9-._.S9 Le 6t -L9- SS rc LS__ 61,_41, , ,, >D_-__-(ID r�tisf_LI �> . ,, ___SZ m_AL of_ll—_7.l_ at-9_9___ZA •1 69_ I} 1--j --11 ] I mss:-----8 y SLS 710_____d____„,---6E f 92 f Z��l—�l—"'�l�-.El� X.a.. �.. W c �� a^^x�oo., .-....-.�..�_�.W , o.-,o"" ... o"....7 ,-. 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"F-..-'1: -• it � P0 � Od�--. iv -1 ,-4---4--n44$ 4 '-14" x 888 3 .. 4"".�4 ""*"1 88 8 - $ 87.� -888 :§- -`8- §-3;-;«_. 8'. i g OW$ -08• bx' -x - 0-+08' s --4 w 1-2-6-----8-117--T2-1-4---15--15-20 -ZS--ti 29--'37-8884 3 4U'..__-47449-.......5T 5T 57.""-59 SI 6. 6768 [ALPIN£][TPI 2007][E20][45175/]] [Pogo 3] -41 PLF a 0.0 to -41 a 11.4 L [y=44.01[100%1 14 PLF 4 0.0 to 14 0 11.4(y=47.21[ 0%] -41 PLF 4 22.6 to -41 a 34.0 R[y=43.5][100%] -41 PLF a 34.0 to -41 2 37.6 R[y=43.3][190%] -41 PLF 2-3.9 to -41 6 9,0 L(y'43.5](100%] 9 PIF a 0.0 to 9 a 17.0[5=42.01[100%] 14 PLF a 11.4 to 14 9 17.0(y=47,21( 0%] 14 PLF 4 17.0 to 14 4 22.6[y=47.2]( 0%1 -41 PLF 0 11.4 to -41 9 17,0 L[y=44,2][100%] 12 PLF 4 0.0 to 12 a 34.0[y=37.01[ 0%] 9 PLF a 17.0 to 9 e 34.0 [y=42.0][100%1 14 PLF a 22.6 to 14®34.0(y.47.2][ 0%] -41 PLP a 17.0 to •41 a 22.6 R[y=44.0][100%1 Prg,#1 Ver.R= -15.4 plf Hor,Ro 0.0 plf 0rg.#2 Ver.R= -16.9pIf Hor.%. 0.0plf • *15\‘'' (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L 2400f-2,0E Bat chord 2x6 DF-L 2400f-2.0E 3 COMPLETE TRUSSES REQUIRED Webs 2x4 HF Std/Stud :W1 2x6 DF-L #2: :W2 2x6 DF-L SS: Nail Schedule:0.131"x3", min. nails :W4, W10 2x4 HF #2: :W12 2x4 HF #1&Bet,: Top Chord: 1 Row 512.00" o.c. Bot Chord: 2 Rows 3.50" o.c. (Each Special loads Row) (Lumber Qur.Fac,=1.15 / Plate Dur.Fac.=1.15) Webs 1 Row 4" o.c. Repeat nailing as each layer is applied. Use equal spacing TC- From 35 plf at 0.00 to 35 plf at 26.42 between rows and stagger nails in each row to avoid splitting. BC- From 235 plf at 0.00 to 10 plf at 26.42 4" o.c. spacing of nails perpendicular and parallel to BC- 1517.67 lb Conc. Load at 0.51, 2.51, 4,51, 6.51 grain required in area over bearings greater than 4" 8.51,10.51,12.51,14.51 BC- 1043.94 lb Conc. Load at 16.51,18.51,20.51,22.51 (***) 20 gauge metal shim required between chord ends to distribute 24.51 axial forces at joint. See detail RIGINSRT1014 for more information, 120 mph wind, 33.62 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Max .1T VERT DEFL: LL: 0.51" DL: 0.61". See detail DEFLCAMB1O14 for criteria for flexible wall coverings. camber recommendations. Provide for adequate drainage of roof. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0,51" due to live load and 0.61" due factor for dead load is 1.50. to dead load at X = 13-2-8. Unbalanced snow loads have not been considered. Truss must be installed as shown with top chord up. The IC of this truss shall be braced with attached spans at 24" OC in SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. lieu of structural sheathing. H0308(***) 5X14= 6X8= 3X5= 6X8=— 5X10= 8X10= 1.5X4 Ifo T l = •-- ally 2-7-8 W1 W4 �f W10 W12 1 SERE _ 2-7-8 7.7"._. tel, I i I — - 31-0 0 H031218 6X12= 6X8= 5X14= 5X10= 6X12= H0312 III H0508-- 2"12 0508-- z 12 4-0-15 4-5-7 4-5-7 4-5-7 4-5-7 4-3-11 4-5-7 4-3-11 I 4-5-7 4-5-7 4-5-7 4-3-11 1'- 26-5-1 Over 2 Supports R=12434 U=5056 W=5.5" R=9089 U=3901 W=5.5" Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. 9'ROA,F :1 OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (51:13)357...!I Is **WAwnNDI••READ NoMum ALL NOTES O,MIS OWNING! B25 N 4th Ave,Cornelius O 97 l3 "IMPORTANT'''. PUNIIAI THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 5 TC LL 25.0 PSF Trusses require extreme taro in fabricating. handling. A • REF 87175— 3203 the c edition of DISI (Building f ri g Safety shipping• installing end bracing.Refer to are follow 41 l t "notion g Arm tet Sapro Ie temporary by TP,racin AICA,for safety erections prior. .."' 'II VV JJ 10.0 PSF DATE 12/23/15 mese ed thee"f installmpo Component fety In tee any brachia Per RCAI r saf »dead tions Q r TC DL top chord.hall nave prmpeny attached stru curer sheathing and ctom chard shelf havo a properly attached rigid ceiling. Locations show..for permanent lateral restraint or webs shall have bracing Installed per DCG, , BC DL 10.0 PSF DRW cAusR71 5 .411 PIIN I su doin ofl st or as aPPinoted other Apply Pearce to each face or clew s and Pasl tote pes asitia above and s o 7 15357101 ,the..Joint 3, niea,unless necad cable.,se. Rorer es to each ace of ler and plate p coons. nip n< a.,..mita.of ITN Doi'nag Caei„neeta craws Ina.arwn ezponslble r any deviation frw this !J.c a BC LL 0.0 PSF CA-ENG PBC/CWC tlr»nine.»ny t»ilure co build tYr truss In contoreanc..itn ANSI/TPlbt,r AN n-w COMPANY i:1-7.4 »teen s erat,ng ur tresses, or far h»bel Ins.''''"'ng, .17 V —. A..*l an hal.Cr.wlny ar serer Pays listing this arming. Inalastss ssas9tsnbs w I a� ��c r,199g k`' TOT.LD. 45.0 PSF SE N- 244963 KIS) .rwsonalelllty solely tar the assign town. The salesbl Ilty w gas et this drawing terr a any.swain I.U,. �v Q�' --- CS)ROIama Circle ry a th*al ttllr,y D.alynwr P.r ANSI/TPI T s.e.x. �AW W,GH4t DUR.FAC. 1.15 Sacramento;CA,./5R212 Fee aero Information sae chin Jen'.goner..,solea Pege aha tn.....:Ices: __ ALPINE,raw.alPineixw_cgn:TP1,www.tpinsc,org;MA:wwa.sbcirwuetry.eoh; ICG;m.icessfe..rg EXP.12-31-15 SPACING 24.0" JREF- 1 VMO7 1 75203 tmtl't..,mwaWN+0mm.,m,nau.-4 , 7$ NO,+ uouF'p, mmNlwnpL ro.5:4romtRTt}7.y"m+ g ,, P o+ wN�N.„.nAF WNW JmOSCoANSAOWWt.,,, q '-v . , +NNm °mHa uJO ," V,; m10 .710w Wmaa006Ox JP + J . uypmWam� ^P 1 NNNNpmp88wW8860mN+OO$$e° OO'Nw"'3mJam "'"'W+w"'"' am3 >iTIP C , • ' W ' rG=WwW_.W wuWuwwW+WWWWWwr o1NHOm,,,wwg wyN, u,msmSM Ooam WNwiAomuu m�WP"tmWOmammEEmfJma -viiEO,HtHiNDroW. qba V 5 KTX HpMEw - 000s000oo00 aiu + OOOOOOOOOOOpOQOOm i N 8.P 2' Aa a N N m 8w2.".288q++2r rJ. .*" '":BN,C.a�. . ow28eammmJW .7,G ++...+N+.+++R r3nno5Rea00000000000DDDpO EE _c, 0 on n ___°_ _ ,,, 2"m maam +Aaa..a wamw ° ° wmm+mmomNm$w'w=: " . a mmmmm i9 m b T.4T7,T.AiT.xi.4-9-, �iim3m00000 OOOOOo wR ..iN O q q 0 0 0 0 0 O O o q P O� a O N M„„y n N°' a ��p�p to W J w 04s ;MI ,.miNbom ,W.1 v- p a i • 6 22"2 WPa” Pi F��. \:M.; NO '-' s zzz xaazz xa:az x zr T.", '"`"nn" ! 7 ! 7- -.'-'-'-'-'-'+-'+++++.8 n 188Ei a mmmmA a .. p n v 0 PPP 0000 OPO° p o r TVTVTV,2828v8222g828282m 8 1.1.1.7, aw�.1 .f.t.7,u 8 85', `.[[ n°,:-.L.L.L.L,L.n,L,L,L,L,L i- " .. 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PPF t 9900000000D0000�o�00000 000a000a�,o1 •`=� a 822 -..:424....,-..... = uu...-... 899~1.. 2: : Yo 0 2gx4.xgx 22�^ sx Y g x � sx �� y xgx x "` , ><a1 .. 22 2, cP $$mmmmmP o „,,,. .L.. ._, 9:-,p� ooco$o o 'o 9999 ^^Q < or°rrrrrrrrr m N J; m m m m m m m m m m m Y m m a N O m W N -0-0-M--11 Jy yW WN N o N N N o N NT”" - . la 48 _ 021J \ \ \ 2, m O A m O O O O O O O O O O O D O O O O 2 — d—... ..`--s 2_____ 1A_'—` u,n„ 19-111__1_.__. 2223 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - J1) Top chord 2x6 DF-L #2 120 mph wind, 43.81 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC DL=6.O psf, wind BC DL=6.0 Webs 2x4 HF Std/Stud psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Right end vertical not exposed to wind pressure. Snow loading based on an unobstructed roof. Complete drainage required. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 0.5 8X8= 3X5 I� 4X8(R) Ill 3X5= 1 6 8 � ---_�`_— _______E _ ___ 2-2-14 az-D-o 5X7(R) III 3X58 6X6= 3X7 HI -3-10-8 1"12 5-4-4 5-7-12 5-4-4 2"124'L- 5-6-0 tt",,��12 5-6 0 1 5-7-12 + 5-7_0 `1 I< 16-8-13 Over 2 Supports R=1070 U-644 W=5.5" R=723 U=312 RL=52 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=296(090)/4(0) 15.01,01.E, � Tall' QTY:2 OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon 50,357-2118 a*WARMIN6te*READ AND FOLLOW ALL NITS ON THIS DRAWING' "tfrin!,, 5.0 PSFp ••IMPORTANT.. FI RNISN/MIS DRAWING TO ALL CONTRACTORS mCLMIAo Ale INSTALLERS. TC LL 2825 N 4th Ave,Comebus O 97 13 r, R F R7775— 3103 w nates reduireitio eof¢w¢Lara fabr,apo en Safet I e...mon, install Irmand braoing.etyar t [plier $? i 4659$' TC DL 10.0 PSF DATE 12/23/15 e latero.edition of ncsl ns. ld Mg installorn Component Safety Iertomperar by TPI err RSCSI ror safety practices Pse, to pchord iha tMae fproperly attached lbtrctushall provide ng and by tomcing chord s all have Unlessproperlyd aathtachede,r cep chord shall have properly a Cached man coral lateral restraint e tr and of Webb tsh snail h w a properly attached IAlhrigid ne Ing. Locations shown for permanent leterat rpstra into shall Awe proofing r BM ,,�py� }7 W'I Ta se c,ons Ds,b]or g1d,as apps lca101w, pppty plates to each foto of truss and position as mewl abode and o „lieg 1wal B/C� DL 10.0 PSF CAU$R717$ 1$3 !' Al 71 I ,+I IEE the Joint beta. ,unless noted nibrylso. Refer drawings 15014-Z for standard pinto position, LL 0,0 PSF CA—ENG ill ILJ• U \SII DRW s o02 Alpin,a division of In building Components Group shall net be responsible For any from this a Tic,•p PBC/CWC drawing.any a bracing :o t ildCru the truss,n conformance with ANSI/TPI /, or far handling,shipping, 41' FC 7 ,g$ 47 ' TOT.LD. 45.0 PSF SEQN— 244340 - AN ITW COMPANY i..aml ldt,wn A brec ing of trusses. 9 A map en this droving or ens.r pay.Listing till.drawing. IMlata bwpt....of prof latil anginssring .- rw.panalbillty...Maly for ue design shown. b..aultwblllty and use of this drawling far any atra<wr.1v the Z��l r��>�@e. SUR.FAC. 1.15 FROM DE 8351 Roma Circle r..penwlblllty of the building DesIgar per ANSI/TPI 1 s.b.2. — Sacramemo.CA 95t2s For..era Information a tills Jabs general notes page and these web sic.. 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M0 , y20 '<aa' XX OMaOR s..X.e YMO R.Ox...oX,-^MX ,\ (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - .12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L #2 120 mph wind, 43.77 ft mean hgt, ASCE 7-05, CLOSED bldg, Located • Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=6,0 Webs 2x4 HF Std/Stud psf. • r fi (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member 4 ",.-- Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. Right end vertical not exposed to wind pressure. ,, Provide for complete drainage of roof. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • • • • • 0.5 — 4X5----- 3X7111 4X8(R) III — — IM I 1-6-8 -- `_ --� �. �- -� I 2_1-14 • 1, ~__ -� !i _ __ i! - ■.— Num42-O-0 3X7111 4X8(R) III 4X8(R) Ill • f.‹ 3-10-8 f"12 7-2-10 7-1-10 2 12 7-4-6 7-4-6 k 14-8-13 Over 2 Supports >I • R=984 U=609 W=5.5" R=629 U=270 RL=47 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15,01.01,..- ,•PR :8 OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGT aw NEM AND TMAw ALL MITES GN THTes DPAPItII �F TC LL 25.0 PSF 825 N 4th Ave Cotneh l "IMPORTANT.' FURNISH THIS I NAMING TO ALL 7 TsO 97113 ppgInst ttIng and THE bracing. gofer Trusses require extreme Care in fabricating.„nntl)ing. shipping. F�y REF R 175- 3104. o latest edition of SCSI (Building Ce .tion, install Ing and)for g, Apfcr to and fellow 4859 iB g hsps pmt safety *temporary by cif ape NBCSI cess n tedo hes prior i J TC DL 1 0.0 PSF DATE to porfar.ina these fur,ctlens. Instalters drab.*ienporpry brocl�per BCSI. Unless noted otherwise. 12/23/15 top chore shall he a properly attached structural sheathing anti bottom chord shall Tharp a properly attached yy� rigid ceiling ortat(rm. a:hewn for permanent latest restraint fa of webs shat)hpos tronas installed per Best BC DL 10.0 PSF DRW CAUSR7175 15357003 ��I}}} cat Ions B3,B]or B10,as e1W11<ablm. Apply places to each face of trussantl position ton es shown gbov0 and en �l- ,4 11 ^ I the Joint Details.unless noted otherwise Rofor to drawings 160A-2 ferstandard plate pos`tians rrg 111 ' \VI Alpine. a . f M>x Building�,ppnents Group Inc.snail not be responsible for any d ren this .=P BC LL 0.0 PSF CA-ENG PBC/CWC drawing any failure to build the truss in conformance with ANSI/T.1 1.or for handling,shipping. - V --- AN ITN COMPANY ins<allauon E bracing of trwaaea. q ' c, 19 9 4,`" TOT.LD. 45.0 PSF •SEQN- 244343 A...H an chi,drawing ar sorer pep listing this droning, Indians soosptagt.or p ar...loh.l Hhgiansrinp - TI let rsssonslblJt y noisy far the daels.Shawn. The sulr.bHl)ty wily me of this amino f.,y beruemwe t.the, �j _ R;51 Ro�lmCimle r..p.f..ibtlley or tri.s,ilatng B..Igrh.r par ANSIRaT]s.a.z. �'!lallNA..GV OUR.FAC. 1.15 • FROM DE Sacramento.CA 95R2x For mwre Information,a this Job's general tort page and trips*web hates: /6'--- -- ALPINE: .efpineltw.ebm:TPR wsw.tpinst.orgi RTGAI wow tortes ICC:wnw.,e<aafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VM07175203 N+8mm-1PNAm,J- o TTT r VoNuvPNoa ou 1> m Om OmANm+w,1 .t..PNn O O O u 44 ^b .2g 288444.2888888 +m PP01NOmOv ONu ^p' 1 atW F mA, ' N d r0 1 m.mmP,v4m,- ,lR mm3$ ..0.0 ^R o `p p1" v � 'Doom''-.vcm.o �N x �N� u on 600 000000K T•" a ,, m ,N.,umr gi1,1_ ,, 888888r7..„.4 S'N'1 °' °,°rn PPPPPP' "1 P 8 . 22!",1;; _�S9N.1x ,-,� W A A. m c. 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Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member for dead load is 1.50. design. Provide for complete drainage of roof. Right end vertical not exposed to wind pressure. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 5X5 0.5 — 3X5= 3X7 I� 1-6-8 Eli i - - 2-01-14 2-0-14 F 42-0-0 __ 5X5= 4X8(R) lit 3X7 III [` 3-10-8 —J • 1'12 11 6-4-60 }Ic 6-1-10 2 12 6-4-6 -H c 12-8-13 Over 2 Supports :1 R=900 U=576 W=5.5" R=533 U-228 RL=43 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01..._: .;!•11211A00�, TY;8 OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon (50.^)357-2118 ''WARNING!as REAL/ARD FOLLOW ALL NOTES ON INIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS RIMING To ALL.CONTRACTORS INCLUDING THE INSTALLERS, S TC LL 25.0 PSF REF R7175- 3105 Trusses require extreme earn In fabricating handling,snipping. installing nod bracing.Refer t and flld '0.4 + the leteat edition or ACSI (Building"amponont Safety Information,by TPI an 11S8A)for safety practICO8 aria- w O TC DL 10.0 PSF DATE 12/23/15 a performing these functions t Installersshallprovide temporary bracing Por BCSI. Unless notedeothe wise, ` r — top chord shall hove properly a tarhod structural sheathing and bottom chord shall have a properly attached gid ceiling. Locations than fare r t lateral raatth fa of webs san urs bracing i t I I Besi , BC DL 10.0 PSF DRW CAUSR7175 15357004 A��u acpions BS. or 610,as applicable. Apply platen to oath fano of trusstom peglilon as shown aboveandon ia-4 (�]JII 7,:i,:::-.°::::::::::;;;;:7:.°47:— Refer w tlravl Ups l6DA-Z fort nd rd plate pegltlons. l mpehph a Croup Inc.ahnhh�t bt responsible far any devlac,on from this . _. BC LL 0.0 PSF CA-ENG PBC/CWC sing any failure to Wild the truss n conformnnce with ANSI/TPI 1,or ren handling,shipping. AN ITw COMPANY drawing, a bracing or trusses, g• „ V ' A«.I on this drawing..cover Paas rlstrmg this dislhy, IadlGsew apeaDtalwe of prehulos.I arohRsering . 40 FC 7a ieggl $`' TOT.LD. 45.0 PSF SEAN- 244346 reepanslblllty sorely for the deals.e sm, Tim suitability and tsar or this eh-awing for any structure Is top -- �' $351 RBcgnal ilcle rospa.IRISII Ity Of the Bal rding famlgner per ANSI/TPI L SuI.E. 's'�OW.G`A DUR.FAC. 1.15 FROM DE Sxmmenrn CA 004 For more information gee Chia Jabs general notes page and chose web slices: -.. 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(1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - J4) Top chord 2x6 DF-L #2 120 mph wind, 43.68 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC oL=6,0 psf, wind BC DL-6.0 Webs 2x4 HF Std/Stud psf. Deflection meets 1/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member • for dead load is 1.50. design. ,),_, Provide for complete drainage of roof. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • • o,5 3X5= 3X5111 1 6.8 ---- 3X5(R) III if----_ __ —�_ 1-11-14 I • • .i.... 42-0-0 ' • I 4X5= 4X8(R) III 3X7 III l'= 3-10-8 I 1"12 5-2-10 2,.12 5-1-10 • 5-4-6 5-4-6 10-8-13 Over 2 Supports R=818 U=545 W=5.5" R=435 U=184 RL=38 Design Crit: CUSTOM/TPI-2007(STD) PIT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 +, ��'�'-. OTY:8 OR/-/1/1/-/R/- Scale =.5"/Ft. TrnesComponents ofOregon (503).157-:118 aawARNINI•• THIS WBB NG TO LL CONTRACTORS nu S INCLUDING TC LL 25.0 PSF REF R717 825 N 4th Ave,Cornelius OR 97113 ww ngggrABr•• FURNISH nrts ani ng w ALL aDBIBAcfD s IICLW IBg TME INSTALLERS. t� ^ R7175- 3106 Tru ting,hendr'Ing. shipping, installing end braeing•Rarer co ana follow l e the latest edition cofrSCSI (BuildingComponentSafety Information,by TPI and wTCA)for safocy practices prior TC DL 10.0 PSF DATE 12/23/15 co pchard•ng those fnroperly Installersuctu la pSheAthviee temporarya bt4ebracing per BCSI.a Unless rotes attached JJII //// top mora Shall have properly a[tar,M1ods talon Sheathing and bottom mora Snell n yg a properly attached tr BC DL 1 0.0 ASF ��( • IA rigid rolling Locations shown for permanent I t rel restraint f b half Neva bracing installed per BCSI DRIi CAI�SR7175 15357005 ,4 �� secclens B],go or Bip,aseppl lcable. Apply platys CO each Taco of truss and pocltlon as t wen above and on lei 111VII' z s uss l� tthe/e.nt petaila.unlosisetae etnerwlse Nefer to arewlnsa,BpA_Z f tandem rate BC LL 0.0 PSF CA-ENG PBC/CNC ./ p poll tions. `' ^' Alpine.a alv�s non oT ITW 0uildl ng Lonpanv.is Brpup Inc,Shull nc be responstble for nny devt acipn irm th s •-i.,;1 afawlnp, any failure aci to build the truss,n conformance with ANAL/TPI ,, or far handling.shipping, $�, vim' TOT.LD• . 45.0 PSF SEQN- 244349 AN ITW COMpAhIY metal rat an..A bracing of ild the w • A awl en This drawing or payer pace listing eels drawing. itbBlbsten acceptance of pro{Klett engineering 7 0. 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' t,-7.w2—y, Alal. 242i2 2442 ab x: :7: 24422 24122 2$ 12: 24i22, ` 24122 ^ _Kxx 1\:'C2 i • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , "* - J5) Top chord 2x6 DF-L #2 120 mph wind, 43.64 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 2x4 HF Std/Stud psf. Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C membe for dead load is 1.50. design, :::;;;) Provide for complete drainage of roof. Unbalanced snow loads have not been considered. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • 0.5 . 3X5= 3X5 III • • • 1-6-8 3X5= 1-10-14 r .... ._.... ____ ww me 42-0-0 r 3X5= 4x8(R) III 3X7 III • Lc 3-10-8 1 — 4-2-10 • ._i_ 4-1-102"12 'l� 4-4-6 8-$-13 Over 2 Supports • • R=740 U=518 W=5.5" R=333 U=139 • RL=34 • • • Design Crit: CUSTOM/TPI -2007(STD) •• PLT TYP. Wave FT/RT=2%(0%)/4(0) 15,01.01. 0211Ro, TY:8 OR/-/1/1/-/R/- i Scale =.5"/Ft. TmssComponents ofOregon (503)3574318 'WARM NGI••PEA)PAO HELM ALL NOTES ON NUS ORNIMIGI 0 SF REF R7175- 3107 825 N 4th Ave,Cornelius OR 97113 '=mpp(TANTra FURNISH THIS ARAM)PO ALL CIN TEXTOES INCLUDING life INSTALLERS. e7.0000r ` TC LL 25 P Tru require extrema care,n fabricating. handling, shipping. installing and brecin9 Refer to and follow l/�� 1 4659 'Y ` TC DL 10.0 PSF' the latest edition of SCSI (Building Component Safety Wm-Nation, by TP1 and RCA)for safety practices prior fsl o perrorwlrgthose functions. Installersshalltemporary bracing par BCa1,r Unlessnotedothw.se, s� DATE 12/23/15 chord shell haves Psheath copproperly n far pe mann structure, M1! reetg and of limb Chord shell have a properly attached rigid selling. nocat,o shown far permanent Vetere! rwatr,t of webs Main neve bracing installed ,,40, `i ' orndCSl 3 I BC DL 10,0 PSF :DPW CAUSR7175 15357006 1'� s BS. I. B10appileable, Apply plates to oath rate of truss d position shown above I! the Joint Details.unlessnotedotherwise Refer to drawings 160A-Z fur standard plate positions, BC/IrWC A 11_,P1]N Ili sAlPine division of ITN ,ding Components Group inc.Sna„net be responsible far any dnelatibn From thin BC LL 0.0 PSF CA-ENG P Ing,Any failure to build the truss i ronformence with ANSI/TPI l r for noodling. shipping, •-- Ny AN ITW COMPANY instal lotion p bracing of trusses. "' " . ,y '.$0.7 ,14 ,,,A,e TOT.LD. 45.0 PSF -SEAN- 244352 A wt eye thin Crowing or/sayer papo listing thio drawing, Indicates.Captapee of pref.salon.l engineering respenelbl l ity solely fbe the design e/man. The suitability end use of this deeming rot soy etrueture ltaw Ile {j •^— /O51 Rovana Circle r...gsnbl llty.f the ewlldirp B»Ignsr p.r ANSFRaI 1 S•R.1. �'��.CTa"A� OUR.FAC. 1.15 FROM DE 5actvrn,eo,CA 95RLY more lnrarwatlan= thleneb,general notes Pages and these web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VM07175Z03 ALPINE:wior mo nekirrer a:TPI:oo-thi i t.org. eras sbcintlust.th a elo csa h.orq le X\ toes,/ • R F; + Km ' ' Jna neJI: ✓J �t}•9moouT'8� 0il ur \.. 000araoga 8i88xu r. ox88M r 77"§-177 - F._8^a - M8W .7 - f " n " a 7 A ^ouupo L --E.Lf, =$ "$- m Z Pn^or =0:150oouoowo '.-. r-X.# 7'''. --777,-A=t 1 -u uu1 =g',17.78. uTnP -.4-4;3.7. 41. Pu ru —5'.. a " mF.gYiNNC �PigHW PaNMIwO OMIN" : MIN" 34Tnm '! ma' ib aM.'M $ awO ! MTP ' TT T ui , r 12_,L'1. . 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SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. • 3X57-=- 0.5 3X5 III iNI l �_ II 1-6-8 1-9-14 II ____________ 1. __ _...... .,i 40_42-0-0 _. 3X7(R) III 3X7 Ill 3-10-8 >i 1 6-3-9 6-8-13 I� 6-8-13 Over 2 Supports { R=672 U=499 W=5.5" R=220 U=88 RL=29 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.9 Rob TY:8 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5D3)357•2I18 "WARNING!" AND FOLLOW ALL WES a mos ORPRIN:l TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 "IiGRrANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF 87175- 3108 Trusses r n fabricating,handling,shipping, installing and bracing.Refer to and follow the latest require or 110B1`(Buliding eompo,ga<Safety Information.by TPI a PICA)for safety practices prior 4�y 14659 'Y TC DL 10.0 PSF DATE 12/23/15 'o performing those FunFlections tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise. -M1 top horrtligid t'hall have properriyya cached structural sheathing and bottom chord shall have a property attached Locations"= sates!' n`of oohs tr ns en have tion as installed per B001 � r. BC DL 10.0 PSF DRW CAUSR7175 15357007 ALPINE YI n 83 Bl or B10,as applicabSm. Apply plates W pooh of trusssto^d position she msabmv from rola d G full theJoint 9 Is.unless notal otherwise. Refer to drawings160A-2 for standard plata poi Alpine. sten of ITV Building Components Group Inc,shall not be responsible.for any deviation .,1. BC LL 0.0 PSF CA EN PBC/CWC droving,any failure to build the truss In conformance with ANSIJTPI 1 Tor for handling, shipping, AN 1TW COMPANY ,nac.uat lam A erasing of trusses. V , • A..aI on tale drawing er water page hating this draping, Indicates aaeept.lw of professional*fgl. .rinR 4), 6C 7 1 9 q4+`' TOT.LD. 45.0 PSF SEQN- 244357 responsibility solely for the Orion . The solvability-'4 use of this*weirs ser s y structure le she .6'14 -lAfa NO DUR.FAC. 1.15 FROM DE 8351 Rovana Cilclt ,wapmnslblllte sf the Rwllding Designer per ANSI/TP1 1 See.2. Sacramento.CA R5R2R For more Information sou this goner.,nates page and these -_sees_ _.. --- - -- web 53CB5 SPACING 24.0" 5203 ALPINE:www.elpineltw.cwn: iPl:m.tpfmt.erp:REGI:.we_sbcrndustry.cm: ICL:.ww,ixxafe.erg EXP.Z2-31-15 JREF- 1VM0717 "r15 mVmmaWN+p� i'6 N m 000000P0u, r - 4 � ^ wwWweSoBm°a 03 mm1'1"42 N�T 47 5- ��,�56 aaNa w m , Ro .-r-- �—�� of n`Vg...,i.$ =p2 ^.2 n 1 _ b , m ^ ro x oa ��ooObos a v n or26,1142 ,288T re7,7,1 HE1'.a P0000Y mm m maNu-. o mA v.. s it li tl m m N 0 O.I 0 pO pp PF; r S S T T 0 0 P 8 O O 8Na� T O S S r rr< aS nnnann"'N Nm $ we ^Ha8a£ 4 -- 7 8 0 0 0 0 oo. n m 8 8 8 8w_< 0000N:088t c rr m`i1 8888 mP� m m mm" � Pmmmn tot oiotoo i;;i3.3.eo ofi ; 8: 8t8f88r1 - Ppooz pmPv m A q^ A.'+.Wm g$ mm A Imw Arvtmm : 8; 818:821', O18t0CC'y t . 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(1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - J7) Top chord 2x6 DF-L #2 120 mph wind, 43.56 ft mean hgt, ASCE 7-05, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 2x4 HF Std/Stud psf. ::- Deflection meets 1/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member i for dead load is 1.50. design. `g,'' d * Snow loading based on an unobstructed roof. Complete drainage required. Unbalanced snow loads have not been considered, __ SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 3X5(8) III 0.5 1,5X4111 .-------; i---- - 1-6-8 �� 1-8-14 1 ii I, 4_42-0-0�- 3X5(R)III 3X7111 L 3.70-8 1LI 4-5-5 ? 2 I� 4-8-13 'I 4-8-13 Over 2 Supports R=617 U=494 W=5.5" RL=25 R=96 U=41 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 -TT•.;.(%j QTY:8 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**BEND AIM FOLLOW ALL NOTES ON 7x15 DRAINING! tie) �+'''4 REF 87175- 3109 825 H 4th.Ave,Cornelius OR 97l l3 ee111FaRANf*• FURNISH TNls DRAWING To ALL LVNINACTONS INCE/DINO THE INSrAI.IFAy. �.� TC LL 25,0 PSF Trusses require extreme<arp,n fabricating.handling. shipping, installing ana bracing.Refer to and fella. 4 9 TC DL 10.0 PSF DATE 12/23/15 the latost oeltlon of SCSI (Bultaln Cv ont Safot Information,by and YRCa or safe[ ` t y .Been 1 f practices scar 14659 to performing et.[:nese functions, installers structural ctala provera,de temporary sheathing be we hocing per all Unless properly,ly o l.vrmise. ..__..' ... top ecru,ha I Lave pr chow=to nee manentarae sal re tr a t bs ere share nava a Installed per EC �" BC DL 10.0 PSF DRW CAUSR7175 15357008 t•ncta re S, lac at afar e. Apply I ohs i t ots 11 M1 vv traci as oPer dC51 T. ,shot Ions Ba,BT or Old, sanoted Apply plafer esto todr each face of trufor and rd plata as ition above and an , +. A1.1----,iD�_NI_ the Joint Gotalib.unless nvtea oihe,wlsa Nefcr to drawings 160A-Z forstandardP1 positions. f BC IL 0.0 PSF CA-ENG PBC/CWC alpine a division or ITw Building ComponesmsConformance Group Inc. Sh011 noc be responsible f anY deviation rod this dAN ITW COMPANY ,..c..Gntauv.failure tg buIld nn truss In evnform.nca.lel.ANSI/TF1 1,or for handling, snipping, •=':.=• TOT.LD. 45.0 PSF SEAN- 244360 rxinp or trusses. % $.f. '. • A Yse s on this drawing or saws pegs'toting this wowing. Indla taw monotone*of prOtefelalral.naIawrl 9 reepvnsIbl illy moiety for en.awls..lime.. The sultabil lty tad use Pr thl•drowns for any structure Is ehe I/ T.,.a 8351 RocanaCirele rwparnlsllts,of the AllIdrsa As11sNm per ANsi/ipt+sw.x. ,Os. 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" : s P ' 5 $^ K s3463 '8x-'5 gg7gP % �� -.8„. 17.7" gn$ mgy88 ' 8 " 84 " .r" 8 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - JO) BoTop t chord 2x4 HF #2SS 2 COMPLETE TRUSSES REQUIRED I 2 z Webs 2x4 HF Std/Stud Nail Scheduie:0.131"x3", min. nails Top Chord: 1 Row @10.50') o.c. f -a- . Special loads Rot Chord: 1 Row @12.00'r o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs. : 1 Row @ 4" o.c. TC- From 70 plf at -3.88 to 70 plf at 2.73 Use equal spacing between rows and stagger nails BC- From 4 plf at -3.88 to 4 plf at 0.00 in each row to avoid splitting. \, BC- From 20 plf at 0.00 to 20 plf at 2.73 �,- TC- 250.00 lb Conc. Load at -3.88 Negative reaction(s) of -435# MAX. (See below) from a non-wind load case requires uplift connection. 120 mph wind, 43.52 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP 8, wind IC DL=6.0 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor Unbalanced snow loads have not been considered. for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 0.5 — 3X5= 3X7111 1 1-6-8 j 1-7-14 111 f m --._. mm ..-., 42-0-0 I4 rr 3X7(R) III • 3X7 III I, 3-10-8 >1 1•�-2 2-5-5 lug f 2-8-13 '1 2 8-13 Over 2 Supportsl R=1218 U=811 W=5.5" RL=20 R=-435 Rw=337 U=92 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 — QTY:8 OR/-/1/1/-/R/- Scale =.511/Ft. Truss Components of Oregon (503)357•}118 ..I•AIaIINGI..REM NO FOLLOW ALL MOTES a 1111B OWING! >wl ��`� 825 N 4th Ave,Cornelius OR 97113 •rlMroNrlMrr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TIIE INSTALLERS. leal LL 25.0 PSF REF R7175- 3110 Tort require extreme care in fabricating.handling,shipping, lost Iliogg and bracing. Refer to end follow d the latest edition of SCSI (Bel{Ring Component Serety Information, by Tpl a ATCA)for WfCty practices prier TC to performing these functions. installershall provide tamper oy bacing per BCSI. unless noted otherwise. /y� 14 65 DL 10.0 PSF DATE 12/23/15 tap chord shall have properly attached structural sheathing and bottom chord shall have a Oreperly attathed is r raid ter ling ions show,,for permanentmlateral restraint T webs ohal,Kaye brine ng installed per BCSI BC DL 10.0 PSF DRW cAUSR7175 15357009 A r� F3{IN E sections B3,ai r B10unless as appinoted otherwise. Apply Refer tet to wings ace of vu tared position as moon abweation romdtn[PLO tj+i lll� the Alpine. Details.unless,Buie Building Re fcr to dr 1 s,Ono_ BC LL 0.0 PSF CA-ENG PBC/CWC � l� drawings Z for s Bard plate positions. � ' Alpine. a difailurvinion of[Tf!build the truss In Group Inc,shall not Le responsible ham for any Rpping, /rowing any failure to auris the truss n cenTormnnae with ANSI�tPI T,or for handling.shipping, • ' !-t AN nvCOMPANY ,nasus..^A bracing of tru39aa - % fav TOT.LD. 45.0 PSF SEQN- 244365 A wed on this/resin,or coyer p.m.Il.tino this droning, lndleeu..co.ptsnos of prereesion.l.,gln..rins 9 EC 7a}9g y responsibility wi.y,for the design shown. 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Si 66 mmmmm. mmm.4.0r remrrmm wmmrmmm asmmrmmm 1 ««mmmmmro «mTmmmm ytt:,T :nDJOgp,JJN NNON " N000 9:9n 72: " NVA "''. f.e :q O:qqrr. � qv-.<-q r ;.'q.-c--,7 r � '�k4 � vqG a azn^r ',"1:71'''..7,7 74, " .iae a : aaaAa 147L-Ti., T7IiP .PT .T NT'T'i ; aV'CnP ww D�wu OOL.wwV 2. 4.!.. . 2 : `' wPu' ON-.OPWVJ viO>-_� Of- i -^ ' LE;.. 2. 7.-- A« ue. - E. :pgn , SO-4o: .012g 1s2iuu2o§K 28082 N u_102 XMOOao 4&§§aes pp §y'p 1 I (1115063--FREDTEST —BURNHAM—ASH, BLDG #2 -- 12770 SW Ash Ave , ** THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. J9) Top chord 2x6 DF-L #2 120 mph wind, 43.48 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC 0L=6.0 Webs 2x4 HF Std/Stud psf. Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member h for dead load is 1.50. design. Snow loading based on an unobstructed roof. Complete drainage required. Unbalanced snow loads have not been considered. Fasten rated sheathing to one face of this frame. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 0.5 ^__. 1.5X4 Ill 3X510 0-5-8 I. 42-11-1 1-6-14 R=117 U=84 I IA 42-0-0 3X7111 1'5X4 Ill L8.13,./ 13.! 3..12 4-7-5 Over 3 Supports li R=284 U=196 W.5.5" R=-64 Rw=56 U=9 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY:8 OR/-/1/1/-/R/- Truss Components of Oregon 50'357-_118 eewARNittol••READ NO FOLLOW Sea l e =.5"/Ft. Qi ALL NOTES a Txls DRAWING! n �y 825 4ifl Ave,Cornelius O 9 13 —topoRfNA•• NUMMI THIS MINIM TO ALL CONTRACTORS INCLUDING THE INSTAELkl6. ��'.��D ��6 TC LL 25.0 PSF REF 87175- 311_1 Trusses require extreme c re n fabricating, handling, shipping. Installing and bracing.Rotor to and follow SI n latest edition of SCSI (Rullaing Component Safety Informatfon, by TPI end NTCA)far safety practices Prior y �+i �• + TC DL 10.0 PSF T o performing these runctlens. in tellers shall provide teepnrary brneing Por SCSI. Unities noted otherwise. 1 4659 10 _DA DATE 12/23/15 �- top chord shell have properly attached structural sheathing and bottom chord shalt have a properly a tachetl I-100 CO11.10. or shown for ne f BC DL 10.0 PSF section.Aa.Sa r 810,a r c. Apply t pates occas„,fA* ,feta shah t e tie log,natal loo r Bcsnol r DRW CAUSR7175 15357030 A il i Fi[ f E eJoint.dta,F,, o =sono a ioth'e: . R Rorer to draw ee truss r.9I IOC. s positions. _ of and m Is R*for Ings 160A-Z fur ss amara p p*sr Alp" f ITw Building Components Grope Inc.anal)not responsible f any deviation from this BC LL 0.0 PSF CA-ENG PBC/CWC laming. any failure to buil.the truss in conformance with ANSI/TPIb1.ror for handling,shipping. ,,,.,v,-:e - AN RW COMPANY instal auan a bracing of trusses. A tool.n this dpelro at pegs Il.tlnp this drawing, ,.dhmstss s..apt.nt.Of RiPfealbnal SSOIPa.r,mp jC 0 .IV' TOT.LD. 45.0 PSF SEQN- 244368 sYsyanelbr Ily safely Tor the design leen. The sultabl l lty and is of tele drawing Pb.-any stre*tone is the 9 --- -(L. C• . 9 --- 8351 Rosana Circle rnrepen.l SI Illy w el..gill tiling Designer pr ANsI/iPt 1 s.m.a. iY/7 yT�"1/� \Q� DUR.FAC. 1 15 FROM ✓E -- S3GIWIp110.CA 990 For more Information see this Job's general notes pegs and thus*web sites: 1M Pi W.G� ALPINE:www,nlp,neltw.can;71.1: e 1:w .flp,nb0.erg:Ne rCA: w.sbciodustry.cam; ICC;www.lccsafe.ora -"" SPACING 24.0" JREF- 1 VN07 1 7 5203 EXP.12 3i 15 mJmuswN DB m 7;17: mmaNamm, � $m rtl Nz ▪ ' 6 0000Pooau" as ° Qa L-1 88D000Pmn cS a"""'S „C - A F 0 ; oS mtnaamt. i R ti oo.au�u1Pm,i,§ o� E o% a m J a ro Pa .8888 ome 0 2' N ;�tt11 I. S r°i e,n O 0 0 000 0 6 —! r' O —_OOg.2. O" E W O En 4 H w N - O V • O O T� pO ryRi 3r3 g3t OpO oao pPON a �..� - 33VOmO88 O • m W W g N N m 0 �.., z 2 3 2 °i '� tOj r A J mw 8 8 8 80° m s $T� �4$" ox eJ r,Vhm $ 9 E E b �D \vJV E N V N N H N n m AaG40. 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'0 0 0 0 G 0 0 N '0 0 R , 0 R 0 0 0 0 0" et R P'O m m s_ x N O b m m m 11111100100082' 1 CV 1 m D p 0 0 0 0 0 D 0 0 0 0 e 0 0 0 0°+ p o 0 e 0 et o °P,W °m• i ° 0 N� 't � bNw1:��ro-w.cn m�, 1.+10 m$Ai 0,-; 41.84 7° t1NbN m n mm 10 8 ^. ® m A N y EEEmm Bm L ExxmO¢mmnN N O O ti O $t 0 0 0 a 0 0 0 y 0 1v O O N o x D D O O O O O x a Y Y S P Jm-.omJ5�81 �ow�a ,, o� °g � m00000�0 000000a! oofoaooazS 10000 of nip"-xvoJ n .m ° . ^.N..4aWagAK i4:F1r'a + �13-,`a I',;11 Nam ,N10:'oowawoao'4oamuow bto10 1410 $ o_ _ _a _ oomoo'u` e �oou4m aPooD S^^ 4^2 ' ^ U2V4 ^ 2 BEET ^oy. .7.12i2i2§ 0 gnia S� 44 1 .77\ (1115063--FREDTEST -BURNHAM-ASH, BLDG #2 -- 12770 SW Ash Ave , ** - J10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L 24 f- 2x6 DF-L #2: 2 COMPLETETRUSSES REQUIRED Bot chord 2x6 DF-L 2400f-2,0Ei t 6i,1)\, Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: Nail Schedule:0.131"x3", min. nails :W4, W8 2x4 HF #2: Top Chord: 1 Row 012.90" o.c. Special toads Bot Chord: 1 Row @ 7.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" a.c. Use equal spacing between rows and stagger nails TC- From 0 plf at -5.48 to 70 plf at 0.00 in each row to avoid splitting. TC- From 2 plf at 0.00 to 2 plf at 23.95 BC- From 0 plf at -5.48 to 4 plf at 0.00 (**) 2 plate(s) require special positioning. Refer to scaled plate BC- From 2 plf at 0.00 to 2 plf at 23.95 plot details for special TC- 500.00 lb Conc. Load at -5.48 p positioning requirements. BC- -53.68 lb Conc. Load at 1.15, 1.21 120 mph wind, 43.81 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- -67.00 lb Conc. Load at 3.85, 3.98 anywhere in roof, CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=6.O BC- 95.58 lb Conc. Load at 6.80, 6.87 psf. BC- 220.00 Ib Conc. Load at 9.57, 9.63 BC- 333.00 lb Conc. Load at 12.40,12.46 Wind loads and reactions based on MWFRS. BC- 435.00 lb Conc. Load at 15.23,15.29 BC- 532.92 lb Conc. Load at 18.12,18,18 Right end vertical exposed to wind pressure. Deflection meets L/180 BC- 628.93 lb Conc. Load at 20.95,21.04 criteria for flexible wall coverings. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase Unbalanced snow loads have not been considered. factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 6X8(R) i!! 4X8= 6X'16- 3X5= 0.35 - T2 4X12= 1.5X4111 T r- .,. ,-„-- T---- ''I ' W8 - 2-2 15 1 I .i 42-0-0 _L 3X7(**) Ill 6X12(**)-- 4X8= H0508= 5X7- 8X8= L 5-5-12-- 1"12 5-9-0 s 6-0-8 c 6-0-8 5-9-0 2"12 5-10-12 6-0-8 1 6-0-8 �I< 5-11-12 Al' 23-11-6 Over 2 Supports R=2105 U=933 W=7.028" R=2942 U=1507 RL=-48 Design Crit: CUSTOM/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01.1 N . QTY:4 OR/-/1/1/ /R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "!uaMINGI•'READ Aro FOLLOW ALL tarts ON MS,.A,flCt 04- 625 N 4th Ave,Cornelius OR 97113 "IMPORTANT• FURNISH THIS ORM=To Au o0NTRACTol6 INCLUDING TME INSTALLERS. '`� TC LL 25.0 PSF REF R7175- 3112 heTr"ses require¢xtramo cera in fabr lr-ating,lranelinq, sM1lpping Ins<alt,ng ane branny,Ro{ar io and Pollow ' test teltron of SCSI (Handing Component Safety lnforma<len by TPI end RICA)for safety practices prior DATE 1 n TIw I Ta o,,er^orwi,g these functions. installers shell provide cbeporery bracing per 8CS1, timess floc,'atherw,se, 'or.- i 4859 '9 TC DL 10.0 PSF _ 2/23/i 5 top chord shell have Vropurly attached structural sheathing and bottom Chord shall have a riga eiling. Locat:ens shown r r permanent lateral restraint of webs shall have bracing installed per SCSI A LEFD I� the Join AT.81 er 810.as app!iother Apply pla=ts to winM1 fir r trussoas plan as aboveeend on ....... BC LL 7 7=11 I Uo Joint T.8118.unless,aced eel.,lsA, Refer to drawings 180A-Z for standard plata hewnpositions. ��1 Alpine.a division of ITN Building Components Grow,Inc.shall n reponSl a for any devlatlon From this I ,,.rBC DL 10 0 PSF DRW Oq USR 175 1535 1 drawing, any failure to build the p,;..,* 0.0 PSF CA-ENGPBC/CWC AN ITW CO MAANY tress in conformance with ANSI/TP! I.or far handle shipping. installnt�en A bracing of trusses ^4' ,ping. --- Thal TOT,LD. 45.0 PSF SEQN- 244373 rwseppennelb,tI his srwlyp or theRT pogo ir, wl.vol.edroving.I Indicates o thio gr of prforalylrl engineering le �`, IFC,7,19Bg Rs-f ley solely Portly Mallon., shown., - The Iyla1bil My and gas of fire araRlnq for any etrdewi.!a On - -"„�,�_ R3SI RoyanaCircle responsibility or the guild/rig Aal,pwn per ANSI/IPt 1 s.w.g. T/qO�,�.. 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