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Home My WebLink AboutENGINEERING (121-180)Cameron Engineering Truss: P02 Phone: 303 800 6750 JobName: SURG non _ Keylluild®System BIadscamron@yahoo.ccln Daze: 09/26/10 13:43:45 KeyTmss® System Gee 6.018 Version: 1.183 Page: I BID Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0112 1 0-0-0 1-9-0 1 48 in 105.1 Ibs 5-}10 S}10 S}10 53-10 S}10 2-4B 53-10 104-3 1510-13 21-2-7 2560 1 31.9-f0 34-]3 1-10-12 1.10.12 0.8.12 1 2 lb 3 4 5 6 7 H 0-0-0 S}10 53-00 5-}f0 5-340 5-}10 53-10 2.9-9 53.10 10d3 15-00.13 22 W-6-0drw 3L9-10 34]-3 Cinlcnin5mefmmmrmninxw a ntivA.'Favven'iMcuo lh na�hrdtlU5n5 (AISDf InR n4fMel u[rnld Jc nert6i, Psdiwlm Ldmn6C l mim llatesmc cn Nizditrf npwe HnpBnd R4IvaGnvnl Nac fm fa0eedmifatim All ude zlw Paf zuifi Iaciz Nmami lurk v,,w gi ruin Nnmi s lw A6151mi8mim fa Cddl'and5lvl Caipz Maidain famcepmi�Bu 9'16'idn Milmin fs1w44x fwa sJis d# rtvQinal9'16'�dn fm eatl�ahad nxlamvfel ded! CSI Deflection U 00c) Allowed TC: 8654 (6]I TL BOSivUP L/9 (6'B LlM BC: 8391 (IBIII 110.0in L/9A f1-D L/3B1 Weh as ry15) Hm'IL Bmi. I] TCCminu¢IYBn BCP mSP¢in,=48in Reactions Summary IT T X BC B Wi6 R—im IT BC M:u R. I.tu Cmvll ifl M WFRSII ifl M Cwu iR 6Lv11 ifl Mu Hai. 16 Pin(WU 1 I tin 17414 16 1 1181E -MS IN AbIk -0 Ih A ftn 15 HRd1(WU 1 I 15 in 4AIb U I 9AItz A671k -=N -1.4AIIN 14 HRd MW 1 1 15 in 4131IN H I WIN -R516 -:.m In -IAQIIn W RRd11WU I 1 15in 4 ftn Il I MIN 4 Ik -IMOIN -I.ZOIh 2 HBO I MW 1 I 15 in 4161a 2 I wN NU IN -13HIm -13A1hs 11 HRHI(WLI 1 1 15in QSS Ik II I 90IR -I,ITIN -I.ITIN 10 HR.I(WW 1 1 15 in 3171N 10 5131k =IN -w AIM 1@IN 9 HRdI(WW I I 35 in ZI IN _ 9 1 4llk B HR11 MU 1 I 15 in I7IN 8 1 SKIN -3581b -wIN -I,M41k. 17 HRdI(WL) 1 1 15in 251d 17 1 Mlb, -105 �Ik -0216. 16 M. ML) 2 1 tin 318 IN 15 HRd1 MU 2 1 "in wld I4 HRd1Dl'L) 2 1 15 in wIN 13 HRd[ MU 2 1 35in Men 12 HRdI BY 2 1 151n wlh II HRd1(WU 2 1 35 in T51k 10 HRd1(WU 2 I ISM WIN 9 HRd1 ML) 2 I 15 in 191d 8 HR41(WU 2 1 15 in 1581k 17 HRdi fWLI 2 1 15 in MIN SCANNED BY St. Lucie County H Page 121 of 570 ALL GENERAL NOIBS OF] DRAWNG PACKAGE Sue11 BE CONSIDERED AS AN INIFGRAL PART OF THIS CONffONFNT DESIGN nOCUhffNE NOTE THAT'THE Cementn Engineering PRO IIIEMn4N101N APP11CAnLE OFSKiN GRIIHIIIA PoR 1]9 Cae Cam TIIEIDADSIDADNGCCOOND711ON.MWSA CER ONFKMAnONS..SANDSPAN5WI15lFDONT SIII . Iopem.008ffi1 Cameron Engineering Truss: P02 Phone: 303 800 6750 JobName: SURG '°" ` BredsCazneron@yHho0.com Daze: 09/26/10 13:43:46 KeyBuild®System System Cm 6.018 KeyTmss® Page: 3 of 13 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-m 1-9-0 1 48 in 105.1 Ibs 16 m( mMIN I6 Pin(WU a I tin -WIN H I5 xRm(W4 I 15 in 811Z 14 HRdIU (WU 4 I 15 in 714h 13 HRai(WL) 4 I A5N 7!2trh 12 HRaI MU 4 1 ]Sin 7151N 11 HRdI ME) 4 1 15 in 8191h 10 110.ai ML) 4 I 35N SHIN 9 HRai (WLI 4 I 15 in MIN 8 HRai ML) 4 I 15 in TV IN 17 HRai MU 4 1 SSin -Mlh Page 123 of 570 ALL GENERAL NOIESOF'M6 DRAWWG PACKAGE SHALL DE CONSIDERED AS AN INTEGRAL PART OF ME CONIPONEM DESIGN DOLUMFTP. NOTE MAT ME Can"Mot Englnemin8 PROFESSIONAL ENGINEERS SEAL INDICAMS ONLY MAT USE MUSS ASSEMBLY SHOWN ON MRS SHEEE hnE1 ME MPIIMOM APPIICABE DESIGN CRITERIA FOR JEBCrn Cum UIE LOADS. LOADING COMMONS, TRUSS h@MBER CONFIGURAWNS. AND SPANS US7ID ON MRS SEEM. Lnn nM, CO Bonn Cameron Engineering Truss: P02 a t Phone: 303 800 6750 lobName: SURD LSTIIVstern (' KeyBuild®System Bcadsca3neron@yahoo.com Date: 09/26/10 13:43:46 KeyTmssO System Oee6A18 Version: 1.183 Page: 8 of 13 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 010-0 1-9-0 1 48 in 105.1 Ibs 1S6 Pin(WU 8 1 tin 9M IRH H IadI(wU 8 1 151n -1.4AIh 14 HRdI(WU 8 I Is in -IAQIh 13 HRoU(WU 8 1 351n -I.2DN: 12 HRan OVU 8 I is in -13AIh 11 HRAI(WU 8 I 35i3 -1.19Iae. In HRtlI(WU 8 1 35in {@Ih 9 HRun ML, 8 1 33 in Ulh 8 NRtlI(WU 8 1 35in 17 HRdi(WU 8 1 35in 4MRn Loads Summary Load Case Lrl: Std Live Load Dimlhlred Lm& Mn,ier I_mimI 1aalm2 Di.im SWM S. Uud End lmd 3Nb Widh Tay C. Onvn Py M,f W,f Ylin Ra Cm Dam Py Olnf Op:f 48in Load Case DI: Sod Dead Load Ea Cm Omm Ran 10,f 10,f Min Autorated Load Case W l: MWFRS-Left(Up) Dimlbwed Loads Menb I iml 1-di-2 DimYm SpnWi swtmE fitl 1mE Tn'6Wieh TT 000 1860 NUp Role 51.67pf 51.0pf Min Tap 1860 31410 NUp Ran 51.6]pf 5L61pf min Ty 314In YT3 NUp Rote A.Wpf A.f9 pf Min Tap 37-3 36d3 NUp Ron V%'r 9.%,f 48 in Automated Load Case W2: M WFRS-Rlght(Up) DimilawdL dS Menbn I niml 1-dim2 D nan SpcM sw lml DdLW Trih Widh Tap 13110 31410 NUp Rake 51.67pf 5167pf Min Top 000 13N0 NUp Rat[ 51.67pf 51.67pf Min Tap 31410 3L7-3 NUp ROM Mpf 24pf 481n TT 37-3 3643 NUp Rote 51.56pr 5L%,f Min Automated Load Case W3: M WF1LS{Mox Dn) Tay 3M b 3 NUp Rv H.Sbpr N..56pf Min Automated Load Case W4: C&C(Su62ion) DiariWred loads Tap 3141D 37-3 NUp Rdk II].]5pf II7.75p1' 4 in TT 3l7-3 b43 NUp Rnls N0.]5pr 14 75pf Min 1) This truss has been designed in accordance with ASCF7 -05, 145 inph, Exposure C. The building is Gable/Hip with Building Category IV (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 930 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prune ]legion. Load Combinations Taue jnd..: Mm ninn csL—ndd fua. Ina gyp.f irMR lien—aaioR ) 2J 0.59 4AIh IOIh) 4-5 0.5A 4L Ih Nlh) 6] a654 9r61te Nihl al] aR9 I81Ih 1 nCIJ 410 n.AI nlh 11-12 a212 nlb: 1114 H]M Si51h 1.131hJ Iilh a3u 9MIh 01 e 128 of 570 I0N aAI Olh Izu an6 SM151h bnlh) 14is nJbl 4161h Nlb ` Weh. I-Ib 0.18J 51YIh (-i5111c) A GENERALNOIFSOPm15 DRAWN'GPACK GESHALLDECONSmPREDASANPrIPGRALPARTOPTHISCOMPONPNIDESIONOOCUAffTHmlo l T. NOREATTHE Cjen EnglndYing PROMSIONALFNGNEER!S AL NmICAMS ONLYTHATMEMU33 ASSEMBLY SHOWN ON7HLS SHFETNU31S'IHEMNNNMAPPIJCABIE DFSIGNCROERM FOR Im�L LOA THEiMADS. DWG CONDalONS.TRUSS MEMBER CONFIGURATIONS. AND SPANS QED ONTHLS SlUrni. Ln nn.CO elII3 Cameron Engineering Truss: P02 Phone: 303 800 6750 JobName: SURG KeyBuila® System BmdseamewrI ftahoo.wm Date: 09/26/10 13:43:46 System Cce 6.018 KeyTmss® Page: 9 of 13 Version: 1.183 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-m 1-9-0 1 48 in 105.1 lbs zl4 a� asz1E: Page 129 of 570 M4 a4H I'min, (bHIH) ALL GENERAL NOTES OF TNIS DRAWNG PACKAGESHA BE CONSIDERED AS AN RMMRALPARTOMS COWONENTDFSIGN DOCUMENT. NOIETRATTHE (,yMmn Engineering PROFESSIONAL ENCHNEEt'S SELL PDICA'IFS ONLY THATTHETRUSS ASSEMBLY SHOWN ON THIS SHEET MMEQIIS THE MINLNUM APPLICABIEDFSIGN CREIFRIA FOR Emc—Can THE LOADS. LOAONG COMMONS, TRUSS MEMBER CONFIGURATONS. ANDSPANS USTFD ONTMS SHEET. LID CO Bern e Cameron Engineering Truss: P02 is Phone: 303 800 6750 JobN= SURG .* KeyBuild®System Bradsca,neron@yahoo.com Daze 09/26/10 13:43:46 KeyTmss® System Oee6.018 Version: 1.183 Page: IO of 13 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M 1-9.0 1 48 in 105.1 Ibs t I 512 ¢4]1 LE51� (bI81k1 Page 130 of 570 612 ¢191 Mb (IJR:) A GENERALNO OFMBMAWNUPACK GESH BECONSOFAFDASAN RALPARTOF'IHISCOWONFNTOESIGNL UM ..NOmTH THE Ciumemn Engineering PROFESSIONALEJGP'F➢tS SFAL INDEAT60NLY'THATTHEMUSS ASSEMBLY SHOWN ON THIS SHFPFhff£I THEMWIMUMA UCABIEOESIGN CRMR FOR 172C—Can THEMAOS. IAAOP:G CONOmONS. MUSS M BER CONFIGURATIONS. AND SPANS USIIDONTHN SHEET. L�cowa Cameron Engineering Truss: P03 W Phone: 303 800 6750 ]obName: SURD KeyBuild"stem Btadscamemn@yaho0.com Daze: 09/26/10 13:43:47 KeyTmssO System Cce 6.018 Version: 1.183 Page: 1 of5 Report: Eng Plot SPAN Mai QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5A02/12 1 1-9.0 0-0-0 1 48 in 132Albs 1.9-0 34-12 '�- �— 34-12 5E-12 5-6-12 5-6-12 �- ---�— + S4i12 _ i 5E-12 —� 3-0-12 0-6-12 6-9.9 3-6.12 t24-5' 1]-11-0 ]3-5-12 2B-0-] 34]-3 3-6-12 3 4 5 6 7 B 4a 2 51 1 9 15 14 13 12 191 10 17 16 0-0-0 0-0.0 34-12 34-12 54i42 5-6-12 5-6-12 56.12 5-6-12 34-12 6-9-9 12-0.5 i]-11-0 23-542 290-] 34-]-3 Cisia i-miclnavwry inw . Spina iMiwe h5leKwa inrlv6s.'Pnatam"iMiwn thn n dalOSUS(ALSBfatean mpaaf el oe oHd6n nmic. EeArvlm iWtaw ft m dfav n iu Wlu[ imol nrte6lWwmWs damin. alialn6 rsµmi Refclvfiemil Nea fv fuJvdvi6olim AllwvaHe etrvyfalacia mleWwWfv Ik 19%b A6151ai6dim fn CdGFvnN SlxlfMipi Maiwinfalverepuiiga 9'16'Irvn 3Lv'mdnfaloce�-nmpnY 9'16'Ian fu Welmd sl¢I mrtcnd CSI Deflection L/ 00c) Allowed TC: 0.6'I3 (Idl TLQminOP L/915 f74o L/b0 BC: 0.6/I(131n Uiamn L/W 08)) L/YO Wdx 06V(115) Hw TI:o01in 17 'IC CwiwnlYB umt BCPWin S,vdrg=48in Reactions Summary H Rai mi 1 1 15 in 9AN H RdI lWU I 15 in Qn1U H RdI(WU I 1 35in 417IIn H Ran(WU 1 1 15in 5101111 H Rai (WU 1 1 Min 16/Ila H Rdi ML) 2 1 15 in Mlla PIn&D 2 1 tin ®Ib H RdI(WU 2 1 in H RdI pVU 2 1 15iv Mt 911 HRdJML) 2 1 35in LOAN MR dI(WU 2 1 1 in 9211d HRdI(WU 2 I 15 in mh HRdimu 2 1 35in Lm116. Nita I(WLI 2 I 35in 1GIM H Rd I ML) 3 15 in ABIM Pin(WU 3 1 tin 3J14. Pin(WU 3 1 tin IW IRH HR610L) 3 1 35in mlI HRdfWU 3 1 isin Sal lk H Rd: MV 3 1 15in 467Ita HRdI(WU 3 1 ,5in 41511s HRd: MU 3 1 15 in 390I13, H Rdl(WU 3 1 15 in 518N H" IN'U 3 15 in Im w H RdI(WU 4 1 15 in UU Pin (W-) 4 1 tin ZHAN Pin(WU 4 1 tin &NH H Rd1(WL) 4 1 15 in 498 Pn H RdI(W4 U 1 15. wl1,, H Hal ML) 4 1 35in SO n, HRd:MU 4 1 Min mHW H R.I(WU 4 1 35in Uft HMI(WU 4 1 35in 918IN H Ran WU 4 1 35in win 16 1 ®IFe -iAIE: -lml2 -Imft 1.'XBItr. IS I 5921d An -1.9DIk -1.90N SM I� U I I,BAI% -I.lil16s -233611n -23MN n I 901H BW I� -I.010 -I.ODIE: II I 8n1h: 4mlla -1,.1b -1.4291� to I LOU Id -IM IN -1.011in -1.01 llx 9 1 3m4 -Y.GIb 498N 481d Page 134 of 570 IIALLGINFRALN0160F'IH6 DRAWING PACKAGESHA BECONSUMiREn AS AN VHEORALPARTOFTK[S COMPoNFNTDESR)N BO(ZUM .NOETHATTHE I Cartmon Engineering PROFESSIONALENOmF➢tS SE WEHCAT60NLYTHATTHEWUSS ASSIDH)LY SHOWN ON THUS SHFEF NREIS THEMINIMUM APPUCABU DESIONCROUiRIA FOR THE w,,S. LOADING CONDmONS.TRUSS NUEN1BEA CONHOURATIONS. AND SPANS 115lPDONTHL9 SI ioT . LvpAvi. COBffi3 Cameron Engineering Truss: P03 !d y Phone: 303 800 6750 JobName: SURG KeyKeyTm System BTBdSC30teTOn@yahoo.com Date: 13:43:47 KeyTmss® Gee 6.10 System Gee 6.018 Version: 1.183 Page: 2 of5 Report: Eng Plol SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 344-3 5.002112 1 1-9.0 0-0" 1 48 in 132A Ibs x u 5 1 151. 16 Pi'ML) 5 I tin GIN 16 Pin(WL) 5 1 tin &INH 15 HINC MQ 5 1 15 in MIN 14 HRd;MQ 5 3.5in wt 13 HRdML) 5 I 15in 4101N 11 HRdI nVL) 5 I 15 in cl IN 11 HRdI(WL) 5 I 3.5 in 4DIN 10 HRd11WW 5 I }5N 5161N 9 HRd11WL) 5 I 35 in ltelN D HRdI(Wq 6 1 15 in -R0t 16 Pin ML) 6 1 111n -3311N 16 Pin(WL) 6 1 Sin U5NH IS HRdI(WL) 6 1 15 in -=IN 14 HRNI(WL) 6 1 }Sin 7411% 13 He:M 6 1 ASin -1.3D 1N R HRd ML) 6 1 15 in -fl591N II HRall MQ 6 1 35 in ffi11N 10 HRI: ML) 6 1 35 in -I,USI IN 9 HRtlI ML) 6 1 }5in -NI IN D HR1I (WL) ] 16 Pi, MO 7 1 }5in tin 331N -3AIN Page 135 of 570 16 Pin ML) 7 I tin 5111NH 15 HRdl(WU 7 1 15N -RQIN 14 HRd! ML) ] 1 }sin mN A GFNFAALNWESOFTIHS DRAWWGPACK ESH BECONSNERm ASANLNPU PARTOF'IHLS COMPDNFM DESIGN COLUMENT. N=111ATTHE CnnElDn Engineering PROMSIONA e,IGNesR'S SEU.WDICA'IFSONLYTHAT'IH MUSSASSF LYSHOWNON'IFaSSHFEIME£IS MWN4UMAPPIJCARIEDESIGNCRHERIAFOR D53cn c. 'IHEIAADS. WADWGCONDn(elg. TRUSS M ER CONRGURATONS, ANDSPANS ILSIFDONTH6 SHFEe La .CO BmJ Cameron Engineering Truss: P03 p�� rmnevlaaxut Phone: 303 800 6750 lobblame: SORG "IiIiiiJ KeyBuild®System Btadscanleron@yahoo.com Daze: 09/26/10 13:43:48 KeyTnEs9 System Ces6.018 Version: 1.193 Page: 4of5 Report: Eng Plot SPAN PrFCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.002/12 1 1-9-0 0-" 1 48 in 132.4 His 16 Pi.ML) 8 1 tin-1.5121d Ib Pin(WU 8 1 tin I.W 11aH IS NRdIFY 8 1 ]5in A.9cun 14 HRd1(WL) 8 AS in Vnh D HRdI ON 8 i51n-23361tl 12 HRd! (WL) 8 J.Sin �I'm IIn II Hanl ML) 8 1 85 in-1.4MI� 10 HRdi MW 8 1 3.5in-1.4311b 9 Hand (WL) 8 1 15 in 4%ca Loads Summary Load Case Lrl: Sod Live Load DiMbuted Loads Menht I .iml 1 a1im2 Oi 1im Snrntl Sun lad End WW Tab WiAh Tap Cm Dam pal Mont Apr min B. Cm Lbm Py 0'f np,f 4Sin Load Case DI: Sad Dead Load Dismblrted Loads Mmic Idviml 1-u-2 Dirdnim SgW Sun lad Etllm] Tnb Widh TT cad DS.m Rum 10ppf Io'f Min B. Cm W.m Rdx Wont 10R.f min Automated Load Cue WI: M WFRS-Left(Up) DimiWled lands Automated Load Case W2: MWFRS-Right(Up) DimidMd Weds Automated Load Case W3: MWFRS-(Max Dn) Dimlbnled Imds Meter Imliml Ia-uim2 Di.im Spmi Sunlatl EALd nlib wiah TT -190 000 NUp RM, S.58 pf A59Hf Cain TW 000 S9 NUp Ban 201 Rf 2ol fnf Min Automated Load Cue W4: C&C(Suction) Distributed Wads Ty 6.99 H." NUp Ra (0141ef 0..14p:f Min Ty I&W 3Ad NUp Ralx 68.141ef 014,1' Min 1) This Huss has been designed in accordance with ASCE7-05,145 mph, Exposure C.Thebuilding is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hunicam PmneRegion. Load Combinations Page 137 of 570 II TM P OFESFSIONL ENGINEM!i OF 'S SP INDICATES ONLIS DRAWING GS� BE CONSIDERED AS Y MATTER MUSS ASSEMBLYSHOWN ON M13 SHEET METS THE M0JP1 MIGAPPNJCABUEDESIGN CCRGER1A MR I (Zonneran Engineering 'THirt erng II MEWADS. LOADWG CONDMONS. MUSS MPMBER CONFlGURAMMS. AND SPANS LLSYEDONTMS SHFEf. Cameron Engineering Truss: PO4 - w.P1:......< Phone: 303 800 6750 lobNane: SURG Keyfiaila®system Bradscameron@yahoo.com Daze: 09/26/10 13:43:49 KeyTmssQP System Cee 6.018 Version: 1.183 Page: 1 of5 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 O-M 1-9-0 1 48 in 1185lbs 5-6-12 5-6-12 5-6-12 5-6-12 5-5-02 34-12 3.4-12 1-9-0 83 22-2-14 27-9-10 31-2-6 34-7- 3 3-6-12 3-fi-12 0-6-12 1 2 3 4 5 fi 4 7 1-2 5 n7 6 47, 414 15 13 12 11 10 16 9 If 0-0-0 0-0-0 5-6-12 &612 5-fi-12 5E-12 5-&12 34-12 34-12 5-6-12 11-1.7 1 1 16-8-3 22-2-14 27.9-10 31-2-6 34-73 Cimlre ia5mleful,#n%J. in �veE. Sgaa irtiaefvlenxmninrlod:. 'Favlmen iMaulkrvmhtd/LOBOS IAISB f%clacrs rtynrtdu ere eNdlh �reMe. EaM1nalie irv0aolh nnd[rdfu42rs aqv� Wlere mvmimpua wecnllNa4m N6 dawi, apale it rspmi RehrwCx¢rul Naa fa fwUerdanfaim AIIwuNe elvrlefulaeris Walwcdlclk 19b At3151aifiaim( Ctl6Fmred Slal Usigr. A1niMinf lertepu'i�¢e A'16' min Mumnin Ns42reJg nrvgn0 A'16' �dn (aerAaktt d e1x1 moa:1M CSI Deflection U 000 Allowed TC: a (0 'n:QTin UP LIM 1� LIM BC: 6491(IWIS LLQQlin LIM (1-2) LIM Wek adV(215) H—MQ(nin 17 'ICCaviw Iy Brzml BC Perlin Slreiry_48 in Reactions Summary 3T T LC Be B Wid Ream IT BE Nuu Real MUGrvvU i0 MexMWFRSU i0 Mucwu iB MVU i0 M.ix Haiz 16 Pin(WL) 1 1 2in I= I6 1 36516: -3621m 31911a 5E`NN-L7101d IS HRai(WU I 1 15in 414 N IS 1 W91h .1.021 IN -),WIN -I.(65Ite 14 HRdI(WQ I 1 3.SN 415IN 14 1 MIN BYId -9851Fe WIN 13 HRd:(WQ 1 1 15in 4016.. 13 1 MIN �1%-I.Xtlb -I,93IN 12 HRai MQ I 1 151. 4731% 12 1 MIN �16 .1.1171d -1.11716: 11 H San (WQ I 1 15 in MIN 11 I 6561k -WIN-1.2981k AMIN 10 HRdi(WE) 1 1 15 in MIN 10 1 SHIN -MIN -LEBIN -L031 IN 9 HEd] (WQ 1 1 3.5 in LAIN 9 1 401 IN -w IN -IMI4 4.Mlla: 17 HRnH MQ 1 1 15 in rift 17 1 TIN -161 IN -0 11l 4MIN 16 NIME, 2 1 2in 36i% 15 HRd1(WQ 2 1 15 in MIN 14 HRdIDVQ 2 1 15in MIN 13 HReEVL) 2 1 15 in mi5 12 HRdI(WQ 2 1 15 in 9571E II HRai ME) 2 1 15 in WIN 10 HRtl1(WQ 2 1 15 in 55f11s 9 HRdIML) 2 1 15 in 401 IN 17 HRdIML) 2 1 15 in WIN 16 Pin MQ 3 1 2in MIN 16 Pin (WQ 3 1 2in -INH&H 15 HRtl1(WQ 3 1 15in WIN 14 HRdI(WQ 3 1 15 in 45711e 13 HRnH(WQ 3 1 15in 4HIm 12 HRd] (WQ 3 1 Ism 4AIIti: II HRd1 ML) 3 1 15in Vila, 10 HRdI(WQ 3 1 15 in "IN 9 HRdIOVQ 3 1 15 in ZId O HRal MU 3 1 15 in 49ft 16 Pin(WQ 4 1 2in MIN 16 Pin MQ 4 1 2in 81a:H IS RRdlIwL) 4 1 3.5in 81711N 14 HRdI(WQ 4 1 15in 8101G: 13 HRIBME, 4 1 151n MIN 12 HRdI(WQ 4 1 15 in MIN 11 HRai MQ 4 1 3.5in 57416: 10 HRtlI ML) 4 1 15in ,SMW 9 HRdl MQ 4 1 15 in 2311H O HRd1 ME) 4 1 15in -2316: Page 139 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSMER®AS AN IMEGRAL PART OF THIS COMPONFM DESIGN NLU64NF. NOTE 7HATTHE Common Engineering PROFESSIONAL ENGINEERS SEAL NDICATES ONLY MATME MUSS ASSEMBLY SHOWN ON THIS SHEET NEETS ME MBJIMIIM APPLICABLE DESIGN CRnFR1A FOR 17MCme Con THE LOADS, LOADING CONDMON5. MUSS M ER CONFIGURATIONS. AND SPANS LSTED ON MIS SHEEP. Inpme, CO mAB Cameron Engineering Truss: PO4 Phone: 303 800 6750 JobNallle: SURG _�[�W., KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:43:49 KeyTNss® System Gee 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0112 1 0-0.0 1-9-0 1 48 in 1185lbs ml m 16 Pin(W8 1 tin U -I.Xn IN Is HRdI(Wq e I 15in -].WIN 14 H=ILUI 8 I 15 in -0d51k 13 HRdfavo B I 15in -136 . 12 HRd(WW 8 I 15k -I.1DIk II Hm:mul B I 15 in -LFH14 10 HRtlIM 8 I 15 in -Lm11k 9 HRd: (WU B I 15 in Im lk I] HRNI(WL) 6 1 15 in 4721k Member Material CSI Bracing Max P Ty, CMIb 355162-540QU) (104 sFcnled 941 IN CM946 36E1@ffyD.kl) n9ID 5hmJd I1760ft Ba 16 36 W0(331i5 n491 4Rivac I.NUIIa WW111 34'SfQM(X3 1 W0,215 N'eb3lf ?6E1&Jff9l it ) uiftm U'F-R 91IN 1.@Ilk W6114 36St3b}iin am EURB�LIrhu:d.. s)S N'eb314 1W51&J31]36i1 ¢46J UMaa1 IN I.)xllk WibS1B _ _ RM 36TS16li Mkli) W[bi13 .M'5162.A(D4i1 0.III UrF d MIN We Q41P'T'ud 6.11T��'a�3fit31_61:33OON11) Wrb611 J6M16L3i (ll Nil a�i Udmcd WIN W37-1r""—'-�TJ6S16t�1i {i160 aUi ___ _ _ _9f W67-10 36M16bDWbi1 0m ]B6 U,lucd 1k I,191IN Witig4 ?6S16L31.W_ti) a5J1�alydrad. 1.6I1 Ilz� Loads Summary Load Case Lrl: Std Live Load Distributed loads luarbn fmiiml L im2 Di.ia, s.d Sennl d Eat.,a Tdbwidh IT C. Pwn Rq IDpr my.'r mi. But Cm Dam Pq opf opr am LoadCue Dl: Sol Dead Load Dimlbu¢d Im& wma Emend 1 11.2 M.I. Sw Smdlmd aalmd Tdbwidh TW C. D—, Rd[ 10pr 10 ,f R'l Bd C. Dam Rule 10pr IOpf Zin Automated Load Case W l: M WFRSLeft(Up) DiaburedI & Jwa I¢mieal 1 im2 Di.im Sped Slatlmd Dd lend Tibwidh TV pan 1860 NUp Rats 51.67,f 51.67µf 4Bin Tap I860 2Y110 NUp FNI 51.67pr si.w r @in Tap V410 3Y7J NUp Rue 37.69pf A.rOpr 48in Tap 147J J643 NUP Rah M.96pf P.96pf ON Automated Load Case W2: MWFRS-Right(Up) Dismwdod Loads Aknls �iml Imuim2 Di.im Spctl Suullmd EJ latl Tdb Widh Tap A110 2 910 NUp R. 51.67pf 51.67W Qin TT 000 93r0 NUP Rats 3L67pr 51.67pr min Tay r"D R7d NUp Rah 2WI pf XO pr ®in T[p 34." .M43 NUp Rah 5157pf 515lpr aat Autormted Load Case W3: M WFRS{Max Dn) Donbued loads m[nlzr Imeiim l 1—a i.2 ol.im S eo S,an L,m Esd Tdb Widh TT V410 J173 NUp RWs 101 pf 2O1 pf an. Tap #7J J643 NUp Rah H.58pf MSBpf 48in Automated Load Case W4: C&C(Suction) Devix ed lm6 Mu,ba t iml L im2 D.im Sacd soetmd fitl lad Tra WWh TW 000 %310 NUp Rue 0.14pf d114pf am TV 3110 27A10 NUp Rah 0,14pf %14pf 48in TV V410 W-3 NUp Rah 117.75pr 111.75pf 48in TT W45 1541 NUp Rah IW75Rr 10.75pf 69in 1)This truss has been designed in accordance with ASCE7-05,145 frlph,Exposure C. The building is GablelHip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Ches: Enclosed, OCZone Width 930 ft. The left end vertical has not been exposed to wind. The right end venial has not been exposed to wind. This Huss is an End ZoneTmss.This truss is not in a Hurricane Piece Region. Load Combinations s lend Cann Fens I OI I.OD J am DCQ7 C4=Uf=Q79W);n]Slii 5 Ol aa'15WJ 1.03) n6111 a W2 (Lou �8� a6Ol3 W'9 LQm'�1 into Member Forces Summary Tatlei,dcmn:MenkrM.,maCSL„wadalfaa,preaav,p.foaifdBaedfianiw"uixoe -Ni I-z n6"14 01k YI a59 47 ik (01kI 56 afH1 9t11k Nlk) 7A aw WIN (01k) 2J ¢56J 41]Ik Nlk) 45 nMI 41]Ik Nlk) 6) ¢7(9 >fBlk (b91k1 xD CIRR on (-311k1 BCM 91O Um/ oft 11-R UJ& tl1Ylk (-X Ik) 1114 U4R LN3Ik (ta lkl ISIb U4Y1 I.. Nlkl Tall am] 01h R233 R 8191k (-Xlk) ILIS ¢NI L]mlk Nlkl Wck 016 a191 5721k 1-251k) 314 0.46i 1.3mik 14521k) SQ a4X 1,2211k (-)11Ik1 )-10 n36 I.IS91k (Zi1k) ]-IS a(N L&Ilk 1-7mlk) 4-IJ a49 I.lW lk (d531k) (ill n78! Phi lk (ASl lb, 69 aSJI 1,6111k (Ji61k) D14 n� =N SD am 62iN (d Ibo 7-11 a314 MIN (-MIN) Page 142 of 570 —GFNkAALNORSOFTILSDRAWNGPACK GESH BECONSDMMASMN RALPARTOF' ECOh@ON DBrNDCC .Nd1E TIHE Canemn Engineering PROF}SSIONALENGfrssRS SE IND&ALES ONLYTHATR TTHEUSS ASSEMBLY SHOWN ONTRIS SHIMNEETS TIRxID4 IAPPI2CABIRDEtIGN CRUERIA FOR IMC.Can nos U0AUS. IDADNG CONDTHONS. TRUSS V[sNISLR CONFTGURATONS. AND SPANS I1tilID ONTHIS SHFEI', L�COmx; Cameron Engineering Truss: PO4 E aa..m�% Phone: 303 800 6750 JobName: SURG ...,� KeyBuild"stem Bradscameron@yahoo.lbm Daze: 09/26/10 13:43:49 Keyms® Sysi m Ceo6.018 Version: 1.183 Page: 5 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-" I-9-0 1 48 in II85Ibs GUSSET' PLATES Additional Notes: The end ofevery chord segment shall belmaced laterally perpendicularto the ptaneofthe truss. Lateral braces shall be installed Within 6" of the end ofeach chord segment. Page 143 of 570 AILGFNFAALNOIFS OF THIS ORAWLYG PACKAGESHALLBECONSIOFItE0 A5 AN INIFGRALPART OF THLS COMPoNINI'GESIGN WCUMINI.NOI£THAT THB Cameron Engineering PROF6SIONALEMRCEF]fS SP INDICAT60NLYTHATTHETRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS TNENUNNUMAPPUCABIEUFSION CRITERIA FOR rmc—C THEIR .LOADBJG COMMONS, TRUSS NNIEM1M1®ER CONFIGURATIONS. AND SPANS USTED ONTRIS SoUnc t�COstw �rM Cameron Engineering Truss: P05 Phone: 303 800 6750 JobName: SORG KeyBoild®system Bradscameron@yahoo.com Daze: 09/26/10 13:43:50 KeyTmssO System Cee 6.019 Version: 1.183 Page: 1 of5 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.001/12 1 1-9-0 0-00 1 48 in 1563lbs 1`9.0 +— _ 5AA2 __ 54-12 _ 5-11-6 ___5-11-6 —1 5-11-6 5-11-6 0-6-12 5A-12 10.94) 16-8-15 22-8-6 5.242 26-]-12 34-]-3 5-2-12 7 3 4 5 6 srz 2 1 15 4 13 12 114 10 9 _6 14 0-0-0 0-00 5-0-12 5-0-12 5-1 h6 611.6 5-11-6 5-11-6 5A42 10-9-9 16-8-15 ~ 22-8.8 28-]-12 34-]-3 Cirtlus i�mv fv¢iermminwe%. Sq irt4cu t temrmnindada. Whv m.implvusvewllWdd-als clnYWII}'n llaeisrtgomi RearbGrneWNddkrfnt rclmGwrim. Allmx esl MravlemisalCWwellvrk1916A ]S1 irimimfa CadF Simil ip M ddri Rmr s,unmw WIG ma MtinvnrwR-re4ge.mtpna WRY min(aexbskud slal [wdaM CSI Deflection Ll (loc) Albwed Tc: am tan 13.ammtm L7W (an LI 240 BC : 0.]BD(Ib131 I.L. OA1in L1999 (a7) LlW W* USPO-IH Hvelbamin 3 3C C.,.I, Brvatl BC PI41in SW '. a in Reactions Sonmlaly IT T LC BC B Witl R.im IT BC Ma Rent MUG.(Join maxw 25U in M.Cwu i8 M U i8 MUHuie 15 HRtlI(WU I I 15in 611e IS Nlk d1411a -IN IH -1014 Pin(WL) 1 1 tin w1% N fro l% -36)b, -23381% -Imt 25E 1% 13 FIRtlI(WU 1 1 15 in 4MIz 13 1 BID In -2 In 4N81% 4H81% 12 HRdd OVQ 1 15 in 4561% 12 1 9e11%-I.ORI% -22121% -VeU II HRtlI(WL) 1 1 15 in mitt II 1 I.OA Id -IARIM .1.3UI% -1.2131E 10 HRdIML) I I 35in 4filld 10 1 Mow _W51n -1.MRe .1.5AIk 9 HRdl ML) I 1 15 in SPIR: 9 1 I.IQId -L1571k -LXSIM -1.wN 8 HRdIML) 1 1 15in 17111% 8 1 29,11% -2931k Sll lk -5111% 15 HRtl1(Wq 2 1 15 in 15 In 14 Pin(WL) 2 1 tin i01% 13 Hado OYL) 2 1 15 in Mon 12 HRtlI(WL) 2 1 15 in Self% II HRdIML) 2 1 15in LOA on10 HRdI(WU 2 1 15 in 8561% 9 HRdI(WL) 2 1 15in 1.1621% 8 H Rd I ML) 2 1 151n D41% 15 ItRdi ML) 3 I 35in 14 Pin(WL) 3 1 2in IW I% 14 Pin IWL) 3 1 2in 1911aH 13 H Rtl1(WL) 3 1 35in 4691% 6 Rod IM 3 1 15 in 4W IE+ II HRd: (WL) 3 1 15 in Ydl% 10 HRdI(WL) 3 1 15 in 4XIh 9 ItRdI(WU 3 1 Min Y61n 8 HRd1 ML) 3 1 15 in IQIM 15 ItR41(WU 4 1 15 in -12 on 14 Pin (Wy 4 1 2in .TNI% 14 Pin OVp 4 1 2in 921%H 13 HRdI(WL) 4 1 35in wild 12 HR.I(WU 4 1 15in miff II HRdImw 4 I 35in "Ift 10 Hlznll U 4 1 15 in 739I% 9 IF Rd: OWL) 4 1 151n 1.0181% 8 IF Rd ML) 4 I 35in Milt Page 144 of 570 ALL GETMU.NOIFS OF Mki FEARING PACKAGESJA BE CONSIDERED AS AN MI£GRALPARTOFTHIS COMPONEI'DESIGN DOCUMENT. N01ETHATME Cameron Engineering PROFESSWNALENORIEFRS SF VUXCATES ONLY THATTHE MUSS ASSEMBLY SHOWN ON PHIS SHF£fhff£IS THE SUNNUM APPUCABE DESIGN CRIFERM FOR lm Cae Cam TrmD GADS. DOMING CONDTIIONS. TRUSS h1ESI CONFIGURATIONS. AND SPANS LISTED ON THE SHEET. LaOnnt. CO Seen Cameron Engineering Truss: P05 AMNIA(f�{ MWIrlKMl. Phone: 303 800 6750 JobName: SURG KeyBuild"stem Bradscm=n@yahoo.com -Daze: 09/26/10 13:43:51 KeyTmss® System Coe 6.018 Version: 1.183 Page: 4 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.001/12 1 1-9-0 0." 1 48 in 1563 His 14 Pin( ) 8 14 PinRL) 8 1 2i� Z951mH 13 HRtl p L) 8 1 35in 'AS t, 12 HRdI ML) 8 1 15 in -MIM 11 HRon ML) 8 1 Min -1.31311 10 HRvaML) 8 1 35in 4.5ID1t 9 HRtlIML) 8 I 35in -1.5651b 8 HRdI MW 8 1 15 in -5111b. Loads Summary Load Case Lrl: Sid Live Load Distributed Lads Mi. Lvliml Lwlim2 Di.im Sn a. Land End TnbWidb Tip C. W.m Rq M'f X'f Min B. C. W.m Pq 0'f 0p:f 49in Load Case DI: Sid Dead Load B. Cm Davn Halo 10p:f 10 p:f ain Autor nned Load Case W l: M WFRS-Left(Up) Datnbuted Inds TT -040 IB49 NUp R" X01 in Nall pit48in Tay In" $19 NUp RWx 51.67 p<f 51.67'f 48in TM 2419 3L7J NUp Rnk 51.67p:f 51.67'r 48in Automated Load Case W2: MWPRS-Right(Up) Distributed Loads TT sU0 1049 NUp Rne Motif No of min TT 16U #73 NUp Fink 51.67'r 51.671Rf. Min Tap 1U99 1&1-3 NUp Rak 51.67µf 51.67 pf 48in Automated Load Case W3: MWFRS-(Max Dn) D'umbuled Inds Minh+ Lcviml 1-1im2 Dimaim Spy an. tmd FN bd Tnb Wimb Tip -IAO our) NUp RMe 2958'f H55Lcf 49in TW -u0Q I049 NUp RNe 202'f Isn't ain Automated Load Case W4: C&C(SucTion) - Dismbured Imds TT &a" 1049 NUp Rnk III75p:f H7.75pd 481. Tap I099 2 13 NUp Rak 09141sf 0.14tef ain Tap 3Md 3473 NUp Rdx 0..14p:f 0,141af 481n 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (I = 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, OCZone Width 930 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load CODlbinalions I IaW (:mYv Farfn' 1 DI n➢ Page 147 of 570 pPROFESSSDSaMGIMHENO oSD'IRIwCAMONI.YS' TTHETAno SSEMBL SHWNO ON�ISSHEETTMSON 7HEs41NMUm'GMNWCUMINf.FSION ClUTERw FORT Crunnsaari Enginee`3ng II Cameron Engineering Truss: P05 -- Phone: 303 800 6750 IobNane: SURG M � Keylluild®System Bradscanieron@yaho0.com Daze: 09/26/10 13:43:51 Keypmss® System Cee 6.018 Version: 1.183 Page: 5 of5Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.001/12 1 1-9-0 0-M 1 48 in 1563lbs GUSSET PLATES Additional Notes: The end of every chord segment shall bebaced laterally perpendicularto the planeofthe truss. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 148 of 570 AILGENFRALNOIES OFIMS DRAWING PACKAGESHALL BECONSIDMED AS AN[NMGRALPARTOF THIS COF NFMDESIGN PYtIMINr: Nom THAT'n" Caremn Engineering PROFESSIONALENCINEMS SFN. INDICAT60NLY TIATTTR HEUSS ASSEMBLYTHIS SHOWN ON IS SHF£rMF£IS IHEMPIIMOM APPIICABIb DESIGN CRUMIA FOR ITUCae Can THE HOAUS. WAGING CONUMONS, MUSS MEMBER CONFIGURATONS. AND SPANS LISTED ON THIS SI .. Lo9v CO mill Engineering Truss: P06 cTCameron av Phone: 303 800 6750 JobName: SURG KcyBuild®System Bradscameron@yahoo.com Daze 09/26/10 13:43:52 Keyrruss® Syslele On 6.018 Version: 1.183 Page: 1 o!5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0{.0 1-9-0 1 48in 146.2lbs _ 5-11.6 --- F —~— 5.11.6 _ _ _ _ _ 5-11-6 1--17-10-3 —1---- 5-11-6 54-12_ 5�4-12 L9-0 5.11.6 5-2-12 11-10-13 23940 29-2.6 5-2-12 34 ] 3 0-6-02 i 2 3 4 5 5 1v e 0 0 0.0.0 S11fi 5-11-6 5-11-6 5 -12 5A42 INbtt-6 1±1 11-10-13 17-103 239.10 29-243 30.73 Ciiclec iiKmefalveemninxad. S¢m¢iNmefsslv¢mnindvm. 'Favlvvi i:dm¢WtmdcQ/IOSDS fAL506n1¢¢tRWm1at veml3Je n¢dc. E>d�vul¢ihni YevnhtWig lW mllis W—cix xis mµml ReLfla Cmcd Nn¢fa fmlvdanfimim Anmotic slnvp¢f¢umvmlotlaledl>Be 1916A6I51�Rmtim fv CdBlvveiSlrJ inmrtpamt Daiym Miliuiolavinec�c�ya gld lnn Mai�tvnfalne dawWig nifti —Pjnm gl6•Inin 6rmHSM1ne1 nml tamm inner CSI Deflection U (10c) Aflowfd W n918R1 marlin LIM (1-D LIM Be: 0.545G6 ILBWin LIM (1-2) LIM Wcd 98A(b13) Hm'ILawin 7 7CCmi1lvn1y Dt BC PWin Slntil9=48in Reactions Summary IT T LC RC Bri,Wid R.I. IT RC MURcn M O—U in F MWFRsu in M C&Cuififi rnu 11 R M Hint 14 Pin ML) 1 1 2in I= 14 M:IN - IN -5B 1. -Sf31N -25151% U HRdil IWU 1 1 15in 4911N 13 I wId -1.2391N-1453IN -14531k R H Rai(WU I I 15N 4 IN 12 1 Lm IN -783IN WIN -M 1N, II HRdl MW 1 1 15N SHIN 11 1 1.161 IN -IxII: -2&BIN -2wN 10 HRJI MU I 1 15in 941% io 1 WIN 9 HRdif L) 1 1 15 in 51614 9 1 I,ON IN J@Ik-1.IIllt 32n1� 8 H Rdl(WU 1 1 15 in w P 1 WIN -5101N 11651N -11(616s 15 HRai ME) 1 1 15in 81t D 1 21 IN -IMw -OB IN -Mll,i 14 Pin(WI.) 2 I 2in lAM 13 HRd) (WU 2 1 15 in WIN li HRdI (WU 2 1 15 in 1.1®Iln 11 HRdl MU 2 1 15 in 1.1611m 10 H Rdl (WU 2 I i5 in "IN 9 HRd] (WU 2 1 15in I=IN 8 HRd1(WU 2 I 15in W8 N 15 H Rd](WU 2 1 15in 2I TIN 14 Pin(WL) 3 1 2in 1%IN 14 nn(WL) 3 1 2in -10INH 11 H Rai IWU 3 1 15 in 433IN 12 HRa1(WU 3 1 15in SWIM 11 HRai HVU 3 1 15in miff In H Rai WU 3 1 15in ORIN 9 HRai WE) 3 1 15 in 4461h 8 HRdl MW 3 1 15 in IHIN 15 HR610L) 3 1 15111 -1091N 14 M.ML) 4 1 2in ml1 14 Pirim) 4 1 2in MINH 13 HRai (WU 4 1 SSin MR,, 12 HRai WE) 4 1 15 in miIN 11 HRcH WU 4 1 15 in MIN 10 HR S(WU 4 1 15in wl IN 9 HRdI(WU 4 1 15m BRIM 8 HRcH WU 4 1 15 in mi. IS HRd) WU 4 1 15in -MIN, Page 149 of 570 ALL GENERAL NOTES OF ME DRAWING PACKAGE SHAIL BE CONSIDERED AS AN NFEGRAL FART OF THIS COMPONENT DESIGN WCU .. NOTE THATTRE R9 Ca10n Engineering PROFESSIONAL ENOREERS SELL NDICATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPUCABIE DESIGN CRETERIA FOR IMC¢e Con THE EaA . WMN'G COMMONS. TRUSS 1 Elt CONFIGURATIONS, AND SPANS USTED ON THIS SHEEE tea CO RLRB Cameron Engineering Truss: P06 W d t rxlmystem Phone: 303 800 6750 JobName: SORG KeyKcyTnUSystem Bradscameron@yahoo.com Daze: 09/26/10 13:43:52 KeyTmss® System Cee 6.018 Version: 1.183 - Page. 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-0-0 1-9-0 1 48 in 146.2lbs 11 HRdI(WL) 8 I 15 in -2P®Ik 10 HRNI(WL) 8 1 15 is bolts 9 L) HRd: (W8 1 15in -12PI, R HRd (WL) 8 1 35in .216616. 15 HRdi MQ 8 1 35in -28I% Loads Summary Load Case Lrl: Sod Live Load B. Cm Dam to Op:f 0'f Jain Load Case DI: Sod Dead Load Dianbvrcd lords FWie l iml 1uaim2 Dimvim S di Sun lmtl FN lost Tib Wi&h Tm C. vnm Ea IVµf 10p:f Jain Ed Cm W.m Rdx. 10@f 10'r Min Automated Load Case WI: MWFRS-Left(Up) Dimibamd toads Tap 1840 21410 NUp Rnh 51.0'f 51.67Rf min TT 2 10 3 73 NUp Rate P69 pf 3791n:f Min TT 347-3 3643 NUp Rds V.961ef V..%,f Min Automated Load Case W2: MWFRS-Right(Up) Dimauled Inds TT 000 5110 NUPE Rah 51.671ef 51.9,f Min Tor 23410 3 7-3 NUp Rnk, 3401'f Mon p:f Jain Tap #7-3 M 3 NUp Rnh 51.58fef 51.58'r Jain Automated Load Case W3: MWFRS-(Max Dn) Dismbuxi toads wnbv I...,im1 Wm1im2 Di.im Small SUN laO EUlad Tnb Widh Tap 71410 3473 NUp Rac 202pf 202fef Min TT 3473 36a3 NUp Rote 29.5RIrf A58 p:f Min Autom mil Load Case W4: C&C(Suctimn) Divnbund Leads TW 23410 K410 NUp Rnh 117.75p:f 117.75Rf Jain Top M410 #7-3 NUp Rah 117.75fef 117.75 pf Min Top 347.3 3643 NUp Rak 14751nf 1475pf Jain 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip With Building Category IV (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 fi x 102 ft, EnclosuoeClass: Enclosed, CCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurticane PmneRegion. Load Combinations Page 152 of 570 II WCAC�GNRI Engineering EG�SSIMCTMEMUSSSSHOWN NM[SMEMWOr1UM APPPUABOFSICOMIAU�nCowC HLOADS. CO m A MBOI ANT) ON 5 �wd. co Bets II Cameron Engineering Truss: P07 303 800 6750 JobName: SURG e-MFu..,�lit.Phone: KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:43:53 KeyTmss® System Cee 6.018 Version: 1.183 Page: 1 of 5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.001 /12 1 1.9.0 ' 0-M 1 48 in 166.816s 1-9-2 4-11-3 4-11-3 411-3 4-11-6 4-11-6 4-11-6 4-11-6 1 --� 1---- 4-11-3 9-146 —� 14-9-8 ---{— 164- 55 r— 248-6 —� 29-7-12 —~ 34]-3 M-12 6-10-12 \6-10-12 8 4 5 6 7 3 571-2 1 2 1 17 15 14 13 13 114 10 16 9 6-B-o 0-6-0 4-11-3 4-11-3 4113 4-11-6 441-6 411.6 4-111 4-11-3 9-10-fi 14.9-9 19-B-15 24-8-fi 29-]-12 34-]-3 Gales inicue 4stemrevninwc6:..5gmcsiNWefvgcmmmincNS. 'Fnslvri irt5cves lh nw�rdYIOSDS(AISII tslaus�gtireiN aecrddlle ncnty. EUM1vvI¢iMiaes ih nmbcdNaiems reWoiaL Wkre evrtttim(iuo ort WlcEasm Otls 8vrvi�g vlYv4 is rtquml RefeeloGuerW Ndcsla Mhrclnnfiratim Alla �esM1nvPvfulemi5 tyl[WutW(a1k 19)6 A615pui(®um fa CtlbFana151al dips MairtainfslereenPLLilgvl Nlb"ntin M,tiMinfsslcree Ng na�Dnn A'16"�anfa eaeM1slrsld nal mvmei CSI Deflection L (10c) Allowed W 095394B Mao in UP LIM (74) LIM BC: 0.9H(N-E) U din in LIM 0-8) LIM Wnh n934ry14) Cart I OR GO]in UP 2LIM D M190 w cadinainly Bnml Cm IOR IL U in 2LIM 17 M190 BC Patin Sry6rg=48 in H—. am in 17 Reactions Summary IT w BC 8t,,Wid Reanim JT BC Mva Rea Maa GnrvU in Mamil iB MUCIR in MvaU ifl MacH- 16 Pin(WU, 1 1 tin h616: 16 1 (m lle' B 1I -Z!ES lb: -25481h 3,3m Re IS HRdl(WO 1 1 35in 4311Fe 15 1 1291bs 14 HRai (WL) I 1 35in 4LIIv 10 ,1 as bi -1, 131 an 42NIh, AZH lbs n HRai MU I 1 35in 309Ih 13 1 SlDllc 42111c -2691hs -2814 12 H RaI(WU 1 1 35in 4741h 12 1 IpAl6: -1.3 61h -2148115 -Z1481b�' II HRai (WU 1 1 35in tNIN 11 1 5911b+ bl6lhs -wile A(albs 10 HRon OVQ 1 1 35in 3%la 10 1 742 He-]411k. -I.3161% - wft 9 HRd) ML) I 1 35in 1611% 9 1 Minn 35Rs 4 11b 4WIR 16 at. ML) 2 1 2in delta 15 H Rdl(WU 2 1 35in 8211b 14 H Ran OYL) 2 1 15 in 5681b 13 HRan (WL) 2. 1 35in 5101b 12 HRan (WU 2 1 Sim I,OHIb 11 H Bit (WU 2 1 35in Union 10 H Ron ML) 2 1 15 in mlbh 9 HPit (WU 2 1 35in 181b 16 Pin(WL) 3 1 2in -611b 16 Fm(WU 3 1 2in 13611 H 15 HRai IWU 3 1 15 in 510Ib 14 HRd) ML) 3 1 35in 3011b 13 H RoU(W ) 3 1 15 in 3181k 12 HRai WL) 3 1 35in 45811oz 11 HRal MQ 3 1 3.5in 4flld 10 HRdI(WU 3 1 35in 39411e 9 HRdl OIL) 3 1 35in IMlla 16 Pin(WU 4 1 2in Z151b 16 Pin MU 4 1 2in 102ftnH 15 HRd1OIL) 4 1 35in ®Ira 14 HRan ML) 4 1 35in wits 13 HRai ML) 4 1 35in wit', 12 HRai (WU 4 1 15 in eM Rl 11 HR011(WU 4 1 35in 786Ib 10 HR l(WU 4 1 35in wit, 9 HRai (WU 4 1 35in Allla Page 154 of 570 I ALL GENERAL NOIFS OFTIIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN W RAL PART OF THIS COMPONENT DESIGN DOGU .. N(TEMilo Engineering CameImR van EoEn PROFESSIONAL ENGINEERS SEAL RMCAIES ONLY THATIVETRU55 ASSEMBLY SHOWN ONTHLS SHFETMFETH IS EMWOAUM APPUCABIEDFSIGN CRRERIA MR Can TiEIAADS. LOADING CONUMONS. MUSS MENBFR CONFlGURATIONS. AND SPANS WIED ON MIS SHEET. La nn d CO B398 Cameron Engineering Truss: P07 AKI- ` �. ,� S" Phone: 303 800 6750 JobName: SURG KeyBuild"stem Bradseallefon@yahoo.corn Daze: 09/26/10 13:43:54 KeyTmssO System Cee 6.018 Version: 1.183 Page: 4 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 344-3 5.001112 1 1-9-0 0-M 1 48 in 166.8 His l4 HRd rWL) 8 I 15in 4.m ltv U HRdI DYL) 8 I 15in -2W Ik 12 HRaR WL) 8 1 15in QI441h II HRdl ML) 8 1 15in -9631k 10 HRan MQ 8 1 aSin-I,31016; 9 HR61 ML) 8 1 15in -0tAlb Loads Summary Load Case LEI: Sid Lave Load DimbuRdloads Minis IsalimI WIi.2 DinOim smad Sun lmtl FN IrtW TibWidb T@C. Dam Hq Aref W'f Min Dn Cm Dam %q OHf 0ref 48 in Load CiseD1: Sid Dead Load Diarbined Loads Memo ,.,,im1 Iaa6m2 Di .im Saaa Sun Dnd Ed Find MHWimb Tcp Co, Dam Rak luwf ruler Min Bd C. Dam Ran, lap:r 10pr 4sk Autoritted Load Case W L M WFRS-Left(Up) Dism'bmedLovds TT 000 1499 N Up Rah Not,of N.01 p:f Min TT W" 3339 NUp Rao 51.67 z1' 51.67fef Min TW 3339 317.3 NUp Rai, 51,67p:f 51.G,f akin Automated Load Case W2: MWFRS-Right(Up) TT Ban IM199 NUp Rae 37.69pJ n..WHr Min Tap 1643 SY7-3 NUp Rat 5167pf 51.67p:f min TT 1499 161-3 NUp Rvk 5167p:f 51.67pr Min Automared Load Case W3: MWFRS-(Max Dn) TT 000 14 NUp Hair i 2Mp:f Lo2pf Min Automated Load Cue W4: C&C(Suction) TT 000 61n0 NUp ic'n H7.751ef 117.75pf Min TT 6400 H-99 NOF Ra IIT,75Rf 117.75p:f Min IT IC49 bLW NUp RaFe N14pf W.14pf Min TT 3 1-3 1L7-3 NUp Rak 61 W.14p:f Min 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C.nobuilding is Gable/Hip with Building Category N (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The Fight end vertical has not been exposed to wind. This truss is an End Zone Truss. Tbis truss is not in a Hurricane Anne Region. Load Combinations Member Forces Summary TNeiNlpme:: Mmb 0, muCSL mixaiie ,(nus mno faa ifd&md Eunnmadal t) msi 117-1 a44! 901d rold)Iza a5W -WOIk 1,F5 am sulk F78 LIS Qb4 b1016: L13 an Nl lk E)IDlk) 611 QT6 1.2151k (-W1tO 89 0.171 5141k L14 QWI 11MIk (a Its) LI3 END 11110 b (W ii1 7-11 QI65 -IN 1k f Page 157 of 570 II AIL GFNFRAIl, NOTES OF THIS DRAWNG PACI(AGE SHALL BE CONSIDERED AS AN INIPLRAL PART OF TUS COMPONENTW F DESIGN CUMENF. NOW '111ATTHE I Cameroon Engineering II PROFESSIONALENOP'EFAS SEAL BiDICATES ONLY TNATTHE MUSS ASSEMBLY SHOWN ON TWS SHEET hffEIS ME NUNDi APFUCAB1E DESIGN CRUERYi FOR Imc—Cam THE LOADS, LOADING CONDITIONS. MUSS ONLY CONFIGURAnONS. AND SPANS 1.1SMD ON TH6 SHEET. IaT>mn. CO LQU3 WIN Cameron Engineering Truss: P08 Phone: 303 800 6750 7obNalre: SURG SYfTnystern KeyRBild®System Brddscameron@yahoo.com Daze: 09/26/10 13:43:55 KeyTmss® System Cee 6.018 Version: 1.183 Page: 1 of 5 Repoli: Eng Plot SPAN PITCH QTY 014L OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M 1-9-0 1 48 in 161A]IRS 4-11-6 4-11-6 4-it-6 4-11-3 4-11-3 I-M ~ _ — 1 T _ _ _ —+ _4-11-3 F— 4-11-6 6-10-12 94-it-6 -10-13 14-10-3 19-9-10 24-8-13 6.10-12 29-8-0 34-0-3 0-8-12 1 2 3 4 5 5 4 6 1215 7 6 7 15 14 13n 12 11 10 16 B 0-o-0 1 0 0-9 4-11-fi 4-11-6 4-11-fi 4-11-3 4-12 4-i1J 4-11-6 9-10-13 E11-6 14-10-3 19-9-10 1 20.8-13 29-8-6 3443 Ciala inmwe fnurtr mn in w N. Sgma k6we tssl<armm in«. "FartwS"iNSm INandi d#105BS WSE falwea mTimB a ac W of IN nemdr. EUA w w im5ana 0e andbr of fmlaers a4+rini Wlen LUNCHED ASaS ne ailed Un Me dawi�B.npla<is mµml ReferWGererul Nma fmfimhrdvnfmim Allmvn61<shm Rrf 1<mic WeWavApernr l4bAISI Spa�Eatim fm CddFmml Slml Daig. Maimtin fazlertrsirci�al Wl6'min FLdm�in faz4vereQe nmpnW WlY nin frteaM1slrelrf e'lal mmalW f CSI Deflection L (Ice) Allowed X: on5(561 me I UP Lm 156)L LTam BC:RM603) u:nWm um 0-Ll3ro W<k aw(61p Haz TLn03in 6 TCCmimac'Iy Bmml BCPWinSWi,=48in Reactions Summary IT Tine LC Be B Witl Rani. 1TBC M. R. MNGmvU ifl Mm MWPRSH ill 1ASSC&CUilift M U ifl M Hni 16 Pin(WL) 1 1 21n IMIt 16 1 =IN -3N] lz 4 IN 4XIN-3."11% IS ITRd(WL) 1 1 35in 3PId 15 I 'Wild 9.i81N -L9m IN -1.937IN 14 HRd:(WL) I 1 15 1. 4MI : 14 1 MIN -715IN ANId .7151d 13 HRd1(WU 1 1 35in MN 13 1 1.0151tr. -L36I IN -2353IN -zmIN 12 H Rd MQ 1 I 35in 3151d 12 I ,RIIN 11 H Ran MQ 1 1 3.5 in 4331d II I MIN -LESS IN -3951 IN -39511d 10 "Rd I1WQ 1 1 15 in 0.V Id to I BTB Id -M bS -MIN 9 T Rtll MI.) I I 3.5 in 2551d 9 I 5W N .V91d -22011d -zmiN 17 H Rai MT) 1 1 AS 1. 71N 17 1 251N -1211N -[MIN -I/bld 16 PinMLI 2 1 tin Mt 15 IT Rai CAL) 2 1 15 in MIN 14 HIMl ML) 2 1 3.1 in MIN. 13 IT Rd MQ 2 I 35in 1,015IN 12 HR IMI.) 2 1 3.5 in SZ1Id 11 ITRd1ML) 2 1 3.5 in RBid 10 ITRd1(WL) 2 1 3.5in mIN 9 HRd11WL) 2 t 351n SW 17HRdI (WQ 2 I 3.5 in 211IS 16 PlnwQ 3 1 tin 1M IN 16 PinmL) 3 1 2in -,6lNH IS HRd11WW 3 1 3.5m MIN 14 ITRal ML) 3 1 15 in 451 IN U ITRdIMIL) 3 1 3.5 in L39lN 12 HRai ML) 3 1 35in WIN II Hlall MW 3 1 15 1. MIN 10 HR61(WL) 3 1 35in 4781d 9 NR6I(WL) 3 351n 951N 17 HRdI(WW 3 35in -I011la 16 Pin ML) 4 1 2in MIN 16 Pi. MQ 4 1 2in -IMINH 15 HRdI ML) 4 1 35in 14 11 Rd (WL) 4 15 1. M. BH IN 13 HR"I(WW 4 15 in MIN 12 Hla BVL) 4 I 35in MAIN II HRtlIML) 4 1 35in GUIN 10 HRaIML) 4 1 15 in 70IN 9 HRon MW 4 1 35in MIN 17 IT Ran ML) 4 1 35in fi IN Page 159 of 570 All GENERAL NOTES OFTHIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COWONFM DESIGN O UENT.. NOTE THATTHE Camemn Engineering PROFESSIONALFNCHISERS SEAL INDICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ON THN SHEET MEEM THE inNLMIM APPI.ICAB1EDESIGN CRITERIA, FOR IMcme Cant THE IAABS. LOABING CONIRTIONS. TRUSS Aff M CONFIGURATIONS. ANB SPANS LISTED ON THIS SHF33E. Tdane. CO mia; Cameron Engineering Truss: P08 mwk� Phone: 303 800 6750 lobName: SURG KeyBuild®System Bradsoane n@yahoo.00m Date: 09/26/10 13:43:55 system: Cee6.018 Keyfn3ss® Page: 2 of5 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0." 1-9-0 1 48 in 161.41bs 6 Pln in 16 Pin IWL) 5 1 tin d@Ik H IS HRNI(WL) 5 1 15 in 3A IM 14 HRdIMP 5 1 SS in 45I Id 13 HROIMU 5 1 15 in W91E: 12 HRtlI(W5 q 1 ]Sin INN: (W 11 H RtllU 5 1 15 in EARn 10 HR4 MQ 5 1 'Sin 46II4. 9 H Rdl(WU 5 1 15 in ISIH O q H Rdl(W5 1 35in -A@. 16 PinML) 6 1 2in -3221% 16 Pin(WL) 6 1 2in -I.m614 H 15 H Rtl11WU 6 1 15in -TB@. 14 H Rnn(WL) 6 1 151n b,1b 13 HRan RVQ 6 1 151. -I.Ml ne H Rnl(WU 6 1 151n Min II H Rd) M'U 6 1 151n -I.m id 10 MR tlIM 6 1 15 in 6Rm 9 HRtlI ML) fi 1 15in 5181� 17 HRon (WU 6 1 3.51n 25Z 16 Pin(WU Pin(W Ib LI ' 7 ' 2in'2+'� 1 2in -X&RnH Page 160 of 570 15 H Rd1 RL) 7 1 ASin 8911� 14 HRd (WU 7 I 15in .7151N 13 H Rd](WU 7 1 1S in -I'Mft, ALL GFfJFAAL N07ES OF Mlei DRAWNG PACKAGE SH BE CONSUARE0 AS AN LNEGRALPART OFTHIS COMPONFN` DESIGN DOCUN[ENT. NOTE 7HAT THE Cameron Engineering PROFESSIONAL ENGNBER'S SELL NDICA'IES ONLYTHATTHETRUSS ASSEMBLY SHOWN ONTWS SHEF1'ME]ETS THEMNIMUM),PPUCAB1E DESKINCRIIERIA FOR Im Coa Can THE LOADS. IDADWG COMMONS, TRUSS MEMBER COMOURAMONS. AND SPANS USIFD ONTHE SHEEP. Lm .CO WWI ' Cameron Engineering Truss: Phone: 303 800 6750 7obName: SUR suRc F Te p`e.«l lava... Key Build®System Brafl5Canleron@ya}IOO.tbm Dale: 09/26/10 13:43:55 KeyTmss® System Cee 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0112 1 0-M 1-9-0 1 48 in 161.4lbs 16 m 16 Pin(WL) S 1 21. -33l01NH 15 H Rd: MQ 8 1' in .1,9311N 14 HRd(WO 8 I 35in -MIN U HRdI(WQ 8 I 35in -zm IN 12 HRo OVL) 8 1 3.5 in MIN 11 HRdi ML) 8 I 35in -39A IN 10 HRdIML) 8 35in -MIN 9 HRd11WL) 8 1 3.5in -22311N D HRd] (WL) 8 35in -1661N Member Material CSI Bracing Max P - cI-5 .b516L54 (5'J I's0 05]4 SNnNd 1.27 aM cM5-1 �- -�'B aksc(4145i) fASI5 6a C619'16 bEl¢4J (311xi) am Min- J.YDId NebJJfi m2516L31_WjM) 6i�, Urhs�i DI_Ila� Web2-I5 367516Lll ImNO ow Udpn-! zaillk n2slax-n t>3m9 arss�llaR naa xnIN� WnbWy14 s14 36NRR (33N0 0421 u�_etl 1.A11N Web 513 bEl@ll lmki) 0.(11 Urb N 1.4141h We5511 .36LS16xm.NNi) Q215' U' _ _ _ .318�s,J Web611 367516b33N Ni) Unhecal (U3 ZRIN WeL I.iO Yi316x-v (3IAi) ni6x UdremS lflliN. W�a4 ;m51R11 (iJ,)sl 0.�1�U��eoi-----"""'�'7:314:IN� Loads Summary Load Case Lrl: Std Live Load Dum'boWd lands Meter I¢ iml Ionaim2 Dinnim Se Slwr FN WW 'nibWidb TW C. W.m Pat 20'r 20'r Min B. Cal W.m Py 0fef 01nf Min Load Case DI: Std Dead Load Distribuledlmds wn,- 1-nim1 1-1.2 Dindim Sped San lmtl FMlmtl Tnb Widb TW C. Wvn RWx 10pf IURf 45in B. C. LVun RAM 10p17 10'r mi. Automated Load Case WI: MWFRS-Left(Up) Dimibaedlmds Menhr Isaiml Iaatim2 M.im SPrt Stm lml FN rod Tnb Widl6 TT MO N.&D NUp Rah 51.671sf 51.67pf Min TW 1860 14410 NUp Rate 51,67p:f 51.671ef Min Ty J9Mo 3n7-3 NUp Rake m.m gf A.m 1ef Min TW 3L7-3 )54-3 NUp Rah ` Z1.96pf V1%pf Min Automated Load Case W2: MWFRS-Right(Up) Dismbu ed leads Mnder Ioatiml 1-nim2 Dlreclim SMno, S.1,w! FM lmtl 'nibWiah TW 1310 19 10 NUp Rah 51.67p1' 5L67 fcf Min TW 000 1-110 NUp Rah 51.67pf 5167 pf min TW 14410 37J NUp Rdx 24.01 fsf Aou p:r Min TW 347d ) 3 NUp Rah 51.58pf 51.58 pf Min Automated Load Case W3: MWFRS-(Max Dn) Distributed loads Memler L[diml lonlim2 Direnim Snetl SWllatl FNI®tl THI,Wiah TW BL4io #7-3 NUP R. 202 pf 2@pf Min TW 3L7J M*3 NUp Rah m.58pf N59 Pf Min Automated Load Case W4: C&C(Suction) Diaibat d Iwds MmM lomiml Lulimx Diteclim Spur Slav lmtl End AW! TdbWiAh TW 000 41Io NUP R. 01.14pf 0..14fef 48in TW 4110 Iwo NUp Rah 0..14pf 0.14pf Mi. TW 19410 2 10 NUp Rod 117.75 pf I17.75pf Min TW 2 io )7-3 NUp Rah 117.Z,f in..75pf Min TW 37.3 b4-3 NUP R. W475pf IN751n1 Min 1)This miss has been designed in accordance with ASCE7-05,145 nlph,Exposure C. The building is GablelHip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 9.30 ft. Theleft end vertical has not been exposed to wind. The right end vertical hu not been exposed to wind. This truss is an End Zone Truss. This miss is not in a Hurricane Anne Region. Load Combinations i I Cad Farm 1 DI I.0➢ J DI♦W) Lm0 1=3_DI+U,75 WJ}a]5,41 I.W1'T`��T^1 D6D WJ Lml 6 1-LWI 6,` CIAD""^1 ] 0.6D17W2 as I.Om =8`"_""V.6D1 _k,4....� Member Forces Summary Tadeiwmlo:Mmx.m.tm�tcsL �.aud 1pm.l�temtn. rm:udRen:d 6mntm.addr ) Page 162 of 570 A GFNERALN.OFTH DRAWWGPACxwG SHAILBBCONlMF MASANW'IEGRALPARTOFTH15COhPONFNTOFSIGNDO UM ,NOIE'1HATT1@ Cmlenon Engineering PROFESSIONALFNGWF➢IS SFALLYDICATES ONLY MATTHEMUSS ASSEMBLY SHOWN ON THIS SHFEPMFPISTHEIAIKNUM APPUCABUMSIGN CROMM, MR Imc-Con MSWI S. IAADP`G CONDmONS, TRUSS MEMBER CONFIGURATIONS, ANO SPANS IBMDON ME SHEET. I-Q .CO ma`J 'ICM Lx 2J a5]4 0.49 01N 4m IN (OIN) J4 45 a478 Q4m 4f01k 4p IN (OIN) (OIN) 56 67 a5]s QSM 9021b -2851N 01561N) 7A 817 n4m a3S4 I,011 IN IOf IN l-IW IM) (-In IN) BCM 910 0.141 OIN II-12 Q445 21AJ Ile (OIN) 1314 Q678 2,YllIN (Ad lk) ISI6 n559 3.1Y11N NIN) 1011 O.M1 IIIN ILIJ 0.57tl 21431N IN 10.15 0.5W 3.3511N NIN1 WCN 1�16 0.16A ,91111e' (-1NIN) 314 U@I I.M11N (SYIIN) Sn 0.215 -1181N 7-10 0.362 fUI1N d15 0.68'! 20h21N (-5141N) <IJ Q4W I.HIIN Ib121N) 611 0.945 25J116: (fiB41N) 89 n781 2%41G I�IN) b14 0.� 8i11N S13 0.4]I IAI41ha 1-m61Fe) 7-11 0.&6 24m IN (OIN) Cameron Engineering Truss: P08 -I_ `c� Phone: 303 800 6750 JobNm ae: SORG N ��tern KeySystem Bradscameron@yahoo.com Yey?cuss® Date: 09/26/10 13:43:55 Keyrru System Cee 6.018 Version: 1.183 Page: 5 of5 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 34-7-3 0112 1 0-M 1-9-0 1 48in 161.41bs GUSSETPLATES Additional Notes: Theend ofevery chord segment shall be braced laterally peryendicularto the plane of the truss. Lateral brmrs shall be installed within 6" ofthe end ofeach chord segment. Page 163 of 570 AILGFNF]fAI. NOTES OF'OUS DRAWING PACKAGESHA BECONSDEREDAS AN LNFCRALPARTOF'IHIS COMPoNF DESIGN WLtIMINI. NOIEMATTHE Cameron Engineering M PROFESSIONAL. QCUREER5 SPAL WDICAT6TH 0N.YTHATETRUSS ASSEMBLY SHOWN ON IImS S=N[EETSI NDvIUM APPUCABIEDESIGN CRO71SUA FOR 115J C THEIDADS. LOADING CONDEIIONS.TRUSS MEMBER CONEGURATIONS. AND SPANS WMD ONTIBS S=.. Lv .CO N'mS CameronEngineering Truss: P09 Phone: 303 800 6750 3obNae: m SURG KeyHuild®Systotem Bradscameron@yahoo.com Daze: 09/26/10 13:43:56 KeyTmssg System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 16-5-3 0/12 5 0-M 1-9-0 1 48 in 983 lbs 8-GD --~---- 1 9 0� 74-T'-0-7 3-9-12 5 90 I~— 11-1-7 16-5--3 0-E-12 1 2 1 D-D-O n-O-D 5-8-12 5-3-12 5-3-12 S-9-12 11-1-7 1fi-53 Ciwlm i"miefalemmninweN.. Sg in i.fimknm Lm[i.e .'Fn�iaen'i�Awla Ile mmhrdriosos(AISnfssl�ers �upie4aae Wdlle nu•rda. EwnyJi[irtErald Jt nmicrdfuseren mpml Wlwe mrnfimpwa are [aRWaemlk: 8nrvi' a pine is rtgnnd Rermw G[arW Nam fm fWltl[Imlfcvim AllvxoN[ skvp rm¢�eris raRWSW µrlk I4bA1515prifcuim lv CtldFvnel Sl¢I dips MWaWnfmlerernry[i� W A'IE rrvn M:tilr:unfxalav Mg rtapnv WI6" �Wn fv nvM1elm d nlal cwa4M CSI Deflection L/ (lose) Allowed x: am ) ( 11,=,1n UP L/M 2 L/= BC: (1914(R) W.ate" Ll997 2 LI3(0 Wek am(67) H—P Q12in I PC C's""lyB BC mm Sfnire=48 in Reactions 9 HRWI(WL) 1 1 3.5 in man 8 HRtlI1 I 1 151n $Fllk 7 HR.I(Wq 1 1 3.5 in 2I61k itHRal ML) 1 1 15 in 21k toPin(WL) 2 1 2m on IN 9 HRd IL) 2 1 15 in B51k 8 HRdI MU 2 1 "in I.109Ik 7 H=(WO 2 1 3.5in 6141R. II HRWI ILI 2 1 15 in 91k 10 Pin(WL) 3 1 tin M41% 10 Pin ML) 3 1 2in -140 1kH 9 HRan (WI.) 3 1 15in "IN S Hizaimp 3 1 15 in "IN 7 HRol MW 3 1 35 in I161N II HRtl1ML) 3 1 15 in -11211c 10 Pin(WL) 4 1 2in 5HIN 10 Pin(WU 4 1 21n -10i 9 H Ron ML) 4 1 3.5 in 35716: 8 HR41(WU 4 1 15 in 1.054 IN 7 HRdo ML) 4. 1 15 in 41011c 11 HRon (WL) 4 1 15 in -78Ik n -1151k -24AIk -15 ik Page 164 of 570 IIPROFESSONA&FNGWF➢fS SPA&WDIICAMSO ONLY 7HATMEMUSSS ASSSFMBLY SHOWN ON THIS SHHEEI's[BoS THE MINNNMMPLXABIEMSJON RFFIERN FORT 1 5 nC.C. Cansedon Engineering II THEWD ,111 NGCONOmONS.TRUSSMF MMMGURAMONS.ANDSPANSMMONTHISS1 . ., Cameron Engineering Truss: P09 ; Phone: 303 800 6750 lobloame: SURG nr. KeyBuild®S Bradscameron@)yah00.o0m Daze 09/26/10 13:43:56 a m Keyrmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 16-5-3 0/12 5 0-M 1-M 1 48in 983 lbs 10 m ) 2i. 10 PlnML) s 1 2m aM711sH 9 HRdl MQ 8 1 35 in -I.W1W 8 HRdI WL) I ism J 1H > H RdI ML) B I "M -24M Its 11 HRd?ML) 8 1 ISM -IIIIb: Member Material CSI Bracing Max P TyCM 1-2 a1BIU2 MW awl sl-lW ON ,TaPCfi4b71 f�1m.18(5lkij QBSI��'SfcaAN 1;4N,Ib� Ba CM710 WS162-SiMW) 0.914 41—. 0581IM Webila M251624i rSl Gai) am Ur 3.1541� WT49 '.M]SIR-'33�33 ) 0.L7�lldRZd —RSIN-- Web19 M2516L.0 NRi) 0.]bt UrbeW 2D11K WeT'se MS1Rta5-p]r.;r W667 MEIoUO3W) am Urb Z4 N Page 166 of 570 AILGFNFAALNOMMOFTHLS DRAWP'GPAC CESNAILRECONSDMMASANIN RALPARTOPT COWONFNTDFSIGN000U ..NOTETHAT'IHE Camemn Engineering PROF65IONALFNGP'F SSE4 SCAT ONLY'11NT' MUSSMSFMRLYSHOWNONT NSHFEI'MEEIS7HEMPIIMUMAPPLCABIEDUMN CRII MFOR 1753C—Cm 'IHE WADS. WO DWG COMMONS. MUSS ME M CONFIGURATIONS. AND SPANS IISTFD ON nfS SHFET. Lupmu. C08Ym Cameron Engineering Truss: P09 Phone: 303 800 6750 lobName: SORG KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:43:56 KeyTmssg System Coo 6.018 Version: 1.183 Page: 4 of4 Repair: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 16-5-3 0/12 5 0-M 1-9.0 1 48 in 983 lbs Loads Summary Load CaseLrl: Std Live Load Dismbuted leads m�nm 1a'Yiml 1.ui.2 Divoim Suer Son Ina] Fi.11.m mbWidb Tap Cm W.m Ry 20'f Writ am Ba Cm Dom pins Oro Op:f Win Load Case Dl: Std Dead Load Distributed Inds Wnhr 1¢IDiml ",im2 Diixtiun Sr-J Stan LN End LW Tnb Widb Tap Cu[ W,m 0.Ne IDfnf IUp:f 441n Ba Cm Dam Rat 10p:f 10Rf Win Automated Load Case W l: MWFRS-Left(Up) Dunibined Inds Rt Rnt Automated Load Case W2: MWFRS-Right(Up) DLmlbWed Leads Mnrbx tmliml 1-inj-2 Ds -inn Small Slan tud En] UaA Tnb Widh Tap DUO a60 NUp Rat 51.67 p;f 51,67pf Win Tins 06O 165J N Up Rat Net p:f 24.01 fair Min Tip 1553 E.2-3 NUp Rat 51.58Rf 51.50pf Win Automated Load Case W3: M WFRS-(Max Dn) DLsmacell-radv MI. Imntiml Lnlim2 Di.im S,iii Son lmJ Ent lree Ttib Widb Tap min 1653 NUp Rat IW,f ZM,f Min TT 1653 Ec-3 NUp Rox H54p:f P58p:f Win AutomRed Load Case W4: C&C(Suclion) use 9.1.0 NUp Rike 11su'r 119.Dref Min 9.1.0 %7-3 NUp Rat mv,r 71n{sf Win 4T3 1653 NUp Rat II9.DIef 119.Dpd 48in I6S3 Ec-3 NUp Rat HIM p:f 147,np:f Win I) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (I = 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 It x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Pmne Region. Load Combinations Member Forces Summary Tolle inl&.: Mem, m.—CS1. ma vial fux. feu. a r ifmnaeu bu —ivim Suet WN! 11-2 am] run Im aw mli (-wwl56 aw Luolk,, 1-11411a)l GUSSET PLATES Additional Notes: The and ofevery chord segment shall bebcaed laterally perpendicularto the planeofthe Miss. Lateral braces shall be installed within 6"ofthe and B each chord segment. Page 167 of 570 ALL GENMAL NOTES OF ME DRAWING PACKAGE SHALL BE CONSIDERED AS AN IMEGRAL PARTOF ME COMPONFM DESIGN DOCUNIN.. NOTE THATTHE I rongineering En PROFESSIONAL ENGINEER'S SEAJ. INDICATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON ME SHEET MEPIS THE MINP1UM Came AFRJCABIE DESIGN CRITERIA FOR venEnCa THE WADS, LOADING COMMONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS WED ON THIS S=.. 11753C. CO m Cameron Engineering Truss: P10 .p d "— Phone: 303 800 6750 3obNazre: SORG ....,.. Keyltuild®System Bradscameron@yahoo.com Dazc 09/26/10 13:43:57 KeyTmss® System Cee6A18 Version: 1.183 Page: Iof4 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 16-5-3 0/12 1 0-0-0 1-9.0 1 48 in 132.2lbs 5 1 14 _ ___ _5-1-14 _ —.._ +- .— {_— 6A.14 _ 1 9 __ - } — b-11-f0 1-2-1 7-2-1 6.1-8 11-&5 18-5.3 0-8-12 1 2 0-0-0 0-0 0 bt-t4 5-1-14 5.1-14 1N1-0Q 1.161-B 11-3-5 1653 Cirtla irtiaefmlvermninxela. Sp imiancfnn—mdindvd.'FalvoY i�dau Je v�hrd/ro SDS fA60fmioosRti�lm vevtldJe nmhr. Edivvlie iNac Je vdadfaiam rtgvmL Wlrrtm�dimpaa ve d1e1o1 mlks pis ngimL ReLrloGrnrd Nua fm fu8cdmi6mlim All uae skalvfulwamlv4ually Be 19AA1515p¢ifiaim fa Ctl4fiMSul Dcipl M'�f&nfslacreµriigu416"mnftinin4sslocu¢nmpnu9'16"mnbuxA slmd o-cl cads •IN mvmei CSI Deflection IJ 000 Allowed W nme) mammuP LIM @4f LIM BC: own wnoi In LIM (23) LIM Wek n9.14(17) Hm T:Q12in 1 x cm4imuly Bnnodl BC Rdin Slnci,=48 in Reactions Snmmary Pin(WL) I I an 212R, 10 1 4181k. H Ron(Wt) I 1 151n mfth 8 1 I.031d H Rd](WL) 1 1 151n OIN 1 1 91311s H Rdl ML) I 1 15in mft4 6 1 61511z HRd mi.) I 1 151n 311s 11 1 bN Pinmo 2 1 tin 41814 H Rd1(WL) 2 1 15 in 1.00 Oc H Rno ML) 2 1 151n 813Rn H Rd](WL) 2 1 15 in 615@r H Rd)(WL) 2 1 151n 91% Pin(WL) 3 1 tin WIW PInffu 3 I tin .0911sH H Rdl MW 3 1 15 in Win, H Rd)ML) 3 1 15 in WN H Rd11Wq 3 1 3.5in 1161b H Run (WQ 3 I 15 in 1121in Pin(WL) 4 1 tin mid, Pin(WL) 4 1 21n 40114H H Rd]ML) 4 1 3.5in Mid H Hot(WL) 4 1 Ism 638Itr. H Rd]MW 4 1 3.5in 41111n H Rdl FAIL) 4 1 15 in -AIm -56(i1b-233311n-23331b -5161d-23611n-23611N _lDn" -PAIN -IRIS: Page 168 of 570 II P OFESSONALENGOFTHoWFEt5 SFA1- BNODRAWCATES ONLY'IG PACKAGE H THE MUSS ASSENBLBE CONSIDERED IiS YSHOWN ON MIS SOF MIS COWONENT HMT NEEIS ME NUNN MIGN APPD CAB�F9G1N CREERR FOR MAiTME I � J c.COm03 rmemn Engineering II THE LOADS. LOADING CONDmONS. MUSS?AEAdUER CONFIGURATIONS, AND SPANS LISTED ON 114111 SH .. Cameron Engineering Truss: P10 MP Phone: 303 800 6750 ]obNaRe: SURG L ,<..P KeyRBild®System BradsCarneron@yBh00.COm Date: 09/26/10 13:43:58 KeyTmss® Systerrt Cce 6.018 Vemion: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 16-5-3 0/12 1 0-M 1-9-0 1 48 in 1322lbs 10 Pin(WL) 8 1 tin d9516H 8 HRdIIWL) 8 1 15in mlk HRd1 GVL) e 1 Min -2)331b 6 HRd] WL) 8 1 35in d ft 11 HRan ffU 8 1 SSin -MUn Page 170 of 570 IIA GFNfItAI.NOIESOFT EDMWWGPACK GESH BECONSmEIIIDASANW RALPMTOF'IHISCOMNENIDFSIGNWC ..N01B Tno' I C' nEngineering PROMSWNALFNGWFFAS SP MICA'160NLY MMTY IRUSS MSEMLY SHOWN ON THIS SHUNA4E1 EM UM MPUCM1EDESIGNCROFRIA FOR lm �Con TH Wt . WADWG COWHIONS. TRU55.14 MCON EJRAHOM. ANDSPANS l=D ON T SH .. b�coascxo IFL Carneron Engineering Truss: P10 d- Phone: 303 800 6750 3obxame: SURc `"OVp"`��` KeyyTm Sy51em BIad8Ca1Bef0R@yahlb.COm Daze: 09/26/10 13:43:58 Kc yTmss® System CEe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 165.3 0112 1 0-M 1-9.0 1 48 in 132.2lbs Loads Suumtary Load Case Lrl: Std Live Load Dimibuted loads Rn Cm Dvm Load Case DI: Sul Dead Load 48t Dimbved lead . Mealy Imiml Imim2 D.m Spot sw teal Etllm1 Tdb Widh Tap C. I.bm Reie 10 Rlryr am Bp Cm Dvm Rah IORf 10Z 48in Automated Load Case W l: MWFRSLeft(Up) DuarbemdImds Menb Ianiml Imim2 Dumim Sped Sum teal Fitllm6 Tibwiah TV 000 .11-10 NUp Rah 51.67p4 51.61 ain TT 0-1140 16S3 NUp Reek 37.W Rf A.f9If 49 in Tip 1653 IxM NUP Rnh 27%,f xt96p:f ®in Automated Load Case W2: M WFRS-Right(Up) Diwiblted load Mm@ I iml 1—aim2 Dirslim Sp S=n� Tdb Widh TT OOU 011-10 NUp RNe 51,67,f 51.67 If 48in Tap OI1-10 1653 NUp Rah etw,r H.@p:f 48m TT 163 I82-3 NUp Ratx 51.9 If 51.58psr aeln Automated Load Case W3: M WFRS-(Max Dn) DimIDured lead x4nhr I im1 I im2 Dimfim Spot S.l 6dlnd Tdb Widh TT 0-II-10 1653 NUp Rah 20 If 20'f 4 m TM 1653 18.23 NVP Rvh "IF 39591"f 48in AUtornatel Load Case W4: C&C(Suaron) Dimibumdlead I) This truss has been designed in accordance with ASCE7-05,145 mph, ExposureGThebuilding is Gable/Hip with Building Category IV Q= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft. EnclosureClass: Enclosed,CCZone Width 930 ft. The lea and vertical has not been exposed to wind. The fight end vertical has not been exposed to wind. This truss ism End Zane Truss. This truss is not in a Hurricane Prone Region. Load Combinations im cC Fafa I DI 1.® =2=141]d L00 2Vlemarl r Orms bummary TaWe ibimia: We 0. mu CSL p and ( . MW 11-2 0011 Olt 134 049) 21751t (-1141t GUSSECPLAIES fpmlfdRcrtrmmnu:welf) Q2f9 101E 610 Additional Notes: Theend of every chord segment shall balanced laterally pefpendicularto the plane ofthc truss. Lateral braces shall be installed within 6" of theend ofeach chord segment. Page 171 of 570 A GFNFRALNO OFl DRAWNGPACRAGESH BECONSOD MASANIMFLIRALPARTOFTHLSCOMPo DMIGNDOLUh ..NMMATME I Canavan Engineering II PROFESSIONALENGWF➢IS SP MICAMS ONLY TWTMEMUSS ASSFMBLY SHOWN ONTIn5 S10'EFMk£IS THENUVRoUal A UCABIEDESIGNCRFMSJA FOR 179C—Cm ME WADS. WADNG CONDMONS, TRUSS 61UoBER C0WVGURATONS. ANO SPANS WMD ON'MLS SPIFFY, 1a47ipr. C.0 suxa Cameron Engineering Truss: Pl 1 ask. Phone: 303 800 6750 JobName: SURG / m_ KeyBulld"stem Bmdsca Brun@yahoomm Daze: 09/26/10 13:43:59 KeyTmss® System Cee6A18 Version: 1.183 Page: I of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 19-8-3 0112 2 0-" 1-9-0 I 48 in 105.3 lbs 5-3-12 _ _ _ _ 5-3-12 5342 _ _ 1-9-0 3-9 0 74-7 9412 144-7 74.7 19-8-3 0-812 2 1 0-i 0-0-0 3-9-0 6&12 5-312 63-12 3-9-0 1 9412 14.4-'/ 194L3 Cirtl¢ia mRr 6mm¢mnivdmh. 'Fmlwi iNa¢IhMbd/1050.5 (ALSB lalvrn rtgimldae vddlcmob. FxA veaciNa¢BeMbdfmlmns rtgimL Whxmndimliv¢mecllnlm mBis 16 j6R'fCanckiw niJN hurviyalive is rtquml Re(abG al Nu¢fv fmlvtlafiaim Allwvatle slvrpt fmlw6aaWedlvlk l9MNSI51m( 'amfv Cddfm�ulSW Rip 6tinvnlmbn[pevQv9'16'�dn MtiMinfa�vrt¢¢�®gnv 9'16'Ivnfacd�skGd slsl mnaM CSI Deflection L (loc) Allowed TL: am(3) MaNtn UP LIM (I-U LINO BC: QSHa I O.Min L/M (13) L/W WIN Q939(47) H. M.Om in 5 BC Min sp nM.48 in Reactions Sumrnary 6 HRd11WU I 1 151" miff, II HRdI ML) 1 I 35in IIh 10 Pin ML) 2 1 Sin DI Ih 9 HRd1(WL1 2 I 151n 673 8 H=ME 2 I 15 in 9311b 7 NEW ML) 2 1 151n m 6 HRdl MW 2 1 35in 6MId 11 H Him ML) 2 1 'Sin 316. 10 NnMW 3 I tin 139ft 10 PinpVL) 3 I tin -IQNH 9 HEN; ML) 3 1 15 in 2101d e HRdBVU 3 1 15 in m41h 7 HRon (WU 3 1 3.5 in Mtn 6 HRd] BI'L) 3 1 151. 121 Rm 11 H RnH ML) 3 1 15 in -1141h 10 Pin ML) 4 1 2in mlt 10 Pin(WL) 4 1 2in -10516:H 9 HRd: MO 4 1 3.5in 4dtlh 8 HRdI(WU 4 1 35in 9NIh 7 HRd1(WU 4 1 35in -Mlh 6 HHill MU 4 1 Min 4L,Ih 11 HRoI MU 4 1 15 in -INIU 7 1 mIh -M IIn - mft -zm ld 6 1 6 16s -5521h -zMUZ 23H Ib 11 1 311Fe -IMIh -65Ih -1351h Page 172 of 570 A GENERAL NOFES OF THIS DRAWWG PACKAGE SHAWDBCONSIDERED AS AN VFiEGRAL PART OF THIS COA NFM DESIGN DOCUM .. NOIBTHATW]E I GTmemn Engineering II PROFESSIONAL ENGNTEIS SPAL INDICATIS ONLY MAT THE TRUSS ASSEMBLY SHOWN ON TUDi SHEEiT IS WE t.@4P1UM APPUCABIE DESIGN CRBFRIA MIR U9C¢ Cam THE WADS, WADING COMMONS, TRUSS MFh1BFH CONFOURAnONS. AND SPANS USIFD ON 71US SHE M. tupm4 CO BLOT Cameron Engineering Truss: Pl 1 �q d s'J Phone: 303 800 6750 JobName: SURG cnvnvA u KeyBuild®System BIadSCamerOn@yahoo.com Date 09/26/10 13:43:59 KeyTmss® System Cee6.018 Version: 1.183 Page: 5 of5 Report: Eng Rot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 19-8-3 0/12 2 0-" 1-9-0 1 48 in 1053 lbs Loads Summary Load Case Lrl:Std Live Load D midved Inads Mnder 1—timI 1eaim2 Di—im Sp SW lrvd Etl WI Tnb Widh Tm C. Dvw Pry 20Pr Wier Min B. Cm Dnm IM.j Dina afct ®m Load Case DI: Sid Dead Load Dianlwed Inds 6knlc I iml Imtim2 PMim Sacd S.1-1 Ed 1-1 TE,WHM TT Cm Wan Fee, IDpf InR 6Y in Ba Cm Dwn Rote IDisf IDrsr Min Autornned Load Case W I: MWFRS-Lefi(Up) Tap 19Q 19 3 NUp RU 31.fB p:f W..1B pnf Coin Tap 1983 2153 NUp Rde n95Pf 23%96 Min Automated Load Case W2: M WFRS-Right(tJp) Deinbmed leads Menh 1a iml Imatim2 Dimclim Strad Slue FNlmd TiIeWid6 Up OOU 390 NUp Rnk 51.67p:f 5167Rr Min Ty 190 HM3 NUp RLLe MDl psf bred ptf ain Tap 1953 2153 NUp Role 51�Rr 51.58p:f Min Automated Load Case W3: M WFRS-(Max Dn) Tay 14&3 216J NUp Rave 29.9 Rf 2%55fcr Min Automaed Load Case W4: C&C(Suction) DiaflbncdInds Top 390 N'40 NUp Reh 117.75Pf 117.75'f Min Tap U40 12-163 NUp Rd¢ M54µf 7454pd Min 9y 12-I0a 1983 NUp RNc 117.75nf I7.75pf min Tap 1983 21S3 NUp Rah 1415pf 1475fef Min 1) This fuss has been designed in mn dance with ASCE7-05,145 mph, ExposureC. The building is GabldHip with Building Category IV (1= 1.15). Mean Roof Height 37 ft, Overall Building Dimensions of93 It x 102 fi, Enclosure Class: Enclosed, CC Zone Width 930 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to Wind. This tress is an End Zone Truss. This Brass is not in a Hurricane Pfone Region. Load Combinations Member Forces Su unary TaNe inl me: tik in. n—CSL tm add foe. Win 11-2 am 011n, 134 aw 2191n< 11191w QCN Lmjt4 tasaa lm Ban �1.m It G1ISSFT PI ATFS f irdif r--"A foe) a281 1081E (-1: am z3911E Additional Notes: The end ofevery chord segment shall be binned laterally perpendicular to the plane ofthe Huss. Lateral brines shall be installed Within 6n ofthe end ofeach chord seg nenl. Page 176 of 570 II PROF}SSIONALFONGJNEERS SPALPm CAM ONLYMIATTHEMUSOF MRS DRAWING PACKAGE S� BE 6 ASSSEuBLRED AS YSHOWN ONMUS PART OF F�E1ST18MWLNlIM AP�ABOFSIION CNAT THE ITERIA MR I Ln Engineering II 'IRE IAADS. IAADNG CONDFOONS.7RUSS hR'MeER CONFIGURATIONS. AND SPANS Mna) ON THIS SHEEP. 1753 Cae Cam Cameron Engineering Truss: P12 - cmSyac`E o Phone: 303 800 6750 JobNBme: SORG KeyKeyTm System Bradscameron@yahoo.com Daze: 09/26/10 13:44:00 KeyTmss® System Oee 6.018 Y Version: 1.183 Repoage: 1 Report: Engng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 26J-3 0112 1 0-M 1-9-0 1 48 in 110.1 Its 3A-0 i.—. 3-9-0 t. 5-1-14 e-10-14 5-1-14 5-1-14 _ �._._— _+—_T_— 14-0-12 3J-0 3J-0 0-5- 1-9-0 �__ 74.7 717 19-2-10 0 11-1 22-6-10 25-10-10 2 -1 0-10-®-12 2 1) 3 115 4 5 6 7 6 4 115 17 4 I 16 g 0-0-0 0 3-9-0 5-1-14 5-i-14 5-1-14 3-4-0 3-4-0 00-0 3-9-0 8-10-14 7 12 19-2. 22-5-10 25-10-10 26-4-3 Ciwir, i in w<d.. Sgors irt5ac LssaargrvY indnA. 'Fulacn' iMaee ne nwrhrdJ10505 (AISp faclrn-n m0urtdu aecNdne mom. EM vds iMiaes Ih nnhrdfuvrrnm'rtgirol Wkre [vm[clim IiNa:uerillNm mrNa Olr k mm�rmn dnwinS eflaa ie nyti24 Refvlo GertrW Noes fafimhrclvn(aim AIImaNe ikmpx (rMrtie u1cWu@dlerlh 196AISI Sryifaim (mCtl6Fmml51al0uipe MdnninfuskrerePeii�Sn A'16' min Maimin fmlemc� �mpnnl N16' mnlauM1 s1aJ d aal ae aLL CSI Deflection L (Ice) Allowed X: anti" TLaa in UP, Lf999 n-B LIM Be: R8S5(IS) =win L/9A (1-n LIMO Web an](115) Na nidwin 2 TCCaimrclyfl m BCPm1in Sy ,=Q in Reactions Summary IT LC BC B Wid Rmnim JT Be MU Rear M GmvU iM1 M:u.HUtu ifl Ma CIY.'U iR M U iR Ma Hinz 16 Pin(WL) I I tin I= 16 I 2H IIa .MlN 41PIft -0 1/ -3.SZflh. IS H Rai (WL) 1 1 351n 'Ib IS n516n-I.IHIM -3D1 IN an? IN 14 HRdI(WL) I 1 15 in 3i81hs 14 1 M -31 IN -nil IN 13 HRdI ML) I 1 35in 4% 13 1 8n IM -' w am ft aw IN 12 HRdl(WL) I 1 3.5in B9lk 12 1 T61k -))S 11 d671M .M N II HRdIML) I 1 35in VIIM 11 1 SA Ik bT31N -9181N -92Ih 10 HRai (WL) 1 1 35in ZN IN 10 1 451IN -En IN -Zn IN 9 HBar ML) 1 I 13 in -351N 9 1 Alh: -BIM .2n1h -LDS IN -I,Ill$Ih. 17 HRd1(WL) 1 1 35in BIN 17 1 JNHN -IMIM -A31M -M IN I6 Pi,( L) R 1 tin MIN IS HRdIML) 2 1 15 in MIN 14 H Rtll(WL) 2 1 )5in aA1Fa 13 HRd11WL) 2 I 15 in wIk 12 HRdl(WL) 2 1 3.5in A51% II HFdI(WL) 2 1 i5 in SHIM 10 HRd (WL) 2 35in 3WItr. 9 HRdI (WI) 2 iSin NIM I7 H Rd1(WLI 2 I 3.5 in I10@n 16 P,.ML) 3 1 tin 1391h 16 Pin(WL) 3 1 Rin .1391FSH 15 HRai ML) 3 1 35in m1M 14 HRdifWL) 3 1 35in 3W IM 13 HRd1(WL) 3 1 i5in B31N 12 HRtlI(WL) 3 1 35in 3fl ltr, II HRdI(WQ 3 1 i5 in 203 10 HRI M 3 1 3.5in Alld 9 HRdI(WL) J i5in -ffi31M 17 HRd1(WLT 3 1 3.5 in all 16 Pin (WL) 4 tin 2591k 16 Pin ML) 4 I tin -IW 16.H I5 HRd:(WL) 4 i5 in Ott 14 HRdI(WU 4 I 35in 031M 13 HBit (WL) 4 1 35in MIN 12 HRdl (WW 4 1 15 in 6121W It HRol ML) 4 1 351n 4931k 10 HRnn HvL) 4 1 35in tPft 9 HRd1(WL) 4 1 15in -1651. 17 HRai 1Wq 4 1 35in 41d Page 177 of 570 All GENERAL NOIES OF TH6 DRAWING PACKAGE SH BE CONSIDERED AS IkN W1ln[n L PMTOF THIS COMPONF OESR)N DOCUMENT. NOTE THATTHE Cameron Engineering PROFESSIONAL GP'EERS SE [CAM ONLY IHATINETRUSS ASSEMBLY SHOWN ONTHLS SHEETMFE 7HEMPVE.04 APPIJCIUIEDESIGN CRf1EN1A FOR 1)53 Coe Con L72C THE IDAOS, LOAOWG CONOmONS.TRUSS FIFMBFR C'ONFIGURATONS. AND SPANS LERD ON THIS SHEET. l CO Rai � Cameron Engineering Truss: P12 A __— r.Kr a r:., - Phone: 303 800 6750 3obName: SURD KcyBuild®System BradscameronlPyahmonin Date: 09/26/10 13:44:01 KeyTruss® System Cee6.018 Version: 1.183 Page: 4of5 Repoli: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 0/12 1 0-0-0 1-9-0 1 48 in 110.1 Ibs 16 Pln ML) 8 1 2in d.SA Ih•H IS HRal CWQ 8 1 15 in -1DI Ib: 14 HRdl ML) 8 1 15 in-2111Fe U HRdI(WL) 8 I 15in-3,0511k 12 H=ML) B 15 in f611Fe 11 HRdL) Hill B 1 15 in 4481h 10 HRd) MU R 1 15in an In 9 HRon (WU a 1 35in -nol 17 HR61m) a 1 15in 4rolb, Loads Summary Load Case Lrl: Sid Live Load Dimitinred Inds FWic Imiml Imim2 ITmim svvl Sun lml fitl lmi TdbWiah TT Cm Dann Rq M,f 31Pir mi. B. car Dam qg 0'f opt Min Load Case Dl: Sid Dead Load Dimlbured loads Mmhr Ismiml Irtalim2 Uinzim Sv-i Sun lme EA Tib WAb Tap Cm D>.m IU& IO pf IOpf 4B in B. Cm Dam Rolx IO Pf 101nr Min Autonated Load Case W I: M WFRS-Left(Up) Distributed Inds TT 390 14110 NUp Rain VWpf Jm,r Min Tap IY110 7S10.10 NUp Rde 51.Gpf 5L67pf Min TT 2 lnlu 2 3 NUp Role D.m@f T.Waf Min Tap 26C3 ffi1-3 NUp Rule V..%,f n%,r Min Auto=ed Load Case W2: MWFRS-Right(Up) Di9dhaed Imds Rq 390 142-10 Hop Rah win Rf Rol pS Min Tap 1'Vo SI010 NUp Rdh 51.G,f 51.Wpf 48 in Tin 2510.10 3a3 NUp Rah 24.06pf R05'f Min Tp 2663 Td1-3 NUp ROW 51.0pf 51.0 psf 65in Automated Load Case W3: MWFRS-(Max Dn) DiwibuRd Loads Mm 4Bin Amounted Load Case W4: C&C(Suctfon) Dstrbeted Loads TT 390 12d0 NUP Box H7.751ef I17.75gf 48ill TM 12A0 MR) NUP Rah 117.75pf 117.A@f Min TV 192-10 2 1610 NUP Rffi 0.14pf 1A14Rf 48 id Tap 251n10 2543 NUP Rah 117.751cf 117.EIaf Min Tap ML3 781-3 NUP RNe 144.75,1' 144.75pf Min 1)Ibis truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (1= 1.15).Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Width 9.30 ft. The left end vertical has not been exposed to wind, Tic right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations Mid irteee:M1[m8xm.,ma CSE,mauiil foc Oma amp. fa¢ifdRarn 6onapxvuilf ) Rao 1.amib= BIDMl% 180 of 570 II ronEnginoming PROFESSSSIIOONALE%RNEERS SFAL MKATES ONLY MATTHE MUSS� NUMB OF THIS DRAWING PACKAGE S� BE SASSEMBLED AS YSHOWN ON THIS SHEET SEEM THE MINLNUM APR� PART OF ME COMNENe DESIGN PMG�f�FSIGN CROERY, MRI• ATTHE CSTI Im c.Oc. II THE LOADS. LOADING CONDMONS. MUSS MENBEA CONFIGURATIONS, AND SPANS DSTED ON THIS SHEEL