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Home My WebLink AboutENGINEERING (61-120)Cameron Engineering Truss: G13 tube noplate A-wxcyno.m.rauc Phone: 303 800 6750 lobNeme: SORG KeyBuild®System Bra&canwon@yahoo.com Data 09/25/10 12:09:10 KeyTmssO Systerc Capped Cee6.014 Version: 1.183 Page: 3 of6 Repod: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 29-2-8 5112 4 0-M .0-" 1 12 in 1,1532lbs a1 slS am -Ra�lm 615 DRf 63ffi Ik. (81tBid) Page 62 of 570 -I.8141t.9b Sl4 QMM Re P-IC 310 9.1-A44' Ibsl ALL GENFAALNGIFSOPTHSORAWMG PACK GESH BECONSWOMASANPlIFfiRALPARTOPT COMPG. DBIGN000UM ..NON£' TIRE Gynppn Enginaming PRORSSIONALPNGRi S SELLWDICAMONLY' TTiETIUSS ASSEMBLY SHOWN ON'HUS SFHFIMEEIS'IHEMBMIUM MPUCABMDESM CRIRAN FOR Imc Can T 1DADS, tOADNGCOMMONS. MUSS FBal1mA CO.NRGURAMNS. AND SPANS USIPDONTLLS SHFEF. lu¢iaECD!® Cameron Engineering Truss: G13 tube noplate Y� Phone: 303 800 6750 JobName: SURG .,mo w. Keylluild®System Bmdsc mn@yahm.com Date: 09/25/10 12:09:11 KeyTmss@ System Capped Cee 6.014 Version: 1.183 Page: 5 of6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 29-2-8 5/12 4 0-0-0 0-0-0 1 12in 1,153.216s I I I Page 64 of 570 ALLOENERALNOIESOFTH6 DRAWNGPACI GESHAILBECONSInFREDASANINIEGRALPARTOFT COMPONFNI'DBnNOOC ..NOTETNAT'nIE C=anEngineering PROFESSIONAL FNGMFFAS SP WDICAT6 ONLY THATTHETRUSS ASSEMBLY SHOWN ON INIS S[nEPhSbTS THEMMMUM AMUCAB1E DESIGN CRUT3UA FUR lZa�c m THELOADS. LOADING CONDMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SH On.. LvpgmY. CO Sala Cameron Engineering Truss: G17 Phone: 303 800 6750 lobNmtc SURG n w KryKeyTm System Bradspmeron@yahoo.com Due: 09/26/10 13:43:27 Ke}?mss® System Gee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH Cry OHL OHR PLYS SPACING WGT/PLY 13-11-7 3539/12 1 2-3-5 0-5-0 1 24 in 169516s 2.3.5 2-0-2 133 5-7-15 3-11-6 1-0-13 0� I 2.0-2 0-8-13 _ 3d5 6-114 — - - — - --�— 12-10GO 13-11-7 4.10.3 6 14 00-0 5-7-15 3-11.8 1-0-13aa5-p B-114 12-10-10 13-11-] Cirtl¢idaefmiocmnin�u h. Sgmc iNmc(mtmmmtl intlu�A.'Falvers'ir3o¢Je WlvemsMimps v�lv RP10SB5 (ALSp falvcrs rtginalW ue W1(Ilenv��. ErA syue i�da¢JeMb%I Wig nWrxliWs trexi�ngaa is rtgiml Reyc.oC ANm f¢Onbclaif®tim Allmntle.ka to fasunix dada�Wlh IWSAl5151mfiaimhCddFanvl Seal D¢ip. Maiiuin Lxl¢vslm�gw416'mrt Maindn yalnc��nmA'16 arin facrH nm? n. Nidn n n¢I mcmei CSI Deflation U (100 Allowed TC: am 0-2) lLnnin LIM tR91 LIM Be : 0133" U amin LIM (bR LIYO Wn nmlee) Ca/OHMInU 2L M 3 mcvi¢IyllM Cn GH in 2= U Uw 2L %) BC Pulin S,xrlM=4in 11m11: nm In u Reactions SunlmaPv 15 Fill IL) 1 1 15 in ]Pak I] 1 1.4311 14. 11 Pan WL) 2 1 tin 1XIft 15 HRd11WL) 2 1 15in 1.43414 11 Pin OYU 3 1 tin 6351c 11 K.M) 3 1 tin LHItrH IS HRdl ML) 3 1 15 in 6111d 11 Pinm) 4 tin I.6611b. 11 Pin(WL) 4 21n II61ziH 15 HRan OVO 4 1 15in I.In Ift III Page 66 of 570 II PROF}S�S ONALENGP'ER55FALPDCAiFS ONLYIHAT1tHEl1tl159GA55FMBLY5H0wNRON 1ILLSSGHFETA4£IS TiEAWIB.fUMGAPPIICABIED6NIGN CRf1FRIA FORT nC negic. i�ng II TIEIDAUS, LOADING COMMONS, 1RU55 M iNIBM cGNFlGURA910NS. ANG SPANS LLSIm ON1f11S SHFEI. Cameron Engineering Truss: G17 LSA Phone: 303 800 6750 IobNaoc: suRG xeyKey.sy5lem Bradsrzmeron@yahoo.com Date: 09/26/10 13:43:29 KeyTluss® Tm System Cxe 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11-7 3539112 1 2-3-5 0-5.0 1 24 in 16951bs u Pin(WL) a I lin 1)181tr.H IS HRdI(WL) 8 1 15 in-I.W<ib: Loads Summary Load Case Lrl: Sid Live Load DiBBitUedlonds Mmb I�iml Imlim2 norm. spctl swlml Enl N Tribwiab TAP car Dnw Py IDpr mpr Ni. Ba Cm Dam Py ORf ORr Nin Pdmlmds MmBi I®iim Dinmim Im1 Tnb WiM Bo 3M Davn (W Ib. Bd Dam Ba 12-161-lo[ 0 Dwn m1b IBIh Page 68 of 570 IIP OFESS�IOYAL GeikFANOTES S SP IKDWAMONLY TGADRAWING �T'FRETR1155SAsSEPBLY SERMAS HMN ON Tn65DHFETMFETS'IHEF9NLNUMAPP r.6 �ARlIFR MR TTIIE luq,no n Ecl�'m ng II NNE IAADS.IAADP'G CONDl1fON5. TRUss FhTIDfR CDNFRiURAl10NS. AND SPANS LLSIm ONTH6516ET. n can Cameron Engineering Truss: G17 - Phone: 303 800 6750 3obName: SURG tow: xuc KeyBuild6System Bradscameron@yahoo.com Date: 09/26/10 13:43:29 KeyTmss® System Gee6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11-7 3539/12 1 2-3-5 0-M 1 24 in 169516s iRM 10MQMIT1.. %1Mr Cm Dam Rnh NEW IOW Min Pointlmds mhM l ire Dirtaim Imd Mbwidb an115 Do. fear% Ba B114 Do- 3001 : B. ILI0`10 Nxn 300I1e Automated Load Case W l: MWFRS-Left(Up) Disdbutod loads Point leads for Imaum Di —inn tred ¶ [, Wiab B. lu up Im)lh Ba 8114 Up 535IN en IzlolO up 5261k Automated Load Case W2: MWFRS-Right(Up) Distributed loads Bar IMP7 NUp Rile 1111-7 1"7 N Up Rite Btl 135 Up I'm lh Ba 8.II4 UP 5261h, Btl 12-1BIO UP Sml� Automated Load Case W3: MWFRS-(Max Dn) Distributed Inds MemM I iml "non2 Di=tlm SwN Son real Dtl lead TI,WIM1h. Tay -135 000 NUp Re N.Hlef A"/4 fcf WR Tap B00 1111-7 NUp Retie 1118 yf 121S p:f Min Tip I111-7 14v7 NUp Rp 245'f 245pf Min Automated Load Case W4: C&C(Suction) Distibu¢d loads Top BBO 67-12 NUP Rnh Iiau'f lam'f 24 in Tap 67-I2 11114 NUP Rah IAE3nd Iiam :f Win TT I111-7 1447 NUP Rile 15692paf I%W,f Min B. An0 1-11-2 NUp Rah (A84pf IAS1p:f Min 1) Standard Loads on Tresses Carried by this Girder. TCLive =20 psf; TIC Dead =10 psf, BC Live=O psf: BC Dead =10 psf 2) This 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 Difrcnsions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end ventral bas not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This buss is not in a Hurricane Prone Region. Load Combinations GUSSET PLATES Additional Notes: Ift i sses are attached to the side ofthebottomchord ofthis girder with reactions greaterthan 4001bs then they shall be attached in such a way as to preclude twisting of thebottom chord. The end ofevay chord segment shall be braced lazemlly perpendicular to the planeofthe truss. Lateral braces shall be installed within 6" of the end ofeach chord segment. Page 69 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHAM BE CONSDpIFD AS AN INTEGRAL PART OF TFRS COMPoNENf DESIGN DOCUMENT. NOTE THATTHE I Caneon Engineering PROFESs10NA1,FNGINE➢ISSFAL WOCAMONLYI T'H MUSSMSENBLYSHMNONTHISSHFPr MPkISTHEM NUMAPPUCA MDMIGNCRrIPAIAFOR 1753Lme m Ca 'TH WL S.WD NOCON MON5.TRUSSMEMBERCGN OMAMONS.ANDSPANSI35TFDONTHISSHM.. lupmt. CO RIW3 Cameron Engineering Truss: Gig - Phone: 303 800 6750 lobNar : SORG KeyHuild®System BiadscanleronQyahoo.com Daze: 09/26/10 13:43:29 KeyTmss® System Cm 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11-7-3539/12 1 0-5-0 2-3-5 1 24 in 169.4lbs 0813 13 1 1 01-0-13 0-1 0-0 0-5 0 3-1 L6 6-]-14 1-3-4 p- :2 1-0-13 64-3 10-6-1 11-1 b6 13414 Cirtlesintcne furererwniSenn¢i6a lh nmhrN®IBSBS IALSpfvslgers rtqu�&a[enl a(pe miM. Ess6ualrei�da¢ae rvmhrolLVlcros mlw�W6ve 'Iim lYalea ve Wlcda4mlks ]lemmmineluk.'Fmtertrs"i�tll¢Rs AaxSnGaplue ie nNiial 0.ekrWrlo Crtrenl NtlmfMhlu rclenficuim AllvvaN<slmrlerP Iewis eWCYaW ICIh 19AAlSl Slaifralim(a CddfiMSlxl Deigc MuiruinfazlerernPei�gal4'16"mrt Mvimvn LuleReQg �mgna 9/16'mnlvez6akp ♦( alxl mRanM CSI Deflection L/ (loc) Allowed W: OW(Sy MUM. LI49 (Imi) LIM BC : 050(4,11) LL:005in LIM (1011) LIM Weh n&A 1) Cm I OF TL 105 in UP 2LI95 14 9.I9) TC connncly BL Cm I ON U, 401 in UP 2LIN9 14 2LIm BC Pu1ln SPeing=48 in Hunm anti. 14 Reactions Summary IT Ton IL RC BM Wid Ream. JT RC MURrnn Maz GnvU i6 M MWFRS 15 Pin ML) 1 1 2in w11s 15 1 I1w W 1n6iln 8 HRtll MW I 1 2in 1.0ai. 8 1 ZIMM -IAIRIW 15 Pin(WL) 2 1 2in LWIL, 8 HRol OIL) 2 1 2in 21MIbs 15 Pin(WL) 3 1 2in SAIIa IS Pin ML) 3 1 2in .1511WH 8 HHot OIL) 3 1 2in 6,18111, IS Pin ML) 4 1 2in I.WSIW 15 Pin(WL) 4 1 2in .1161WH 8 HR41(Wq 4 1 2in 1.S82IW Page 70 of 570 ALLGENFILll.NO OMNDRAWWGPACRAGESH BECONSBIFJtEDASANIN RALPARTOPTH6COMPONPNTDESIGNBOLU ..N01ETHATTHE I Cameron Engineering PROFESSIONALENGNEERS SFALWDICATPS ONLY'IHATTHETRUSS ASSEMBLY SHOWN ONTHIS SHEEP MIENS THEhINRIUM APPIJCABLE DESIGN CRNIEUA FOR P53C—Caq THE WADS, IOADNO CONDmONS. TRUSS NE14BER CONFIOURATONS. AND SPANS LISTED ONTHLS SHEET. Lvpnin4. CO mm Cameron Engineering Truss: G18 Phone: 303 800 6750 lobName: SURG -.vrew,n.r-vw., KeyBuild@System Bradscameron@yahoo.com Daze: 09/26/10 13:43:29 KeyTmss® System Cee6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11-7 -3.539/12 1 0-5-0 2-3-5 1 24 in 169Albs 2i. 15 Pin ML) 5 1 tin -11611:H S HRdl(WL) 5 1 tin 7511d 15 Pin ML) 6 1 Sin 40616c IS Pin DNL) b 1 Sin -MRsH 8 HRdI(WL) 6 1 tin d.1821bs IS Pin (WL) ] 1 tin -A1115 15 Pin IWU 7 1 tin 3H Ih:H H HRolOWL) ] 1 tin -1.4101h. Page 71 of 570 ALLGFNFIIAL NO AOF]HIS DRAWING PACKAGESHALL BECONSH)PRED AS AN INIE(iRALPARTOF'IHIS CONBONEMDESMNDOCUM .. NOPE7HATME Cameron Engineering =PROFESSIONALFNGPJ E S SEAL INDICATES ONLYnVTMEMUSS ASSEMBLY SHOWN ON]HIS SHEM]WEEIS'IHEM tfld APPIICABIE DESIGN CRHFRN FOR 17SC—C. WADS. IDADWG CONDITIONS. MUSS MENBFA CONFlGURATONS. AND SPANS I.LSMD ONTH15 SHEET, Cameron Engineering Truss: G18 AVOv.�1,F': L�Lq Phone: 303 800 6750 JobName: SURG KeyEuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:43:29 KeyTmss® System Cm 6.018 Version: 1.183 Page: 3 of4 Report: Eng not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11-7-3339/12 1 0-5-0 2-3-5 1 24 in 169Albs 21. i 15 Pin (VL) 8 1 tin-1.2ABIb ll 8 HRdl(WL) 8 1 21n-2@31k. Loads Summery Load Case LPL: Sul Live Load Dimlboted Loads Marhr Idnim l 1m 1.2 Di.im Sp S.l lml Tib Widh TT Ca Dam Ny IDGf 29'r Nin B. C. D— Py Bpr D'f vi. Poimlmds MrnM l im Dirsum Imi 'IFLwidh 80 1413 Dam "ft Ba 543 Omm m1w Ba 1661 Dv 5fn16: Page 72 of 570 A GFNFAALNO OF THIS DRAWING PACKAGBSHA BBCONSIDEREDAS AN IMEGRALPARTOFTNs CONMMHT DESIGN DOCU TNOMTHATTHB Cameron Engineering PROFFSSIONA ENGVAEERS SB INDICAT60NLY THATTHEnUSS ASSEMBLY SHOWN ON THIS SH MFPIS THEMPnMUM APPUCABIEDESIGNCRUMb%FOR POC—fn ME LOADS. LOADING COMMONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS LLSIFD ON MIS S11EBT. Lm .CO Ran MIMI.Phone: Cameron Engineering Truss: G18 303 800 6750 3obNarm SURG KeyBuild®System Bradscarneron@yahoo.com Date: 09/26/10 13:43:29 Ke}?mss® System Cee 6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 13-11.7-3539/12 1 0-5-0 2-3-5 1 24 in 169.4IN Load Case D1: Std Dead Load Ilimibared Wads Cm Wm Ralx Pam and Mmbl l' Dimtim la'nib WidM1 Ba 1813 3 813 Uavn bold Bp 503 ' B. 1081 D— N.m NO Ypld Automated Load Case WI: MWPRS-Left(Up) Dimtbued Wads Rake A36pr A.36of Ain Rake 21.641cf Astor Ain Pant Inds M1fartx I im Di=fim Imo Mibwiab It. 1413 Up 656I1s ad 543 Up 5@Id Bd KMI Up �Id Automated Load Case W2: M WFRS-Right(Up) Dismbuled Loads Rah 3108p:f MUS'f Ain Rah &W,f 6165p:f Ni. B. 543 Up 5021d Ba Re -I Up 9821h: Automated Load Case W3: M WFRS-(Max DR) TV Gar 1311-7 N TT 13114 16112 N Automated Load Case W4: C&C(Suction) Try RIM 841 NUp RLLe 12 UNI` IMS3R1' Ain Tap 841 13110 NUp Ra Ma3'f 12t831ef Ain Tap 1111-7 16212 NUp Rile IX92of Iaw'f Ain B. 1245 13.114 NUp Rah MR,f 0,61tef Ain 1) Standard Loads on Trusses Carved by this Girder: TCLive =20 psf-,TCDead =10 psf; BCLive =O psf; BC Dud =10 psf 2) 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 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 and vertical has not been exposed to wind. This truss is an End Zone Truss. This Mass is not in a HunicanePaneRegion. Load Combinations ivientmer r tnxC aunnlary TweWraU :MdrSt m. mu CSL e-mu fda.(�eap.f uJilfere ko nw aual fdce) MW IM am -1011s 12-3 am a%1d lay a4M -I. Ih Ibla a369 4215 (3TTC3nTPT ATP3 59 OM LaMIM (-I.21a11x)I67 RIM 58 0.813 -IIn Is 02IN 1d Additional Notes: Morasses are attached to the side afthe bottomchuN ofthis girder with waruions greaterthan 400lbs then they shall be attached in such away as to predudetwisting of thebottotnchonl. The and ofevery chord segment shall be braced laterally perpendicular to the planeofthe tass. Lateral horses shall be installed within 6" of the end ofeach chord segment. Page 73 of 570 IIP OMSIONALEMINEEt755E IMJCAMONLLYTTTTHETRUSS ASSFMBLY SHOW ON THIS SHEMMEE S THEURNMUMOAPPDIxK`ADMI)MIGN CRMHUA MR l 53 Engineering CousN II THEMADS. LOADING COMMONS. TRUSS MFMBEA CONFIGURATONS. AND SPANS LISMDONTHIS SHEET. Cameron Engineering Truss: G19 -cad Phone: 303 800 6750 ]obName: SURG CY![W nrt.W LL1' KeyBuild"stem Bradscatneron@yahoo.com Date: 09/26/10 13:43:30 KeyTmss® System Cee6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-3-3 3536/12 1 1-7-3 0-5-0 1 24 in 151.3 lbs 1-7-3 2-2-8 _ _ __ 5-0-] _ _ 1 3.11 1-0-14 R-5�0 6 2.2,8 ]-2-15 1-2-13 11-2-5 12-3-3 4-10-3 ' 5 12 i i TV D 0-0-0 2-26 5-0-] 3-11-6 1-0-1° 0-5.0 2-26 T2-15 11-2-5 1T -±S Cirelu irtirnte lanverwnin wed. Sgora i�drx fmlertmva inao�L.'Futacn"iMWes J[mmhrr(BIOSOS (AISU Cstems ml„irtLm ve eNdlle mrthr. Fs'M1 wx iMcetca ltc nvrhrd(asterers regvml Wlae—Oim Pli.—ciJlala .Wl @vwi�p, v Bate is msoni Rcfcrto Gcmel Naa fv fwllerdwifcvim Allmvade sl--faro—is mk%]W Werth 1416AIS1 SiwfieYim fa CtldFmml SIM dim Maimvnfulererepeing W Wl6• nun FLiN,tin f tearcs� umpn n A'IC rmn fa rsAskp d stcl mvcui CSI Deflection u 000 Allowed W DAB(1-2) TL al in LIM (M LIM BC :, a4A(74) I1a04in LIM (7e) L/" Web om(}B Can;0"n amin UP m= II 2L/93 LSD W c.i.]y Hlre CanOHILQ0, in UP 2L/9A 10 BCP. ASP i,=43in Hma TLamin 3 Reactions Summary 9 Pin(WL) 2 1 tin LX31G 13 HHall (WL) 2 1 3.5in I.Im ift 9 Pin(WL) 3 I tin 4Vft4 9 Pin(WL) 3 1 tin USINH 13 HR61 IWO 3 1 15 in 4951W 9 Pin (WL) 4 1 tin I.Im I% 9 Pin ML) 4 1 2in 951HH 13 HRdi(WU 4 1 15 in WHA Page 74 of 570 ALLGEYFAALNVES OF Us DRAWING PACKAGE SHAIl BE CONSIDERED AS AN[NRGRAL PART OF ME COWONENT DESIGN DJCUI .. NOIE THAT ME I GlrGmn Engincering II PROFESSIONAL FNG]NEER'S SEAL PIDICAMONLY THATTHEMUSS ASSQABLY SHOWN ONMIS SHEEPMFEISTHEFBNWUM APPUCABIEDMIGN CRHFRIA FOR lm3 Oam THE LOADS. LOADING CONDMONS. TRUSS MEINBER CONFIGURATIONS. ANDSPANS LISTED ON ME SHEEP. Iv®nvL CO R•9D r Cameron Engineering Truss: G19 -.n �� Phone: 303 800 6750 ]obNar SORG R R KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:43:30 KeyTnUEV Syslem Cm 6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 12-3-3 3536/12 1 1-7-3 0-5-0 1 24 in 1513 lbs m(WL) 5 1 2in 9 Pin(WL) 5 1 2in 951RH 13 HRol ML) 5 1 15 in 52115: 9 Pin(WL) 6 I tin -9PIE 9 m3p 6 I 2in 31911nH 13 HRal ML) 6 1 15 in {fA1Fa 9 Pln(WL) 7 I 2in b121k 9 Pin(WL) 7 I 2in mftH D HRd] (WU 7 1 15in -7N14 Page 75 of 570 ALLGFNERAL NOTES OF THIS DRAWING PACKAGE SHALL HE CONSINERED AS AN RDFGRAL PART OF ME COS NENT DESIGN DOCUMENT. NOTE THATTHE Camemn Engineering PROFESSIONAL ENGP'FER'S SEAL INDICATES ONLYMAT'IHE MUSS ASSEMBLY SHOWN ON ME SHED' SUMS 7HH MMNIUM APPUCAH1E DESIGN CRME FOR lmT c. THE LOADS. LOADING CONDMONS. MUSS MEMHER CONFIGURATIONS. AND SPANS IISIFD ON ME SHEET. 1� co amn 1 Cameron Engineering Truss: G19 Phone: 303 800 6750 lobName: SImG 4YltNtllVhyf KeyBuild®System Bradscaaleron@yahoo.com Daze: 09/26/10 13:43:30 System Cee 6.018 KeyTmsS® Page: 3 of4 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-3-3 3.536/12 1 1-7-3 0-5-0 1 24 in 151.3lbs 9 Pin IWL) m 8 1 tin 1 I.II61aH 2a 13 HR61 ML) 8 1 15 in -I.0N lie Member Material CSI Bracing Max P enCM16z-N (Akio am sheztrd -1UII1h J1.11.lz 9a C1i171169pCAQ16L5y{Altsil�'T'� 04J3 =Q0.n � I,0181 Wtb1-10 )625162-v T33ai) DW UrbncW 4461a Wtb_19 3¢SJR_43(3301 aAz/—od. 1.N91ai Web29 &OCM162-51 (Ak it a1W Ilrbu 1.4151a W.624 Y61Q-3J-S3LMB UAN= Uiiiii[W 910,ia"' W.63s UNJC"I1 (.WFTii am] Uma n Gala (3r i.5 a1v U. :).MilN""'" ,We?6LS1tl.?t wmd-3 01CM16L5f(Su'o am ti�tr as L lft W (G "'$f62 )](Nii P535 Uit::ed lld� N't656 bblQ-ll (33bi) 6J38 Ur -5661a Loads Summary Load CaseLll: Std Live Load Divnbaed loads Meter I iml L im2 e—im S st sm,I U i mbWAh Tay Cat W.vn Py M,f M,f Min B. Cm Drum P y Ornf a,( Min PointLoo& Meter I im Dlm-1im 1-1 mbWidb B. 228 Drum Alta Bu 7-z-15 ll v 301b: Ba 11-15 Dvna :Aala Load Case D1: Std Dead Load Distributed loads We I slim l 1m 1-2 Dim im Saed SmI I e Fitl lm! Tnb Widh Tap Cat Dm'n Race Ia Rf IBlal Min B. Cat D—n RH 10,f lo'r Ni. Point lards Page 76 of 570 We 1ddm Di—Iim 1m1 Tnbwidh Ba 2-zs Dam �Ia Ba ]-21s Dvm 3W Ia Ba I-35 Uwn AAI IM A GPMPRALNCTFSOFMIS DNAWMGPACEAGESMUBECONSIMFREDASANINIFG PARTOFTHIS COhffONFNTDESIGN00CUF .. NOTEMATUIE Camemn Engineering PROFESSIONALENGWEERS SEAL INDICATES ONLYMATTHBTRUSS ASSEMBLY SHOWN ONTHIS SH=NlF3nS THE MMLNUM APPUCA13UDFSIGN CRIIFRIA FOR lmU Cam THE WADS. WADWG COW111ONS. TRUSS MEh®ER CONFIGURATIONS, AND SPANS USTFD ON THIS SHEET. Lo® .CO Sam Cameron Engineering Truss: G19 Phone: 303 800 6750 JobNamo: BURG KeyBuildoSystern Bladscameron@yahoo.com Daze: 09/26/10 13:43:30 KeyTnlss® KeyTm System Cce 6.018 Vernon: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-3-3 3536/12 1 1-7-3 0-5-0 1 24 in 1513lbs Automated Load Case W l: MWFitS-I cft(Up) Dimitured loads MaNc Isa�iml 1®nim2 Dinxlim Sv M Sun Wd lyd m Tnbwidh TT -1-03 000 NUD RYe 6263 Rf all pi Win TT Dan Ib33 N Up RNc ..11 Rr .1I Rf Win TM I2-13 1M-3 NUp RLLe '39 '39'f Win Pooltloads Mmhr Imim ni—inn LW TibWNn na u8 up 3HIs, Bu 7315 UP Ba II-L3 UP MW sn lb, Automated Load Case W2: M WFRS-Right(Up) Distributed loads 000 I2-13 NUP RHe 11.33 R83 N UP Rat Pohnloads Ba 7-M5 Or 52711a Ba 11.23 Up mId Autorrcued Load Case W3: MWFRS-(Mmc on) Distributed Lords TV OOn 1]S) NUp Rate 1219P:f 1219'r min Tap R-13 IZ&3 NUp R:Se 10'r 247fef Ni. Automated Load Case W4: C&C(Suction) Diaribwed Loads TT one 7-114 NUp Re m.46pr m.46pr Win Tap 7.114 I113 NUp Rnt 12746'f IZzA,r Min Ty I2-13 124L3 NUp Rat 16118p:f 16418pf Min Ba (an LIA NUp Rite 71.98P.f 71.98'r Min 1) Standard Loads on Trusses Carried by this Girder. TCLive =20 psf; TCDud =10 psf, BC Live =O psf; BC Dead =10 psf 2) This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Gabld lip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Dimensions oF93It x 102 ft. Enclosure aus: Enclosed, CCZone 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 Huruane Pone Region. Load Combinations Tatlei�dol¢:Mmtn lD. nor. CSL notieual foo:.6mam�p.f iIJR nfmn�mxaual fv¢) Win II.1 1-I am am 301d - -7M1tr 101W 2-3 0172 U 03m -'re" s' -IM Itr. 65 SD Ran n0zl. -16116 -101d Berm IM amells 7x a4n ve91d (male:) 9m a. u1d 67 am nlh: (Jala3 69 nl6z .X61h wed i.10 nB! .11611x zb n461 910 1tr. (-7m1d1" utn IyUlk (-9311ke) IA a—, I.MA Id (016:) 38 n061 6A Id (-41td) 46 n535 -Auld 29 alIw L4131d t-LO'd IK) 17 am -LMI 14 56 a3i4 -Yb ll" M ICCRP PT.ATFC Additional Notes: Iftrusses aleattached to the sideof thebottomchord ofthis girderwith reactions greater than 400lbs then they shall be attached in such away as to precludetwisting ofthebottorachord. The end ofevery chord segncnt shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeasch chord segment. Page 77 of 570 IIALLGFNFRALNOIES OFTHLS DRAWWG PACKACESHArLBECONSIUEAEDAS AN INTEGRAL PARTOFTHIS CONMNENFDESIGN DOCU66Nr. NOTETHATTHE I Canemn Engineering _ II PROFESSIONALENGINERS SFALPDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON THIS SHFElL4EISTHEFIDJNNMAPPIJC MDBnNCRZIF "FOR lmcC cm THEMies. LOADINGCONDORNs.TRUSS MQ-®PR CONFGURATOM.ANDSPANS I351EDONMUSHEER tn® CDB1PU Cameron Engineering Truss: G20 m Phone: 303 800 6750 JobNane: SURD KgBuild®System Bradsearwron@yahoo.com Date: 09/26/10 13:43:31 KeyTmss® System Cee6.018 Version: 1.183 Page: 1 of4 Repon: Eng Plot SPAN PrrCK QTY OHL O1Bt PLYS SPACING WGT/PLY 12-3-3 -3536112 1 0-5-0 1-7-3 1 24 in 148Albs P= 1 — 1 6-0-3 ---1 8 7.3 4-10-3 0-13 10-411 1-2-13 12 1 3 33 D 000 000 P-5-m 5-00-7-13, 3.11E 5-0-8 2-2-8 b-5-01-0-13 50-3 ~ 10-0.11 12-3-3 Cidka in6Wefulemmnin web. Sg iideale kll—,. inc . -F.te— in5—Om mvr8v acasm(A61)f..re rtynrtEL ueWNlh art . PCM1 VWie inlicua aeoarhrdhlvas regimi WMe mrmimplmv aacilletlaa m0us hawi�.aplae isre'{wnd BetvtoGexrW Nve fv (iW[rclnnfevim Allwwde slurlrrfa4rerie eilnJWdln Ih I4MA1515pci0mimla Cd6Fmmi S1¢I �igr. Maixilnf lenxsryei�¢n1 Y1C awn Malnwn 0slertr Wg �pnm 416'mnla exF [held slml rnvnvM CSI Deflection U (]oc) Allowed TC: 0.4m(is) TL0.1in LIM (B91 LIM Be: a4N(6S) LL 0.Win LIM B9) L/YB Weh 0.753(.39) Cn OHTLB02in UP 9.= 13 w c.a .IyBrc CN/OHU Q01 inUP 2LIM 6 Ew 2L/A BCP in Sl i,=ain H. TLaMin 3 Reactions Sumnwv 7 HRd] ML) 1 1 tin 14 Pmmu 2 1 tin 7 HRal ML) 2 1 tin 14 PmML, 3 1 tin 14 Pin(WL) 3 1 tin 7 HPAT (WL) 3 1 tin 14 NIH( ) 4 1 tin 14 Pin(WL) 4 I tin 7 HRtl1(WL) 4 1 tin mft 7 1 LN21k JWIN LSQ ld 4f61Fe -IM Ib H 42/Ik MIN A ftH 1.10016: A/11E:-22/516 amft1 Page 78 of 570 IIA GEVEAALNOTFSOMT DRAWNGPACRAGESH BECONSmF]2EGASANINITS'RALPARTOFTHISCOMPoN DMIGNn UMEMLNOTBTHATTHE I Cameron Engineering PROFESSIONALFNGPI6RS SB UO)CA7£S ONLY 'I TTHETRUSS ASSEMBLY SHOWN ON TH6 SHEPFMEElS THEMP'IMIIM APPLECMUDESRIN CRIERM FOR Imc—Coal nffiWADS.LOADINGCONDITONS:'IRUSS l BER CONMURATIONS. ANDSPANS LLSTEOONTHIS SH .. Ld, m COAW3 dAwl Cameron Engineering Phone: 303 800 6750 3abNEw: SURD KeyBuild®System Bradscm=n@yahoo.com Date 09/26/10 13:43:32 KeyTmss® System Cee6.018 Vmio0: 1.183 Page: 3 of4 Repose Eng Plot SPAN PITON QTY OHL OHR PLYS SPACING WGT/PLY 12-3-3-3536/12 1 0-5.0 1-7-3 I 24in 148Albs 14 En(WL) 8 1 Sin .1.116INH 7 HRdl WL) 8 1 tin -IMIN Loads Summary Load Case Lrl: Sid Live Load Ba Cm Du Py Opr 0pr Nin Point Inlds Mmb Imfim Di.im Iad Tib With Ba I0011 U— MIN Ba 503 Dam MIN Ba I413 U— MIN Load Case DI: Sid Deed Load Dor ibwed Loa& ' Mmic I iml I m2 Dimvim Small Sual®i E I—i TUWNh TT Cm 13am R. 1I IUpr NIA Rtl Cal tarn RW 10'r 10p1' 241n Pontlmds Mm I im Dimim Iml Rib Widh B. 10411 D— MIN Ba 543 Ooun M N R IO i pmm i101b. AIL GENERAL NO ES OF THIS DRAWING PACKAGE SIWL BE CONSIDERED AS AN NHEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT INS PROFFSSIONALENGINEFAS SEAL INDICATES ONLY TWIT THE MUSS ASSFAIDLY SHOWN ONTHIS SHEH hBLISTHE MP'P1UM APPIICABIE DESIGN CRIIFAIA FOR THE IDRDS. LOADING CONOmONS. MUSS MEMBER CONEGURATONS. AND SPANS I.ISTED ON THUS SHEET. Page 80 of 570 Cameron Engineering n53Cme Con Imps cosreoe * ,,. Cameron Engineering Truss: G20 m.�:fl�Pnr..M.r ` Phone: 303 800 6750 JoloName: SURG KeyBuild®System Bradsearnefon@yah00.COm Daze: 09/26/10 13:43:32 KeyTmssO .System Cce6.018 Version: 1.183 Page: 4of4 Report: Eng Plot ' SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY l 12-3-3-3536/12 1 0-5-0 1-7-3 .1 24 in 148AIbs Automated Load Case W l: MWFRS-Left(Up) Distributed Weds �R WHI Q,13 NUP lk< 3n'l' 31.35Rf 21in Tap I133 111" NUp Ruh X63p:f 2163P,i Min Point LeOds wnM luaim Dimim Imd 'nib Wimb BO 10611 UP Soar Bd In3 Up 411% Be 1413 UP Snit Automated Load Case W2: MWPRS-Right(I1p) Di6tribuled I.& 000 1213 NUp Retie nil IL33 11106 NUo Retie a6l Poio aWs MCM Irtaiim Di,mim LM Tib WidM1 Ba @oU Up So iM B., S63 UP Sn ld Ba 1413 Up 5PId Automated Load Cue W3: MWFRS-(Max Dn) Duan nee! 1.& TP ran 113-3 NUp Reh 1219'r IZN'f 14 in TT 1213 11106 NUp Rnh 39%'f 39.76p;f Min Automated Load Case W4: C&C(SuMion) Diorbal dloads TT Olw B61 Nup Rain In.46ief In.,npa Min TT 861 1213 Nun Ruh In.m'f I27.46,1' Min TT 1113 111" NUp Rdn I6119pf 164IS'f Min B. 101-11 1113 NUp Rah 71.%,f 71.96p,f Min 1) Standard Loads on Trusses Carried by this Girder,TC Live =20 psf, TCDead =10 psf; BCLive =O psf; BC Dead =10 psf 2)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 Clean: Enclosed, CC Zone Width 9.30 ft. Thelefl end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This runs is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations TndeimicY :Menhr D. mu CSL,nu ninlfare_ Imv rum. fine ifGnercn fmm ire.-ml fi,w.1 MW 12-1 1-2 arm alos -to lh -16zIG 2il 3-0 11 aln -15516: -L@IIin 1S s13 aim ab9 -NO ltc blln rolkl BC 6] aW4 OIM 89 a Ins (SWlln) II-14 var L11616: 4(01151 ]A a3A 4rlld 1t1 411 0.335 I.a181d rolt) wet I-11 1. 1 -mlh 39 u]9 -L]b3lhs a] azl0 L4511% (-LBW Iba 24. aR6 4E11d 3a ao6z 6R 16a (-3n 1t) 1) 0403 .2151t (Old) z9 aln I.5MIt (ASIft) 48 a02 9111t a]421t1 56 OM .121 It (:n I.QQFT Pf ATFQ Additional Notes: Ifrusses amaltached to the side of the bottom chord of this girdefwith reactions gmanerthan 400lbs then they Shall be attached in such away as to preclude twisting ofthebottom chord. The end ofevery chord segment shall bebraced laterally perpendicularto the planeof the truss. Lateral braces shall be installed within 6' oftheend ofeach chord segment. Page 81 of 570 All GFNFRALNOTFS OFIHIS DRAWING PACI(AGESHAIl BECONSDERED AS AN PNFGRALPARTOFTHIS COWONEMDESION DOC(IMINI: NOIETHATMr m PROFESSIONALk2JGWF➢IS SP OUDICAMS ONLY MATt `TRUSS ASSEMBLY SHOWN ONTHIS SHEInUmms THEM PAW APPLICABLE DESIGN CRIMUA MR Cameroon Engini ineering MIELCIDS. UCVDING CONDITIONS, TRUSS MENBER CONFlGURATONS, AND SPANS D57ED ON THIS SHEEP. dims COun Cameron Engineering Truss: G21 `e� 9 Phone: 303 800 6750 3obNarTe: SURG T.9rzSyst u.c KeyHuild®System Bradscameron@yahoo.com Date: 09/26/10 13:43:33 Ke}7tu65® System: Cee 6.018 Voo ion: 1.183 Page: 1 off Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.004112 1 1-7-5 0-0-0 1 24 in 268.616s 1-7-5 1-6-3 -_—{-_1.83_1_—_� 4-0-1 4A-] 411-2 4-11-2 — - _- i—_ _____ --_1— 3-10-] �— _ 3-10-]___1 0-8-13 5-10.10 10.3.1 1&P.3- 20-1-5 5-0-2 5-0-2 23-11-12 27-10-3 1-9-7 4 5 6 7 1215 3 512 Z, 8 2 1 17 414 a9 is 13 12 11 10 16 0 0 01-6-3 000 44-7 4-4-] 4.11.2 4- 1-2 3-10-] 3-10-7 1-6-3 5.10-10 f0-&1 I62-3 20-b5 2311-12 27-10J Cirtlu iNtale L I<rcteM in xxb. Sgsuea i�m1e fluwme[ in eMA. 'Faalaers' i�c'ua Ik narMd0105D5 WSp! lertn mlwMa ve enldNe �rentr. Rufi valie iMcllca IMmmhrd Lulerert mTo� Wh2 mnnimplala art eYlMar mlly[ dvwi�¢et9oe ix mlw 4 Refv lOGnml Nov fo fWkrnloifimlim AllovnNe ako)cr favlemi[wIMaIW pv Ik 19MAISI Speci0w1imf9CtldFanNSaI WiD[ Muintln fasWerapcinSa1916'mn MviovnfsalemNg�nvgnu A'Id �mn fo exM1sleeld e1m1 Id CSI Deflection L Goo) Allowed m: aill TT:a25in L/m9 (45) L/240 BC: aM3(D43) LLa13 in L/9N (45) L/3w We0 a9R0I0) C.1OHM(1Win UP 9./999 16 M19) TC CofidwalY BrxN Cm/OHLL Rol in UP 2L/9A 16 21/9) llc ainsinvi,=Qin H.TLawin 9 Reactions Swnnlary IT Lc BC BRI Wid R—um IT BC Ma:Rex, M Gd.0 in M MWFeSU IB M CacU iR Ma.0 w ]AmHa;. 15 Pi.ML) 1 1 tin I.TDIR IS I 3.4151k-3.IBIk-26161k -IRRM, M211W 9 HRd] MW 1 1 tin 1.6191d 9 I 3.WIh-3p1]@c -I wfln 3017 on IS Pin(W) 2 1 tin 14151d 9 HBan ML) 2 1 tin 3 31k 15 Pin(WL) 3 1 tin 1.5lb. 15 Pin(WL) 3 1 tin AIkH 9 HRaI(WI.) 3 1 tin 1.6S51d 15 Pin(WL) 4 1 tin ZIPS on 15 Pin(WL) 4 1 tin 331%H 9 HRdI(WLI 4 1 2in 29H R, Page 82 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS ANINTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTETHAT THE Cancoon Engineering PROMSIONALENGINEMRSSPALINDICATES ONLY 3HATTRETRUSS ASSEMBLY SHOWN ONTHIS SHEFTMFEIS'IHENUNNUM APPUCAB1E DESIGNCRIBEInA FOR IMU Cav1 THE (DADS. LOADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS MTED ON MIS SHEET. LvFnvL COON 3 Cameron Engineering Truss: G21 & NAB Phone: 303 800 6750 3obNmle: SURG KryKeyTm System Bladscarreron@yahoo.com 10 13:43:33 KeyTmss® Syst Syslrnc C9 & Cae6A18 Version: 1.183 Page: 3 of5 Repon: Eng Plot SPAN P1TCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.004/12 1 1-7-5 04-0 1 24 in 268.6lbs IS PinMQ 8 1 21n 9 HRdl ML) 8 1 tin Loads Summary Load Case Lrl: Std Live Load C 1dH -1.5mlbi Ba Cm Dwm Py 0'r 0'r Win Pdml,ads nm ra lauim Uimim UW1 TbWidb BG 1631 Dn— "lln Bo n15 Dwn ®Ib Ba U411 Dam 3ml% Ba 17411 Dunn 3mi6 Page 84 of 570 IIA GENP N=OPTH6DRAWWGPAC"GESN BECONSOMMASANI RALPARTOPTHIBCOMPo DFSIGND000AffNI. NOTETHATTI@ I Canimon Engineering II PROMSIONALENGP@➢fS SFAL WDICATE50NLYTHATTHEMUSSASSE 4Y SHOWN ONTH6 SHMMF£ISTHEMWIMUMAPPLICABIEDESIGNCRrIF]OA SO R lw � THEIOADS. WADDIGCONDmONS. TRUSS66 MCONMGURATIONS.ANDSPANS LL ONHUS SHM.. lu®mL CO Scan K e^ f �Iu- lu'�' ey uild®System KeyTmss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscameron@yahoo.com Truss: m lobNae: Date: System Page: Report: G21 SURG 09/26/10 13:43:33 Gee 6.018 4of5 Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.004/12 1 1-7-5 M-0o 1 24 in 268.61bs Load Case D1: Sid Dead Load Distributed loads MUNa tmliml Imlim2 Dirsrm S,—,i San Imtl On 1-nUd Tnb W[ah TT Cm Duo, RLLc IUpf 10, Ni. BQ Cm Dom Rah 101nf IOp:f Min Palm Loads , M< 1—nim Dindim Imtl Tribwidh tle In11 Own pLltr. ed D moan Be 11 Dann, I#11 Ibvn UnitI]dll Omm n 30DIN: I Automated Load Case WI; M WFRS-Left(Up) nutritional loads Mrn i_iiiml 1-sim2 Dian SprM slv14u1 E`0n Tib Widlb 1 TT -1-7-5 too NUp a. N.57pd1 A.57pf Nin Tap Goo IDSI NUp Retie M01 pa Hot Rf ]Ain TT IDSI A1-5 NUp Rake 51.0W 51.67pf Min Tip ID15 V-163 NUp Rek 31.09luf rso,f An Point Loads M'r 1-rim Dirslim Inn] Tib Wi66 ad1631 Up 2067It, B. ID15 Up 2067 an B. 1#11 Up T61h B. I7L11 UP mlla Automuod Load Case W2: MWFRS-RightNP) Diso-ilxRetl loads Ran I011 NUp Rn N69'r 37.69p:f Min 1631 2&I-5 NUp RWL 51.6/gr 51IDpr 24in AI-5 21403 NUp Ralx Ain't M.repr Min Point Loads M<� 1 im OnNian LW Tnb Widb 80 Ins, Up 20671b: B. 2Dl-5 Up Z057 ft noI#II Up M7 N Bd 1I311 Up M h, Automated Load Cue W3: MWERS-(Max Dn) D=b11ed Lwds Mew Inaliml 1uaim2 Biiatim S Smn lml Etllmtl TtibWidh rip -1-7-5 DW NUp RNs Npisf 295/P.f Min TT Dn0 IDlI NUp Rate 101 Pat 201 p'.f Min Try A1-5 V-163 NUp Rnk 10a,f 204'f Min Automated Load Cue W4: C&C(Suc4ion) Distributed loads Memhr Lmiml I Iim2 Iirtdim Sp San lwd EiIntl Drib Width Tay -1-7-5 D00 NUp Rah 1.7Z 14C]Spf Min Tap Ran 611.11 NUp Rete 10.7 11275Pf Min Tap 611-11 IBb1 NUp Rah I17.751nf 1 II Mpsf Min TT 1611 19611 NUp Rah 0914P,f MAPS Min TT 19611 2M5 NUp Rde 4914µf M14p.f Min TT 2H-5 ZFI63 NUp Rah II175pf I17.75p<f Min Six (D0 1S3 NUp Rnk nn,f %"'f Min 1) Standard Loads on Trusses Carved by this Girder. TCLive =20 psf; TCDad =10 psf: BCLNe=O psf: BC Dead=10 psf 2) This truss has been designed in accordance with ASCE7-05,1451fPb, 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 pass: 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 Prone Region. Load Combinations Member Forces Smmnary Ta.Nsinl l : Menh W. nUxCSL amx aimr . Gmnanm. fmx ifaReR comma rise) mm asro (-I.IA IE+)IA13 am 1,00101 (�I,ll]Iha)I6 1 par-I,51M5Ih. ('1,0191Fe11 x90 BA5 -1m 0.A1 3.7551N (-),.3016;) Al2 a515 4iR11ty CHT.QCFTPT.ATFC Page 85 of 570 I ALLGENERAL Nunes OFTFUS DRAWING PACICAGESHAILBECONSHHRED AS AN INIECRALPARTOFTiRS COMPoNFMDESIGN ECKH TNOTEnIVTTHE Cameron Engineering PROFESSIONAL GRVFElS SE INDICATES ONI.Y71,Vp7IETRUSS ASSEMBLY SHOWN ON THIS SHFEIhffE1S THEMMUs1APPIJCABIEDESIGN CRPIFRUA FOR 17mc—Con THE WADS. DOSING CONDMONS. TRUSS M1@MBER. CONFMURAI30NS, AND SPANS I1StED ON THIS SHUT.. Inpmq CO axsu Cameron Engineering Truss: G21 a Phone: 303 800 6750 JobNarrc: suac r_s KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:43:33 Keyrmss® Systm Cee6.018 Version: L183 Page: 5 of5 Report: Eng Phn SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 MOE,/12 1 1-7-51 0-M 1 24 in 268.6lbs Additional Notes: Mousses areattached to the sideofthe bottomchod ofthis girderwith reactions gneocathan 400 lbs then they shall be attached in such a way as to preclude twisting of the bottom chord. The end ofcvery chord segment shall bebnced laterally perpendicularto the plane ofthe Mrs.Tateml boxes shall be installed within 6" ofthe end ofeach chord segment. Page 86 of 570 AIL GFNERA1. NOTES OFTFUS DRAWWG PACKAGE SHALL BE CONSIDERED AS AN RUBGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE' TTHE Canrmn Engineering PROFFSSIONALENMNEEl5 SEAL INDICATES OLYMATMEMUSS ASSEMBLY SHOWN ON TH6 SHF117h4£ISTHEMWN4IMAPFUCABIEDEIGN CRETRIA FOR lmcC Can MELOADS. LOADMG CONDHIONS. MUSS FffMBFR CONFIGURAMINS. AND SPANS LLSIFD ONTFUS SHEET. IaQnut CO m91i Cameron Engineering Truss: G22 a = Phone: 303 800 6750 JobN=: SURG .l.< KeyBuild®System Bradscalneron@yahoo.com Dale: 09/26/10 13:43:34 KeyTmss® System Coe 6.018 Version: 1.183 Page: 1 of Repoli: Eng Flat SPAN PITCH QTY OHL O1Rt PLYS SPACING WGTTLY 27-10-3 4,999/12 1 0-" 1-7-5 1 24 in 268.6 His &10-] 3.10.7 3-10-7 4-11-2 4-11-2 — -- ---0-2 ----- 4-4-] 44-] _ L5-3 1-7-5 " 1-9-] ➢-8-8-14 5.0-2 12-8-0 1]-T 5-0-221-119 264.0 27-103 0-8-13 3 4 iz7 ��e 5 'pn lb H 0.0-0 0-0.0 3-10-7 3-10-7 4-11-2 4-01-2 44-7 44-7 1-8-3 3-10-7 7-8-14 12-8-0 1] T2 21-11-9 264-0 2]-10-3 Cirtlm i�ple fvlearmvY in w<Iti. Sgava irt6wlc fauvpmm indod:. 'Racma" iMcmes IM nntr cillO SDS (ASP facleren mµiaiat ae vtldlM pis. EssA rube iMcTn IM mmhrdfwN<rcrs rtgvrtd Wkrt c'vmYimtivc vre WIMoe mlka 4nvin64P1a1[is mpdNm R<fa to Gemnl Naec lafimlwclwiaaim Allwade slevinfmiaer is cWoY'vial perlM 19MA15I31rsifralimfu CddFmrel Slal Ctrige M.tiRdnfaz4mspminsmR'16'rmn Maim4n fx¢rereQe imNDnal Wl6"morn ra[M1 slnl? slxl Lmaid CSI Deflection L (loc) Allowed TC: ama-n Ma2S in LI4A o2-13) LIM BC: ILal3in LIPS (1113) LIM Weh aieu(1-l5 Cum IOHILaNin UP 9./9A 9 2LIA 'IC nnxxwlyBn—J Cm I OR IL 001 in UP 9.I999 9 7LI90 BE Pulin SryciRq=48 in H..M am in Ifi Reactions Sununaly Ir TIP, LC Be BrPWid Remim IT BC NiaiRein M.0 Cm Unlift M WFRSu m M (MCu is Mvu in MU Hmz iB Pin(WL) 1 1 zin I.�IM 1u 3.PA16N -zff41N-z653Ib -lwt M Poi Ifi H Rd BAIL) 1 1 tin 1.0m t. 16 1w IN -IOU lin -LsEi M -30111h. 10 Pin(WL) 2 1 tin in IM 16 HRd) RL) 2 1 tin 3.36]Ih 10 Pin(WL) 3 1 tin ISMI% 10 Pin(WL) 3 1 tin Mft H 16 H Rd)(WL) 3 1 tin 1,66]Re 10 Pin ML) 4 1 tin zw ld 10 Pin(WL) 4 1 tin -U an 16 HRd1 MQ 4 1 tin z93D Id Page 87 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUM .NOTE THATnffl Cjflplpn Engineering PROFESSIONALFNGINEEC5 SE NDICATES ONLY THATTNETRUSS ASSQ.OLY SHOWN ONTHIS SHPEI"NUINS THE NUNINKM APPI3CABIED6IGN CRFIFRIA MR 1753c—Com THELOADS.WgA OCON MONS.TRUSSMENBERCON GNtAHONS.ANDSPANSIISIPDONTHISSHEER La5^nna, COS Cameron Engineering Truss: G22 Phone: 303 800 6750 3obNRme: SURG LVRIWI4:[LLC KeyBuild®System BITIdSCHtllerDn(@}'nh00.CAm Daze: 09/26/10 13:43:34 KeyTmss® System Oee 6.018 Version: 1.183 Page: 2of5 Report: Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-M 1-7-5 1 24 in 268.61bs 10 Pin N 1. 10 Pin BVL) 5 1 tin 40lhH I6 HRai ONO 5 1 tin LSD In 10 Pin(WL) 6 1 tin -2WAI1< 10 Pin ML) 6 1 tin -ntBH 16 HR lMIL) 6 1 tin Z925@. 10 Pin(WL) 7 1 tin -261511e 10 PinIWL) 7 1 tin -R4H I6 HRcl BVL) 7 1 tin am[Us Page 88 of 570 ALLGENEULNOIESOPTNR DRAWING PACKAGE SHALL BE CONSIDERED AS AN INITCRAL PART OV MIS COMPONENT OESGN DOCUMENT. NOM MAT THE Cameron Engineering PROFESSIONALENCHNEERY SE IKDGAT67H 0NLYATTHETRUSS ASSEMBLY SHOWN ONIOUS SHEm MTS EETHEMmIM11M APPUCARIE DESIGN CRITERIA FOR n53C C. THEMADS. LOADING CONDH30NS, MUSS I.rsMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. Lvgim, CO Has Cameron Engineering Truss: G22 e rvr.nwlvxuc ' Phone: 303 800 6750 IobNRme: SURG KeyBuild®System BradSGamef00@yahoo.CUn1 Daze: 09/26/10 13:43:34 KeyTmss® System foe 6.018 Version: 1.183 Page: 3 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-" 1-7-5 1 24 in 268.6 His 10 Pin MW 8 1 16 HR41 Ml.) 8 1 2in 4Q ftH 21n-11558Rs Loads Summary Load Case Lrl: Sid Live Load Diaibirtcd lAads Lxnm1 lmmz D;mct;m s—a S. tma EtlW, rnxWiax W,fB. Cw D— Ny Opt Lp:f Ni. B. Cm Dvxn Pmj OTnT 0{sf bl PdntLmds Bu ®llb ]IDIH IDI� Page 89 of 570 IIALL GENERAL NOTES OF THIS DRAWING PACKAGE SHNL BE CONSMEAED AS AN WIE[iRAL PART OF THIS COMPONFM DESIGN COCU .. NOTE THAT THE I CbB=on Englnoming II PROMSIONALFNGWEFR5SEALWDICATESONLY'IHATTHETRUSSMSF LYSHOWNONT NSHEETMFETSTHEMPMnI MIUCABIEDESIGNCRrIF MMR 1� C.� THELOADS, LOADWG CONMEONS. TRUSS FffA®IX CONFIGURAnONS. AND SPANS M ED ON THIS SHEET. la®ivs. CO BL® Cameron Engineering ' Truss: G22 Phone: 303 800 6750 dobName: SURG gMter, KeyKcyTra System BtadScanleron@yailoo.com Date: 09/26/10 13:43:35 Ke}?russ® System: Cee 6.018 Version: L183 Page: 4 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-" 1-7-5 1 24 in 268.6lbs Load Case DI: Sid Dead Load Distributed Loads Mema Im1im1 1 r.2 Dirt im ayeal sen lwd End 1,Nd Tnbwi616 Tap Cm N.m Re4e III 10p:f Min BU Cat W.m RVNe IOlef 10pf Min Pomtlaads Meter UM.im Dinnaim Imtl Tnb Wien Btl 17-7-2 Lbm RIIIIF Ba 7814 Wm SO)in Btl 1458 IM.m nt Ba 1o" DMn JlDlh� Automaed Load Case WI: MWFRS-Left(Up) Divrieaed Inds Menhr 1,eiml Imim2 Di.im S,c Slut WJ End Tib Widh TT W10 7%N NUp RWe NO2,f 21.@I Min T, 7&14 17-7-2 NUp Rite 51.67If nzID Nin Ttp 17-7-2 21.10,3 NUp Rnte 37.Wpf 37.r9p: Min TT 21-163 M58 NUp Ralx 2/.95Bf 27.95 If Min Pointlmds Member Isaim Dim lud Tib Widh Ba 17-7-2 Up 20571h: Ba 7814 Up 2W711u Btl 1458 Up miff Be ID58 Up V51In Automated Load Case W2: MWFRS-Right(Up) Distributed loads Mein 1 kin I fiun2 Di.im Sena Sw11m] Eel d Tnh Widh Rp 000 7A14 NUp Rt W..f9ryf l7mpl Min IIP 7814 17.7-2 NUp RNa 51.67 Ef 51.67pi Min Try 17-7-2 P-163 NUp Ralx N.011ef b01 If Min TT V-1B3 TM8 NUp Ede 51.57 If 51.57p:f Min Pointlands Mena 1—rim Dina iun Imi Tnb WidU B. 17-72 Up 2W71bs Ba 7A14 Up 2W716s Ba 1458 UP w51h: Ba ID58 Up MIN Autonucted Load Case W3: MWFRS-(Max Dn) Ditribaud Iuads M,M L Iiml Isalim2 Dimim Spe.'d sianlmtl Ed1.d Tnb Widh TT 000 78R NUp R. ME, 204pr Min Tp 17-7-2 II103 NUp Rae 201 If 201 If Min TT V-I0,3 Mm NUp Rne MS7,f APpf Min Automated Load Case W4: C&C(Suction) Duldhared Leads Mena Iaaiiml Ivulim2 Dinnaim S,> Slnn lrtd Ed Ub Widh TT WO 7$14 NUp Rake U7.75pf 117.75pf Min Tap 7814 1749 NUp Raw 69.14pf R,14Rf Min Try 178 17-7-2 NUp Rde H.14pf W.14pf Min Tap 17-72 ] 2-2 NUp R. IU.75pr 117,75pr Min TT Z122 27-10-3 NUp Rde 117.75pf 117.751ar Min Top 21-103 $m NUp Rde 1M.75pr I475pr Min Btl Nn50 V-ID3 NUp Rae 53.39pf 5x39fcf Min 1) Standard Loads on Trusses Carried by this Girder. TCLive =20 psf; TCDead =10 psi-, BCLive =O psf: BC Dead =10 psf 2) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable(Hip with Building Category IV P = 1.15),Menn Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 It, Enclosure pass: Enclosed, OCZone Width 9.30 ft. The left and vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is BE End Zone Truss. This truss is not in a Hurricane Prune Region. Load Combinations I Wse Tale iwwlm: Memo m, �m.csb �m.naw rma I��. raa umnerea r�anmamid li><el pan E15 093s 217UIb (416611n)I S3 am !"in 154316:)6. }11 07M 3.7M11n (-9.Nopn11 e90 02A 14(QRv 2-4 0-1km5251m M I.CSFT Pi .ATFS Page 90 of 570 ALL GENERAL NOMS OF THUS DRAWING PACKAGE SHALL BE CONSIDERED AS AN 1NMTRAL PART OF THIS COMPONENT DESIGN DOCUMENr. NOTE MAT ME I CynppO Engineering PROF6sIONALENGRNF}RS SEALUmICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON MRS 511FPr FffE1S'IHEMWn+IUM APPUCABIE DEGN CRFBMAFOR 1753C—Cmt THEDOADS. LOADENG CONDmONS, TRUSS MEMBER CONFIOURATIONS. AND SPANS USIFD ONTHIS SHEET. Ivy n, CO BGnI Cameron Engineering Truss: G22 - Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscameron@yahoo.com Daze: 10 13:43:35 KeyTmss® Gee 6. System Gee 6.018 Version: 1.183 Page: 5 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-" 1-7-5 1 24 in 268.6lbs Additional Notes: Mousses are attached to the sideofthe bottomehord ofthis ginierwith reactions granerthan 400lbs then they shall be attached in such away as to preclude twisting ofthe bottomchord. Theend oftWery chord segment shall bebraced laterally perpendicular to the plane ofthe truss. Lateral houses shall be installed within 6" ofthe end ofeach chord segment. I i Page 91 of 570 A GQJIXAL NOIFS OFTHIS DRAWING PACK GESHAMBB CONSMERFD AS AN DUEGRAL'IB PARTOFIS COhIPoNINW TIMSEGN CUIN Mr. NOMTHATTRE Cameron Engineering PROFESIONAL HSGHHaNS SEAL MOICAMS ONLYTHATTHEMUSS ASSEMBLY SHOWN ONIMS SHFPrMF£IS THEMINRNM APPUCAB1E061GN CRr1ER1A FOR 170 Coe Cam THE WADS. LOADING CONDmONS. TRUSS MFMBFR CONFIGURATIONS. AND SPANS WTED ON THIS SHEm Ism. CO sti i Cameron Engineering Truss: G23 Phone: 303 800 6750 lobNwe: SURG �t KeyKeyTm System Brads�ron@yahoo.com BradsCartleron@ ahoo.com Daze: 09/26/10 13:43:36 KeyTnlss® Pa' Coe 6.018 Version: 1.183 Page: 1 Report: Engng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 11-5-5 3539/12 1 3-6-9 0-5-0 1 24 in 147.8 HE �._ 20�, 112 1___-- _— 67-14 __ _2.7.15- R:Lg 2-0-6 3-1-B &9-6 0-R-13 11-65 4-0.5 5 12 1 ° -a6 1 1-1-2 5-9-14 2.7-15 0-5-02-0-6 3-1.8 E-9-6 11-&5 CirtluiNcllefnNrermn in wed.. Sgouo inLra¢iulvermnin clink.'Fanws"iMulu Ik ImAsrNiIOSOS(AIS°fuleren mpMuueadd'Jc rreMv. FrcM1 wlmirv4mIt51M vher�fmums nrt Wlaemvavimp�ue cJINq[mN� Onni� vpas u rtg6ro1 Refcrro GertrW Nao fa fmMcl:uifcuim Allvxatle eleula fssiemis cilaJnvdpelk 1996Af515paifonm f CtldFmrei Slxl Oaigr Mvivvinfulereremcirg el WIT min Wadafu.,at,-mpn w WIT H. fvcssM1 sha d nl 1anannini CSI Deflection L (10c) AOowed W: (Rolle) Mont. LIM 1141 LIM BC: Q?" ILO.@in 1,/9A p4) L/W Weh O&60-9) Cna IOHTL0.bin 2L/M 11 2Ll'A w CmiwnlyBaon,[ Cm IOHILOIBin A.1747 11 3.190 BC Pulin SPrn¢=I4 in Hm'R 0.14 in 11 Reactions Summary IT LC BC Dyn.id R.im IT BC K. Rein MUG—U ifl Min MWIRSU ifl Maa C&CU i0 M U it 9 Pin(WL) I 1 2in 1.3151d 9 1 ZM11,i -I.IIOId -ZM31d -28131d 1l HRd) (WL) 1 1 35in 31311N 13 1 9151d -6651d -7411N -7411N 9 on(WL) 2 1 Sin 27B31N 13 HRan MQ 2 1 3.5in SGId 9 Pin(WL) 3 1 tin 7911d 9 Pin(WL) 3 1 tin R61NH 13 HRA] MQ 3 1 35in MIN 9 Pin OWL) 4 1 tin 2®Id 9 Pin(WL) 4 1 tin INlhH 13 HRai (WL) 4 1 35in 51611N Page 92 of 570 ALL OFNFRAL NOI£S OF WE DRAWING PACKAGE SHALL BE CONSBIFRM AS AN VOFGRAL PART OFWIS COMPONEM DESIGN WCUMENT. NM THAT THE C3newn Engineering PROFESSIONAL PNGIIHIRS SEAL MOICAMS ONLY WATWE'IRUSS ASSEMBLY SHOWN ON IRIS SHEETIASIIE INENUNNUM APPUCAB1EDESION CR]MUAFOR Imc.c. IHEIAADS. LOADING COKI)MONS. MUSS NffMBER CONFIGURATIONS. AND SPANS LIMiD ONIHLS Si Lapmn. CO asts Cameron Engineering Truss: G23 - t Phone: 303 800 6750 lobNBrre: StmG r w �` KeyBuild®System Bradscmneron@yahoo.com Date: 09/26/10 13:43:36 KeyTmss® System Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY 014L OHR PLYS SPACING WGT/PLY 11-5-5 3539/12 1 36-9 0-5-0 1 24 in 147.81bs 9 N.(WW a 1 tin I.WftH 13 HRdl(WQ a I 35in -T114 Loads Summary Load Case LTI: Sad Live Load Distributed leads Mc� I ..I "Lim2 Di—li. Sp Sunl Etlatl Tnb Widb TP Cw Dnm PM W,f 20'r Nin Ba Cm Nun Rq ofef Dy:r min Point lords Merrh E im Di-6. 1-1 Tnb Widh TW 3 9 Dam "Ife BO X14 Nm EO)Ik Btl B96 Nm ®IE Load Case DI: Sad Dead Load D—bated lord, Menlo IavimI I sim2 Dlmim SIGN SunLM Gtll[o1 Tib Widb TT Cm Wan A IOpf 10pf Ni. BO Cm Dam RVYe IDEf 10pf 311n Point Inds Page 94 of 570 AIL GENERAL NOTES OETH6 DRAWING PACKAGE Sll I BE CONSIDERED AS AN 01MORAL PART OF THIS CONIMNENr DESIGN DOCUR .. NOTETtIAT THE I Cameron Engineering II PROMSIONAL ENGINEERS SE INDICATES ONLY 2HATTIETROSS ASSEMBLY SHOWN ON THtS SHEE17 IS THEM INIUM AITUCABIE DESIGN CRITERIA MR loac. c. nie LOADS, IDADNIG CONDMONS. MUSS NIEF®ER CONnGURATONS. AND SPANS US1ED ON THIS SI6£L L 4MBass Cameron Engineering Truss: G23 Phone: 303 800 6750 JobNarre: SORG ttr� . KeyBuild®System BradscMnemn@yahoo.cont Date: 09/26/10 13:43:36 KeyTmssO System Cee6.018 Version: 1.183 Page: 4 of4Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 11-5-5 3539/12 1 3-6-9 0-5-0 1 24in 147.9 Has Automated Load Case WI: M WFRS-Left(Up) Diaibumd loads ma Wnliml I tim2 Di.im srW Sanlma EW Tibwihh TM -369 OW NUp Rok am, am, ]Ain Top Dan it Ss NUp a5m Rde gf SSmpf Nin TV IIS5 11-IM NUB Ra M35'f 2135fcf Vim Pcim loads Wk I im Dim m Intl Tnb Widh Re FIR Up mlM1 U. 8o4 Up ]@Id Automated load Case W2: MWFRS-Right(uP) DLmlblred loads Moab t aiml I im2 ni.im 51red S. Ed lad Tnb Widh Try -169 en0 NUp RV X64'f AN Rf Nin Tnp BUD 11-55 NUp RNe 31.36Rf M36Rf Nin Tp IIS5 11-105 NUp Rdx NNaf NN Rf Nin Point lords M. 1—n. Dmdm Imtl vbwidh B. 11Y Up IURc Bu BA6 Up We1w Automated Load Case W3: MWFRS-(Max BE) Dammed Wads Mrn Imliml Isemim2 Dim -aim SpeN a.lmtl EN lnd Tdb Widh TM -369 000 NUp RW A.73Rf A.TIp'a Nin TT B00 IIS5 NUp Rate Urp:f 12171ef Nin TT IIS5 II-100 NUp Rax, 245Rr 245R.f Am Automated Load Case W4: C&C(3uction) Diml7wctl Wads Bd 000 1-114 NEE, Rde 7113p:f U13,f Nin 1) Standard Loads on Trusses Carried by this Girder. TCLive =20 psf; TCDead =10 psf; BCLive =O psf; BC Dead =10 Pat 2) This Mass has been designed in accordance with ASCE7-05,145 mph, Exposure CThe building is Gablc/Hip 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. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This Mass is an End Zone Truss. This Mass is not in a HumicanePmne Region. Load Combinations Member Forces Summary MIC i,dwa: mmbm. nNCsu lmanud fore. en ..r ffdnmm fin „n mW fr�l WN IIm nse WN (DWI 3 (Lan .I.xn lb IFS 2110 40114 I ticm c-SC9 Additional Notes: Iftmsses are attached to the sideofthe bottom chord of this girderwith reactions gmaterthan 40016s then they shall be attached in such a way as to preclude twisting of the bottom chord. Theend ofevery chord segment shall bebruM laterally perpendicular to the planeof the mass. Lateral bmres shall be installed within 6 of theend ofeach chord segment. Page 95 of 570 IIPROFTSSSIONALNOTIRS OF ENGDMERSISEV. UNDCATE50NLY MoVt ME MUSS ASSEMBLYSHOWN ON THE SEEM SOME MEMENNUM nPP"�XD.ESIIGGNC]RMEULk MR l T ME C� 1753Ceran Engineering.II THE DOME. IDADWG COMMONS.' MUSS MEMBER CONFTGURATONS. AND SPANS LE ED ON THIS S=.. 1]AC Fe Cameron Engineering Truss: G24 Phone: 303 800 6750 IobName: SORG KeyBuild®System Bradscameran@yahoo.cam Date: 09/26/10 13:43:37 KeyTSuss® System Cee 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 11-5-5 -3539/12 1 0-5.0 3.6-9 1 24in 147.8lbs R-51---- —---�--- —�-i 4-1-5 2-]15 8-3-13 93-15—� 1153 0-8-13 11 � 2 oo-0 ooD O-S-a 2-7-15 S 1n-z z-o-s 13 B3-13 2-7-15 1LS5 Cirtic i�dcue faawmm� inmin. Spmc iNae Lalvcmn indvA. 'Faslwi iNCYc Vennhfd4105OS (A150 Drlema rtgnvla vamldNe nmiv. Ed�Nda ii imc Ile vdcdfisicvs rtgimi wive mNmim qve mcalelua mJia aau7�s agme iz mpml R<faloGovalWVGofuBvdanfiotim MIwY1<alcvlvfmlavis ala4mNtv1h 1916A615pd6atim faCtlManvlSal D¢ig. Atilvinfmrvvspcirgv A'16'mn Aiiltan4numcds mmpnv 416'Idn Gr4aAzlmd eIN memet CSI Deflection Il 000 Allowed 'IC: OBA(a5) TL 0,04 in L1M ail LIM BC: OE60.8) I Q`e in LlM a3) L/W W& B&bli7) Co4I OH TL (IN in M/M 12 M/W We i— BdmJ Can/OHI 018 in M/W 12 MM BC Pulin SryaiAS=48 in Hoe TL QW. 12 Reactions Summary U It Rd[ ML) 1 1 15 in 313Ild 13 I 7 Pin(WL) 2 1 tin 2Ydlld U IFRdi MW 2 1 15in N511d 7 Pin(WL) 3 I tin 1N na 7 PIa(WL) 3 1 21n Iffi Ida 13 HRdi(WL) 3 I 15 in 3ID b 7 Pin(WW 4 1 2in 21013Id 7 Pin(WU 4 1 2in -IN IdH 13 HRdi 1WL) 4 1 15 in 51611 Ila -7411d Page 96 of 570 II A GFNERALN07£SOPT DRAWWGPACK GESIWLBECONSNFAEDASANINIF MPARTOFTHISCOMPONFNTDMIGN000Uh .NOIETHATTIIE I (;n111C1Un Engineering AL PRDMSIGNFNGWF}ItS SC WDICAT60NL'METR YATTHUSS ASSEMBLY SHOWN ON7HIS FffPIS t1 SHUET1EM MUM AFPI3CABIE DESIGN CRITERIA FOR 1753 Cure Cm1 THE TAADS. WADWG CONDHIONS. TRUSS MENBFR CONFIGURATIONS, AND SPANS LISTED ON 77115 SAFER Ivplva. CO BZN A-WAMN KeyBuild®System KeyTmssO Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscameron@yahoo.com Truss: lobNalle: Daze: System Page: Report: G24 SURG 09/26/10 I3:43:37 Cee6D18 3 of4 Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 11-5-5 -3539/12 1 0-5-0 3-6-9 I 24 in 147.8lbs m1 7 Pin(WL1 8 I tin d.M77 lzH HRtl U gWQ S 1 15 in -74% Loads Summary Load Case Lrl: Std Live Load D-iksned Lords wnm I nasal Imlimz oinx,im Sp,w sun lad End Wtl T b W ieh TT CM W.m Pm3 70acf mpsf Nor Bn Cm Dawn P J Bmf Bpf bin "Loads Ba Pnm ®Ib: Top 11-14 16-11-1 Dom ]BIEx Load Case DI: Sid Dead Load Dialbued loads Mmb luaiml I m2 Dimfim Such Sun Lad Etl lad TnbWiah Ttq Cm IO Rf TOO Nil Re Cm D—n Ro lopr lop:r bin Point Loads wni Lsuim Dinmim Lod Wbwiah B. &}13 pm'n .1. an 3-7.15 Dorm 4WlW Page 98 of 570 I� G� HUMS OF ME DRAWING PACKAGE Sl� BE CONSDERIED I PROFESSIONALEM[NE➢t55PAL INDCK16ONLY ' T THE MUSS ASSEMBLY SHOWN NONTIES SHEEFhffEIS THE hIDIDWUM APP�G�t�FSIGN CRfIRIA MR 1�mc—C.tlMAT THE Cannenan ng II THE IDADS. WADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LSTED ON THIS SHEET. CO Cameron Engineering Truss: G24 `d Phone: 303 800 6750 JobName: SURG urzRlveern KeyBuild®System BTadscameron@yalIOO.COIII Date: 09/26/10 13:43:37 System Cee6.018 Ke}?ressO Page: 4of4 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 11-5-5-3539/12 1 0." 3-6-9 1 24 in 147.8 lbs Automated Load Case WI: MWFRS-Left(Up) _ Distributed lads Menhf Inaliml 1—sim2 Dim ire S,n Sam lmd In] Tnb Widh IT AW UOU NUp Rake amp:f N641ef Nin Tep WO 11-55 NUp RNe NMpf X36,a Nin Tip 1W 1111-14 NUp Rnke N.611ef N611ef Nis Poilnlmds Men r 1 m 1)1-11m Iml TTWidh Bd 83U Up Mlk B.17A5 Up m1h Automated Load Case W2: MWFRS-Righl(Up) Disobned Imde 1 M,m t 41 1®1m2 Di.im swe Sloe 1m4 Cut Tnb Wi4N Ty 4" 000 NUp Rate 2S3SIsf 2USIef Nin Tap 000 U-55 NUp Rao 3Srap,f am par Nin Tap U-SS WI-14 NUp Raa am µf am yf slin PehltL.& Meter Imuim Dianim rmd Tnbwah Ba Sa.13 Up Ba 17-15 Up A214 Automated Load Case W3: MWFRS-(Max Dn) DLetfibuted Wads We I ..1 1—u.2 Di iim Sped S.Orllmd Tnb Widh Try 450 OOo NUp RO 245p,f 245pf Nin Tip 000 IIS5 NUp Rao 12Opf I217pf ]Ain TT II -SS 1A11 14 NUp Roo 3).]31sf H.Tfpf Nin Automated Load Case W4: C&C(Suction) DLvrbutedlaads Merthm Lrmiml 1mm2. Di=c6m sew slut t.m Ha1me TnbWiah Tap 450 00o NUp Rnke IEEW1ef I64P11sf Nin Try 000 W NUp Rake IM41 par U941 pf Nin Tap 8,5.I II -SS NUp Reke 12341 p,f Q941 p:f Ni. TT U-SS 1111-14 NUp Rv IBWIcf 163Wp:f Nin B. 4515 IIS5 NUp Re 73Upf U13f¢f 24 in 1) Standard Loads on Trusses Carved by this Girder. TCLive=20 psf; TCDead =10 psf; BCLive=0 psf; BC Dead =10 psf 2)This MUSS has been designed in accordance with ASCE7-05,145 mph, Exposure C. Thebuilding is Gable/Hip with Building Category N (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 It x 102 ft, Enclosure Class: Enclosed,CCZODe 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 Tress. This tress is not in a Hurricane Prone Region. Load Combination F Im'1Cmtln Fmlm I DI m D1.w3 3 DI ♦ W3 LmU 3 (tea„, ,'D7twJ-'tanUt 1010—"-1 s m,a7sw3 1.m0 7 aDI_W1� a6D1+W2 I.m =e=Rfi D1+Wd'-" TWO--"'—`l Member Forces Summary TalieiN[IDx: M4Mrr m,np, cst lm.naim fan. Ina mT. rea Haircut. eanmu atial real mm 11-1 non -1o114 ba 019 5 (4-ts1 A5 uses-2o1511p : 1-2 (Ho -1011R M a4A-1,8I11h; slz a- 2U 1h. N1k) BCM 6] a3)1 mk 89 oN9 .1,4591b too 0.161 u1b: art. 7.7 -1.6M1M 0Dt fret We4 IiU QIW DS Id U91M) }9 aSU L81311e (-1,3531m1 67 0.JIN flA lh 1-SUJIkI Mk b10 a413 I.-= ((J.11d)38 a25] IUR (-1,%BIh:15] a&d 2]1zl% (-20L1k) b9 QIm 861 lb: 48 0612 1.4111b (-h�llh:) 56 0.4@ S411,s GUSSET PLAM Additional Notes: If trusses are attached to the sideofthebottom chord of this girder with reactions greater than 400lbs then they shall be attached in such away as to precludetwisting of the bottomchord. The end ofevery chord segment shall bebraced laterally peryendicularto the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 99 of 570 A GFNQIAL Muss OFTHIS DRAWING PACKAGESH BECONSIDERED AS AN INMURAL PARTOPT IS COMPONENT DESIGN WCUMEM'. NOTIRE Cameron Engineering PROMSIONAL FNONNEERS SPAL INDIC MONLY TNAT ME MUSS ASSEMBLY SHOWN ON nass Er MFE15TNEMINNUM APPUCABLEDE51GNCRIIPA"FOR 1753c—Con Bi LOADS. WADKO COMMONS. MUSS MEMBER CONFIGURATIONS, AND SPANS M711) ON IWs S1ffEf. Imenvp. CO sent Cameron Engineering Truss: G25 a� Phone: 303 800 6750 1obNa w: S11RG _4YF KeyBuild"stenn Bradscameron@yahoo.com Date: 09/26/10 13:43:38 KeyTmss® System Cm 6.018 Page: 1 of4 Version: 1.183 Report: Bng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.005/12 1 2-6-2 2fi-2 1 37 in 250.8 lbs 2-6-2 ~-_--� 1-6-6 3-5-11 _ -{`1-6—fig---5-0-1 3-511 3-9-10 3-9-10 --16-1.0 �~ 3-5-11 3-6-11 _ 1.64 2-6-2 246-038 —� 0-8-13 8-5-12 12-3-61&&11 4-34 4-3-4 23A-6 0-8.13 4 5 6 5 10s� 3 7 512 12 5 2 8 1 1] 1 1 9 19 4144 20 17 16 15 13 12 11 18 10 oo-0 0-0-0 1-6-6 3-5-11 3-5-11 3-930 3.9-10 3-5-11 3-5-11 1-67 1.6.6 5-Od Bd-12 12-3-6 i6-1-0 136-11 23-0-6 24.6-13 CimlexiNneu favinerpw in weh:. SgoB irt5ale futerermnineloA. 'Faale2rs irJiales Jemmhr6k10505 (AlSp fnaam mPureAm ve etldlh �reMer. FxA vdm iM1EaLd lh lutlirdfuums rt@v¢6 W1[recavrnimddes Idlo untbs @ewi, a l4neisnxtmai ReErlo Owiin NtlttfafaiN dnirdnsM Allvvnde shu la fale�vis ralalNNlerih 19M A6151eciaenimfo CddFmrzH Stal DcsigL Mainnin Lulertrspiein&a 4'16'ruin MnimtinfuarteQs�mynn9'16"lan (m tah[FG? [uel am d CSI Deflection U (loc) Allowed M 0.95JI89) T 0,16in LIM WB LISP) BC: 0621(wtB U,00sin LIM (45) LI3D W& Q819ain Cw/011 E.al nUP 2LIM 19 MIT WCmimuely BnreL Can/OHI1:Oin UP 2L/aP 10 9.I90 m PAinSwi,=40 in Hoz'IL 0.1 in dl Reactions Summary JT LC Be B Wi6 Reunim JT Be MU R. Nka GavU is Mau Mvvmsu ill Mw C&CU ill M;uV ift Mass Huiz I] Pin(WL) I I tin 1,55]I, n 1 3.IWI6 -zwta. Awla 43WItr. Tina II HRWOVQ I I tin Lw1 11 1 3,188I: -26051b AMjt1 33111E 17 Pin(WU 2 1 tin 11641b 11 HRon (WLI 2 1 tin 31rs1h I] Pa(WL) 3 1 tin LmlI II HRdI(WL) 3 1 tin I'm Id 17 Pin(WL) 4 1 tin 2551 R, II HRon (W1.) 4 1 tin zM16 I] Pin ML) 5 1 2in LMl lh II HRat ML) 5 1 2in L.W 11s n Pin(WL) 6 1 2in -2515Ib 17 Pin(WL) 6 1 2in -DIMH - 11 HRtlI(Wq 6 1 2in am6ib I] Pin(WL) 7 1 2in -zPS 11a 17 Pin PHU ] 1 2in DISH II HRd] ( Li ] 1 2in -2939Ibs Page 100 of 570 ALL GENERAL NOT60F'M6 DRAWING PACKAGE SHALL BE CONSVERED AS M INTEGRAL PMT OF'IWS COM NEDESIGN DOLUMEn'. NOIE MATTIE (ancron Engineering PROFESSIONALFNGETEERS SE BB)CAM ONLY THATMEMUSS ASSEMBLY SHOWN ON THE SHOETNEETS1HEMINPNM APPTICABIEDESIGN CRDF]IIA FOR 1151(4.e Can THE TOADS. LOADING CONDMONS. MUSS NUMBER CONFIGURATIONS. AND SPANS LBRIED ONIMS SHEEIF Lu®in4. CO RiE Cameron Engineering Truss: G25 "' Phone: 303 800 6750 3obNanne: SURD ob Systsuc KeyKcyrm System Bradscaaxron@ ahoo.00m Y Daze: 09/26/10 13:43:38 Ke}T2uss® System Cm 6.OI8 Version: 1.183 Page: 2of4 Repon: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.005/12 1 2-6-2 2-6-2 1 37 in 250.8lbs II HRd) MU 8 1 tin Ain Oa Loads Summary Load Case Lrl: Std Live Load Dimidmdr Morin I iml I dim2 mnrt!. Spin Sun Lnd B Wd TnEWidh TT Cm W.m Pq m'r IDpf Min B. Cm Dwm po O,r O,f Ain Poim mds hWb I ian D inn Imtl WbWiax Ed RS12 r]n n 401� Bd Wo Omn 40R, ' Bd 1654 Donn IDi� Bd Ia114 N.rn IlBII[ Page 101 of 570 IIALL GENERAL NOIBS OF THE DRAWNG PACKAGE SHALL BECONSWERED AS AN IMEGRALPARTOPTHE CGWON DESIGN DCCUM .. NMEMAT THE I Camemn Engineering II PROFESSIONAL ENGP'F}RS SPAL NDICAM ONLY THATTHETRUSSASSEMELYSHOWNONTHESH FffE WEF9NPn MPIICABIEDESIGNCRrIF MR r/UC—C. THELOADS.IAADWGCONDnIONS.IRUSSM1ff MCONF MAnONS.ANDSPANSL MONI SH .. Ua .CON Cameron Engineering Truss: G25 Phone: 303 800 6750 ]obNalre: SURG Keyeyrnu m Syste Bradscanicron@yahoo.com Daze: 09/26/10 13:43:39 K e}?russ® Systelra Cee 6.018 Version: 1.183 Page.: 3 of4 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.005112 1 2fi-2 26-2 1 37in 250.8lbs Load Case DI: Sad Dead Load Diwibamd leads Mnnl ImalimI IA'IDim3 Di.im Slrt S. LaW PN IrtW U1,Wi&h Tap C. Wm RYe IOµf IOpf Y3 n R. Cm L ,n Re4e I00 10 p:f .Ain PointLoads Aut anted Load Case W I: MWFRS-Left(UP) Dimbuted Leads an Min Up ].an an Ra 1as14 Up ns ltn Ba I41M up Tnld Automated Load Case W2: MWFRS-Right(UP) Dimlbwed Loads Point Loads Automated Load Case W3: MWFRS-(Man Dn) Dismbutcd Lands Automated Load Case W4: C&C(Suction) Dimtbeedloads Tap 16.1.0 2 13 NUp Rnkn ID.75p:f IIZ75pd Pin Tap 24413 P.. NUp Rnt W75,1' W75p:f Pin Ba On0 156 NUp Rat¢ (14]pf (14]pf Pin Ra ]Slb 14413 NUp Ra M47 pJ (Q47pf Pin 1) Standard Loads on Trusses Canied by this Girder. TCLive=20 psf: TC Dead=10 psf; BCLive=O psf, BCDead=10 psf 2)This truss has been designed in aceoldi ncewith ASCE7-05,145 mph, ExposumCThebuilding is Gable/Hip with Building Category IV a 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure aus: Enclosed, CCZone Width 930 ft.The left end vettical has not been exposed to wind.The right end vertical has not been exposed to wind. This anus is an End ZoneTmss.This truss is not in a Hunicane None Region. Load Combinations MRmhrr Fnrc- Cnmmarp TaaeiNieuo: M. m. �.esL nn. n.im fo¢Ima..�m.r Hmrteea 6a,n�.adw rnal WW 191 -3 23 am am am WIM -I.IMIN -1miln, lolls) 34 as 5A am Qlm own 4.4PIbs -0.6131b, A.6131M 67 7A BA 0.5O 0.]M 0.STI ion lM -16R Z -L IA IE: AID am 971d pin,) BCM Nall Q141 Oltr. Ibq Q518 3.3H I6. (Q]461�) 1415 Q625 4,OA Ira p3.4161in) 16D QW 1.9EIM (All lkl II-n Q550 2(N ltr. (3R1h:) 1314 Q621 41141h (33311hc1 1516 0.5D 1461h SMlltr.) 17-19 RIC 01Fa WeM I-18 Q191 �P61Fe 115 Q6]3 uQM �I.I]Blln 613 QDI 7191Fe (bR ld) YII Q819 4= (4561k.) 1-n QBI6 24511� (-0U 14) 415 Q391 18114 (81114) ]-13 Qf83 �1,14511n 910 Q19i -)Slb bl7 Q'AI zWkn 414 Q613 iOIDltc '7-12 Q7R IMN (.I'M] b16 Q616 1m214 (-26161M) S14 am HAlba ISDIM) &I3 11"M IMN (-26511�) 116 Q143 1M N (-L316R) 614 -9561hc &II am 10SIh Page 102 of 570 IISYOPUNRTP'a Oncrun Engineering SNDCAMONVNTMMUSSMSMLSHOWONRSffPTWAPCRMDDOICCRV1753cc. I CORND II THE tDADS.IAADWG CONOmONS. TRU55IYn3AHFA C'ONFlGURAnONS. AND SPANS I55IID ON TH6 SHFPf. Cameron Engineering Truss: G25 Phone: 303 800 6750 JobName: SURG Fn�.R — KeyBuild®System Bmdscameron@yahoo.com Daze: 09/26/10 13:43:39 Key/rmss® System Cee6.018 Version: 1.183 Pagr. 4 of Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.005112 1 26-2 2-6-2 1 37 in 250E lbs GUSSEfPLATES Additional Nate: Iftmsses are attached to the side ofthebottom chord of this girderwith rations greaterthan 400lbs than they shall be attached in such a way as to precludetwisting of the bottom chord. Theend of wery chord segment shall be braced laterally perpendicularlo the planeofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 103 of 570 A GFNFAAr.NOHES OFTIRS DRAWING PACKAGE Sr BECONSMERMAS AN m RALPARTOFTMS COMPONFM OFSIGNOOCU .. NOIETHAT'IHE En Cameron Engineering PROFESSIONALEVOINFFRS SIMINDICAM ONLY MUTTHETRUSS MSEMRLY SHOWN ON THIS S=MF£r` THEMNMUMAPPUCABUDESIGNUMERIA FOR na. Con THEMADS. WADING CONDmONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS MTED ON TMS SH .. Lan COST Cameron Engineering Truss: G26 - a� Phone: 303 80D 6750 lobNallc: SURG KeySystem Bradscameron@ ahoo.com }'e}Tluss® D= 09/26/10 13:43:40 Kcyrw Syslellc G.x 6.018 Version: IA 83 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8 3536/12 1 3-6-9 0-5-0 1 21 in 1415lbs 3_69 __ __—i 1-11-6 2.9.15 4-0-1 1-02 10_� 1-11-6 4-9-5 0.8.13 8-96 9-9-8 3-7-7 5 12 ouo ooD 1-11-6 5 44-1 1-0-2 a'S-0 1-11E 4-9-0.9-5 &94i 49b C6da iNple falvnmtc inxtE. Sgasin6^�-L¢lacmdindv�. •Falvni mime Ne nnhrd/IBSDS IA60 fa1em rtgnMaveaBrlHeorvla. ExNwlm i�eoa lh �u�bna(Lnlvm n4am4 Wlvemamimliva xcallvlw mlHs dewiry olYveumpml RelaloCsmN Nne (a NRmdwi6euim Albv[tleshalpc falvco eJdvNlc Ye 196ALSI SImf imly Cd6FmmlSal �igi Mai�uinfanmspri�gv 9'I6•Idn M4nan Ess¢me4y-nmgnal416'/an (a eL�[FmA ai¢I mvclM CSI Deflection L/ (10c) Allowed Tc: aA6H-n lL nlin lR UW (NR LIM BC: am] O-S, LLam in UP L/993 fFel LIM WdN n6A(M CM/OHTLn181n L.I" II M/SO w cmiw 1YEinxW Gen/0H11nlSIn 2L/91B II 2LIm BC Pulin SWi,.48 in Hne TL n14 in II Reactions Summary IJ HRtlI ML) 1 1 35in -Nllh 9 Pin(WU 2 1 tin 319Ib 13 HRai (WU 2 1 15in -2NId 9 Pin(WU 3 1 tin 43)I6: 9 MMU 3 1 tin I54RsH 13 HRdiM 3 I 35in -3181b 9 Pin(WU 4 1 tin -161Fe 9 Pin(WU 4 1 tin 1161kH 13 HRd] (WL) 4 1 35in -6111G. 13 1 man, -T S bn au an 4i0l1 Page 104 of 570 IIALL GE14MAL NOTES OF TH6 DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONFM DESIGN DCCUMFM. N=MIkT THE I I;RariUn Engineming II PROFESSIONAL FNGN`FFRS SISAL PDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SH07 AffE1S THE NNV4U1A APPUCABIE DESIGN CRHEIHA FOR lw3 Cam THE LOADS. WADING CONDMONS. MOSS FffMBFR CONFIGURATLONS. AND SPANS LLSTEO ON MIS SH S. Inp7tva. CO Ram �0 A. Cameron Engineering Truss: G26 �,(�5E Phone: 303 800 6750 lobName: SURG ,�.R � KeyBuild®System Btwiscatnel'on@yahoo.Com Date: 09/26/10 13:43:40 KeyTmssO System Cee 6.018 Version: 1.183 Page: 2 of Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8 3536112 1 3-6-9 0-5-0 1 24 in 1415lbs m() 5 1 2m i I i 9 Pin ML) 5 1 2in 11616:1l 13 HEll MW 5 1 3.Sin 32516: 9 Pin PSL) 6 1 2in 19111n 9 Pin ML) 6 1 2in 3N IMH 13 HRdl PYL) 6 1 35 in wt% 9 Ph ) 7 1 2m 594N 9 Pin ML) 7 1 2in 7561h.H 13 HRd] MW 7 1 35in INN Page 105 of 570 A GFNEII LNO OFIHIS DRAWLYG PACKAGE SHALL BECONSWE1mAS AN IMF(IRALPARTOFTHLS MNIPONFNT DESIGN DOCU�BNNLNOIETHATTHE C... Engineering PROFESSK)NALENGINEER55F MIICAMONLY7 TTHESRUSSASSF LYSHOWNONIH SH MFilS7HEMWIMIIMAPPLICADIEDFSIGN CR�IFRIA FOR 1753Ca CM THEWADS. WADWG CONDHIONS. MUSS h ER CONFIGURATIONS.ANDSPANS11SIEDONVISSHE£r. Ln .CO m4i` ` Cameron Engineering Truss: G26 B Phone: 303 800 6750 JobNanc: SURG dWw� KeyBuild®System Btadscameron@yahoo.com Date: 09/26/10 13:43:40 KeyTmss® Syst= Cw 6.018 Version: 1.183 Page 3of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8 3536/12 1 3-6-9 0-5-0 1 24 in 1415lbs v n1 I 8 2j. -an 9 Pin ML) 8 1 tin 1.19INH IJ HRNROVO 8 1 15 in &BIN Member Material CSI Bracing Max P UICAPI62�19Ai) o.WS SM.LId 3,W IN =11-Ix 9a CiiI.131P ®OCAP16251 WY alai Blnp 35Hljd� Wm 1.10 36 UBMI,n) awl udnnnl ilalk f9 WK6AN(fl6i) 36'S1 08AUr� -3m91h�� wm L9 ®CAPi6b5i t91oi) Ulm llb ZMIN WeQ 28 �l kii1 46U��Ui4uei -14'�"-- Wd38 t00CM0CA1,55(9 1625f0 n4A uitrml -1mi19114 W61T 363�@-51(97.ti�1 aid d."IN . w.iai rmcAr1a25aavan Ud nTn u�1 -1.981� WbM 3fiSKMNI) a21I'�'-'—U�h.Rd eISN� wntiw M2516:233BrBb9 aae uwm Loads Suumlary - Load Case Lrl: Std Live Load Distribucd Loads wnu l iml I.mum2 Direnim spw Si. 1.m EA 1ma Tnawiah TT Cm Ovnn Rd 29p1 List Min B. Cm Dom PNy' Opt Olsr Min Point L ds whim lnminn ,_. TnbWiah Bu 14" Omm MIN Ba a45 UP I.9DIN Bu 896 Dvm Tap J69 D n =N M N Page 106 of 570 ALL GENERAL NOIE4 OF MRS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INEGRAL PART OF MIS COIMONF DESIGN DOCUMENT.. NOm TNATOHE Canamn Engineering PROFESSIONAL FNGI'FFRS SPALINDICAT60NLY MAT'IH MUSS ASSEMBLY SHOWN ONTHIS SHFEr?d EIS IHEMWIMUM APPUCAB1EDESIGN CRrIFAIA FOR 053Co2CM THELOADS. LOADING COMMONS. MUSS 1,1EI.®ER CONFIGURATIONS, AND SPANS LLSIFD ON THIS Si L� CO BUll Cameron Engineering Truss: G26 Phone: 303 800 6750 3obName: SURD .�" KeyBuild®System Bradscm=n@yahoo.com Daze: 09/26/10 13:43:40 KeyTmssO System Coe 6.018 Version: 1.183 Page: 4of4 Report Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8 3536112 1 3-6-9 0-M 1 24 in 141516s Load Case Dl: Sid Dead Load Rah Pohnleads Bd 0.95 UP 1,9111k B. 696 0.nm Mte TW J49 OPnm 290 Automated Load Case WI: MWFRS-Left(Up) Denibuted Loads bin Ty Bne R98 NUp Rr' nII for 3511 P.f 34 in TT RRa Iola NUP Rah E.A for 25.39pi bin Poin Load, MmBx Imtim Dixim LvW Tnb Wide Btl 411L Up e0ft Btl AR5 Doo, 1633Ilx Btl S-M Up 49lbs Automated Load Case W2: MWFRS-Right(Up) Distributed leads Mme. L¢vml Iasiml Di=emm SPaa Smnlma DU I®e Ubwimn TT -369 auto NUP RNz Rot I Aw pf Ni. Tip not R98 NUP R. Nm,r Au pf min TV 9R8 Iola NUP Rake N.6IPf N.63 Pr ]Ain Point Loads Mein Isaim Dionim Ime Tabwiab Bp 1-114 UP 4 Ik Bu AR5 n.. on 1631n: Bu 096 Up 4a916 Automated Load Case W3: MWFRS-(Max Do) Dimibeed leads Menke 1-1iml Lrmiml Dir im Spent Sml lml DA Lm6 Tib WiAb TV 369 not NUp Rake A.M for 3976 P:f Nin Tap ntn 9`98 NUp Rake Rl9p:f I119pf bin TT 948 Iota NUp Rake Z47 of 1471ef 24 in Automated Load Case W4: C&C(Suction) De beted Leads R. 000 -H-6 N Up Rile ] 71 p.f A71 pa Nin 1) Standard loads on Trusses Carved by this Girder: TC Live =20 psf: TC Dead =10 psf; BC Live =0 psf; BC Dead =10 psf 2) This Huss 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 Dirrensions 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 Huss is an End Zone Tmss. This truss is not in a Hurricane Rene Region. Load Combinations Member Forces Sununary Taue W.o: We O. —CSL .aum n a. ate. .. r ifilae. fi n. uW foal WW o8s)-10011, 'in 1fR1N GUSSET PLATES Additional Notes: If trusses are attached to the side of the bottom chord of this girder with reactions greater than 400lbs then they shall be attached in such a way as to preclude twisting ofthe bottom chord. The end ofevery chord segment shall be braced laterally peryendicularto the planeofthe truss. Lateral braces shall be installed within 6"ofthe end ofeach drd n5.07 of 570 II AILGFNFRALNOIFSOFTH DS AWWGPACKGESHA BECONSOERFDASANWI£CRALPARTOF'IHISCOWONFNTD6IGNDOCUM .NOIETHAT111E I m Caeron Engineering PRII OFESSIONALENGDIERS SF INDICATES ONLY MATTHETRUSS ASSEMBLY SHOWN ON STI 141DEIS TMHEMUM APPIICAmEmn DESIGN CRIMRIA FOR imc.0 THE LOADS. LOADWG CONDITIONS. TRUSS MFMBFA CONFIGURATIONS. AND SPANS IJSTFDONTHIS SHEEE Iv� CO ame w Cameron Engineering Truss: G27 ` Phone: 303 800 6750 ]obNalle: SURG n ��t ent KeyKeyT. System Bradscarneron@ ahoo.com y Daze: 09/26/10 13:43:41 KeyTmss® System COB 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8-3536/12 1 0-5-0 3-6-9 1 24 in 141.6lbs -5-R— 1-0-2 F___--__ 4 l____-_. _ __{_-- _— 2 915 _ _ 1 11 6 - — -&9-8 1-0-2 3-7-7 5-0-3 7-lOQ 0-5-13 11 2 0 0-0-0i-0-2 P--0 1-0-2 , 4-0-1 �. 2-945 L11-6 5-0-3 ]-10-2chn 9-&5 Cimlu is insvcb:. 5gomv intiuvc faslaerwNin tloS. "Fa4erers•iMc'Jee lh vrhrdllOS0.51A611 fulerem �ali�uaeeNdrh �reMn. EssM1wlieiMclleslh Mltrrdfazlerea � wlvemnnyim pua mcillNm mllis Nwersni,m pore is mpre6 BeferloCmeM NnesfvfwMtivilmim Allavntle slearlvfnsie¢rix dcWmMly Ih 19MA15151mlrslimfm Ctl6Fmml5tal C¢ip ANiimeinfssvrers�nn6u W16'�art Meimvnfazmrerer¢�gnu W16'�nn lv WSM1nd iuwl soil aVvrt4d CSI Deflection IJ (loc) Allowed m: o 9(6!) T all nUP LIM (69) LIM BC:, awl (SR Ll awin UP LIM (89) L/W Wek am(S'a C.1011MR28in 2LI467 12 mim 1CCmni—lyBrmi CmI(NI Ln15in 2L11@ 12 2LIw BCPwlinSrycim=Qin HIDT al4in 12 Reactions IT T- W Be BIDWia R.im 7 Pin MQ 1 I tin &INs 0 HRd) ML) I 1 15 in -0311a 7 Pin(WL) 2 1 tin m1bI n HBID ME) 2 1 3,5 in 40)1k 7 PinmL) 3 2m -0 IN 7 P1n ME) 3 I 2in -imiliH 13 HRon MQ 3 1 15in -39f@I 7 Pin(WL) 4 1 2in -D31b 7 Flnmu 4 1 2in -11614H 13 HM](WL) 4 1 35 in 4431m 13 1 3141W SAIk -70I1e A89Ih 41391bs Page 108 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN BYIEGRAL PART OF THIS COMPONENT DESIGN DOCUMFM. NOTE THAT111E Cameron Engineering ES PROFSIONAL ENCHNEER5 Seat- WDICATE50NLY THAT'HIETRUSS ASSEMBLY SHOWN ON THIS SR NTEER THE MINMBIM APPUC,UHE DESIGN CRHn FOR 1711Ca2CM 7,(DADS, LOADING CONDEHON5. MUSS MPMBER CONFIGURATIONS, AND SPANS L[SIPD ON THIS SHEEE Lin, CO Flown Cameron Engineering Truss: G27 A-W��Tn..Pn.,..� Phone: 303 800 6750 JobNane: SURG KeyBuild®System Bradscameron@yahoo.wrn One: 09/26/10 13:43:41 KeyTruss® System Coe 6.018 Version: 1.183 Page: 3 of4 Report: Eog Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8 -3536112 1 0-5-0 3-6-9 1 24 in 141.6lbs 7 Pin ML) 8 1 Sin 13 HRdl MW e 1 15m Loads 3ununary Load Case Lrl: Sod Live Load Disnlbuled hods -1.10IN H �]N Menb Imlml Irtalim't Dimtim saw $I-1 Eel 'IHx Wmb TT cm Dam Eq Ap:r IDRr Nin B. C. W.un qq apr Opr Niv Pa lmd Mmb E mmrm tma Taxwlex Ra 2 I4z LDIh en 503 UP L(0 en D Onxn N Tip 1/ 1 IMI Lbm� TOIN 201tr. Page 110 of 570 ALL GENERAL NOI£S OF MRS DRAWING PACKAGE SHALL BE CONSIDERED AS AN WITi'RAL PART OF TIES MWOmW DESIGN DOC .NWE PMTMIE I Cameron Engineering II PROFESSIONALFNGLY SSFALMrAIFSONLYTNATTNETRUSSMSE LYSHOWNONTH65NEPI'FRRISTNEMPINUMA UCMMDBIONCRrnR MR lmC Can TDEIDADS.WD NGCOxmr Dl %.TRUSSR4T MCONFIGURATIONS.ANDSPA LLSIEDONT S1 . Ivy vLcostwa .' ,, Cameron Engineering Truss: G27 vpnpu.cxuc Phone: 303 800 6750 3obNasle: SURG System KeyBuilTmssCD Bradscameron@yahoo.com Daze: 09/26/10 13:43:41 System Cee6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-9-8-3536/12 1 0-5.0 3-6-9 1 24 in 141.6 Has Load Case DI: Sid Dead Load Distributed Loads Mmta l iml 1—aim2 D—ion Suez S. Finl id Tn,WiN Tap Cm Dam Radx 10,f IBp:f Win B. Cm pmvn RU IOp:f 10''f 21in Pcim Loads Meru 1-W. Di —ion Lnd Tnb WidN Ba 182 Omvn 3DIh B. 5o3 Up Llm Ita B. 7-IM Dave bolo TT 1341 N.m 25la Automated Load Case WI: MWFIlS-Left(Up) OUO 99a N Up Rah 9ve B41 NUn Rase Point loads Me 4e 1—aim D—ion Wd 'nib Wiah Ba 142 Up 351 ft Ba 503 D.nrn 2BA Ik B. 'C103 Up SZIIbs Aummazed Load Case W2: M WFRS-Right(Up) Distributed Loads MC ImNiml 1mtim2 Diixtim so Sian trod FN Lud TnbWiah Tap &SO UUo NUp RWe - nN,r 23N p.f bt in Tap DUO 448 N Up Rah all psf 35.11 Pf Win Tap 948 [341 NUp Ralx 626IRf 62671ef Win Point Loads W 4e Irtvim D— Lud mbwiab B. 102 Up 351 ft Ba 1 5n3 Darn 2131 I6, Ba 7-102 Up 5211hr Automated Load Case W3: M WFIiS-(Max Dn) Div7bured Inds Dan 9vA 9A8 1341 Automated load Case W4: C&C(Suction) DimibMd Leach Rah Rah Win Win Tap BOO W NUp Rase lns,f 1338p'.f Win TT W v9a NUp Rake Mot Ins p:f Win TT %M I341 NUp RHe M%,f ixm,f Win B. 7HQ v" NUp Rile 7371 or 7S71 p:f Win 1) Standard Loads on Trusses Carried by this Ginter. TC Live =20 psf: TCDead =10 psf: BC Live=O psf; BC Dead =10 psf 2)This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. Thebuilding is Gablelflip with Building Category IV Q= 1.15), Mean Roof Height 37 ft, Overall Building Dintensions of93 ft x 102 ft,Enclosure Class: Enclosed,CCZone Width 930 ft. The left and vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End ZoneTmss. This truss is not in a Hurricane, Prune Region. Load Combinations Member Forces Summary TaNe insauses: Menm, D, n—CSL=e.n.ivft—,(no.mm,. fn« if&rt re. Ir-1 ants -10I6, 12-3 a329 -2nlh less aAl OLS 91911a (JWIM)I38 a6u -35WIN I57 a� O4II -22IDIh 48 a6W -26T1 56 am GUSSErPLAM Additional Notes: Iftrusses are attached to the side ofthe bottom chord ofthis girder with reactions greater than 400lbs than they shall be attached in such away as to preclude twisting of the bottom chord. Theend ofevery chord segment shall be braced laterally perpernicularto the plane of the truss: Lateral braces shall be installed within 6"ofthe and ofeachcffoTdsepmenlI I of 570 ALL GFNFRALNOIES OFIRIS DRAWNUPACK GESRAILBECONSDFREDASANIN RA PARTOFTN6 CC)MtRNTDESIGNDOCUMINI NOIETBATInE Cameron Engineering PROFESSDNALENGMEEnS SE MDICATES ONLY TIATTHEWUSS ASSEMBLY SNOWNONMES Sluim 71fli MMBAUMAPPDCABIRDESIGNCRIITRIAMR 170 Core Coro TBE LOADS, WaDMG COMMON& TRUSS MEMBER CONFIGURATDNS, AND SPANS IISIED ON THIS Sfn£E 1a£ gym. CO BSD Cameron Engineering Truss: G28 _Wmrvx Z Phone: 303 800 6750 3obName: SURG KeyBuild®System Bmdscameron@yahoo.com Daze: 09/26/10 13:43:42 KgTmss® System Cw6.018 Version: 1.183 Page: 1 U4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-I3 5.005/12 1 2fi-2 2fi-2 1 37 in 250.8lbs 2$2 1-63 &5-01 3-5-11 3-9-10 3-9-10 3.6-11 —_ �__—�__ _ — --1_ 3-5-11 1-6-7 2-6-2 --i- 1-fib 5-0-1 0.b-13 8-5-12 12-3-6 16.1.0 19-6-11 4.3.4 4.3-4 23A-B 24-fi-13 04-13 4 5 6 0.0.01 6.6 3.5-11 3-5-11 3340 3-9-10 3-5-11 3-5.11 1-64-0.0 1-6-6 5-0.1 6-5-12 12-&6 16-1-0 19-6-11 23-0-6 246-13 Cirtla infirWef lemcmninwe�. Sgmes iMimefulerermninAmk. •Fancmrt"IMmteslh w[<NdalMSt rtHhciEsshMvniJm�swlshfa�e'im�Qb.11crydifbm" lmereinn m.tifNirotini lfNinmes mmnigmnpYlu n is rtgwrtd RcfttbGgcfd Ntlo fn fmhra'I:vifwlim Alavtle slcv fnlaeris wmmla�isni i iNlM1iuslS xmifsiwmliw niMOiQuelmesr aml MLWa@lmerer p NmyerAw'16e"rt �rvWn Bmsklke<l d ,.IaamniuiI CSI Deflection L (10c) Allowed 'IL': Q957(59) MaRin L/99R 0-5) LIMI Be: ERB(115) IL am in Liss) 0-5) LIM Wet, Q019N) CaN/OHTLQIin UP M/9R 19 Miss TCCmiwrly Bnx,,cl Cm/OHtL,0in TIP M1999 10 7L/50 BCPulin Sp i,=4Sin H—TLQIin A Reactions Summary IF w BC em Wia R.I. IT BC hW Rwn MU Gin, u in M;u MWFRSu in Maa CBLu 19 rNxt in M. Hm: 1I On(WU 1 1 tin L5 IN 17 1 3.IW IN -158111e AWIN A. IN UIN 11 HRtll(WU 1 1 tin I.w IN 11 I 11MIN -106IN 43m IN 4.Nl IN IT Pin(WU 2 1 tin 1164IN 11 HRon (Wq 2 1 tin 3,NSIN IT Pin(WU 3 1 tin I' MIN 11 HFin (WU 3 1 tin I.28SIN 17 Pin ML) 4 1 2in 1551 IN 11 HRdl ML) 4 1 2in 15TLIN 17 Pin(WU 5 1 2in 1.34TIIN It HRdI ML) 5 1 2in 1.35411a 17 Pin ML) 6 1 2in -153IN 17 Pin(WL) 6 1 2in -D IN II HRd] (WU 6 1 21n -ZGWRa 17 Pin(WL) 7 1 2in -zw IN 7 Pa"WU 7 1 2in DINH II HRan RL) 7 1 2in -24AIt, Page 112 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SFWE BE CONSIDERED AS AN INTEGRAL PARTOF THIS CONPONFNT DEIGN DOCUMENT. NOMMiVFTHE Cvremn Engineering PROFESSIONAL FNGP'EFAS SEAL INDICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ON THIS SH6i MEEM THEM Iil APPLICABLE DESIGN CRITERIA FOR On Cure C. THE LOADS. LOADING CONDITIONS. MUSS N EA CONFIGURATIONS. AND SPANS LISTED ON THIS SHEET, I In Rid. CO sain Cameron Engineering Truss: G28 cT.wa�vxtu ' Phone: 303 800 6750 3obNa SORG KeyBuild®System Bradscameron@yahoo.mm Daze: 09/26/10 13:43:43 K Tmss® System Cee 6.018 Version: 1.183 Page: 2 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.005112 1 2.6-2 2fi-2 1 37 in 250.8lbs II HRdl ML) e 1 tin -0.31111r. Loads Sununary Load Case Lrl: Std Live Load Bo Cm Donn Eq 0pf OP,'f Lin Pova Loads Mnac 1® U�mim latl hb Tnb W i 12 Ba IMB4 Gmvn OD I� Ba D— .IDlh B. = 14s14 lamvn .tmla Page 113 of 570 II TM PROFFS�SONa ENE NEERN StF TVDCAM ONIPACKAGE Y nMTTHETRU 5A SFh®LYSHO MONMBS SRa PART OHFMMEEIS'IHENUNIMIIM APP�I LE DESIGN CCRRABERM FOR l tCanneron Engineering THEIR . LOADNG COMMONS. TRUSS MOMBER CON OURAHONS. ANDSPANS MIFD ONMUS SHEET. 17OC—Con Cameron Engineering Truss: G28 Awmm Phone: 303 800 6750 JobNanum SURG KeyBuild®System Bmdscaniemn@yahoo.wm Daze: 09/26/10 13:43:43 KeyTruss8 System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24b13 5.005112 1 2-6-2 2-&2 1 37 in 250.8 lbs Load We BE Sul Dead Load DimlbWed lands Morht I iml I A.2 Oiictim Sc Slon I—] Fnllutl Tab Widh Tm Cm Dam Rate 10P.f I01 Ain Btl cu4 Dww Rafe 2Z I"f nm Poiml®ds Mmhr Imlm Di—i. Imd Tnb\Vldh B. 6512 Dma ®Inn Ba 161D 4.m "ft ea 10,M4 run 300I6 Ba 14 14 Omm "IN Automated Load Case W l: MWFRS-Left(Up) Dlm7baed bads TT TT TT TT P.aff Lands Wk np0 6512 161L 2460 la:Nim 6512 161L 21613 VN B M.im NUP NUp NUp NUp Intl Rain RNx Rn RV Tnb Widh Nprf 51.67p8 P.Wpf M%'.f w,r SL6)pf MW'f M%'f 31N Pin Pin Pin Ba BSI2 Up L011lk Ba 1610 Up 1.0331ts Be IW4 UP mfin B. ILsw UP 7151h: Automated Load Case W2: M WFRS-Right(Up) Disnlbul I.& Meter L¢Lim1 Wnl1m2 Ni i. SacW Smn lrtq 15,d tl TnbWidh TT -2b2 040 NUp Rays V,%P:f r..W,f Ain TT B00 8.112 NUp RNz P.W'f Mw,r Ain Tap 6112 161D NUp Rn4< 51.0,f 51.67pf Pin TT 1610 N 13 NUP Rate Aat pf Rol Rf Pin Tap N 13 r1 is NUp Race 513BRf 51.WP.f Ain Pdntl®ds Mentrr Imim Wmim LW Tnb Widh Automated Load Case W3: MWFRS-(Max Dn) Disrbund loads Automated Load Case W4: C&C(Suction) Dismbucd Inds TT 1610 N613 NUp Rate InlSpsf 11295prf Ain Tap b1613 V2 15 NUP Rate 14175laf 14135fnf Pin B. Poo 156 NUp Ra &Q,f W47Inf Pin Btl i 1. N613 NUP Ra m.47p:f 6047(nf Ain 1) Standard Loads on Trusses Carried by this Girder. TCLIve a20 psf; TC Dead =10 psf: BCLive =O psf; BC Dead =10 psf 2)7Tis truss has been designed in accordance, with ASCE7-05,145 mph, ExposureC. The building is Gable/Hip with Building Category IV (I 1.15). Mean Roof Height 37 ft, Overall Building Dirmasions 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 Imss is an End Zone Tluss.This [Pass is not in a Humcane Pone Region. Load Combinations Member Fames Summary rnu<immn+: mmm;m. �m.csL �m.addr .Im>,�.r adlum<rmn�.aimr l TCM 141 I-2 23 Raw a956 am Tlk - -1.1611d -36A In, (0165) M L5 56 am am4S.Id aso ""a"' 4.61314 67 7-S 89 use R3f6 R957 4A IN 0.m �I.IN Itr 9P U619 9111n (Oft) Kid I611 RIa3 Ult: 1213 LLSItl 3.i5flk (2)461k.1 1615 anus 4.OU14 (-341611a1 Ibn USW a'5% I.YIS Ik ('MIn) II-12 OSW 2=2 432 RF1 I31< awl 4.11416. (ARPIft) IS16 R531 3316 to R]H= 1]A8 OIts W. IJ8 R191 �ffiI4 115 LL6'U -I.Iblh 6U OLI NRIEa (bol.) . all .1. (A561b) I-1] R816 245118s (<431d) LIS 03(0 f911� Hmino 2U BEBi -1.1451b 4a R191 �ffiItr. b17 6701 -298E 16: L14 R6U -1.�16a }12 R)R 1,9JIb (-I.ffiaal 216 n616 2mn16: (261816;) S14 B3N BAIFa (3PIh) 612 R6N 200Ib (-26510a) sin am I.517 (4.2R11m) 614 RSA Ob 14 bll (171P -Imlld Page 114 of 570 AU.GENEAALNOTESOFT DRAWMGPACK CESHAILBECONSMMMASANIN RALPARTOFTHISCOMPO DESIGNOOLUM ..No)ETHATTHE I Cameron Engineering PROFESSIONALFNGBVFDtS SEA MrATFS O..= 9HATWETRUSS ASSEMBLY SHOWN ONTWS SHEErhffP15 T1@MPNAUM APPI1CADU DESGNCRHIERIA FOR USICve Cum THEIOADS.WD NGCON MONS.UWSxE:h MCON MAMM.ANOSPANSLL ONTBSSI . Lvpma.CODL® y Cameron Engineering Truss: PO1 ' 1d Phone: 303 800 6750 lobNane: SURG KeyBuild®System Bradscanleron@yahoo.com Date: 09/26/I0 13:43:44 KeyTmss® System Clegg 6.018 Version: 1.183 Page: 1 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5.006/12 1 1-9-0 0-00 1 48 in 105.2lbs 1-9-0 2-9-9 _ 5-3-10 5-b10 r— 5-3-10 5-3-10 T_ 5-8-10__ 5-8-10 2-99 0-8-12 1-10-12 8-1.3 13<12<12 16-B-6 20.0-0 29-&9 34-0-3 1-10-12 2 3 4 5 6 7 8 16 9 0-0-0 0-0-0 2-9-9 5-3-10 5-3-10 5-3-10 5-3A0 53-10 5-3.10 2-9-9 R-1-3 13<-12 18-8-6 24.0-0 29.3-9 34-7.5 Cimla in"[fat[mmn inn N. WNmm ionpane alelmm"s trawimnpme in m9i'md Rdaw(3 dNnnfmfimlerdvri6mim Allmatl[tiler la falvnis cnlNVWpcNe 1995A1515pufaimfa CtldFanM 51s10vsig. Maiewnfl.RmripeilRwA'16'Imn MaircninfuumreQP �mryjnm9'16'mnfucd�skad nzl m[m1e1. r CSI Deflection I/ 000 Allowed m: (1653as) TLamm GP u9A f9a1 LIDO BC: 0=4.15) U:Om in L/9A PI) LI YD W& Dw -10 Nmem Rmm I W Continuously BmaJ BC Palm Snci,=U in Reactions Summary IT T I.0 Be B Wid Rmim IT BC M R-n MU U ie Mm MWFRSU ie MVCACU iR M U i0 MntHmE 1] HRdI(WU I 1 15io }516: n 1 Hlla -1671b -0dilh i 14 16 Ptn(WU I 1 tin 1511N 16 1 3751N -3S21N -I.4.BIN -MIN 9%IN IS NRd[ (WO I I 35in 31)14 15 I S114 -1581b SIN R, 1m1N 14 itRdi(WU 1 I 15N 4SIN 14 I MIN %Alb. -L -L10)IFn 13 HRdI MIS 1 1 15 in 4161N 13 1 wlb .ffi IM -1,4LIb -IADIb 12 HRdl(WU 1 1 15 in 4M14 U I MIN d91b, AMIN 4.w IN II HRd1 ML) 1 1 15 in 413IN 11 1 WIN 40,11N -1.13111b, -I.134IN to HEno (WU 1 1 35in 473I1m 10 1 ODIN -MIN -I,399I1% d,28911% 9 HRa11 ML) 1 1 15 in [WIN 9 1 WIN -WIN G971N -4911N I) HBill (WU 2 1 3.5 in MIN 16 Pinmo 2 1 sin MIN IS HRdI(WU 2 1 15in WIN 14 HRdifWU 2 1 Astn 'n't 13 HRd10VU 2 I 15 in into 12 HRtl1OV 2 1 3.S in Am IN 11 Ed BVL) 2 1 35in SO1 10 HRd) (WL) 2 1 min "IN 9 HRoll (WL) 2 1 35in MIN 17 HRdI(WU 3 1 15 in 911N 16 Pinmu 3 1 tin 311N 16 P..ML) 3 1 tin MINH 15 HRd] OVU 3 1 15 in WIN 14 HRas MW 3 1 35in 4161N U HRd) M'U 3 1 351n MIN HRd1ONO 3 I 353n QDIN 12 1 End I MU 3 1 35in 4181N 10 HRdifWL) 3 1 15in 635IN 9 ItR9II OYU 3 1 35in 1NIN A HRdi fWU 4 1 15 in -26N 16 Pin IWU 4 1 tin 241N 16 Pin ML) 4 1 tin 'RINH 15 HRdIML) 4 1 35in WIN M H RdI f A 4 1 35in 6351b 13 li MU 4 1 35in '.1B1N 12 HRd[ WU 4 1 ,N MU II HRdi nFU 4 1 35in mIN 10 HRon MU 4 1 "in 8181N 9 HRun (WU 4 1 Ism ]BIN Page 116 of 570 AU. GENERAL NOTES OF THIS DRAWRIG PACKAGE SHAM BE CONSIDERED AS AN WIKRAL PART OF)NLS COM MEET DESIGN DOCUMENT, NOIETHATTRE Came4on Engineering PROFESSIONAL ENGINEERS SEU, IFDICATS ONLY TtATTETRUS5 ASSEMBLY MOWN ON THIS SHORT Wi THE M IMUNI APPUCABIR DESIGN CRITERIA MR 17530m[0mn THE DOADS. IDAOBiG CONDOBOM. TIMES WNME t CONFIGURATIONS. AND SPANS IEIID ON TH13 Slaii IupmL CO 829n - Cameron Engineering Truss: POI cvvanuxuc Phone: 303 800 6750 loblio= SURG KeyKeyTw System Bradscanleron@yahoo.com Date: 09/26/10 13:43:44 KeyTms5118 stem Oce 6,018 Version: 1.183 Pa Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 34-7-3 5.006/12 1 1-9-0 0-" 1 48 in 105.2 HIS 16 Pin MI.) 8 1 2in -LMIN 16 Pin(WL) 8 I Rip 9M IN IS HR`1 (WIJ 8 I 3.S in 40ib. 14 It EdI(WU 8 3.5 in .I.IOIIFe 13 HRdl Mo 8 1 15 in -1.4A I4 R HEdt(WL) 8 1 15 in .I'W 11 HRan ML) 8 1 35 in-I,1%Ilc 10 HRMal 8 1 15. 9 HRon OVL) 8 1 15in 'ARRi, Loads Summary Load Case Lrl: Std Live Load Dimlbured leads Marhr t iml Lvlim2 Diiavim Sve;I Sun lm6 End lm6 Tab WiBb TM Ca4 Dino P,y most M'r Min B. Cm Lbm Pmj 0'f D,f Min Load Case DI: Std Dead Load D=-bNed Lou& All 1¢miml 1¢nlim2 Di.im Spcd Stan lutl EdL-1 Tab Widb TT Con W.m RJx IOpf 10p:f ain B. Cat Wen Rile IO pd 10pf min Automated Load Case W I: MWFRS-Left(Up) Dimibuted loads Meats IsnimI Imlim2 Di.im Sill Slal lml En] 1m6 ThbWi616 Tap d" (HE NUp Rah 51.56pif 51LX,H alp Try B00 249 NUp Rafe Npf Npf 4ain Till 249 21-M NUp Rah 51.67pf 51.67pf 48in TT 2139 R7-3 NUp Rah 51.67pf 51.67 p:f ain Automated Load Case W2: MWFRS-Right(Up) Distibaed loads Me 4e Imsiml 1 lim2 Di1Mim SmN Sun tm6 End lmd Tnb Widb TT .IAO n0U NUp Ruz 2/.9Gpf 2R%'r Min Tap "u) ]49 NUp Rah 31.0pf vio,f Min TT 161-3 3Nd NUp Rah 51.Wpf 51.67 Elf Min Tap 2" 1&1-3 NUp RW 51.67pf 51.67pf Min Automated Load Cbse W3: M WFRS{Max Dn) Distributed loads M'inN, 4uiiml 4amim2 Di.im S,-i 51m14utl Ed EW Tnbwidb Tap -I4n Bon NUp Rake 29.55pf 25,56pf Min TT too 249 NUp Rake IM pi L99pf Min Automaed Load Case W4: C&C(Sunion) oisuipand lands McMer lualimI 1a-e1im2 Dimim So Sinn lap! End EN Tib WiAh TT -I40 (H0 NUp Rip", 1475pr I0,75pf Q9 in Tap Em 249 NUp Rate 117.Z pf I1175pf 45in Tap 249 I21-3 NUp Rde 69.14pf W14pf Min TT 121-3 Wz NUp Rik, 6914pf %14pf Min 1) This Huss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building (Rvegory N (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to Wind.The tight end vertical has not been exposed to wind. This MISS is an End Zone Truss. This MISS is not in a Hunicarle Prone Region. Load Combinations Tad TBHe inlieMe: 64evbtt m, par CSL na widf . 0mnaa,gr. fan, ifdRrea fmmmi pill a15 0 M A3IN (.ffi16:)l a.0 0430 I.MlIs (L181h)I7.11 Has -19 IN 114 0417 1,218Its (B ftii 5.12 UA53 LiWIN, (b151b) }I0 n510 1.5m IN Page 119 of 570 ALL GE'FRAL NOTES OF THIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INIKRAL PART OF THIS COMPONF DESIGN DOCUMENT. NOTE THAT THE Cameron Engineedng PROFESSIONAL ENGINEERS SEAL INDICATES ONLY MAT'IHE TRUSS ASSEVILY SHOWN ON THIS SHffT s% STHE sENARM APPEC"M DFSION CRITERIA MR IMIC—Con THE WADS. WADING COMMONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON 1HLS SH .. romW3