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HomeMy WebLinkAboutENGINEERING (241-300)Cameron Engineering Truss: T01 Am Phone: 303 8006750 JobName: SURG nrwa,:�t,� KeyBuild@System Bradseaffi=n@yahoo.com Daze: 09/26/10 13:44:17 Ke TFms@ System Cee 6.018 Verson: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-6-14 5DO7112 6 1-7-5 0-5-0 1 48 in 13.7 His 1.7.5 1-614 F0.�n L6-14 0-8-13 1-0-11 2 6 5.12 1 5 6 4 3 0-0-0 0-o 1614 as-0 1 614 Cinlm ft"eu Ennmmn in wed. Sperm in,liCm4 GslRrmrF inelenk. Tssa -Menu He umh dine SDS(AISOasstava rtpunet N ae m4 dit v w infiu lh nginA Whrs m ism Ones an, end ar m Us Snwin& npue is con d Referw Oemal Nam fafuthrelainanim Allawae slevpm(mtucis mloJseaprtle 1995A151 Smdfmum bCtldFmMSlxl nmiF. Mvidin ratemsrydmvt 9'16' mn htdddnlutemc� �Dnu W16 tdnfv exhsM1m d stwi mmi 6 CS1 Deflection U (10c) Allowed Tc: amH) n:RainlfP LIHa 4 L 2M BC: B$]I'(3) I -Oin L/9A 4 L/3ID Weh BXRA B- H—M a. in 4 Tccmin9nlyernd Be Per inspadn,'Min Reactions Summary lT TYle w BC B WiE R.im PF BC M R. MUGre.0 ifl M wFRSU ifl Mwcacu in MzxU ifi Maa Hair 5 Pin(WL1 1 1 15in Im14 5 1 Mlle -Z161k -I.Tm' Ib -1Ch, I.1wits 7 HRna(Wo 1 1 ]Sin I= 7 1 mIts -MI Ih -1.7mlla -1.7m 14 5 Fin MQ 3 1 15 in Milk 7 HRd1(Wq 2 1 ]Sin =as 5 Pin ML) 3 I 15 in 441h 5 Pln(WL) 3 15 in AIICH 7 HR41( ) 3 1 15 in was 5 Pi.ML) 4 1 15 in Im14 5 Pin(WL) 4 15in 9911sH 7 HRd1 MO 4 1 15in 291E SCANNED BY St. Lucie County Page 241 of 570 ALL GENERAL NO OFTHIS DRAWING PACKAGE SHALL BE CONSMEAm AS AN Ulmot LPART OF THIS MNSONFMDESIGN DOCM .. NOTE THATTIrs Chnnevan Engineering FROFESSH)NALE]SOP'ERS SFAI.RIDICATESO LY 7HATTHEIRUSS ASSEMBLY SHOWN ON7HIS S=AB£IS 7HEMR:PIURI APPl.MMlEDECIGNCRf1PlOA MR THE IDMS, IDAOa4G CONOmON3. TRIAS F4MBER CONFlGNtAl10N5, AND SPANS GSIED ON'Rp.S SIIFEF. lapm4. CO>P1 Cameron Engineering Truss: Ml Phone: 303 800 6750 )obName: SURG KeyBuild®System Bradscameron@yahoo.eom Daze: 09/26/10 13:44:17 KeyTmssg System Gee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-&14 5.007/12 6 1-7-5 0-5-0 1 48 in 13.7lbs 5 Pinmu 8 1 3.5in I.ImNH 7 HRdl ML) 8 1 15 io-1.70ft Loads Summary Load CaseLfl: Std Live Load Diiftb dlords Fkn[e 1 iml I im2 Umim S,c Sunlml IMl Tnb Widn Tap C. Dwm Py IDRf M,f aln B. C. D— Pq OR.f O,f ®in Load Case DI: Std Deed Load Dianbaed loads Mmb Lmiml I im2 N.im SpW Smn lmd Etl ImE 7 bWidb TT C. Dam RNe IOp:f IOp( 48in Bd Cm Dpm Rak 10pf IOpf 48in Automated Load Case W I: MWPRS-LeR(Up) Tap L00 W4 Nllp Rate AYlp:f ZiYI@I Min Tap 1414 1-II-14 NUp Retie An pf ur p'.f M,n Bd 000 18 NUp RO M18pf &Iapf 48in Aulmreted Load Case W2: MWFRS-Right(Up) Dutdbured loads TT -000 1414 NUp Rake 3I.IB tef N..fepf rotn TV 1414 IdL14 NUp Rt D.96pf 31.96pf Q= ALLGFNERAI.NOIFSOF' NDRAWMGPACKAGESH BECONSmFA MANN'I1iR PARTOF7 CDhWNINf DUMNDDLU ..NOlE TM[E PROFESSIONAL GM SSPALMm AMONLYTNATTIEnMSASS LYSHOWNONTH6SHF£!F4£157HEMMLMIMAPPIICA D61GNCRIfFRNFOR TIEIDADS. COMING CONDmONS.'IRUSS FffNOIEA CONFIGURA7WN5, AND SPANS LLSIIDONT16s SI6£P. Page 243 of 570 Cafremn Engineering IMCm<Cpn IugvL COBHIi fi, Cameron Engineering Truss: TOl a6 Phone: 303 800 6750 dobName: SURG f.VLLSyst ALLe Key Build®System BIBdsCatl]efOn@yahoo.com Date: 09/26/10 13:44a7 KeyTruss® System Cee 6.018 Version: 1.183 Page: 4 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1.&14 5.007/12 6 - 1.7-5 0-5-0 1 48in 13.7lbs Automated Load Case W3: MWFR&(Max Dn) Distributed IDads Tap .4on 1414 NUp Ru 1.4)p:f 1.4l laf 48in Try 1d14 -II-N NDwv RWe '74 p.f 'IN Rf dB in Automated Load Case W4: C&C(Suction) Deriburul 1-nods TT OOD 1d14 NUp Rake IT..15,d 15115yf 48in Ty 1d14 1.11-14 NUp Rake A r,d 29.9'r 48in Bn n00 186 NUp Re am'f UM,f 48in 1) 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 Dimensions of93 ft x 102 ft, Enclosure Clus: Enclosed, CC Zone Width 9.30 fi. 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 TM, iMl.:M M.. CSL nva WW r . r4fi1f&4tl&Q"M.`I U&M. oar ma and fa¢) Additional Notes: The end ofevery chord segment shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6" oftheend ofeach chord segnent. Page 244 of 570 ALL GENERAL NOIFS OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INRfrRAL PART OF MRS COWONFM DESIGN DOCUM .. NOIE'111ATTt1E Caneron Engineering PROFESSIONAL FNGEY S SFALWDICAMONLYTHATTHETRUSS ASSEMBLY SHOWN ON INNS SHFEPMFPIS THEMINIMUM MPDCABIEDESIGN CRHMR FOR 1753 Cae Cam THE LOADS,=1NO COMMONS, TRUSS x BER CONFIGURATIONS, AND SPANS LISTED ON IMS SHELF. Lmpmv[. CO SEES, Cameron Engineering Truss: T02 ` xru Phone: 303 800 6750 ]obName: SURG cvrzmRl.c KeySystem BIddBcdlnefOn@yall00.00111 Daze: 09/26/10 13:44:18 K.yTmyTmss® System / Cce 6.018 Version: 1.183 Page: 1 of4 Repute Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-644 -5.007/12 6 0." 1-7-5 1 48 in 11.716s F-- +— 1.6-14 1-L5 --� 1.6.14 1-4-11 0-8-13 6 2 �5 7 e n _ 4 5 3 0.0-0 0-041 0-5-0 0 5-0 i 1-1-14 6-14 Cimla i�m<fcl<rermvn inw[t. $yM[11BIm<f aemcmvincbd. "Fsluers"imrve lk �smihrdYIO SOS (AISp Lsslwers mpomia oe mtlaflk �m�<. Exfi viluc inlimalk mrMroffutems rtgvred Wkrzwnectim {Yatu ae cJlWmmNs anwi�vdmeisrtquiml RefalnGmerWNaafu(wkrclanfialim Allmm<skwpnlazl<rxis[aleilawipvlk1996ABISpei6mimfmCtlBFmralSlmlDaig. Mvl4ninf laacpmingugl6'nunMai�evnfavemWgl�mDnnlGI6'INnfa<a[h•kaR creel maned CSI Deflection U (I0c) Allowed W RBD0-7) mowl-UP L16)1 3 LINO BC: 0.5 (45) LL 001 in L/M 3 LIM Wd� ami(Vi) H—TL QW in 7 TCCvriw lyB BC Min Spero=48 in Reactions Summary IT T5w w BC B Witl R.im IT BC M;u R. Mas GravUidfi MammmsU ifl Mw C&CU in M.uU 4 M. Wnz 8 Pin(WL) 1 I tin Ibld 8 1 ]Mllh ZAIFe 1.75616. -I'mi�-I.10RA 7 HRd)RL) 1 1 35in Imld 7 1 244Id -2921�-1,3681R -1.3681h: B Pin(Wq 2 1 21n MRn 7 HRd) MQ 2 1 ?Sin mih. 8 Pin(WQ 3 1 2in 951h: 8 Pm WIL) 3 1 21n -N IN 7 HRdl RQ 3 1 05 in mlm 8 Pin(WL) 4 1 2in 2141b B Pin(WU 4 1 2in .59IkH 7 HRaIMW 4 1 35 in %lln Page 245 of 570 ALL GENERAL NOT60F'IHIS DRAWNG PACKAGE SHALL BECONSWERED AS AN RAL PARTOF THIS COMPONENT OFSpN OOCUM .. NOTE 7HAT7HE (anlelpn Engln..i ng PROFESSIONAL WGINEFR'S SEAL INDICAI£S ONLY 7HATMF MUSS ASSR,IBLY SHOWN ONDUS SIBRP MFPIS THE MBRF.NM APPLICABLE DESIGN CRIMRV FOR Imc—Cam 711E LOADS. LOADLYG CONDmONS. MUSS MEMBER CON GURATIONS, AND SPANS LISTED ON'f SHFFE. LaR .CO 8150 Cameron Engineering Truss: T02 Phone: 303 800 6750 1GbNRme: SORG -n.�lvx� KeyBuild®System Bradscaoiemn@yahoo.com Ouc 09/26/10 13:44:18 KeyTmssO System: Cee 6.018 Version: 1.183 Page: 2of4Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-&14 -5.007/12 6 0-5.0 1-7-5 1 48 in 11.7lbs 8 Pin(WLI 5 n 1 2in -`A IN N 7 HRNI ML) 5 1 15 in -1216N 8 Rn ML) 6 1 2in -14IIb 8 Pin(WU 6 1 tin -10INH 7 HRcH ML) 6 1 15 in -Illlb S Pln(WL) 7 1 2in -MIN 8 Pin(WLI 7 1 2in -211 IN 7 HRIAI ML) 7 1 15 in -MIN Page 246 of 570 ALLGkNFItAL NOTES OF Mi DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIHRAL PART OFTICS COWONFM DESIGN DOCOAfrML NmE—TTNE C2nemn Enginming FOR DESI GN PROEESSLONAL MGINEFRS SF mCAM ONLY MT THE MISS ASSEMBLY HFFlI.1E£IS BLY SHOWN ON Mi STHE M19HPnP1 APPIlCABIE IGN CRHFAN II cc. THE IUADS. LOADING CONDITIONS. MM AffA'0ER CONFTGURAIIONS. AND SPANS ILSIFD ON TMS SHEEF. Lu coann e Cameron Engineering Truss: T02 Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscartleron@yahoo.com Date: 09126/10 13:44:18 KeyTmss® Syste7rc Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1.6-14-5.007/12 6 0-5-0 1-7-5 1 48 in 11.7lbs 8 Pin(WU 8 1 an 7 HRd] MQ 8 1 15in Leads Summary Load Case Lxl: Sid Lave Load B. Cm Wm Load Case DI: Sid Dead Load Automed Load Case W I: M WFRS.Ixfi(Up) Dimldved Lo ds uml�x I.MYIb Mmic t iml 1 im2 Di.im S,c Swt EW IW Tnb Widh TW 4" BOB NUp RW 0.MPf D.%,f G5in Ti 000 1414 NUp RW N..M,f 3ff pf 481n Top 1414 12J NUp Rake D.PSpf L.%,f am Autolmted Load Case W2: M WFRS-Right(Up) Dmbmcd hods Page 247 of 570 Bp 4" 1814 NUp Rde 2R18pf 2418pf 48in AIL GENFRAI. N016 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS ANINTEGRAL PART OFUS COA@ONENT DESIGN DOCU .. NOTE 7HAT7HE Cameron Engineering PROFESSIONAL FTGP'FfltS S&LLB.DiCAIFS ONLY THATn ETRUSS ASSEMBLY SHOWN ON THIS SHEEP NaHIR 7HENllNLNUM APPDCABLEDESIGN CRRERW MR 1753 Cav 7111ELOADS. IDADINGCONDmONS. TRUSS S1 UBFR CONFIGURATIONS. AND SPANS L6TEDO.NMIS SHEET. L�COmIDI .�.r Cameron Engineering Truss: T02 W- - ` . Phone: 303 800 6750 JobNarnc: SURG eweI KeyBuild®System Bradscameron@yahoo.com Dalel 09/26/10 13:44:18 KeyTruss® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-6-14-5.007/12 6 0-5-0 1-7-5 1 48 in 11.7lbs Automated Load Case W3: MWFRS-(Max Dn) TT " Dan 1d14 NUP Ralx Tap 1d14 32-3 NUP Rah Automated Load Case W4: C&C(Suction) Tap non 1414 NUP Rah 1%15p:f IMISpr min Tap 1414 32-3 NUp Rah M57'f 3957lsr 48in B. A40 1414 NUp Rem aSM'f 8534pf am 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, EnclosureClass: 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 ism End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations Member Forces Summary TaHCINiraea:Mpnbm..csl.ma.e.i.lrva.,oa..�.raau�lr Ar�,�.aumreal Ct7ii`F9Na9V%W.1 Additional Notes: The and ofevery chord segment shall be braced laterally perpendicularto the planeof the truss. Lateral braces shall be installed within 6" ofthe and ofcach chord segment. Page 248 of 570 II—GFNFRALNOTFSOFTa150RAWP'GPACI GESW DECONSruFAEDASANWIFLiRALPARTOFTHIBCOMPONFNTDFSIGNW UM .NOICTHATTHE I cam E.Q1�ng II PROFESSIONALENGWFFRS SEAL WDICATES ONLYTHATTHEMUSS ASSEMBLY SHOWN ONTH6 SHFE `]oEMS THEMIMMUM AFP11CAB1EDESIGN CRf1ER1A FOR THELOAQS, Onxema COMMONS. TRUSS MEMBER CONFIGURATONS, AND SPANS 11STED ON THIS SNP£I, Cameron Engineering Truss: T03 Phone: 303 800 6750 JobNannx SORG KeyBuild®System Bradscarneron@yaboo.coTn Dam 09/26/10 13:44:19 KeyTmss® System Cee 6.018 Version: L183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 46-14 5.002/12 3 1-7-5 0-5.0 1 48 in 39.7lbs 2_63_- _—{_ .___ _z0114 --I--i 2-6-3 0-8-13 4-6-14 2-7d1 3 8 aao 0-0 D z-s2-6-3z-a11 .as-D 2-63 40-14 Cirtle iNcve fmuacmn inwxla. Sgaves iwmn fauvmn in WA. 'Falvm' iNolc IknnYCQ11050.5 (AISD falws rtquMvae rni rlJe amlc. Fafi��lr ir3euea Je vib?farms rtgiml WFve wamim(Im¢ xdlela mJia dani�apa<u iNu¢4 RefamGvoal Naa fm lmliadanfwtim Allmntle akalcfamvis mlwaWfa B9I9LA61 Spnifimtimfn CddFonvlSW puipa Mv'ndnfaumaprima WlC mn AUindnfalrnrn��na W16'wnlnnaHakeR a:l Lmaial ' CSI Deflection L/ (10c) Allowed R': (IMOL ' .Wan L/4A (65) L/= BC: 69}5H-5) I UlinUP L/9A (45) L1W Wek aT (24) Cw/OHTLD11n UP 9./99T 1 MIT Ca —I'Br Can/OH1 am in 9./9A 1 MIR) BE Pn11n sp i,=48 in HwT n05in 7 Reactions Suminary 5 Pin(WL) 3 1 ]in WIkH 9 HRd11WU 3 1 151n 1751k 5 Pin IWL) 4 I Iin 1.N61h, 5 Pin(WL) 4 I 21. 671kH 9 HRdl(WO 4 1 15in -051b Page 249 of 570 II PROF6ESIHONAL ENGINEERS SPALA"CA'M ONLY 11NTTHE MUSS ASSSFMeLY SHOW ON THIS SONEET MEE1S THE NUNNUMDESIGN APPPUCAmJ: DESIGNCCRHFRL1 MRl Ian fc�C Camemn ng II THE (DADS. LOADING CONDBIONS. MUSS MFMBER CONFMURATTONS. AND SPANS USIFD ON THUS SHEm.. Cameron Engineering Truss: T03 - - - i4 Phone: 303 800 6750 lobNm SURG LV7fSys( llC KeyBuild®System Bradscarceron@yahoo.com Daze 09/26/10 13:44:20 KeyTmss@ System: CAe 6.018 Vmian: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPAONG WGT/PLY 4-6-14 5A02/12 3 1-7-5 0-5-0 1 48in 39.71bs ml5 6 2in 5 Rn(WL) 5 1 2io 6]IFeN 9 HRnnML) 5 I 15 in IBllk 5 Rn(WL) 6 1 tin .1.101ft 5 Pin(WL) 6 1 tin DL R`H 9 HRdImw 6 1 ]Sin G3 B. 5 Pin(Z 7 1 tin dDld 5 Pin(WLI 7 1 tin 38214H 9 HRtl11WL) 7 1 15 in 151ty Page 250 of 570 ALL GENERAL NO OF 7HLS DRAWING PACKAGE SHALL BE CONSmFRm AS AN IMFIRALPART OF TLLS COMPONENT DESIGN DOCUM .. NONE TTHE Cameron Engineering PROFFSSIONAI ENGINEERS SE4L WDICAM ONLY7THATTHEIRUSS ASSEh®LY SHOWN ON THIS SHEET� 7HEh0VPNM APPECABIE DESIONCRIIFRN FUR H9Cms Can THEWAOS. LOADING CONDmONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS W7EDONTH6 SHEET. 1 ° COsm`0 Cameron Engineering Truss: T03 Phone: 303 800 6750 JobName: SURG rme.wwluxu.c Keylioild®System Bmdscatneron@yahoo.com Date: 09/26/10 13:44:20 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 5.002112 3 1-7-5 0-5-0 1 48 in 39.71bs 5 Pin ML) 8 1 tin Lfl5JI1 n 9 HR61ML) 8 1 15 in IA811 c Loads SUnunary Load Case Lrl: Sid Live Load Maihr L—timI L '-2 Diimim SV smn Teal Etl Teal Tb Widh Tip C. Dmm P j 30laf mpf aaia Ba Cm D. Rq 0qr 0pf isin Ponlxeds mm Lmim Dirtaim lad 'llib Widb TT 44-5 Lbm 20Ib: Load Case DI: Sid Dead Load DismbWed leads mCM I iml eatim2 D,rt w Sp S. FNlwd 'ltib Widh Tap Cm D—. Rn 10,f 10''( 48in B. Can Dana RW Iolef Iomr aria Pointlmds Page 251 of 570 IIALL GENERAL NOTES OF THM DRAWING PACKAGE SHAD BE CONSDERED AS AN NIEGRAL PART OF THIS CONH`0 MDESIGN D .UF .NOTE THATTHE Caincron Englncering PROFTSSIONAL FNGMEERS SEALNDICATBS ONLY TIATTHETRUSS ASSEMBLY SHOWN ON HUS SHEET MEETS THE MINVh APPUCABIE DESIGN CROETUA FOR Im C.C. THE LOADS.LOADNG COMMONS, MUSS MFMBFR CONFIGURATIONS. AND SPANS IJSTFD ON TWs SHEET. L� Ms.T Cameron Engineering Truss: T03 Kt.�,...R.:N Phone: 303 800 6750 JobN=: SURG — eyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:44:20 Keyrruss@ System Cce 6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN WrCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 5.002/12 3 1-7-5 0-5-0 1 48 in 39.7lbs Automated Load Case W l: M WFRS-Left(IJP) - Dicnb dleads Automated Load Case W2: M WFRS-Right(Up) Dimlbued leads Automated Load Qse W3: MWFRS-(Max Dn) Dimlbmed leads 20I 1.71 Automated Load Case W4: C&C(Suction) DaRthucd Inds h4,hf I iml 1 im2 Dimim Svc Sunlmd i,b Tnb Widh TV -1-7,5 Bout) NUp Ralx ED.5)p.l 2:H51,t min Tea noun 4 14 NUp RW LAMS p,f MIS Rf a8in TW 6 14 441-14 NUp Res 2:D.57pf 3R57'f Qun ee 000 2S3 NUp kd{ 8S34 pf 8534pf 431n 1) This truss has been designed in accordance with ASCE7-05,145 ruph, 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 Gass: 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 HunicanePmn, Region. Load Combinations Member Forces Summary TaNeiNaa: MmavW.=ML�4�N li= nwnmm. ba udrt fin, admr ) TCIa 7-1 a4n Iml� Nlbl I-2 aso .11aft 113 nnA :iE m BCM M uW ulp Ls aYb 'Ual4 lmlkl sa a251 olb Wm IL U. .761� 25 n6A a9➢a. 413w1k.) 34 -.1LIM Ik, (alp�l I5 QSSa 4.05916 (-9w1s�) 24 nA) -SmftW GUSSETPLATES Additional Notes: The end ofevery chord segnrnt shall bebraced laterally perpendict larto the planeof the truss. Lateral bosses shall be installed within 6" ofthe end ofeach chord segmnt. Page 252 of 570 All RPOYESSONALEONOa4F}]IOF S15FN.WDICAM ONLYTIAT7HETRU55 A55PMDLT SHOWN ONTHIS SHEEN-MkPIs 7HEMWPIUM APPPLICAn�D61GN CCRITERIA FORT �4,vrC�Cc. II 7HEIDAUS.WADING CONDIIIOM.TRUSS NIESUER CONFIGURATIONS. ANDSPANS M ON THIS SH . Cameron Engineering Truss: T04 E a�C Phone: 303 800 6750 7obN=: SURG 4 KeyySystem BTad8CaRlefOnQyeilOo.COm Date: 09/26II0 13:44:21 System Cse 6.018 KeyTMss® KeTm Version:Page 1.183 : I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 -5.002/12 3 0-5-0 1-7-5 1 48 in 38.81bs 0-5-0 2-0-11 2E-3 I—__ -- 20-114-P14 � 2-]-11 0-8-13 a � 2 1 2 15 3 9 Q 6 74 4 o-o-0 0-0-0 0�5 0-5-0 -0 1d-01 2-6-3 0-5-0� 2 0-11 4-6-14 i. Cinlu i�dua¢fmlemronu in wxG. Sarum inticYef Ierermet lnAmk. "Fmta[rt'irt6mes Re nmhrdtllO SDS (AlSp fsstwers mpvrolu ve eNdtle �renM. ExM1 v.Jic iidrnLL'Ih mmhrdfnvlcros rtgi� Wine caob.'lim (1&c xwllWnmlN� 6nwirW upve is mµM ReferloGemil Nae fafWkrclvifmlim Allawtle sleulvfsslcrer is ciIMaIW ry Ik I4MAISI Sp'nmim fv CddFvnal Slal QSism MniNrvn faacrerrpri�em 4'16" min Md�Win f nm[� Ilmpnu A'16' �dn fn®cM1e'�I d nal mratN CSI Deflection L/ (10c) Allowed TC: n]W G-3) TL amain UP L/99) (56) L/210 BC: on"LL:(Wo in UP L1999 ON) LIW Wek Q7Y(2b) Can/()HmaINin Min 3 M/9J TC Cmiouacly Bn Can/CH U: am in min 3 M/W Be Pulin Snd, Min NQ<TL n05 in 9 Reactions Summary IT LC Be Bin WiC Rmim IT BC Mna Rein M Grzvu in M.!V[WFRSUNfin Mnr C&CU in sta Upsift M1LUHmz 10 Pin(WL) 1 I 2in -0311br In I 1.2811N Atllk {1911a 9ll1� -=Ib 5 HRdI(WL) 1 1 2in 1.1161k 5 1 28WIk -9IDIk AN51k AMIN.. 10 Pin(WL) 2 1 2in A 1l 5 HRdI(WL) 2 1 2in zwlo1 In Pin(WL) 3 1 2in .1581b, 10 Pin(WL) 3 1 2in 40 Rn H 5 H Rdl(WI.) 3 1 2in 6b1k 10 Pin(WL) 4 I 2in X91d to Pin(WL) 4 2in -67 an H 5 HRd1(WL) 4 1 2in I.6AIk Page 253 of 570 ALL GENFRAL NOTES OF THIS DRAWING PACKAGE SHUL BE CONSIDFRm AS AN INTEGRAL PART OF' MIS COMPONENT OFSION WCUM1 .. NOW WATTHE CEnCP3D EnglnCNng PROFESSIONAL ENOINFFR'S SEN.INDICA'IES ONLY MAT ME MUSS ASSEMBLY SHOWN ON WE SHEEt FffETSWE MWLNUM APPLICABLE DESKiN CRITERIA FOR 1mc—c. THE WADS. IDADING CONDMONS. TRUSS LIEN®ER CONFIGNtAMN5. AND SPANS LISTm ON THIS SHEEP: Lagnnva. CO WSN Cameron Engineering Truss: T04 s`1 Phone: 303 800 6750 7obName: SURG Fmuemvxuc KeyBBild®System Bradsca5neron@yahoo.com Daze: 09/26/10 13:44:21 KeyTnt System Cee 6.018 Version: 1.183 PReeport: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-&14 -5.002/12 3 0-5-0 1-7-5 1 48 in 38.8lbs 10 m( in 10 Pln(WL) 5 1 tin 16;H 5 HRan (Wq 5 1 tin 7511d 10 Pin ML) 6 1 2in -101b. 10 Pin ML) 6 1 21n -R2INH 5 HRdI(WO 6 1 2in -WRn 10 Pin(WL) 7 1 2in 76211n 10 Pin ML) 7 1 2in -1H Its 5 HRtl1(WL) 7 1 2in AAIh: Page 254 of 570 A GFNIRAL NOTES OF TIE DRAWING PACKAOESHA BECONSHIRED AS AN IXF6GRALPARTOFIMS COMPONENI'DESIGN DOCU1. .. NOIETHAT`FM Cameron Engineering PROFESSIONALFNGMEERS SM`NDICAM ONLYMATME'IRUSS ASSEMBLY SHOWN ONTHIS SHE NUE1S MEFllNINM APPUCA IED61GN CUFERIA FOR 17p CmsCm TIEIAADS,IAADWG CONDf110N5.'IRUSSNrsEA1BER CONFIGURAnONS, AND SPANS MM ON ME SHEEP. un�COB25Rt Cameron Engineering Truss: T04 Phone: 303 800 6750 lobNarre: StmG KeyEuild®System BfadsuRnoron@yahoo.Com Daze: 09/26/10 13:44:21 KeyTmssd9 System Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4.6-14-5.002/12 3 0-5-0 1-7-5 1 48 in 38.8lbs 10 Pin(WL) 8 1 tin-1.MRzH 5 HRdl MQ 8 1 tin 4101k Loads Summary Load Cue LEI: Sod Live Load Distributed Loads Me I .Lim I Iasim2 oirsum sped Sion) EtlI Tnb Wimb Ty C. W.m Pmj' 20,1 M,f JBin Bd Cm Dvm Piy 0psf Op:f a.. Point Loads Mew I¢uim Dirslim Iwtl Tib Wilb TT 6Y3 Dam 2mlbc Load Cue DI: Sod Dead Load Dimlbuted Loads Menhr luv'm Imatim2 Di.im Sp Sunlml Etllml Tib Wimb Ty Cm W.m Ralx 101¢f to pf Qin Ba Cm Dam Rt IOFsf 10 Rf 48in Pant Loads Mew 1 im Di—tim Imtl Tib Widb Tap bba Dam Ulft Automated Load Case W I: MWFRS-Left(Up) D=-bused Loa& 6 14 N Up Rill Page 255 of 570 AlL 0F2JEtAL NO1FS OPTH"DRAWING PACKAGE SHAH. BE CONSIDERED AS AN 04BGRAL PART OF THIS COMPONENT DESIGN DOCUI .. NOTE THAT THE Cameron Engineering PROFESIONALQJGWERS SEAL"ICATES ONLY THAT'IHETRUSS ASSEMBLY SHOWN ONURS SHFITME THE I.BMMIUM APPIICABIEDESIGN CRHERN FOR Iw� YHELOADS.WO NGC MONS.TRUSSME MCONFIGURATIONS.ANDSPANSMMONTITSS=.. Lv .CO Blur) Cameron Engineering Truss: T04 Phone: 303 800 6750 3obName: SURG LYFBW tiaVALLf KeyHuild®System Bradscarneron@yahoo.com Date: 09/26/10 13:44:21 KeyTruss® System Oce 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4.6-14-5.002/12 3 0-5-0 1-7-5 1 48 in 38.8 lbs Automated Load Case W2: MWFRS-Right(Up) DiSribused loads skM L v'nn1 2 Dimim Sveni snalmd Fndlmd ]lib MAN TW u" VUn NUp Reke 14.29p:1 1429Inf aim TW 000 aa14 NUp Fit 11.01'f mol'f Min TW 4614 a?3 NUp Rake 5L51p:f 51.Afef 48in Bd Y1-II I,m4 NUp Rw M18,fMjg,f 4in Automated Load Case W3: M WFRS-(Mzx.Dn) Distributed Inds MI. Isaliml luuiim2 Di.[. Small Sam lm4 Eitlmd TnbWidb TW 8W Um NWxn iie 7.7I p.f 7,71 lnf Min TW Da0 4 14 NUp Raks zin p:r 201 pf Min TW a 14 azJ NUp Rake 29% p.f NM,f Min Automated Load Case W4: C&C(Suct ion) Distribued loads Nam 1¢Wiml 1 tim2 Diixaim Spw Sam WN End Tnb Widb T4, AW D00 NUp RYe 20951p:f Wi,n'f Min Try U00 4 14 NUp Rhv 1%15p:f 1415p.'f 48 in TW 4 14 6L3 NUp rate 39.57gf 2AV'r &in Bd b1.11 4 14 NUp Rik, am Nf Smmf Min 1) 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), 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 Prone Region. Load Combinations B Imf Cmih, Fina DI 1.000 3 DHWJ I.OaD 5 Dlan]SWJ I.mD C7 (161m+W( a6DIr W3 LIm �B`Q6DI tlV4 LOp"�'—"� Member ForcesSlmm�ary TOHeiwnnan:MmB�ID.na.CS1.m,.a,idfa«.Vw+ .. Ran, if�Irmnram,art..�,imr 1 Wni bl a0M -Yl lb: I-2 am -TXIk b3 0.'l81 -2Riib 19 0.H5 Zillb id ecru as am B1d u am 3.m 1d I.1s11d ai am Last 1d ro1d1 ]-lo aa11 1.av ld id wed I-] ti ] vn lk 41Y31d1 zs a615 aYd ll< t-z19L Ike) 14 nWf-12116a U 0.na -a an 15 asm 3.884 Di an GUSSaPLATM Additiond Nonni: Theend of every chord segment shall bebraced laterally peryendiculmto theplane of the truss. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 256 of 570 AD.GENFRAL NOTES OFMIS DRAWRIG PAC"OESHA BECONSIMRED AS AN INTELRALPARTOFTHIS COVIMN DESNIN DOCUMENT. NOTETNATIME Cmemn Engineering ES PROFSIONAL ENGINESEAL INDICATES SINDICATES ONLYMATIRETRUSS ASSEMBLY SHOWN ON THIS SHEET NEEMS THEMn1MIUM APPDCARIMD61GN CIUMMAFUR I]ACme Cam THEWADS. IUADING COMMONS. TRUSS MERIBER CONFIGURATIONS. AND SPANS LISTED ON THIS SHEET. Lan run. CO LfftG Cameron Engineering Truss: T05 a;,xw< -- Phone: 303 800 6750 JobNanle: SURG KeyBuild®System Bradscameron@y'ah00.com Date: 09/26/10 13:44:22 KeyTmss® System Gee 6.018 Version: 1.183 Page: 1 of4 Repoli: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 5.002/12 1 1-7-5 0-5-0 1 48 in 42.9 His 4-6.14 —__ 45-0 I� 4-6-14 0.6-13 2-7-11 2 6 0-0-0 0-0-0 49-14 .0-5.O 4-6-14 Cirtln i�.n•fvsraermninweFe. Sgons iNirme fazrerermnindv�. 'Fnvlonrs iMemes lle iwihrd/In5flS 1N$Il fostners mM 1ID nernldlle �mnb EM wlm irtGw�es rh vtlerdlvslertn repv'� Wloe cnMimliala a2wlletla4mNa Janina all;ne is m6urel Refra General Niles fm fmhrH'unfiw�im Allmmitle slevarfvrereris wlcW:uallclh lAMA615fecilruim lmCddFm�ed Slal Dsipe M:timinfael[rer[µeiA3n A'Ib'mirt MniNunfavioer Wg mupnal ¢'Ib'mnfvesFshad curl mnx�M CSI Deflection U (loc) Allowed w aml (1-4 n.0.1eiv UP L14(0 0-2) LIM BC: n.590p4) ILQ@in LIVN (1-2) L/W Wek QW1(2, Hur'n:QWin 3 TCCmiw lyll x BCPWin Spxlrg=Min Reactions Summary 7 HRdl ML) 1 1 15in A]Its 5 Pin(WL) 2 1 15 in 4 ltn 7 H0.dIM 2 1 15in Al lhr 5 Pin(WL) 3 1 15 in 421h 5 Pm(WU 3 1 15 in IN IbnH ] HRdl(WL) 3 1 1,5 in mt 5 Pin IWL) 4 1 15 in Shin 5 Pin(WL) 4 1 15 in 6711%H 7 HRdl(WL) 4 1 15 in A351b, Page 257 of 570 A GENFRALNO OFTHLSDRAWWGPACK CESHA BECONSIDFAEDASANM RALPARTOFnR MC NF DESIGNOC UI ..NOIETHATMli I Cameron Engineering PROFESSIONAL WGWFEtS SBAL]NDKA60NLYTHATTHETRU5S A5SEoBLY SHOWN ON M[S SHF NWES1 NflhtIARIMA LICIUOEDESIGN CROMMMR 1 1753Cms Con THE LOADS. IDADWO CONDmONS. MUSS M EA CONFIGURATIONS. AND SPANS MMD ON THIS SHEEr. unnnnn. CO aYAl3 Cameron Engineering Truss: T05 .,...r Phone: 303 800 6750 lobName: SURG Imo. Key Build®System Bradscarneron@yahoo.com Date: 09/26/10 13:44:22 KeyTmss® System Cee 6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 5.002/12 1 1-7-5 0-5-0 1 48 in 42.9lbs m( W 5 Pin(WL) 5 1 i5in 671L:H 7 HRdl ML) 5 1• 15in ZDS Ik. 5 N.ML) 6 1 15in AWIW 5 Pin(WL) 6 1 15in 13111eH 7 HRd11WL) 6 1 15in -5361M 5 PMMLI 7 1514 -?Z01H 5 Pin(WU 7 I 15in MINH 7 HRdl(WL) 7 1 15A 3951M Page 258 of 570 ALL GENERAL NOTE OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DEPGN OOCUFffNI. NOMnlATTHE Cemn Engineering am PROFESSIONALE401NEEYS SC 'HOICATES ONLY? TTHETRUSS ASSE,BLY SHOWN ON THIS SHEE NRloS THEMWNNM APPLCABI£DBHGN CRITERIA MR Emc—C THEMNDS. LOADING CONDITIONS. TRUSS slEN ER CONFIGURATIONS. AND SPANS USMON THIS SHEEP. Im .co&vH Cameron Engineering Truss: T05 � � Phone: 303 800 6750 JobName: SURG ..n.P,R1tan` KeyBuild®System Bradscameron(0yahoo.com Daze: 09/26/10 13:44:22 KeyTmss® System: Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14 5A02/12 l 1-7-5 0-M 1 48 in 42.916e 5 Pin(WL) 8 1 15 in 1,W HxiH 7 HRdl ML) R 1 15 in 1ml5 Member Material CSI Bracing Max P T, M HDSIbi-YI (50 fsq nWl SleaOai -tlml% pp �5162r8WWO Uht P9 ORl IA Web l-0 36251fit-33 (331¢il RON nIB3 U�b d -1.1621M law) ROOD, xesE':3 Web D3 35SIQ-D (ii Wi) 0.W1 Urt�r'�J mft 24lfltr. Loads Summary Load Case LTI: Sad Live Load Dimibined loads wnu l iml 1—lim2 Dimim SaoE sun lma EEwD Tnbwimh Ty cm aPun Ent 20,f 20,f Jain B. Cm Ibm Pry Oppf O,f min Load Case DI: Sid Dead Load Distributed lads hf b ]—A.I Lauim2 Dirt im SP Sian Lod EdLmtl Tnb WiAM Tay CM Dave Ralx IOpf IOpf Jain Ba Cm Dam Rah 10=,r ID'S Win Automated Load Case W I: MWFRS-Lea(Up) DiMbuaed loads Man1R 1—nniml Lraim2 Direnim SpcW BWI WJ End lmtl Tnb WiElb TT -1.7-5 OUR NUp Ra4e 515]ppf 51.S7 fef Win Tap 000 4 14 N Up Ruh N.01 Mf N.OI p:f Win TT 4 14 111.14 NUP Rah 1419,f IAHp:f 48in Ba WN) 484 NUp Rah A]9,f 2118,f Win Automated Load Case W2: MWFRS-Right(Up) Di4nbuted lads knr 1—at;ml ]—ni.2 Di.im Sp Sun1mJ EJImE TnbWi&h Page 259 of 570 TW -1-7-5 000 NUP Rai¢ V951ef T..95'r Alin IRE DOO 4 14 NUp Rah T.WP:f T.mp:f Win TW 4 14 L11-14 NUp Rah V..%,f V..56Rf Alin ALL GENERAL NOTES OF MIS DRAWmG PACKAGE SHAIE BE CONSMEtED AS AN DREGRAL PART OFMIS MlYIMNENT DESIGN DOCUAffNI. NOIETHATTHE Camro en Engineering PROFFSSION.9L EVGP`F➢155FA1,MDICATES OMYTHATTHETRUSS ASSEMBLY SHOWN ON THIS SHEET M1S EETHE MWIMUM APPIJCADIEDESIGN CJUMUAFOR P/Sc.c. THEIDADS, WADING CONDmONS. TRUSS MEMBER CONMIURATIDNS. AND SPANS tJSIFD ONMIS SHEER Ly CO lxalo Cameron Engineering Truss: T05 -- Phone: 303 800 6750 JobName: SURG Ten pu�� KeyBuild®System Bradscameron@yahoo.eom Daze: 09/26/10 13:44:22 KeYrmss® System Cce 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 4-6-14 5.002112 1 1-7-5 0-5-0 1 48 in 42.9lbs Automated Load Case W3: MWFRS-(Max on) Dirresnedl.oads Mahe Irtniml 1...,lim2 Di im so SWImJ FNIaN Tnb Wi@b TW -1.75 000 NUp Ralx 29.58 pf N.58pf 48in Ty ROD 4614 NUp Rile 201 pf 201 pf min 4 TV 14 411d4 NMm Ra 7.71 pf 7..71 pf 48in Automated Load Case W4: C&C(Suction) Disnbined lords Maroc IaYiml raalia,z Di=tier, sa.m slm l®e End n;b widh TT -1-7-5 ooD NUp Rae 20957pf aa.s7pr 43m Tip can W4 NUp Rake Iml5pf 1%15pf 49in TV 4 14 411-14 NUp Rake ZH57pf 29.57pf Min B. D00 486 NUp Rain BSNpf RN'r Min 1) This truss has been designed in accordance with ASCE7-05,145 nph,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 G ass: Enclosed, CC Zone Width 9.30 fr.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 Combinadons i Imtl Cmbo Futter DI+w3 = Dfi D75wW3O,75li1 5 DI+(175W3 iso) =6= D6DIjVJ1 f0m� 7 a6DI+W2 Lab =s =n6Dl H_ Member Forces Summary TaNeirt5rnles:Me W.mxCSLnunlfn¢.In•++mnlr.Raceifafin.fmn. wf ) 7Gm 51 nwz .M31H owl .1.1wim za am3 -n iin M Dlin ns6l D16: 3a a� em 14 Wei 14 a(B3 .LI6x 1% 63 0® 01% 34 awl z97i Be 1� iin) GUSSECPLATES Additional Notes: Theend of every chord segment shall be braced laterally perpendicuiarto the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 260 of 570 A 012411R LN=OFITHI5 DRAWWG PACKAGESH BECONSIDEAm AS AN INTEGRAL PART01FTH6 COMP0NFNT DESIGN DOCUMENT. NDIEUMT7 CamPaon Engineering PROFESSIONALFNGWTERS SE RUNCAWS ONLY 7HATTHETRUSS ASSEMBLY SHOWN ON THIS SHEET hff TREM WUMA 11CABIEDESIGN CRRERIA MR 1733C—CM THE WADS. WADING CONDMONS. TRUSS sUNWER CONFIGURATIONS. AND SPANS DSTFD ON IRUS SHEET. Ls,poy Co arrin Cameron Engineering Truss: T06 Phone: 303 800 6750 ]obNarrc: SURG Keyenaa®Sy6teln Bradscalreron@yahoo.com Daze: 10 13:44:23 KeyTnlss® System: CLC 6.018 r2ce6. Vesion: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4.6-14-5.002/12 1 0-m 1-7-5 1 48 in 36.6lbs 2a-11 _ - .. . - .. 0-8-13 9 1 0 0-0-0 0-0-0 0-0-0 0-5-W-3-11 14-0 2-63 2.0-11 4-E-14 Cirtla lrtitIDe fut[rtrmur in wed. Sga�m iMiclln (mle�crmRinchM. S(bAIr8v EazM1 mL[iMoblk rorltld Eulemn rtgwrol Wloe mrnfimpva art eillNa. mr%a mvwi�vpmeis rtgi�'Rduro Gemal Nurafa fuller<Ivnfc+tim AllovsHi, sMe'lais fis.rrisis<�uWaWnsl cnShD AIR s1acersfemiim firca dFgmtlmdl11Simi Drip. FWinninfaeiertreryd�gat W16'Inn Mairuinfulaerniye rwynm Wl(i'�an fa nMialmd [tal ane[le6 CSI Deflection L (10c) Allowed W: amn) 1LaaiinUP Lf9A I LINT Be: RMN-51 IL Rol in UP L/9H I L1311 Wc4 ftMO,0 Cx/OHM-main M19A 3 M/N TC Cmiwnly Bnmi Cm I OH IL OR in M/999 3 2L/Sa BC Pwlin Simi, =Q in H—TL Go in 10 Reactions Summary a1Q51F< II Pi.ML) 2 1 tin AAIm 5 HRon (WL) 2 1 tin $,3N IS, II Pin(WL) 3 1 tin -158IM II Pln(WLt 3 1 2in l916:H 5 HRd] (WL) 3 1 tin 6301m II Pin ME) 4 1 2in A9It II Pin (WL) d I 2in SIIts H 5 HRdl ML) 4 1 2in 1.6s Rs f Page 261 of 570 ALL GENERAL NOTES OF'IHIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPoNENI DESIGN COCA .. NOTE THAT THE Carneron Engineering PROFESSIONAL ENGINEERS SC INDICATES ONLY THATMEMUSS ASSEMBLY SHOWN ON'IHIS SHEET hffE1S THE to MM APPLICABLE DESIGN CRITERIA FOR IMC—C. THE LOADS, MADING CONDILIONS. TRUSS MEMBER CONFTGURAItONS. AND SPANS WMD ON TILLS S1 . Lapm . CO WSN --' Cameron Engineering Truss: T06 �Y��A Phone: 303 800 6750 ]obl,[ m SuaG KeyBuild®System BI'HdSCHtfIelOn@yHh00.COm Daze: 09/26/10 13:44:23 KeyTmss® System Cee6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-644 -5.002 /12 1 0-5-0 1-7-5 1 48 in 36.6lbs 11 n( in - i e 11 Pin(WL) 5 1 tin Vlh,H 5 H RNI Mw 5 1 sin 751 IN 11 Pin(WL) 6 1 tin -1651h: II Pin(WL) 6 1 tin WUH 5 H Ron(WL) 6 1 tin -YORn 11 Pin(WL) 7 2in NQIM 11 Pln MU 7 2in -lll lle H 5 HRdH ML) 7 1 2in ALllh. Page 262 of 570 AIL GENERAL NOTES OF THIS DRAWING PACKAGE SBATL BE CONSMERED AS AN RGEGRAL PART OF TRUE COMPONENP DESIGN DOCM4NT. NOTE THATTIE Cancron Engineering PROFESSIONALENGNEERS SPALWDICAM ONLY THATTHETRUSS ASSEMBLY SHOWN ON TILLS SIff£PbniE1S'IHEINNIMUM APPIICABLEDESIGN CRHod,%FOR rlmC Can THEIDADS, IAADNG CONOEIIONS. MUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEEP Lnn nn i, C09NU Cameron Engineering Truss: T06 ~,mI".C. Phone: 303 800 6750 iobxame: SURG KeyBuild®System Bmdseameron@yahoo.Com Daze: 09/26/10 13:44:23 KeyTmss® System Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 4-6-14-5.002/12 1 0-M 1-7-5 1 48 in 36.6lbs 11 Pin(WL) 8 1 tin 5 HRcO(WO 8 1 tin Member Material Loads Summary Load Case Lrl: Std Live Load -1.w Id H d145IN CSI Max P Distributed loads Mew I_iiiiml La-nimi Dimtim Sp S. Ed Lod Tib Min, TT Cm N.m Ps M,f IDRf 48 in B. Cm Dvm Ry Ofnf Olaf Cain PdntLwds Mmb "Tim Di kpn lad ➢ibWldh TW 6b3 Unnn "Rn I[F16"M01wril6MIIM. Cm D-n Rdz Pointlmds MenFu 1 im D-tim lad TnbWidh TW 63-3 N.m 3DIb: Automated Load Case W l: MWFRS-LeB(Up) Dimllwed lmds Page 263 of 570 A GENFRALNO OPTHISDRAWWGPACK GESH BECONSOMMASANIN RALPARTOF'1HISCO.WONENTDEtIGN000U ..NOTETHAT'111E I Carnemn Engineering PROFESSIONAL E4GRRERS SFALPIDMAMONLYTHATTHETRUSS ASSEMBLY SHOWN ON THIS S=Nffi IS THEMB4VAlIM APPIICABIE DESIGN CMEJUAFUR I nSi( ( THE LOADS. WADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS IISIE)ONTHIS SHEET. Ivpymv. CO BYAi � Cameron Engineering Truss: T06 J `-- r.,Ta.PRG;�.,.�._ l Phone: 303 800 6750 1obName: SORG KeyBuild®System BradscameronC&yahoo.com Date: , 09/26/10 13:44:23 Key?mssg System Coe 6.018 Version: 1.183 Page: 4 o1`4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 4-6-14-5.002/12 1 0-5.0 1-7-5 1 48 in 36.61bs Automated Load Laze W2: MWFRS-Right(Up) D'umbuted Nods Bab, Not@f MIpf aim Rdx 51.57p:f 5157 p:f Min Rndx AIBpf MIBlnf min Automated Load Case W3: M WFRS-(Max Dn) Dislnbmed L.& Me Lonad.l Iaaim2 Dimim S v1 StM lud Ed1-d Tnb WiAh Ty JL50 WO NDam Rake 7.7I p:f 7.71 Hf ain TT 00n 4614 NUp ante 201'f 201 p:f 48in TW 4614 62-3 NUp Rate P$p:f 29.9'r 44in Automated Load Case W4: C&C(Suction) Dstraued lads MCM luaiml 1¢mim2 Ii— Spend Slat lmtl Edlml Tnb Wiah Tap 450 000 NUp Hann 319.9p:f A9.57p:f min TW 000 4414 NUp Rn IS e'r IAIS,f Min Tap 4 4 6?3 NUp Relx 3n.57'(` 299.57p.f min B. 2-111 4614 NUp RWc fl5.N'f iom'f Min I) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV Q= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 it x 102 ft, Enclosure Class: Enclosed,CCZone Width 9.30 ft.Theleft end vertical has not been exposed to wind. Theright and vertical has not been exposed to wind. This truss ism End Zone Truss. This Huss is not in a HunicaneProne Region. Load Combinations Member Forces Summary T.ue inan-MenG ]D, run CS2n—x w Ihnn,0—ano.. faa ifmlfemu fmmn.n Mial race) TCM Jai 0.f(b -Z11h: 11 E. -2913M b3 0.5Ai I.OMIIa .ISi lle'1 110 mW 45 0.695 40311tr.-1.3141E: SY n411 Lfle Rn Ile1611 0411 Lmz t Wei 48 0.. LSI]I% b5 1. 21161h� 1-IWIn Sd 0.G2 24:GIh. (-I,OIb1E) IS 0.594 0.2901hs (�25DIh:) M am a,8"blIn GTI.CCITPT.ATP.S Additional Notes: The end ofevery chord segment shall be braced laterally perpendicular to the plane ofthe truss. Lareul braces Shall be installed within 6" ofthe and ofeach chord segment. Page 264 of 570 ALLGENFA.9LNOTES OFlH6 DRAWING PACKAGESHALL BE CONSIDERED AS AN WRGRALPARTOFTHIS COM 14orr DESIGN WCUAffNT. NOTEt TTHE Camerpn EnglneAing PROFFSSIONALFNGWFF2f55FALINDICATES ONLYTHATTHEMUSS ASSEMBLY SHOWN ON THIS BHEEf MFEIS THEMWBUJM APPUCABLE DESIGN CRTHERIA FOR 1753C—Con THE IOA0.5.IAADWG CONDfIIONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS IJSMD ON THIS SHEEE. Ln,,R4 Co stern `a1 Cameron Engineering Truss: T07 rzSystem Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscameron@yah00.COn1 Daze: 09/26/10 13:44:24 KeyTmss® System Cm 6.018 Version: 1.183 Page: Iof4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-644 5.002/12 1 1-7-5 0." 1 48 in 421bs 3.0-11 3 8 0-1 0 2-6-3 3-0-it S-D 2-6-3 6-fi-14 Cirtleniidcwenremmwinr iMmle(ml<maantin<taS.'Fsslcrem'imYcuu mlka nenwr8urlelO5D5(Attp lmlvers mPv'Mmm:WHlk I2Ms. EM vJuciMram lk nmb r6T..1rtNiumd Whrel,—W.WIT Io end N is rtqumd Re(erloGereW Ntlo (afimkrclwi(alim Allw�'e aka Rt(ulerttiS URJmol perlk 1996A15151[cifwlimfv CdJFona151xl �ige M:timeinfavl<ruafuul¢<L A'16"mn Maimvnhlrnr<$ ratFjn9 A'16'�nn fue rLskn d' rd. finr IndnlYo4 nlal wattled CSI Deflwdon L (100 Allowed M: QM(I 2) Man"k UP L/915 051 L/M Be: R612M ILQ02in UP LI" 0-51 L/Y9 "N QuI24) Cam/014I Amin M/M 6 M/A TL Cwim ly Bm Can/OH Il (1m in M/993 1 M/90 BCPulin Spcng=48in Hm.M.Qfbin t Reactions Summary IT Lc Be Sneered R.I. 3T Be Mix Rear hfie mvU 5 Pin(WL) 1 I tin LW111¢ 5 1 2,IWIb 9 HRdI MQ I I 3.5in -MfI 9 1 IT IN -MN 5 Pin(WL) 2 1 tin 2107Ik 9 HRan ML) 2 1 35in -WIN 5 Pin(WL) 3 1 tin NMIW 5 Pj.ML) 3 1 tin In IN 9 HRoe ML) 3 1 15 in 491k 5 Pin OWL) 4 1 fin I.SMIN 5 Pin ML) 4 1 2in AINH 9 HSol (WL) 4 I 35in -3I61d Page 265 of 570 II Aft GPNPRAL NOIFS OFTHLS DRAWING PACKAGE SHALLBECONSIDERFDAS AN INTEGRAL PARTOFTHIS COMPONEMDFSIGN DOCUMENT. NOIETHATmP I Cirnnemn Engineering II PROFESSIONALENGINEERS SE WDTCATES ONLY THATTIETASS EMBLY SEMBLY SHOWN ON'DIIS SHISUIOEIS THEMWMIUM APNlCABU DESIGN CRITERIA FOR I.15J Ca<emt THE (DADS, IDADBVG CONDMONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS usm) ONTFBS SHEEC lvpred. CO Bffii Cameron Engineering Truss: T07 d Phone: 303 800 6750 IobNi ne: SURD KeyRDild®sySteRt Bradscameron@yahfw.com Date: 09/26/I0 I3:44:24 KeyTmss® Systene Cee6.018 Version: 1.183 Page: 3 of4 Report: Eog Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5.6-14 5.002/12 1 1-7.5 0-5.0 1 48 in 421bS e I 2in i 5 Pin WO 8 1 21n 2WSIMH 9 HRWONU 8 1 3.5 in Ifb itc Member Material CSI Bracing Max TWCMza (RIC1U4600WO am S� -3501t, 46t3 U0 i-o" 451'!lk'— wa1,i6^`.ffi1RSff5 W) Web1b 3tl61aTD pabil 0.ZB Ddrad 3N IS Wtbm J2SH2.5towt) a6TS�` — �Ik= 3151@-SIt914si1 ai91 Ud+am i989ax Will 3-0 _ _ 161051_Wki7 W62b ¢® =Uitimd ^2HB W6t 3%!S 3] W t0 aaa bdrad and I.?d51b: Loads Summary Load Case Lrl: Sod Live Load Di nbWW loads mmm tmaimt I�ia,2 Dnrtlinn Sum Sim wd adta,a Tnbwidh • Tap cm Dvm P�q mnr Misr aain Bu Cm Oo«n Pml Opf O,f Qin Point Inds mvm 1u'wim I'no" Ia Tnb Widb TT -1-F5 pnen m1w Load Case DI: Sod Dead Load DIIMN ed loads Mmhr I i. 1 o im2 mnaim Sl M Somme Ent Tnbwidb TW Cm Dam Net IBpf a,r 4'. H. ca. Dwnn Rat 10'r 10'r min Point lords Abdo I im Morn. 1,ni,J Tib WiM TT -1-T5 Dv+n ]Dlb Page 267 of 570 AD.GENERALNOTE90FTH15DRAWWGPACK GESH BECONSIDEREDASANINIFGRALPARTOFTHISCOMPONFNTDESIGNDOCtIMENT.NDIETIATTHE Canninn Engineering PROF6SIDNA MGLYF➢f5 SFALINDICATE50NLYTHATTHETRUSS ASSEMBLY SHOWN ON THIS Slff£FMEEIS THEMWIMUM APRMi BIEDERGN CRMJUA FOR nzcoe L-M THEWADS. WADWG CONDITIONS. MUSS MHMBEE CONFIGURATIONS. AND SPANS USTIDONTHIS SHEET. tmyam. CO R661 Cameron Engineering Truss: T07 `d uDSys xm- Phone: 303 800 6750 3abName: SURG KeyKeyTw System B7ad8C9I11efOn@yahOO.COm Date: 09/26/10 13:44:24 KeyTruss® System Cee6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14 5.002/12 1 1-7-5 0-5-0 1 48 in 42lbs Automated Load Case W l: M WFRS-Left(Up) DLstriburedloads Automated Load Case W2: MWFRS-Right(Up) Distributed loads as In asln Automated Load Case W3: M WFRS-(Max Dn) Distributed loads Automated Load Case W4: C&C(Suction) Distriamd Louis 1) This Bass has been designed in accordance with ASCE7-05,145 mph, ExposureC. The building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 A, Overall Building Dimensions of 93 If 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 Prone Region. Load Combinations / ImECmh, Fmm r pl I.OD rftIG9.Y91a9WI111O.S Additional Notes: The end ofevery chord segment shall bebrawd laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" of the end ofeach chord segment. Page 268 of 570 IIPROMSONALFTXONAL EEERS SF MEEALINOICAI60NLY THATTHEMU S ASSEMBLDRAWING PACKAGE SHAM BE CONSIDERED AS Y SHOWN ON THIS SHHFEIMEFTS THENINDA MIGAPPOLM�FSGNCCRnFRIA MR TTHEi I o nC com Engineering II 1HE WADS, WADING CONDmONS. 1RUSS MEMBER CONFIGURATIONS, AND SPANS MTED ON THIS SHEEP. Cameron Engineering Truss: T08 - ioau< Phone: 303 800 6750 JobNazne: SURG KeyKoild®System Brads�n(@yahoo.com Daze 09/26/10 13:44:25 System Cee 6.018 Version: 1.183 Page: 1 o1`4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5.6-14 -5A02/12 1 0-5-0 1-7-5 1 48 in 40.5lbs 0`-0_____ 30-11-11 — 2-6-3 13-5 3.0-11 3-0-11 5-614 0-8-13 8 1 0-00 0-0 0 0-5-0 0-5-0 2-1d 1 1 2-E-3 �0-5-0 3-0-11 5-6-14 Cinlwi`nwef lemcos9inwtn. Sdm indi efin rrm ine .'Faslerers iMacv lh �omisd#IOSDS (AL9D fm�oen mµmlar one WMlFe nentlir. Fxd velieiNwes lh mmhr Rtulems rtgirt6 Wlert tae[etimpan yeeillNal mtloa Unwin, a pnl<is"nd RehrwGertrW Nua arfw clanfcaim Allwadesharpftnv-is wleWwed lnlle 19J6A615fecifeuim fv CtldFvna151a1 Dmipr Maiwainfalerersp'ry m Wle mn MvilYain falaereQs napna MIT mnfrc-hsl d snwl mvavM CSI Deflection U (10c) Allowed W: amm TLn@in UP L/999 (1-2) LIM BC: am M LL:O01 in UP L/Wi 1 LIM W& am(2-57 cm/OHn:00/in 2L/999 3 MIM TCMnln-lyRn¢d Cm/ORL 00in 2LIM 3 9./50 BC PnEn 5Pxi,-48 in H.TU aw in 9 Reactions Summary 5 HBit 1Wq 1 1 tin Lmltr 10 Pin(WL) 2 1 2in 4UKH: 5 HBill (WL) 2 1 2in 21021h. 10 Pin IP/L) 3 1 2in A816s 10 Pin 1WU 3 1 2in 46HeH 5 HRoI ML) 3 I 2in fl11k 10 Pin ML) 4 I 2in .316 tm 10 an(WL) 4 1 2in -AfH 5 HRd) (W) 4 1 2in 1.SNl1 SSSS fE: a Page 269 of 570 IIALL PROFES�SONALENGWFFRS SPALRiDrAMS ONLYAL NOTES OF TIES DRAWING PACKAGE THATTHETRU55 ASSFA1BLHALL. BE CONSWERED AS YSHO NON'BUS SHEETMEM IHENUDIMM AP�ABAIEDESIGN CTRf IRR MRl ��C�0C. 1�3ng II THELOADS. LOADINO CONDf11NS. TRUSS MEMBpt CONFIGURAMONS, ANDSPANS LISTED ON THIS SHEET. im Cameron Engineering Truss: T08 f-nr ���.�u�" Phone: 303 800 6750 JobName: SURG KeyBuitd®Systenn Bmdscarneron@yahoo.com Daze: 09/26/10 13:44:26 Keyrmss@ System Cee 6.018 Version: 1.183 Page: 3 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14-5.002/12 1 0-5-0 1-7-5 1 48 in 40.5lbs 10 PIn(WL) 8 1 21n-zP51NH 5 HRd) MQ 8 1 tin-5.558IN Loads Summary Load Case LFI : Sol Live Load Diwibued loads M.� L diml I im2 Di— S. Slnn low Fitllad Tdbwidh Tw C. Oam Rq M,f M,f ain B. Cm fbm PIy Opf Olaf ain Point Lee& Men halt. nimim Lvtl UbWidb Tm 7-2-3 Ddm illy 1F.TlIfem 11gy[I IMIF..Tr Ba Cm Dave R6= IOP.r 10rnr 4in Poimlmds Mcn 1adim Diu m IaE Tdb Widh Tap 7-2-3 D— "IN Automated Load Case WI: MWFRS-Left(Up) Dlm3lltned loads Page 271 of 570 POFTSSSJO�ENGINFERS SMESOFVU`P WDRAWCATESONLY n4AG PACKAGE ATBE CONSIDERED AS TTHEMUSSS ASSSFMBLY 5H0 NONIOUS S=NIEEIS MIERAL PART OF TMS NUNWM APPUCABT DESIGN �p61GN CCRnRIA MR Cameron I1753C Cdo ng THE LOADS. LOADRiG COMMONS. TRUSS MENBPR CONFIGURATIONS, AND SPANS DSIPD ONTMS SHEET. , Cameron Engineering Truss: T08 wr9.Syste au Phone: 303 800 6750 JobName: SURG KeyKeyTru System BTadaCanleron@yahOO.COm Date: 09/26/10 13:44:26 KeyTruss® System Cee 6.018 Vernon: 1.193 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14-5D02/12 1 0-5-0 1-7.5 1 48 in 40.5 Has Autommd Load Case W2: MWFRS-Rigln(Up) Dicnburedl.Pads Icp bra Nup RLx Mul pf Not ref Min TT 5 14 7-b3 NUp Ra 51.50 pf SI.5s,f Min But 11-11 5614 NUp Rage Xapf Ala pf Min Automated Load Cue W3: MWFRS-(Max Dn) Dismbured loads Mep Inmiml l—a im2 Dinxlim Spell Slw 1,W End WN TiLWi6M1 TT 4" DOU Nf RNe 7.71 of 7.71 ant Min Try -004 5 14 NUp Rutz 201pf totpf Min TW W4 7-2-3 Nup Rate 29.53pf Mmpf Min Automated Load Case W4: C&C(Suction) Distribkedlmds in, LWI 5 14 NUP Rake IM67pf 1911.67inf Min Ty 56N 7-2-3 NUP Rule M59,1' 22.59pf Min Bp 3-I-11 5614 NUP ReM 85.05(ef SS05pf 41. 1)This truss has been designed in accordance with ASCE7-05,145 mph, ExposureC. The building is GablelHip with Building Category N (I 1.15), Mean Roof Height 37 ft, Overall Building Dirrensions 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 Trues. This truss is not in a HurrieaneProneRegion. Load Combinations Member Fonaes Summary TaNe i ticaa: Me 0. n—CS4 n—wiN f , aw, c . f amaeam finnan .amil r 9 mni BI now -TIIM -2 a7H-3.12D1h. 113 a5D LOfi il. -ISIIb1 19 bCM 6S UIIW 4.H91M -I,Sin ld S] Q2b 2WSIFa (olMl ZIO U25i NO Ile'1 WeE -] 0.2ID n41h: 2.338 p) 25 awl Sm lb (-3R IE) 34 0.8Z1 24fli lk (-LWb IEI I-5 0.591 3.4PItr. (-23381m) 3-0 0.811-SZ1516 GT TSSFT PT.ATFN Additional Nobs: N The end ofevery, chord segment shall be brazed laterally perpendicular to the plane of the Huss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 272 of 570 All. GENERAL NOTES OFIIMS DRAWING PACKAGESHA BECONSB7FAED M AN WIFGRALPARTOFTHIS CO(PONFNTDESIGN DOCUMENT. NOM'IUATME Craccnn Engineering PROFESSIONALENGINEERS SE MDICAIES ONLYTHATMEMUSS MSFx9BLY SHOWN ON MIS SHEEth1F£IS'IHEMB4N1UM APPIICABIE DESIGN CRITERIA FOR 1753c—c. ME (GADS. IGA)MG CONDMONS. MUSS FIFFIBM CONFIGMAnONS, AND SPANS USTED ON MRS SHEEP, Imp,va CO area lA-' Cameron Engineering Truss: T09 -[f ®' - _ .1. alu Phone: 303 800 6750 JobName: SURD KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:44:27 KeyTmss® System: Gm 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5.6-14 5.002/12 1 0-5-13 0-5-0 1 48 in 27.21bs �._.I 2.6-3 __.—_—F_ 3.0-11 0-5-0 —I-1 0-6-13 2-6-3 5.6-14 3-0-11 3 8 0 4 0 M 0-0-0 2-6-3 3-0-it i M-3 6-6-14 105-0-0. irtimef Icmmninwek. ik. "Fugerevs"iMicma lk NuihrafCI0SD5IAI560nemx 2�ItirtaN oe cNHlk nn E¢M1 valor iNdmla ik NutlaRlmleren rspi'rtS WlpemrcpimdyesxmllelmmlHs winnd Naind ns cnfl=wn. dvwin&eflwe is rtgvrtd RefcrWGererW Ntla lvfimkrclunfcvim Allwetle slunlm faslcrcris glcWvcdjplk 14MA151 Sfxificuimfu CtldFmml Slxl flaips Mainvnfuslc2rerycir¢Y 9,'16'min Mdddnf terereQe nrugntl Wl6 rmn lnencEslccl r! slxl evraied CSI Deflection L (100 Allowed Tc: RMO-2) TL oat In UP Lf 4A n:0 Lf 24a Bc: GM(B LLDin L/nR a3) L/391 We, o6/I R-5) C.I CH TL UO3 in R.IAA 6 21./SD w Cmimonlynrkw Cm/OHIL Rol In 2LI99i 1 M190 BC Pwlin Sivcim=l9 in HmM nat in 8 Reactions Summary Y HEd, (WL) 1 1 15in 5l 1. 9 1 1141W- 4121k JH{Ih: 4Blk 5 Pin ML) 1 I tin %Iih 9 HRd1 ML) 2 1 15 in ark 5 Pin(VL) 3 1 tin 3311k 5 Pin ML) 3 1 tin Pik 9 HRdl ML) 3 1 35 in Imlk 5 Pin(WL) 4 1 tin MN 5 N.Mo 4 1 tin M1kH 9 H Rd] M1.) 4 1 3.5in 11411d Page 273 of 570 AIL GENERAL NOTES OF ME DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THE COMPONENT DESIGN DOCUMENT. NOIETHATTHE Engineering CRmemn Engineering PROFESSIONALENGVnERSSP.4 DICATESONLYTHATTHEIRUss ASSF LYSHOWNOB3 SHFEf MFP MEMBNPoU PUCABLEDMIGN CRfIkR1A FOR ron THEI➢ADS, IAADLNG Cokn NDmONS.TRUSS F ER CONFIGURATIONS, AN9 SPANS LISTED ON THIS SHFPL InpivL Co tarn Cameron Engineering Truss: T09 d Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscanxron@yahoo.com Daze: 09/26/10 I3:44:27 KeyTmss® System Cee 6.019 Vmian: 1.183 Page: 2of4 Report: Eng Plot SPAN PUCFI QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14 5.002112 1 0-5-13 0-5-0 1 48 in 27.2lbs m( In 5 Pin MQ 5 1 tin 28Itr.H 9 HRdl ML) 5 i ].Sin aft 5 Pin(WL) 6 1 tin 6 ft 5 Pin (WL) 6 1 tin mRnH 9 HR"RL) 6 1 15 in 351% 5 Pin (WL) 7 I tin 4171s 5 Pin DYL) 7 1 tin mitnH 9 HRdI(WL) 7 1 3,5 in -21211n Page 274 of 570 AIL GENBRAL NOTES OF MIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN Dl1CUM .. NOIETHAT THE Cameron Engineering PROFESSIONAL ENGINEERS SEAL PIDICAThS ONLY MAT THE MUSS AssFMBLY SHOWN ON THIS SHEEP MFPIS'THE MMIMUM AW AB1E DESIGN CRITERIA FOR 1mc—Lan THE IAADS. WADING CONDEGONS. TRUSS M ER CONIGURAMON5. AND SPANS LISTED ON THIS SHEET. Iolmo4COB)503 ti F Cameron Engineering Truss: T09 Phone: 303 800 6750 lobNane: SUNG KeyEnila®System BradscaTwronC&yahoo.com Daze: 09/26/10 13:44:27 Ke Tmss® System: Cee 6.018 Verson: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH QTY OEIL OHR PLYS SPACING WGT/PLY 5.6-14 5.002112 1 0-5-13 0-5-0 1 48 in 27.2lbs 5 Pin(WL) a 1 2m ].AI Ih.H 9 It Rai ML) 8 1 a5 in B ftn Loads Summary Load Case LII: Std Live Load DLmnbmdlnnds Mc r L tamI L tim2 D,... Smvi S. LoA Etllml Tnb Widh Tv, C. fM+m Hq IDPd Z),f lain Ba Cm Dmvn P y Opt Op:f Min Load CmD1: Sod Dead Load Dismbined lands Mcrz✓sr Uvaiml 1xrnim2 Di—im SvenI S. LoW Etl 1—i Tnb Widh 'Rp Cm Dann Rate 10pf IOpf Min BG Cm fknvn RMe 10p1' 10pf mi. Automated Load Case W l: MWPRS-LeaNP) 000 W4 N Up Relx 5614 AI-14 NUp RM, 000 Y53 N Up Re Page 275 of 570 IIPROFESDSONAL FAN IMIRS SFALLNDCATES O OYnUiTTHETRUSS MSFMBL SHOOWWNN ON MI550HEEThn£IS IHEFrsJIMUM APPIICAB�OFSION RIMIUA MATMinFOR I CmOCannenon Engineering II THE WADS. LOADIM CONDITIONS. TRUSS M fft CONFIGURATIONS. AND SPANS USTED ON THIS SHFPI. IoSn ...,r anrN:r.,<" KeyBuild"stern KeyTFMfQ Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscameron@yahoo.com Truss: 7obblame: Date: System Page: Report: T09 SURG 09/26/10 13:44:27 Cee6D18 4of4 Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14 5.002/12 1 0-5-13 0-5-0 1 48 in 27.2lbs Automaed Load Case W2: MWFRS-Right(Hp) Distributed Lmds MmM Looniml LaMim2 Di.im Sped Smn lme End1avG Tnb Widh Tap 8513 Ono NUp RnF T1.96fcf 21.96tcf Min TT Eno 5614 HOP RnIn 3).67Z V69'f min Tap 5614 SII-14 NUp RA 27%'f R.96p:f 4ain Automated Load Laze W3: MWFRS{Mm Dn) Deaributedlaads MmEa Irtwimi Isn Din,arm Di6m stR wl sLme E`JLd Tnnwiuh Tap 4513 non NUp Raw 29%'f 2959p.f Min TT 000 SEW NUP Than 2@µf 102'r Min TT 5614 SII-14 NDavn Rise 2711nf 7]I ref Min Automated Load Case W4: C&C(Suction) Disnblaed Inads Tap 000 5614 NUp Rate 1M671cf Asw p:f 4e in Ty 5614 SII-14 NUp Rnke 2 59'f MN,f Min B4 nn) 2-5.3 N UP Rake a m'f no p:f Min 1) This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C.Thebuilding is GableMip with Building Category IV a 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 Hunicane Prone Region. Load Combination Member Forces Summary Table iMcwa: M<�rtn ro. m Est, muni fua, (m nnvn fuse ifrfcun fno mu adal f ) mm 1-1 n159 b NIFeI l-1 am .Lm Rs 23 aGn SS71tr. m BCM 94 a5W 01h 6S n59 aun.. F-Wih:) 56 BUN 01k Wth IL 1-3131d 23 Me 2616Ib (-]InI�) 34 0.455 I,Y51M (2lllFe) 1-5 M QA9 3411b (-31a 1k1 2a 0.432 -7241k OT TCCFT PT ATRc Additional Notes: The end of every chord segment shall be braced laterally perpendicular to the plane of the truss. Lateral braces shall be installed within 6" of the end of each chord segment. Page 276 of 570 ALL GENERAL NOTES OF MIS DRAWING PACKAGESHALL BE CONSIDERED AS AN INIEGRALPART OF THIS COMPONENT DESIGN eGCUMFNf. NOTEMSTTHE ro Cannen Engineering PROFESSIONALFNOM025 SPALPIDWAT6ONLY 'THAT'THETRUSS ASSEMBLY SHOWN ONTRIS SHEETME£ISMEMMovNM APPLICABLE DESIGN CRIMUA FOR 17DC—Cm THE=S. WADING CONDITIONS, TRUSS NIEMBPR CONFIGURATIONS, AND SPANS MTED ONMLS SHEET. ��oR CO Cameron Engineering Truss: T10 .A,a,.Rt;.�1,.I Phone: 303 800 6750 ]obName: SURG KeyBuild®System Bradscarneron@yahoo.coin Due: 09/26/10 13:44:28 KeyTmssb System Gee 6.018 Version: 1.183 Page: Iof4 Report: Eng Plot SPAN Prrai QTY OHL OHR PLYS SPACING WGT/PLY 5fi-14-5.002112 1 0-5-0 0-5-13 1 48 in 29.2lbs 0-5-0 3-0-11 2-6-3 0-613 3.0-11_— Sfi14 3-0-11 0-8.13 8 i / 9 0.0-0 0-0A 0.5-0,0-50 -11 2-53 1 5-0 3-0-11 5414 0.M Cirtia ir6ae (S.1oCaYI h ncM. Snrva in6cue Ou1O0a904 MdvO:. 'Fatvm' inFaa Jennierrl41o5O5 (AL50lmuen rsFSMu w m1AJe nmbc. Edt•nlm iNmic 1h tutbcQtssmvx rtgimt Wlee mamim Plan aecJledw m0u treM�g nlYue is mpml RLerbG ,JNm fufinlcclaificYim Allantlealumlcfalvc is doiNelpl1c 196A6151cifaimfa CdMand51m1 �i(v Minainlmtana�ttoa MlC mn Maitavin6 1ver�tapna ylY mnfv o'ASMJ seal ancM CSI Deflection U (10c) Allowed TC: U8190 TL OO2iv UP L/M (1-m L/2D BC: 0m2(SO I Oin L/9A (.2) LIW Weh n9 os, Can/OHTL003in Em 3 ml TC cnnt nlyl, ¢ C. /OH LL not M 9A 3 M SO BCPWin Sl i,=48in HmM One in 9 Reactions Summary IT IL RC n Witl Reanim IT BC M:u Rtaa M Gnneu ift MVMWFRSU iv Mw C&CU 10 Pin(WL) I I tin IN 10 I 1141h: -212:W d&!1 5 H Rdl (WQ I I tin 481M 5 I 951 IM ES311e -3.9121M 10 Piv(WL) 2 1 21. SS IM 5 HRan (WU 2 1 tin 951 IM1 to Pin(WL) 3 1 tin Im1E: 10 Pin IWU 3 1 tin 311MH 5 HRdI(WU 3 1 tin 3311h 10 Pin(WL) 4 1 2m 11411a 10 Fiv(WU 4 1 tin -31MN 5 HRan MU 4 1 tin m1b, Page 277 of 570 AfL GENERAL MOUOF THIS DRAPING PACKAGE SHALL BECONSDERm AS AN V EGRAL PART OF THIS COM1ffONFM DESIGN DOCUMENT. NOTE THAT THE I GamemnEnginwiing PROFFSSIONALEMNEERS SlU INDICATES ONLY THATTHETRUSS ASSQARLY SHOWN ON THIS SI MFE13'DIE MWMRR,i APPLICABIEOFSIGN CROTRJA FOR U5cc. THE IOADS.I QNG COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS MTED ON THIS SHEEP. L� CO 91m Cameron Engineering Truss: T10 _ a+aw• Phone: 303 800 6750 JobName: SUKG KeyKeyTnaSystem Bradscameron@yahoo.com Date : 09/26/10 13:44:28 Ke yTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-6-14-5.002112 1 0-5-0 0-5-13 1 48 in 29.2lbs 10 Pi.ML) 8 1 5 HRdl Ml.) 8 1 tin -1.70 Is tin 39121% Loads Sunvnary Load Case Lrl: Std Live Load Dismbuied loads Mew I inn, Ia.,iim2 Diremm sw,4 sanlme E,U. Tnbwiab TAP C. Di"n Rnl M,F IDp,'f 48 in B4 Cm Dave pry 0,1' 0'r Qin Load Case DI: Std Dead Load B. C. Davn RA,, 10,f 10,f 48 in Automated Load Case W l: MWFRS-Left(Up) Dimibured leads Me� L nm1 1 iim2 D-tim sine alm lml PN WW Tnb Widh TW 45f1 400 NUp Rate V.%pif n%,f kin Tq JI00 W4 NUp Rete RW,f X..W,r 48in TT W4 6,11 NUp Rake V1%,O n%,f Cain Page 279 of 570 IIPOFFS�SONAL GSINFF]SSSPAMIICATFSONLOYI TTHUMSSASSSENIBLYSHOWNONT SOHFI:rMF£IS �NUM�PUCCAB �BIGN CCRf1ER1AMTMap �ILson ��e C0Engineering II THE IDADS.WUDWG COMMONS. TRUSS MPMBERCONFIGURATIONS, AND SPANS USTFD ON THIS SHEET. 1'p5C Cant Cameron Engineering Truss: TIO - - dam LYf[ '41Y Phone: 303 800 6750 JobName: SORG KeyBuild®Sys System Bradscameron@yahoo.com Daze: 09/26/10 13:44:28 KeyTruss® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5.6-14-5.002/12 1 0-5-0 0-5-13 1 48 in 29.2lbs Automated Load Case W2: MWFRS-Right(Up) DLm1b ed loads TT 400 564 NUp Rv4 A011 pf Mal ppf min TW Sb4 6011 NUP SO= 51.58n.f 51.58,u Min Ba Mi 1 5614 NUP Ro 2118p:f MJB,f - Min Automated load Case W3: M WFRS-(Max Dn) Di9''baed I.& n4Ma I iunI Imlim2 Din,Oim So Son lml FiJ Lvtl Tib Wdh TW -050 400 NDam R. 7.71, 7.7I p,'f Min Tp DOO 5614 NUP Rah 2021f 20Epf Min TT 5614 6 11 NUP Rntx 2958R.f H58pf Min Automated Load Case W4: C&C(Suction) Diarlbuled loads TT -000 5614 NUp Reke HR67lef H967p.f Min TT 5 14 6011 NUp Rn 3 s,r 2859µf min Ba M-II 5 14 NUp Rake 8505 fef K05 p:f Min 1)This truss has been designed in accordance with ASCE7-05,145 rnph, Exposure C. The building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 It x 102 ft, Enclosure ©ass: 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 Buss is an End Zone Truss. This truss is not in a Hurricane None Region. Load CombinadDns GUSSET PLATES Additional Notes: The end ofevery chord sego ent shall bebrued laterally perpendicularto the plane of the truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 280 of 570 THOMSSPDNI ENGVEERS ONS. DMATBCUSS �nYTHAATLLTHETRUSSER SS AENDSPANSWNO DHSS A4EIS THENIN UM APPPUCAB�DESIGN CTRUER1A FORT 17. roman Engineering II 1733CmCCavl Cameron Engineering Truss: Tl l Aw4 (: Phone: 303 800 6750 JobNamc SURG KeyKeyTm System d@Systcm BscnmnC@yahoo.com ahoo.com }' Daze 09/26/10 13:44:29 KeyTmss® Sys1e11c (re 6.018 Version: 1.183 Page 1 o174 Report: Eng Plot SPAN WICH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-I1 5.004/12 1 0-3-0 0-5-0 1 48 in 43Albs g7 59ll_-- _0"0 5-9-11 1.7.12 4-0-13 2 7 n 5f12 1 6 In 5 3 0-0-0 0-0-0 5-5-11 0-5G 0 5 9-11 Cucle iNme fatvemn wweq. Sgma i�6eue fmlacmn intivut. 'Fuiem' i�d®a Ie�utleQIIOSOS (A60l�lam �goMa vead'llfe/mrL'i FatLnLe i�dm¢n Ne na6: rlfminm rtgimi Wlvemvdimliva m dlvla4 mllis hewi�gvllmc is rega�0.vbwG<�No� fmfullvtivri6olim Alltuane[lcvle fazlvvisdNsrJ lcfh l9bALSI SIeinaimfvCddFmNSIN Drsitn 64iMinlalav[(m ma SY16'�nn N'winfaleca{s mvpn&LI6'mnfv vANmR Dal mmnM CSI Deflection IJ (loc) Allowed TC: 88MB-2) M'Rl2in UP L/SO 0-A LIM Be: DW@3) ULaMin LI9A 04) LIM Wek QM(2-3) cm Qa`in 2L/565 6 ml 2CCminuly Bv� 2H2 C. OHIL0in UP 2L1M 6 2L/SO BCPoiin SHei,=48in Hme Mawin 2 Reactions Summary IT T UC BC Birwid Reutim IT BC Mm Rem Mar Gmvllifl M NWFRSUFHA M C&CO ifl M U ill MU Hinz 4 Pin OWL) 1 1 tin mltr 4 I S"ld -lin -LA lfe -L. IM Lw It 8 HRtlI(WLl 1 I 15 in MtB I Cn lh N51h -23LIM -VVn ft 4 Pin(WI) 2 1 tin Sn/ 8 HRIB ML) 2 1 15 in 4211b 4 Pin1WL) 3 1 tin mlta 4 Pin(WL) 3 1 tin 251biH 8 HRdI DVEI 3 1 15 in mftb 4 Pin(WL) 4 1 tin Yb IH 4 Nv(WL) 4 1 2in n114H 8 HRdl( 4 1 15 in mtlt Page 281 of 570 ALL GENERAL HEMS OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIORAL PART OF THIS CO.MPONFNP DESIGN COCUI.. NOTETHAT THE Cameron Engineering PROFESSIONALE'GINEERS SEAL MDICATES ONLYMATMEMUSS ASSEABLY SHOWN ONTHIS SI ME MEMINIMUMAPPIICABLE DESIGN CRBURIA FOR FI53c c. T2@IEADS. LEADING CONOBBONS. TRUSS M BER COWGURATIONS. AND SPANS US1FD ONnnS SHEET. Impm4.COnIIU' Cameron Engineering Truss: Tl l Phone: 303 800 6750 lobName: SURG r.F.ntmt:.K.,. KeyEuild®System Bradscwmmn@yahoo.com Daze: 09/26/10 13:44:29 KeyTmss® System COB 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PUCH QTY OHL ORR PLYS SPACING WGT/PLY 5-9-11 5.004/12 1 0-3-0 0.5-0 1 48 in 43.4lbs 4 Pin ML) s 1 tin 1.669Ih+H 8 HRdl ML) 8 1 3.5in -2mi3 Loads Summary Load Case Lrl: Sid Live Load Dam Pmj 0 Load Case D1: Sid Dead Load D) 'bmed toads mt,M Lzoiml lxnim3 Dimvim Sn-,l 3w ImJ FM lml UbWimb Tip Cal Dam RLLe 10,f IUlf "in B. Cm Dam Rate 10,0 10p:f 4Bin Autorrated Load Case W l: MWERS-Lea(Up) M,fta ued loads Tip 5411 6bt1 NUp Rain 14.0@f 143,f min B. 000 D.iO NUp Rave $IBpf RIBp:f Min Autorllated Lead CaseW2: MWFi Right(Up) Dimbmsd Loads Mcrr§+ loaliml 1-alim2 Direnim Sam Stan lml Etll®tl 'nib Wi86 Ttp UNI L00 NUp Rate V..%'f T.%,l Min Tap 4WB 5411 NUp Rake V.W,f Xw of Min Tap 5 11 6L11 NUp Rakn V.96'f Via Rf min ALL GENFAAL NOME OF ME DRAWING PACKAGE SHAM BE CONSMERED AS AN WIHRAL PART OF IRIS CONWONFNT DFSMN DOCIA FNf. NOM IVOT ME PROFFSSIONALFNGPoE-RS SEALP'DICATES ONLY MATIHEIRUSS ASSEMBLY SHOWN ON THIS SHMOMFEIS MEMMLNUM APPUCAB1EDESIGN CRIME" FOR MEWAOS. IAADNG COMMONS, TRUSS MEMBER CONFIGURARONS, AND SPANS IJSTEDONMUS SHEET. Page 283 of 570 Cameron Engineering IMCne Cam Lay4ml. CO tow Cameron Engineering Truss: T11 • - $ - l.0 • mle Phone: 303 800 6750 ]obbbare: SORG Systev KeyKeyTm System ' BLadscanleronQyahoo.com Date: 09/26/10 13:44:29 KeyTress® System Cee 6.018 Version: 1.183 Page: 4of4 Report Ens Plot SPAN PHICH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-11 5.004/12 1 0-3-0 0-5-0 1 48 in 43.41bs Automated Load Case W3: M WFRS-(Max Dn) Dlsmbutedluadt 14 h lat'aliml Ewiim2 Dimlion Spe1 Stw 4M FMWd HHWidh Top D30 OBO NUp Rake 2Y561nf N%'f 01n TN 400 5411 NUp Role 2Rf 21nf Min TW 5411 6111 NDavn Rake 7.72'r 7.72Rf Min Automated Load Cate W4: C&C(Suction) Ditmbmed loads Tp LIW Syll NUp R&t ]a Ilaf last p:f Min Tap 1411 62-11 NUp Rake ZM21Rf nr,r Min B. me 030 NUp Rate Rngf 8431nf Min 1) 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), 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 tress is an End Zone Truss. This truss is not in a Hurricane Pone Region. Load Combinations Member Forces Summary rue in i.a lu nm0. nu.CSL ma. a.ial r . (—.mw. ra ifmlfl. fnin—aaal f ) (ii ISSFT PT-ATRS Additional Notes: Wareing: Possible conflicts in geometry may require additional design review. The end ofevery chord segment shall be braced laterally perpendicularto the plane of the tress. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 284 of 570 ALL G� H UTal nEngineering pxewNERSSoUNDCARSO�nnSEmLYTrvsWNNusShifEls TNENUNFuw"NICcnBnrsIGCRITERIA MRm�Tw w IamcoN�nsnnoryPo+oBlW3 II Cameron Engineering Truss: T12 - a. ' Phone: 303 800 6750 7obNinm S1JRG KeyBuild®System Bradscatneron@yahoo.Com Daze: 09/26/I0 I3:44:30 KeyTmss® System: Cee6D18 Version: 1.183 Paget 1 of4 Repon: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 74-11 4996/12 1 0-54 0-0-0 1 48 in 49.91bs �5-1�-- 312 __+__3-1-2T+ 1-2-6 ' 3-1-2 6-2-574-11 4-6-11 2-1-12 2.1-12 9 1 (M B 040 B-5q-5-0 59-5 1-2-6 5 6-2-5 ]L11 CiNa 6daefaumaan innr>6. Sgmes i�da<Lalvcavn intivd. 'Fmlaei iNaelk nvtcd/IOSDS (FLtllfsslvvs nq:�vae ald0eavhr. ErN.Um 0i6ma 0e nn4idLulam rt.W� WM1¢e msenim dvesmollntw m02s heviynplve is rtqum4 Ref loCvcW Nve fufuevUarifcYim Allwatle¢Iry la LelvciSdNaW IV Ih 19b A15151eifiaimfv CdbfmivlSW Rsips Mvmdntnluet¢ryvgv YlE mn MaiUUvfa�uveq>; m�@nv A'IC irvn (n [n'Aslmd nN m¢viM CSI Deflection IJ (100 Allowed W: aw(,-A 7,Q(Vin UP LI" (6'a LIM 9C: ONCp3l ILamin L/4A (0) LIW Weh IMU-I) H.M a@in 2 BC Pwlin Spni�=4A in Reactions Summary 5 HRUI MW I I tin MN 5 I 10 Fin(WL) 2 1 tin . N 5 HRUI IWO 2 I tin "IN 10 Fin MW 3 1 tin MR, 10 Pin(WL) 3 1 tin -1611sH 5 HRUI IWW 3 1 Din 310IN 0 P MQ J 1 tin =IN 10 Pin( < 1 Din 421NIA 5 HRd) WO L 1 tin 553IN Page 285 of 570 IIPROPPSSRN�L ETG]SEFRNOMi OF S SELL INDICATES ONDRAWING GY'HWT'nlE MUSS ASSEMBLYSHOWN ON MIS SIRES NIEEM THE MWN111M APPPUCABLE DESIGNCCRITERIA MR I T TKE CO 17O C—C. II TH:IAADS, DOMBIG(ONDIIIONS.'I M MENBFR CONFlGURATGNS. AND SPANS LiSM ON MIS SHEPI'. Cameron Engineering Truss: T12 - A� . Phone: 303 800 6750 IobName: SURG �.rr.Syste�.u, KeyBuild®System BradscaE�on@yahoo.com Daze: 09/26/10 13:44:30 KeyTnrss® System Cee6.018 Version: 1.183 Page: 2 of 4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 74-11 -4996/12 1 0-5-0 0-0-0 1 48 in 49.9lbs 10 rut in 10 Pln(WL) 5 1 tin -12laH 5 HRai(Wq 5 1 tin 31511: 10 Pin(WL) 6 1 tin 5 Iftd 10 Pi.(WL) 6 1 tin -0blh.H 5 HR'l ML) 6 1 tin -MR, In I'm(WL) 7 1 tin dM Is IB Pi.(WL) 7 I tin -2Al1all 5 HRai MU 7 1 tin dnitr Page 286 of 570 A GFNERALNO OF'IHISORAWWGPACK GESHA BECONSIOMMASAN RALPARTOFTHISCOWONF DMIGNCOCII ..NOIETHATlm Carnmit Engineering PROMSIONAL CAJF➢t'SSEll. MCATES ONLY THAT'mEE'TRUSS ASSEMBLY SHOWN ONTRISSHEm]AElHSTREhIDJPNMAPPUCABIEDESIGN CRIRAIA FOR 1]AC.Can THEIAADS. WADING CONOn10N5. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SHEEP. may, ro nlcio Cameron Engineering Truss: T12 -- c`1 L\Q SLIL Phone: 303 800 6750 JobName: SURG Sy.t KeyBuild®System Bradscanleron@yxhoo.com Daze: 09/26/10 13:44:30 KeyTmss® System: Gx 6.018 Version: 1.183 Page: 3 of4 Report: Eng Piot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 74-11 -4.996/12 1 0-5-0 0-" 1 48 in 49.9lbs 10 PmfW1.i a 1 zin-L�s1mx 5 HRWIM 8 I Sin-1.3391E: Loads Summary Load Cue LA: Sod Live Load Dimlbmed loads Menem I iml �imz nimim S � S.lmtl FNlmf Tib Wikb TT Cm Dom pm M,f Ap:f 4in B. Cm W.m %oj O,f Opf Iain Load CaseDI: Std Dead Load D=bXed Leads m.mb. tamiml I imz Dimoim Sw See oma P.mlma Tnb Wiab Tap Cm Dem Ra 10,f 10,f 48m B. Cm Dem Rrts IOfxf 10,f Q9i Automated Load Case W h MWFRS-LeR(Up) Dilnbftdl.oeds Rave R..m RWx 51.6) Page 287 of 570 P�RESSIOnl.xomcoP��S. LOADING lmS o VQm�uMSS Onmm TTHEMn ASSMAND s�s SHOWN ONMRRSSON SDETMUS IHE l UMlDn UCAB�¢YJn cCR=R RO 1umc�cc.Canmn II Cameron Engineering Truss: T12 /�'�' V r..7vl.ol.�7r� Phone: 303 800 6750 7obNanle: SLUG KeyBuild®System BTadscarnemn@yahoo.com Daze. 09/26/10 13:44:30 KeyTnlss® System Ow 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 74-11 -4.996/12 1 0-5-0 0-04 1 48 in - 49.9lbs Autumnal Load Case W2: MWFRS-Right(Up) Dimiburd loads TT U00 615 NUp Rt Am p:f NM,r mi. Ty 62-5 7411 NUp Re 51.67Icf 51.67 pf am Automated Load Case W3: M WFRS-(Max Dn) Dismbmaed leads Morin torsi. n Imlim2 Di.im Sp N 4an lad But Tnb WiM TM 850 GG0 NDam Rv 7.67pf 7.67Pf am Tm 000 62 5 NUp ReFe 205pf 205fcf mis Automated Load Cue W4: C&C(Suction) Dialbmed Inds TV 625 7411 NUp Rats 1P.061nf 07061sf 48in 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gablel[Up 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 end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane PDneftegion. Load Combinations I ladcm Fx<m I nl 1.® l7— U1jt 1 Forces Summary TZH<iNm,e:Mmtem.—CSL GUSSET PLATES H6R firm muv W ft—) Additional Notes: The end ofevery chord segment shall bebracod laterally pelpendicularto the plane of the Huss. Lateral braces shall be installed within 6" of tbeend ofeach chord segment. Page 288 of 570 IIPROFFSSIONALFNGIOMIS DRAWING NEER5 SELL WDKArax ONLGY7HHAATT'1NETRUSASSEh1aLBE CONSUHRED AS YSHOWN ONTHIS SHE£fhffE1S THEMIMUMI APPGN ���ESIGNCNUITERIA MR r THE I L1751�C. Carracran II THEWD .WA NGCONDMONS.TRUSSMEMBERCONRGURADONS.ANOSPANSW=ON7 SHEEP. W Cameron Engineering Truss: T13 w9M� Phone: 303 800 6750 JobName: SURG KeyBuild®System BIad8C8111CI0n@yahoo.Com Daze: 09/26/I0 13:44:31 KeyTmss® System Cm 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WOT/PLY 9-6-14 5.001/12 1 1-7-5 0-5-0 1 48 in 71.2lbs ! 1-7-5 2-fiJ T 3-6-5 3-6-5 5-0 2-fi-3 6.0-8 0-5-13 9-6.14 4.6-11 4 10 0-0.0 I 0-D-0 2-6-3 3-6-5 3.6-5 D-5 0 " 2-6-3 6-0-8 9-6-14 Ciala indcne fnnmrw in wed. S9no iaGnn Ennermn inc . Tn,e a' irSma lM nnBrd610SDS WSO fnnuma mµiWK meNdlM1e nenb. E velm iMiml id nnndrarnnR n,,n i When, miampm nn, dJnjw In Ns Onwignpinwi[onid"RNcrwOn.nlN. fafiNerclanfralim All—atie i1wnrm rnennxie mlcwwwwlr IY.6ALS1 sfcifaim fa Cdd Slalf ipi. Wain rlsnn—f!Tni9'16"Mr. hlnninfnlem�.On. 91W mnfveafislvad 61u♦' tan[41M CSI Deflection L (Toe) Allowed TC: O.NSO-2) MaMnUP LI%9 (56) LIM BC :y a625 (56) ILa01d L/9A (SN LIM web 8.521 (2-]) Cm IDH'IL:affiin UP 9,/999 9 M190 w cnnfi�Iy Bn Cm I OH IL 001 in mim 1 7LIW BC PWin S,ci,=Q in H— M QW in 9 Reactions Sunvntav II HRdI ML) 2 1 3.5in 4VId 7 Pin(WL) 3 I tin 3HId 7 pin (WE, 3 tin BEINH II HR61( 1.1 3 1 3.5in 314IN 7 Pin ML) 4 1 2in MIN 7 Pin ML) 4 1 2in WINH II HRd1 ML) 4 1 35in 4RId 4HId -].WIN -I,M iN Page 289 of 570 IIALL GENERAL MISS OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN m RAL PART OF ME CONVENIENT DESIGN DOCUMENT. NOTE MAT THE I Cameron Engineering II PROFESSIONAL EMINEEII'S SEAL INDICAT60NLY THAT THE TRUSS ASSEMBLY SHOWN ON ME SHEET USEESTHE M NUM APPLICABLE DESIGN CRITERIA FOR 1.153 Coe C. THE WALE. LOADNG CONDITIONS. MUSS MEMBER CONFIGURAHENS, AND SPANS LISTED ON THIS SEEM Lu .CO Saw Cameron Engineering Truss: T13 iL vr�uml. Phone: 303 800 6750 lobxame: SURD nt KeyKeyTwsystem BladsCallleron@yah00.COm Date: 09/26/10 13:44:32 xeyTm1.18 System Cee 6.018 Version: 1.183 Page: 3 Report: Eng Plot SPAN PrrCFi QTY OHL OHR PLYS SPACING WGT/PLY 9-6-14 5.001/12 1 1-7-5 0-5-0 1 48 in 71.2lbs 7 Pin AWL) 8 1 tin P#11t�H 11 HRdi(WL) 8 1 15 in-I,Wli1 Loads Summary Load Case Lrl: Std Live LHad B. Cm D-n Pmi Olsf Op:f min Load Case Dh Std Dead Load Disldb-d lids Menh t_niml Imliml on.. 5 n1 an. lmd FN lmtl Tnb Wimb Tap CaY Hewn RB IOlaf IOpsf gain B. (iR Dnm It a 101ef 10fef min Autotnated Load Case WE M WFRS-]xft(Up) Diatr.-tatcd Wads Page 291 of 570 11 II aM11OMSIO �EFGADING coNo o smiI sSS OMYnHM TTHEmMnn N8,SISHBAND s SH SHOWN ON THIS S=�S�THB �IMUmwN�UCABIE DESIGN c]a1ThRw M: I l 1733c c. ng II 9Core Con Cameron Engineering Truss: T13 ��Jj�4p� ___ alv ' Phone: 303 800 6750 Tobslaue: SURG ® c.4aSys R1,R... Key Build®System Ti13dsCNnelOn@y9h00.00111 Daze: 09/26/I0 13:44:32 KeyTmss@ System Oee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-6-14 5.001/12 1 1-7-5 0-" 1 48 in 71.2lbs Automated Load Case W2: MWFRS-Right(Up) Ty oon 9614 TT 9614 911-14 Automated Load Cue W3: MWFRS-(Max Dn) Tap Don 9 14 Try 9 14 911-14 Automated Load Case W4: C&C(Suction) Tap 040 &H-11 Nor I"e IN44 p:f =11 4Y in Tap 611-II 9614 NUp Th" Ih441nf IN411nf at. Tw N&H 911A4 Nor Rdt mfj3p:f 17113, min B. Doe bS3 NUp Rah Mmpf MWpf at. 1) This truss has been designed in accordance with ASCE7-05,145 mph, ExposumC. The building is GabldHip with Building Category IV (1= 1.15),Mean Roof Height 37 ft, Ovemll Building Dimensions of93 ftx 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 ism End Zone Truss. This truss is not in a 1 Hunicane Plane Region. Load Combinations � tmticm Fmv I DI [.an Member Forces Summary Tale ipaw,«: meaex 0., CS]. xsf 191 am miI Wumlz3 aim -Fnl� GUSSET' PLATES f ifdReun fiunn "al runs) am PIN Additional Notes: Theend ofevery chord segment shall bebmced laterally perpendicular to the plane of the truss. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 292 of 570 AILGFNEI NOTESOFTH DRAWWGPACMCESH BECONSMMMASANP'ITf,RALPARTOFMCOWONFNTDESIGND]CG ..NOTE' TTHE Caemn Engincering PROFESSIONAL FNGWEFRS SFALWD'CAM ONLYTHATTHETRUSS ASSFMBLY SHOWN ONTHIS SHEETIAETS THEMPBMUM APPLICABLE DESI NCRIMULA FOR I75ICve C. THEWADS. LOADING CONDITIONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS USIED ON THIS SHEET. U.COS r 1— Cameron Engineering Truss: T14 .� - Phone: 303 800 6750 lobName: ' SURG NR KeySystem BradsCffinerOn@Y ahoo.com Date 09/26/10 13:44:33 Keyrm e}?mss® System: Coe 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-6-14-5.001/12 1 0-5-0 1-7-5 1 48in 71.21bs 4-8-11 - - - - - - 0-8.13 10 1 1 0-0-0 0-0.0 0-5-0-5-0 3-1.5 3-6-5 2-8-3 -5-0 3-6-5 7-0-11 9fi-14 Cirtlu iM1AWIe G[I[R(WNinsKb.. 3gm4vi�m<faslMlmNincM1M.'Fa[leCn'i�Nmalle lrsnhrrf/IO SnS(NISQ GaI0[61d1uTd al UG atl NVC IICn1V. FSC6 val¢irdWnlh NNi00f fapeltls �W� WFbe MaCclim dW°xcale6m mJvs o-nng.ndWe is mryire¢Refermcererul rvn®rvfwmraonrcuim. Allvvatl<ele:vlerf lereris cdcWWaipersh 1416A6151xinratimfv CtlE-fmiai 5lxl �ipr MW�sainfalerernlvci�gW 9'16'�rtn MWmvnfssle�aeQe �rtvpnW A'16 rtun fv emM1SFm r( sv<I cvu[.ged CSI Deflection U (loc) Allowed W Q28664) TLQ03in UP LIMA (79) LIM BC: Q182(B9) IL BE in LIM O!N LIAR) WON Q6161)61 cemlotfmaminW 2LIM 5 m/90 'IC Cmim yBraml Cm IBH IL Rol in ILIM 4 MI90 BC minsleciq=4a in Hm 31: QQ1 in 11 Reactions Sunanary IT TNX LC BC R Wi6 R.I. IT RC M R. Mar GrnvU is MUMWFR3 12 Pinmw 1 1 Sin b516: 13 I l5)Ik —IN 6 HSIR WL) I I tin QS111e 6 1 1.3TIIk -931 IN 12 Pin(WL) 2 1 tin 4915: 6 HRdI(WL) 2 1 tin LmlF 12 Pin(WL) 3 1 2in 314R, 12 Pin(WL) 3 1 2in -Im IN 6 HRdI(WL) 3 1 2in 141b, 12 Pin(WL) 4 1 2in 15211m 12 Pin(WL) 4 1 2in 4B IN 6 HR61 MLI 4 1 2in WIN Page 293 of 570 ALL GENERAL, OF MIS DRAWING PAC](AUE SHALL BE CONSIDERED AS �RGMRAL ISI1AH�AN'RA FROFENA-ENGINEE�ONDCUSSGHTV1ATMERI53�ssSDHH HEB� THE HINMUMPPCBUID61GcROEIMR I Cac. ME AD IMMBFt 5NI oCo Soon II Cameron Engineering Truss: T14 P k - Phone: 303 800 6750 lobName: SORG KeyHuild®System BT2fI8C81i1ef0(1@yHh00.COm Date: 09/26/10 13:44:33 System Cee 6.018 KeyTmssO Page: 2 of4 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-6-14 -5.001/12 1 0-5-0 1-7-5 1 481n 71.21bs 12 12 PinoW ) 5 H. 1 tin 4Hl H in I 6 HRd] (WL) 5 1 tin 41516c 12 Pin(WL) 6 1 tin -0W IG 12 Pinmw 6 1 tin 6fi1hN 6 H Rd] ML) 6 1 2in -1 12 Pln(WL) 7 1 2in -Tllk 12 Pin(WL) 7 1 2in -SCI1 H 6 H Rd] ML) 7 1 2in ASI Its Page 294 of 570 ALL OENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSmEAED AS AN IMXHZAL PART OF THE COMPONFM DESIGN DOLUM .. NOW MAW ven En ine Canemn Engineering PRO FESSIONALEKUVi Its SFALPDICAMS ONLYTHATTHETRUSS ASSEMBLY SHOWN ONTHLS S=MFEIS THE MINIMUM APPUCABIEDESIGN CRHERIA FOR THE WADS, WADING COMMONS, MUSS M ER CONFIGURATIONS, AND SPANS USMDON ME SHEEP. Lm comm Cameron Engineering Truss: T14 - Phone: 303 800 6750 3obNane: SURG Key Build®System Bra115CanlerOn@yahoo.com Daze: 10 13:44:33 Ke}�I'russ® System Gee Cee 6.6.OI8 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-6-14-5.001/12 1 0-5-0 1-7-5 1 48 in 712lbs 12 Pin AVQ 8 1 tin-27O1AH 6 HRdl MW 8 1 2m -.QYla Loads Summary Load Case Lrl: Std Live Load Dianbmed leads Me r 1¢elimI lu'aiim2 Dirslim Speal Sm.lmd EWL d Tdb Wimb TT Cw W.m Im ar@f IDRf ain Btl Cm D . P j Olaf 0'r 48in Load Case DI: Std Dead Load DLmlbned Loa& sl Mc 1a 1-1 l .m2 Di tim Sw S.lmtl PN tM Tib Widb Tap Cm Wm Ra IOpf IOp:r "in B. Cm Dom RaFe 10,f IOpf 48in Automated Load Case WI: MWFRS-Left(LJP) DivD,uwdl & 9 K H-23 Rota Ruts 37.69 'r 4a n.wmr a Page 295 of 570 ALL OENFRAL NOTES OF IRIS BRAVING PACKAGE SHALL BE CONSIDERED AS AN IMEGRAL PART OF TICS COMPONENT DESIGN WLUNEN7.. NGIE THAT THE I CanvzonEngineering PROFESSIONAL ENGWE➢t'S SEAL INDICATES ONLY TIATTHE MUSS ASSENIBLY SHOWN ONRUS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CROBIA FOR 17M Care Cm1 THE LDADS MADWG CONamONS. TRUSS MEASFR CONFIGURATIONS, AND SPANS DSIED ON THIS SHEET. Ln ,CO@SA Cameron Engineering Truss: T14 ���:p' - Phone: 303 800 6750 Jobblame: SURG O—W t-;�,nl�-lam,;.,,:' KeyBuildOSystem BradsGamemn@yaliw.com Daze: 09/26/10 13:44:33 KeyTmss® System: Coe 6.018 Version: 1.183 Page: 4o1`4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACNG WGT/PLY 9L14-5.001/12 1 0-5-0 1-7-5 1 48 in 71.21bs Automated Load Case W2: MWFRSRight(Up) Diaiburd loads huh t iml 1—nim2 Diatim SMW Sunlretl Con] lmtl Tnb Widb TT DSa ARK) NUp Rate 14.29p:f RN,f Min Tap DOG 9414 NUp RLLs not p:f kol tcf min TW ii 14 113d NUp Rao 51.58'r 5L58 pf min B. 7-1-II 9614 NUp Rise MI81ef 2118'r Min Automated Load Case W3: MWFRS-(Mara Dn) JONOboad leads Mmhf I iml Imlim3 D..im SpW Sun lml FN two Tnb Wi&h Try 430 -aaO NDam RV 7.7 of 7.7p:17 min Tap 400 9 14 NUp Rac ZM,f Zoo'r Min Tip 9414 11-3.3 NUp Rile N58,f 29.581nf Min Automated Load Case W4: C&C(Suction) lnm,Tnlea lands Mc, 4r I AanI I¢Wim] Oi.im Saaad sin. Ed lad Ub Widh Tap 45 .040 NUp Rnk 17813,T 1%13 p.f Min Tap 400 e20 NUp Rah 1RM,f 1%Mp:f Min Ty am 9614 NUp Rah INMPf IH44pf Min Tap 9 14 H-2-3 NUp Rah ITd13pf 1X13 p:f Min B. 7111 9G14 NUp Ruh %01 %W p:f Min 1) This truss has been designed in accordance with ASCE7-05,145 mph, ExposureC. The building is Gable/Hip with Building Category IV (I LIS),M. Roof Height 1111, Overall Building Dimensions Of93 R x 101 h, Enclosure Class: Enclosed, CC Zone Width 9,30 ft*no IPA end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. Ibis truss is an End Zone Truss. This toss is not in a Hurricarte Prone Regi on. Load Combinations TCM 1G1 R -nlla za ¢IW -SlBllx YN a3]8 Bl ld (011a) 1-2 RIB scold 34 a7eb 4.wnd aNUo I. a- I,�Mlld 4Ai]3 0..# Wd a4ll -Md3] 00.1 9W (-15roN11dechl5] d1 1a581.t 32,7]4]IIdh -LeIOIdb) 45 ¢IW -Ie811 ¢ 3.89IN d GUSSBT PLATES Additional Note: The end ofevery chord segnient shall be braced laterally perpendicularto the plane of the truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segl t. Page 296 of 570 AILGEVFIfALNMESOFT116 DRAWVGPACIUGESBAILBECONSHMREDASAN INRa`RALPARTOFTWSCOMPO DESIGND]CUM NOTE TTF@ Cartcmn Engineering PROFMSIONALENGWFEtS S2ALWDIC ONLY MATTHEWUSS ASSEoBLY SHOWN ON7HN SREETH 's[EMS EFBNNNM M PI-IMIEDFSIGN CRMEJUA FOR I753C—Cam THE LOADS, WMi GCOMMONS. MUSS MEMBER CONFIGURATIONS. AND SPANS I35TED ON THIS SHFEf. Ln,,WsCOsmo Cameron Engineering Truss: T15 w;... Phone: 303 800 6750 lobName: SURG mo Keylluildd®System Bradscameron@yahoo.com Daze: 09/26/10 13:44:34 KeyTmss® System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PrDcH QTY OHL OHR PLYS SPACING WGT/PLY 12-0-9 5.001 /12 7 1-7-5 0-5-0 1 48 in 91.9lbs i-_1_75 26_33—{_.-- _493 2-6-3 0-8-13 7-3-6 120-9 5-9.1 4 10 o-o-o 2-6-3 4-9-3 4-9-3 o-6-G 0-6-0 263 ]36 1209 Cinles i�6cale fulererwminweb. Sgvrtn i�wefulmerwmindmk.'Fuluwa'in6e+lu 0e rorlsrNlIOSDS (A1511 fuwen pptirylal aeWdOn rrcwtar. FnrFaaLe inirs¢. Ne v�hrdfulxms 2qureM1 WNaavanaiw O.ancalwaavm Btla 6nwi,allan-,W. RefvloG el Naalv fwMtivifelim AllvvaNe aharper(alererix calalaWlerh IVGAL515(eaifeuim fv CddFvna151¢I Dmigc Nw'nninfmlemspeiigvA'IEmin M;tiNunfmlem Ng napnWWlG �dn fvreM1zlmd s�eel mveclN CSI Deflation L (10c) Allowed w1 O.wtH Il_00iin UP L/9W (SN L/MI BC: 0u(SN IL 001 in L19 (5N LIW Was MSQ7) CanlonI .Qmin UP MIM 9 U.1% TCCmianslyBr� Can I ON a-0.01 in MIW9 9 2L/90 BC Rein Seen,-48 in H. TL aw in 9 Reactions Summary D HRm(WL) 2 1 3.5in 041M '1 Pin(WL1 3 1 Sin 6N Ih: ] Pin (Wq 3 I tin 1151kH 11 HRall ML) 3 1 }sin WNW ] Pin IWL) 4 2in LIWIk 7 Pin ML) 4 2in wIE:H 11 HRai (Wy 4 1 15in Gals, Page 297 of 570 All GENE N0 OFT EDRAWWOPACK GESHA BECONSMMMASANWIECRALPARTOFT1115COMPONF DMIGNP'I(.UM ..NOTE TTHE Cy nEnglnmring PROFESSIONAL RNORJF➢t'S SPALWDICAT60NLY THATTHE TRUSS ASSEMBLY SHOWN ON THIS SHEET MFPIS'IHEtUNINNM APFIXABUDMIGN CRHFAIA FOR 1753c—Cov THEWs, LOADINGCONDMONS.MUSS hHlHEA CONFIGURATIONS. ANDSPANS LISTEDONTHIS SHEET. Immv4 CO BLN Cameron Engineering Truss: T15 Phone: 303 800 6750 ]obN=n SURG KeyHuild®System BradsCazneron@yahoo.com Daze: 09/26/10 13:44:34 KeyTluss® system Cee 6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-0-9 5.001/12 7 1-7-5 0-5-0 1 48 in 91.9lbs 7 Pin(WU 5 1 tin 8616:H II HRdl MU 5 1 3.5in Alllc 7 Pin ML) 6 1 tin A1IId 7 Pin OY1y 6 1 tin 0116+H II HRdl ML) 6 1 15 in -FLd 7 Pin(WU 7 1 tin -0MRn 7 Pin WL) 7 1 tin 0111H II HRdl MW 7 1 151n R41W Page 298 of 570 A GENFRALNOUN OFTH6 DRAWING PACKAGESHM BHCONSWERED AS AN IN RALPARTOFnRS COWONFNTDFSIGNDOCUMINI. NOME TTHE GaurPon Englneming PROFESSIONALFNGWEFR'S SlA "CATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON THIS SHE£PMFPIS THEMWP1UM APPUCABIE DES.NCRDERIA FOR 1753Coe Con THE LOADS. IAADWG CONDmONS. TRUSS M1 81 CONFIGURAHONS. AND SPANS USTEDON HnS SHEET. lam. CO Saa Cameron Engineering Truss: T15 Phone: 303 800 6750 JobNane: SURG ..„,R.al�.,�:r,�' KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:44:34 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-0-9 5.001/12 7 1-7-5 0-5-0 1 48 in 91.9 HIS at n 2j. I 7 MnML) e 1 2m IMIsH 11 H Ed) ML) 8 1 15 m -x53811x Member Material CSI Bracing Max P T=10 tlA6I62(tl 1N` Q am ss atw an11b, 9a Cli�:114�-"'—m62iel9J6p_ o9D3 JBjna<: 3Sj61ti_= WcblB 3W IUMOOlsi) 0113 UrBacW ISO@, _ f ila� wW6D17i msSI1@d2a43tpt11Ahii) 04ma1L.UUrbv�W 3.50I1 Ih 1SIs2�sntvlsll 0.-48R� tP411 wen 36 xzsl�arii6l) .6m ww i) ..'cJw DIm tirom� U]S6�,Uiir ;d 5971m 23611b xoslw Web65 367516233 f3JM0 0.<]5 Urh,•xd IA2511n Loads Summary Load Case Lrl: Std Live Load DisMbNed Toads Mathr I t—I Isatim2 Dimlim SW Swnlml Ed lmd THb WimM1 Tap Can IMm Fmj W'l L11Ff min B. Cat Dam Pmj Op:f Oref lain Load Case DI: SW Dead Load DLmibosSILoads Math+ 1—fi. I 1—lim2 N-iat saw sma lme FN lma nEwimh Tap C. Daw Rau. 10'r IOf f cem B. Cm Dam RaM IORf 10,f 48ia Automated Load Case W l: M WFRS-Lefl(Up) Di nixed loads McM' IsatlmI 1—uim2 rx—I. S—d Stan 4W Ed lma THb Wimb TT -1-75 000 NUp Re SILT 5L5#fcf ain Rp 000 I2 NUp Ra 2401'r an ref min Tap 1209 ]I" HUE Re 14.Aruf 14.Atxf ®in Ba 000 253 NUp Ra Tdlap:f ZI9,Q min Page 299 of 570 ALL GENERAL NO OF THIS DRAWING PACKAGE SHAIL BE CONSIDERED AS AN INTEGRAL PART OFTHIS COMPONFM DESIGN WCUMFM. NOTE THAT THE Ca1Mmn Engineering PROFFSSIONALENGWFDl5 SE4LCIDICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ON TIES SHEET MEETS THEMPIPIUM Ao'UCAHIEDESIGN CRfIFAIA FOR lwA Cam THE WADS. WADING CONDMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS USTFD ONTHLS SNUFF. L�. CO Rose, sw Cameron Engineering Truss: TI5 - Phone: 303 800 6750 lobNa nc: SURG _ wM KeyBuild"stem Btadscanwmn@yahoo.com Daze: 09/26/10 13:44:34 KeyTmss® system Cee 6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 12-0-9 5.001/12 7 1-7-5 0-5-0 1 48 in 91.91bs Autotllzted Load Case W2: M WFRS-Right(Up) Dixnburetl leads ly f 1-11.1 I—aim2 Dimaim Snvi Snatlroa FidLvd Tnh Widh TT -1-7-5 UUO NUp Rite VAfef D.bp:f Min TT U0U Ib09 NUp Jtl A.f9'f ]2.f9p.f Min Try 12 1259 NUp Ruh n.96PU r..%,f Min Automated Load Case W3: M WFRS-(Mm Dn) Try 000 1249 NUp Rake impf 102'f Min TM 12D9 1259 NDom Rake 7.7Rf 7.7 p:f Min Automated Load lase W4: C&O(Sueion) Dianbwed Loads M'M 1¢aiml Imim2 DiinYim Spe.i Sw lml FN lmd Tnb Widh TT -175 OW NUp RW :eA911 16 W'F a.. Try nno &U-11 NUP Rate V's7pf 19.91p:f a.. Tap &U-11 124 NUp Site Inw, In.91'r 48in Ty 12D9 1259 NUp Rah 15LI9lf 165.19,r 4ain Bp 000 23 NUp Rah MN,f 7122 ref Min 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 a, Enclosure Class: Enclosed, CC Zone Width 9.30II. 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 N'Orces bummary Tole iMil.: MrnhrD. Imr CSL pax and 1. (. o ..f USR rcd fi,- axial race) TCM 91 a351 &Ills ro1Fa) za aw ::1h Llo aoM -n ih I-z nTl3 -xnI IM 34 aimIn BCM II-5 all5 01an ls6 n9B-1,'H61M 67 a. -]Alh ]9 w<T IY 0.113 -I:U lbs 2] 0.%35 3,911h (-I.IW Ibs) 36 I SJII% (.,Ills) 65 L7 nan 1Gf61h: (-3]11h:) 2b n4 8 -xW61. ;5 0.'% 23511k. (dI31k) (;i iCSFT PLATFC Additional Notes: Theend of every chord segment shall bebreced laterally pelpendicularto theplaneof the truss. Lateral biceps shall be installed within 6" oftheend ofeach chord segnient. Page 300 of 570 A GFNFAALNGI£SOFT NDRAWNGPACHAGESHALLBECONSmFAEOASANINIii'RALPARTOFTHL MWONENTDESIGNOOCUM .NOIE'IHATTHE I Cancan Eoginecang PROFESSIONALENCNEER'S SPALNDICATES ONLYTHATTHETIUSS ASSEMBLY SHOWN ON THIS SHF17MEE1S THE MNN1UM APPIICAB1ED61GN CROEUA FOR im Cure Con THEWAD9,WADNGCON MONS.'HtU5SA4 MCON OMAMOM.ANDSPANSL MON'IHISS=... lug LCo BYm