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HomeMy WebLinkAboutENGINEERING (421-480)� Cameron Engineering Truss: T49 A �— Phone: 303 800 6750 7obNainm Sl1RG KeyBuild"stem Biadscamemn@yahoo.Com Dazes 09/26/10 13:45:17 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACPIG WGT/PLY 35-2.6 0/12 1 0-" 0-0.0 1 48 in 4253lbs SCANNED BY St. Lucie County 16 Pin(WL) 8 1 tin Am IN 9 HRdl(WL) 9 1 tin A.MlIe Loads Suumlary Load Case Lrl: Sid Live Load Di--1,BWlmds ' Me�rtr Imliml Imviml Ui t— Svvl Sunlmi Etllmi Tib WiM TT Cm OPxn Nq IDpf X,f 48i. BE Cm Dvxn Py 0@f Opf ais Load Case DI: Sid Dead Load Dimibmed leads blp i_niml Imim2 M. SP[al S.l 5tl 1m1 TAb WiM Ty CN Nxn Ka IOf^f OP' 69M B. Cm Dam Ru 10INf IOZ 48i. Page 421 of 570 IIOFESS�L ENGIOnES OF THN DRAWING PACKAGE S� BE CONSIDERED AS EESS SPALINDCATS ONLY MATTHETRH S ASSFMBLYSHOWN ON E SR� PART OHP£fb6E1S THEFWNIMUM APF MAS CONIPONENT DESIGN p CAMEDESIGN CTRIURM FOR I yC COTTHE 1m9D ng II THE (DADS. LOADING CONDITIONS. TRUSS M ER CONTIOURADONS. AND SPANS LISTED ON THIS SHEET. W Cameron Engineering Truss: T49 Phone: 303 800 6750 )obNane: SURG KeyBuild®System Bredsca roe@yahoo.com Daze: 09/26/10 13:45:17 KeyTass® System: Ga6Bi8 Version: 1.183 Page: 4of4 Regon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-M 0-0-0 1 48 in 4253lbs IIAutomated Load Case WI: MWFRS-Left(Up) Distributed Load, TT 1860 ]Sled NUp Rat T'r 2tI.3 126 NUp RV Automated Load Case W2: MWFRS-Right(Up) TV WN, 47d HUE RWe 31.67,f 51.67 p,f at. Tay AI-3 124 NUp Bair Are'r Mmpf ®ia Automated Load Case W3: M WFRS-(Max Dn) Distributed Load, Muihf Imlml 4cuimx olmim Sp S'v.lml 9Y1m1 Tdb Wiah TT 28.13 3Sx4 NUp Rae 202fef Zm,a( W'. Aut rnoted Load Case W4: C&C(Suction) Dimpled Imds Itp v3lu Add NUp INN W.141ef &14gf am Tay AId 35-M NUP RWe 117..75p;f 117.75,f 48N I) This MISS bats been designed in a-conlance with ASCE7 -05, 145 nph, ExposureCThe building is Gable/Hip with Building Category IV (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft,Enclosum Class: Enclosd,CCZone Width 930 ft. The left end vertical has not been exposed to wind. Theright end vertical has not been exposed to wind. This Mass is. End ZoneTruss.7his toss is not in a Hurricane Pone Region. Load Combinations Member Fortes Summary T rmfil.; Mramin. 6y. CK laaWA fart.( .s .. faro lfd012n fiNr—.Alt m WN 11-2 am x4Mik (-LSISId113d RAB 4.854IN 62SMIlall56 0557 IWIN I.1649INAM GUSSET PLATES am] lamp Additional Notes: Warning: PossibleconBias in goometry, may acquire additional design review. Theend ufevery, chord segment shall be braced Locally perpendicularto the plancofthe truss. Lateral braces shall be installed within 6- offlucr d ofe,ch chord segment. Indicates lateral bracing required perpendicularto the plane ofthetmss.A single symbol ofthis type indicates amid-poinl.Two symbols ofthis type indicate braces at the third poiaS.The number in parenthesis is the largest compressive folcon the web. Page 422 of 570 II SW�RCa nCng PMPTI SEAL NICASONLY THRSSMSSHOWN OSSHEET �SME0.aMAPPPLCAOESIMNCCITEIUAFORn5C.C. REDAOS,IDW0DR 0 7AND ONI�II w— Cameron Engineering Truss: T50 Phone: 303 800 6750 3obNalre: StmG KeyBuild®System r— Bradsemm on@yahoo.com Date: 09/26/10 13:45:18 Key7mss® System Ow 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PfrCH QTY OHL OHR PLYS SPACING WGT/PLY 35.2-6 5.001112 2 0-0-0 0-0-0 1 48 in 4253lbs v _ 3. 9 345 9 5-]-] 5-7_7 5-7-79-]-] 5d-] _ __ 3-6--9 ]-1-3 12-8-10 —� 16-0.1 — -- — — — 23-11A 29-6-15 352.6 6-0-8 B 0 0 9-0 0 8 3 4 5 6 7 II s > sFI-2 2 Mal a12, 15 14 13 11[ 10 16 9 0-0.0 O-U-0 3.6-9 3-B-9 544 5-77 Sd-] 5-]-7 5-]-] 3-6-9 ]-1-3 12-8-10 18-0-1 23-11-8 29-B-15 35-2-6 MininchNv. Cislc i�[a¢fvlvmmv[ifaft,. "Falwers'iMcuc lk nnihvrRsio SDs(AISO rmia[n m)n'm�w aerntlofJe nenbc. Eic6.Wm imfiaealk ivmtr+R(minm rtQu� wlae cmc[timplanudldm ml%a Ninim[nn)-d m9emt RefaloGnml Nam fv Mkr[Ivifcuim Allaretle skslefalrnrisdMwMlc Ik 19LAL915pvi6mlim fu CtldPm�Sid �ipL 6Uu'ddn W�nvcFa[i�ga9'16'enn M1Lt'R4n tuloQ[4F Im:®nu 9'16'Irinfcshal[nd 5nnimnEiu[iv slal mm1M CSI Deflection L/ 000 Allowed W: a]Bm maEin LIM tS0 LIM BC: am](MB WQ]in LIM (56) LIW W[h LOM am RIDTLawn 3 Wc9uimnnb Bn BC Fnsin SpvLgc48 in Reactions Summary IT Tvn w Rc a Wid Rmim 1r Be Mn Rmv M Omvu is mmM FRsu in M CeUplin M U in Mn HID.. 16 PinMW 1 1 2m LcOis, 16 I 2RIIN -zmim y91616s AMIm [.} N 9 MRdIMI.) 1 1 tin IAIBna 9 1 2818IN -2SH Ib A011k A4 Rn 16 Pin(WL) 2 1 tin 28Alla 9 HMI(WL) 2 I tin 28181d 16 Pin MQ 3 1 tin Lffi14. I6 anWU 3 1 2in 241kH 9 HRol ML) 3 1 2m LYOIT 16 Pln(WL) 4 I 2in 245a 1k 16 Pin(WU 4 I 2in 181MH 9 H Rdi WL) 4 1 2in 246316v Page 423 of 570 ALL GENERAL N0160F THIS DRAWP'G PACKAGE SHALL BE CONSIDERED AS M LYIEGRAL PART OF THUS COMPONFM DESIGN DOCU .. NOIETHAT TIH: Cameron Engineming PROFFSSIONALEVGMEFRS SFALINDICAhS ONLYTHATTHETRUSS ASSENIBLYSHOWNONTIBS SHFETME£IS TNEMM4NUM APPIICABIEDEOGN CRnFR1A FOR Im Cm,,Cmn THEIDAOS, IDADP'G COImmONS. TRUSS NffA19ER CONFIGURATIONS. ANTI SPANS LISTED ONTH6 SHEET Lm mmcOaras Cameron Engineering Truss: T50 £ `' Rystern Phone: 303 800 6750 3obName: SURG KeyKeyTm System Bradscan�ron@yahoo.com Date: 09/26/10 13:45:18 KeyTmss® Systerte Cce6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 5.001/12 2 0-M 0-04) 1 48in 4253lbs 16 Pin(WU 8 1 tin I.SW Ih+H 9 HRcU MW 8 1 ]in 44A 1s Loads Summary Load Case Lrl: Sid Live Load Dimibirod lmds Mnrh la i.I I 6.2 Di.im Sp Sdn m 5tllmtl Tib Widh Tap C. W.m Poi IDpf Zlpf Min Bn Cm Donn Pn9 Opr 0pr Min Load Case D1: Std Dead Load Dimibmed loads mrn� L di.I I li.2 Dinciinn S,� sun l.oe EndL wbwian Tap Cm W.m Rd" IOp1 4U in Ba Cm Dan Rat la pf :01Z l0 pf 48in Page 425 of 570 PROFFSSSONALNFOTOSINEERS SPALWDICAMS ONLY TOF IMS DRAWING H TMETRUSS ASSFAWLBE CONSIDERED AS Y SHOWN ONTH6 SRALPART O IoE£IS THEMPIP.I MI APPPUCAB�6GN CRUEF AFORI 1a® r3Cn Cav ng THELOADS. IAADWG CONDr110NS. TRUSS hlOWBER CONFIGURATIONS. AND SPANS WTED ON THIS SHIFT. 11 Cameron Engineering Truss: T50 ei = Phone: 303 800 6750 7obName: SURG KeyKcyTm System BIadSCERIeTOn@yahoo.com Daze: - 13:45:I8 KeyTruss® Cce6.10 System Ca 6.018 Version: 1.183 Page: 4of4 Repoli: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 5.001 /12 2 0-" 0-0-0 1 48 in 4253 Has Automated Load Case W I: MWFRS-Left(Up) Dismbuled loads TT i1-3 R7d NUp Rtl SIG par 51.67pf 4i. Top 2SM 3L2-6 NUp Ra 51.67pf 51IDp.r 41 i. Automated Lod Case W2: M WFRS-Right(Up) DiWrix al Inds Mmic 1 iml I—t!M2 Dinh. Sm:tl S. lml Fid Ira Trib Widh To, top 7.13 N Up Ru V..G'r A.tll pf Win TT I(84 3526 NUp RU 51.6]p:r 51.67p:f mi. Tay 7-0 1656 NUp Ro 5167pr 51.67pf Win Automated Lod Case W3: MWPRS-(Max Dn) Dianbwed loads MmBr 1 iml Izaaim2 Dmim 5 1 S. lml IW 1 M,Widh TM 000 zla NUp RW 2@pf 2@rcf Win Automated Load Cue W4: C&C(Suction) Distribnedlmds I) This mass has been designed in accordance with ASCE7-05,145 mph,Exposum CThebuilding is Gabl&Hip with Building Category IV (I= 1.15), Mean Roof Height 3711, Overall Building Dimensions of93 ft x 102 ft,Enclosumdass: Enclosed, CC Zone Width 930 ft.The left end vertical has not been exposd 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 Tml.iwm�e:: M.�mm.�csL m�.oum ruaa.em.mn¢.r irdnw.r �.awim rm.t Wid II-2 neat 2009Ik (-1.115Ik1134 n557 4.851 It: f-26491k1156 n4n1 ARS,N I-2M411xA74 (-I'm GUSSET PLATFS n747 24RIh Additiorml Notes: The end ofevery chord segment shall be braced laterally perpendicularto the planeof the mass. Lateral lames shall be installed within 6" oftheend ofeach chord segment. Go Indicates laterel bracing required perpeadicularto the plane of the mass. A single symbol of this type indicates a mid -point. Two symbols of this type indicatebrmes a the third points. no number in parenthesis is the largest cornpmssive force on the web. Page 426 of 570 ALL GENERAL NOITS OF ME DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF ME C,S ENT DESIGN DOCUMFNr. NOFETHATMF I dam Engi�ng II PROFESSIONALFNOP102S sCLL INDICATECONLY I1NT'IHE'IRUSS ASSEMBLY SHOWN ONTHIS SmEr MF£IS IHEMPMnIM AWIJCABIEDESIGN CRR£CTA FOR 'ME HOME, 1DADP`G CONDITIONS. TRUSS AfrF®ER CONFIGURATIONS. AND SPANS USTm DY THIS SHE17. Cameron Engineering Truss: T51 a Phone: 303 800 6750 JobName: SORG KBysuan®System Bradsc ron@yahoo.com Date: 09/26/10 13:45:19 KeyTloss@ System Cie 6.018 Version: 1.183 Page: 1 of4 Repon: Eng Plot SPAN PITCH QTY OHL OFai PLYS SPACING WGT/PLY 35-2-6 5112 1 0-" 0-" 1 48 in 465.7lbs 5-3.12 3 .o 34-0 1.9.7 5A-5 54-5 5.4-5 54-5 53-12 8.7-12-� __ 11.11-12 13.9-3 19A-8 24-5-12 - - -�- 29.10.1 —T 35-2£ 6.0-8 83-1 8-3-1 9-DO 9-0-0 9 5 6 7 8 5� 2 3 4 1x E a Suer 5� e8 1 917 e 415 4134 16 14 12 11 18 10 0-0-0 0.04 53-12 3A-0 3L-2 1-9-7 5<5 54-5 54-5 5-4-5 53.12 1 R12 11-11-12 13-9-3 194-8 24-5-12 29-10-1 35-2-6 &wir,aiiwcis n¢rmtiin Nwm. Span iMcJe (mtemrmtl lncbd.. 'Fnviaai in6pt[s Be nmiad/IOSDB IA13gf Iven mPv'mlmve vtl Jlle NmrM.r. E AvW¢i�dwlw lM1[nvrhrdf ¢ms mpM Whrt avralimd¢w �m11WWmNs dnxiM elLLe islryvrtd RCIvb G[mil Nua Fmnnlerdainaim Allavatle xlvey E¢mvis c-0admeipi J[ITb A1SI51xifwlimfrt CtldFmm151¢l sign Mdndn(alv¢speiNgL Nl6'mn MiRain la[mw�'n^M1lnw ryl6•ran frtcrLshaJ s1¢I mrdei CSI Deflection U CDC) Mowed M Qmo-z TLn3in LIM 156) LIM Be : 08650615) IL0.I2in LIM (56) LIM Wr ftioo-m) HmMaMin 2 TC C"i IyBreml BCPWin SFu,=48in Reactions Summary 3T LC Be B Wid Rrvctim 3T Be M R. M G Vu in MU MWEESU ill mvcwU in M U i8 My Harz I8 Pin ML) I I 2in 1mit" IS I z82BlFe -2 HIh Amin, Am14 1.38211e 10 HRW(WL) L 1 tin I.41514 10 1 zwlI -zei2M A511M A511 In 1 18 Pin ML) 2 1 2in zB2SI% IB HRa1Mq 2 1 zw zBTlltr. 15 Pin ML) 3 I 2in LM1� 18 Pin ML) 3 1 2in DISH 10 HRdl MLI 3 1 2in 1.4n11" 18 Pin MU 4 1 2in z4411M I8 Pin ML) 4 1 2in MINH 10 H Rtl1 ML) 4 1 2 in 14651k Page 427 of 570 ALLGENFAAL NOLFS OF VUS DRAWING PACKAGE SHALL BE CONSIDERED M AN I ]U,L PARTOF nRS COMPONENT DESIGN DOCUM .. NOTE TUTTHE Canaon Engineering PROFESSIONALENGMEDIS SF INDKGM ONLYTHATTHETRU35 MSEAIBLY SHOWN ONTHL551IYf.MPIS TiEMMBAUM MI'MABIEDUMN CRnERY, MR Imc.c. THE EDADS, LOADING CoN MONS. MOSS MFMBEEt CONE3GUIU'IS(INS. AND SPANS Lt!nEDONTHISSHEET. Lis,CHB Cameron Engineering Truss: T51 Phone: 303 800 6750 JobNmre: SURD — �� KeyBuild®System Bradscmmon@yahoo.com Daze: 09/26/10 13:45:19 KcyTruss® System Cee 6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2.6 5112 1 0-0-0 0-" 1 48 in 465.7 lbs m IS Pin(WU 5 1 2in nldH 10 HRai MU S I tin Lm51h IB Pin" 6 1 Sin -20H IB Pin IWU 6 1 2in MIt H 10 HRdl(WIJ 6 1 2in .27N16: 18 PIn ML) 7 I 2in -2NI II IB Pin(WL) 7 1 2in 455IInH H 10 RdI OYU 7 1 2in -28RIIm Page 428 of 570 AIL GENERAL NOTES OFTRIS DRAWING PACKAGESHA BE CONSDERED AS AN ITEM ALPART OF THIS COMPoNENT DESIGN DOCUM .. NOMMAT ME Cameron Enginoning PROFESSIONAL ENGINEERS SEAL INDK'A7ES ONLY THATTRETRUSS ASSEMBLY SHOWN ON THIS SEENNUEES THE NHNLNUM APPLICABLE DESIGN CRUER1A FOR Imc cM THE UOADS. LOADING CONDDIONS. TRUSS FQMBFR CONF7GURAHONS. AND SPANS LLSIED ON THIS SHEEE IupnvL CO RCUJ ��/j�ph Cameron Engineering Truss: T51 d --- �i1LL;l Phone: 303 800 6750 JobName: SURG KeyBuildOSystem Bradscamemn@yah00.00m Daze: 09/26/10 13:45:19 Keyrmss® System Coe 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 5112 I 04W 0-0-0 1 48 in 465.7lbs 18 NPin(WL) 8 1 tin I.=H 10 Rdi(Wla 8 1 tin JSll ld Loads Summary Load Case Lrl: Sid Live Load Distributed leads fdnh Lsa'mf Ia'a'm2 o.im S,m S. Iutl FiHLmH Tib Widb Tap Cm Dave Py M,f IDRf 481n B. Cm Doan Py ORr 0@r 43io Loci Case DI: Sid Deed Load Dimsbved Inds Mmhr Im'm 1¢aim2 Dimim swi sunlml FNlatl 'rnb Widb Tap Cm Dorn Rnk IOpf IOpf 48in B. Cm DaAm Roe 10'r 10'r 48in A GENERALNOIES OF'INIS DRAWING PACKAGESHA BECONSIDERED AS AN DFIEGRALPMTOFTIHS C(X4 NENr DFSIGNDOCUNMM. N0 MVFTHR PROFESSIONAL ONGINURS SEPL WDR:ATES ON YMYTTHETRGSS ASSESmLY SHOWN ONTHIS SHFMAIIYIS THEMWP1lIM APPMABIEDESM MMJi N FOR not iDA05. MMWG CONDmONS. TRUSS N4T[SM CONFIGURATION,. ANDSPANS LLSIFDON THIS SHEET. Page 429 of 570 Cannon Engineering ]MC-C. [UP mr.COBIAB Cameron Engineering Truss: T51 aY�t,< Phone: 303 S00 6750 JobName: SURG e� KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:20 KeyTmssO System Cee6018 Version: 1.183 Page 4of4Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 5 /12 1 0-0-0 0-" 1 48 in 465.7 Has Automated Load Case W 1: M WFRS-Left(Up) Dimiburd loads MCM Iaaliml I—iim2 Oirenim spW slMlmtl Ellad Tnb WiQF Tap GGO 1112 NUp R. me, Am'f 48in Ty iFU 11-11.12 NUp It rt $1.67 Pf 5167 Pf @In Top II-II-12 1343 NUp Rule Va]Pf Rol Pf Min Tap 1343 3Lx4 NUp Rv 51.67p:f 5IS7 pf Min Top 3113 3YM NUp INN 51.67'r 51.0pf Min Automated Load Case W2: MWFRS-Right(Up) Diallxvcdlonds Mmhr Imliml rmlim2 nimim svol Sw1-1 Etllai Tab WiAh Tip OOU 6312 IN up Run, 37.&pa Rvapf 4ain TM sx12 II-11.12 NUp Rv 51.67p:f 51IDpf min Tap U-11.12 1343 NUp RNe 37.&Pf TI.&p"f Min Tar 1686 MA NUp Rax 51.67pr 51.G,f ain Tap 1343 1686 NUp RV si.w,f 5167Pf Min Automated Load Case W3: M WFRS-(Max Dn) Automated Load Case W4: C&C(Suction) Distributed loads TM 5112 1141.12 NUP Rffi %14,f 914pr Min Top 11-11.12 1343 NUp Rate 117.73,f II7.75P1' Min Tap 1343 z3413 NUp Rn 60J4 Fir &14Pf Min Tap B4.13 1 M NUp Rate &.14pf &14Pf Min 1) This Mass has been designed in accordance With ASCE7-05,145 Mph, Exposure C. The building is Gable/Hip with Building Category IV 0= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft. Enclosum Claus: Enclosed, OCZone Width 930 ft. Ile left end vertical has not been exposed to wind. The right and vertical has not bear exposed to wind. This truss is an End ZoneTruss. This truss is not in a HuMune Pone Region. Load Combinations T"Ne innk—_ A4 lr rw esl,wvivl6m lnam�v, fo¢ H6rtoen 6om�mavtivl fa¢r TCM 1-2 23 am ran 29®IN - AwlN 0.7551k) (-INUIN1 3 4-5 Q316 am a&I IN 53141N FZWIb1 1-3016141 56 6) ¢551 RM) 4.9AIN 49111E (-].8151 ) 1-Imisi1 ]a " AM) ant 4.WIE 1WIN (-z4i11K) (-1.4N Ih5 BCM 1011 am Olh IL13 LL6A ADll lb. W5 QP65 -sm:N 1617 afbl -3,tl$IE 1 Fit a]15 -23&Ih 1114 ¢R9 -SaDld I116 aA6 A]&IE 1'418 Qln -I.HIIb 6113 QA 4LL% -45W391I1NE A -3AIh t 220 IN }3Q 1.fl11a YIn aQ]m5a (-IW M)Wh1-7 117 am i 4 a IN (-XaUN 7-2 QSM 1010aa 1-(14.4WID1I441) 226 QSri .1 614 W -19 9H IN QT35 -16251E 116 am 3 543 046 -SPIN 611 am MWIN (-2MIE)41 GUSSET PLATES Additional Notes: Theend of every clund segment shall behoped Imerdly perpendicularto the plane of the uuss. Lateral braces shall be installed within 6" of the and of each chord segment. Indicates lateral bracing required perpendicularto theplane of the truss. A single symbol of this type indicates amid -point. Two Symbols ofthis type indicate buses at the third poims.The numberin parenthesis is the largest compressive force on the web. Page 430 of 570 ALL GPNPRAL NOIFS OF THIS DRAWING PACKAGE SHALL BECONSIDFRED AS AN IMECI PART OF THIS COMPONFNf DESIGN DOCUMETi NOIETHAT THE Canaan Engincering PROFESSIONALE,GWE➢15 SEALIMICATES ONLY nCVTTHE7RUS5 AS5ENBLY SHOWN ON THIS SHFLTMEEIS THENINNUM APPLICABLE DESIGN CIMESUA FOR OSiC Cal THE U(uunS. LOADING COMMONS. TRUSS M14BER CONFIGURATIONS. AND SPANS MYEDON THIS SHEBT. Ln,,noa. Co saw vision: 1.183 SPAN PITCH 34-11-6 5/12 1-3-12 34-0 34-0 �- 1- 2~ 4-7-12�---7-11-12 6-0-8 6-7-1 6-7-1 Cameron Engineering Truss: T52 Phone: 303 800 6750 JobNarre: SURG Bradscazneron@yahco.wtn Daze: 09/26/10 13:45:21 System Ow 6,018 Page: 1 of4 Report: Eng Plot QTY OHL OHR PLYS SPACING WGT/PLY 1 0-0-0 0-0-0 1 48 in 547.4lbs 5-9-7 5.3-9 5-3-9 --.___— 5-3-9 _ �— 5-3-9 14042 24JJ 13-9-3 9-0-0 29-]-03 34-11-6 9-0-0 5 6 7 8 9 5R-2- 15F, —22 3 4 II 41 law 17 16 15 14 13 12 11 18 10 0-0-0 3.12 34-0 3L-0 5-9-7 5-3-9 5-3-9 53 9-0 '1-3-12' 4q-12 7-11-12 13-9-3 19-0-12 24A4 29-7-13 34-11-6 Cial¢indcmefmlertrmni—a . Sn—in5rn¢lnsl<mmmintlu�k. "Fa4emn'irtimtentMrvmhrrl M105DS (AlSp lslgert rtgn¢dnlrte <NYIFe mnhr. Each Wmiidmka lh amhrdf Mena mpni Wlae.ionm. v—mllNaemlltic da-, n MdnismµM R<ftt to Genial Niles fa fMheclarifaim Allvvatle el<urlvfazlveris mlatln4J1<r llie 1Y16 N5151eciM1Gim(a CtlQFmrei sl¢I D:sigc Maimainfulemxpici�gnt W16'mn MtinvinfaW[rttali ImpnW Wl6'mnfa essM1akel d' su<I eamec�el CSI Deflection U (10c) Allowed TC: OWN-5) 'IL0.28in DP L/SW (45) L/240 Be:OSSS(16FB Llal11 in L/AA (4A LlW w[b 0.WO-10 Hmm awin 10 IC Cmimon'Iy Bre Inc Min SWdT=4H in Reactions 3T TBn Lc Be B,Wia Rmim 1Y Pin WQ 1 1 tin 1.416IN 10 HRJI(WU 1 1 tin 1.4011ts 18 Pin WL) 2 1 tin 2.814115 10 HRd] ML) 2 1 2in 2Rn Id IS PinwQ 3 I 2in LO31b, 18 Pin ML, 3 I 2in u1h H 10 HRol OWL) 3 1 2in I.385ft 18 Pio(WL) 4 1 2in 14M IN 18 MnMD 4 1 2in IS ItsH 10 HRWI MW 4 1 2m 24381d 10 1 Page 431 of 570 IIPROEG'FSESIONALPNNGUNIt 15SPAL MICAMS o"LGVS'I ATTHETRUSS ASSUABLr SHMN ON ME SHHST Is 1THENUUNNMUmGANP UCABM DESIGNUMUZIAA FOME �„RE cnnnnid Co Rg II Ins MADE, LOADING CONDRIONS.'TRUSS MEMBER CONFIGURATIONS, AND SPANS MM ON MESHELT. 1]53c cm Cameron Engineering Truss: T52 8 ,.... Phone: 303 800 6750 JobName: SURG . d@ SysNxuc KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:21 KeyrnassO System OW6.018 Version: 1.183 Page: 3 of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11.6 5 /12 1 0-0-0 0-0-0 1 48 in 547.A lbs I8 PinMW 8 1 tin 113 1�H 10 HRai (WL) 8 1 2ta 4.miw Loads Summary Load CazeLrl: Std Live Load Dism'Mned Loa& Merzfef I .iml Ircatim2 Di—tim Spew S.lmtl FN lmtl 'Rib Wimb Ty Cm fMvn Nol W,f L@f 4in Btl Cm Davn Py O,f O,f a.. Load Caze D1: Std Dead Load DimibuNd Im& MearSx la: iml Wtimi Dimim Spat Stan Latl It l 'Rib WiElb TW C. W.vn Rvlx IOHf IUpf 4sm B. Cof 0.wn Ralx IOp.'f IOryf Gain Page 433 of 570 IIPROFES�SIONALEVGWEERS SF IKLSCAT60NLYTHATIIUIMOSSS ASSSENBLYSHOWN ONTHIS SOHEEIMF£IS THES iW1UMAPPNICAB�BSIGNCNMItIA FOR I en DC.C. Engineering II THEWAGS, WD WGCONUmONS. TRUSS MEMBER CONDOURAIIONS.ANDSPANSLL ONT1LLS SHEEP, Cameron Engineering Truss: T52 ` rm�a Phone: 303 800 6750 JobNamx SURG KeyBuild®5}•stem steran BradscarlleroD@yahoo.wm Daze: 09/26/10 13:45:21 Key?mss® System Cee6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11.6 5 /12 1 0." 0-M 1 48 in 547.4 Has Automated Load Case WI: MWFRS-Left(Up) Dimibaed loads on 1343 3313 N Up RUPs Tap M-13 3,kn`6 N Up man Automated Load Case W2: M WFRS-Right(Up) Dish%sard lords Tap 711-12 1193 NUp Rabe ro pf 37.0 pf 45in TW 16.6 W1.6 NUp Rvl¢ 51.67 p:f 5167 fsf 48in Tap 9*3 1656 NUp Rake 51.67 pf 5167p:f 48a Arthropod Load Case W3: MWFRS{Max Dn) Disnibured Inads 1X,rM Iualiml Imim2 Dimim Svca1 Spin Imd End Wtl Tnb Wihh TW nW 131E NUp Rays 20' 2r Pf 49 in TM 7-II-12 1193 NUp RaM 2mp;f 2Q2 p:f alp Automated Load Case W4: C&C(Suction) Dlmlbaed Lord, Ty 1312 7-11.12 NUp Rak 0..14,f f&Npf alp TW 7.11-12 1143 NUp Rake 117.75pf 11775Pof 48in TT 1343 2 13 NUp Rake 0,141ef 67.14,f 48in TT 21 13 YLIIS NUp Raks 6914fef 6114pf 48in 1)This truss has been designed in accordance with ASCE7-05,145 nlph,Exposure C. The building is Gable/Hip with Building Category III (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This muss is an End Zone Truss. This Miss is not in a Humane Prone Region. Load Combinations TCM1J 1-2 M 0363 am ffiIb SIh51k (-1361d) (-0491 k L5 oUR am 4A7l S2TM (-26WIh.) (-301516+) 56 67 am 0.'£b, 5, 14416e 5.10 all (-;A91h) -2AJIN) 7A x9 am 0.551 0.18511n 2QnIFe 1-2AB Ib) 1-1.421IFa1 BCM IUII Q116 alb 12-13 Q41n 4,18516 6618 -511 S.BIOIM 161J 0.855 -LSII Ik II-13 Q437 QtlY0lWs 1114 use AM lh jr,IS16 42381b. 17-18 am -LM In -8 0. 191b (LU4b) 115 B b lk 613 QWelu IG 1-Jll lb) -4Sh h11] -260d d QU62 3.SSI }I3 0.1 -2IAA R41O1 6U8614 1-2811h0.NIDJ 217 R912 78316 , (4701ts) LI4 am 6a le f 11 7-12 a 1Rl Ih: (-1.4361h) 116 Q964 SWUn S14 Qf&1 dMlba SI2 RWM -3&371b 316 0.® 40161Fe (SMIb) ill 64II SnIFe 1-357 Ih) E11 0.8N S364IL. (-286516:) GUSSETPLATES Additional Notes: The end ofevery chord segment shall be braced laterally perpendicularto the plane ofthe Miss. Lateral braces shall be installed within 5" oftheend ofeach chord segment. Indicates lateral bracing required perpendicular to the plane ofthe truss. A single symbol of this type indicates a rind -point. Two symbols ofthis type indicatebmces at the third points. The number in parenthesis is the largest compressive frceon the web. 1 Page 434 of 570 II PROF SIGN GGG 4F 'SSE NDIICAMONLGYT TMEMUSSASSEMRLYSHOWNONTH155DHFETF6£ MEMP4NIUMAPPLICABMDOIGN C7Rr1E UMR l TME �Ip1 153i a CC. Engineering II THE LOADS. IOADWG COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS IISTED ON T SHEm. Cameron Engineering Truss: T53 Phone: 303 800 6750 lobName: SURG U KeyEuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:22 KeyTmss® System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-I1fi 0/12 1 0-M 0-" 1 48 in 451.9lbs _ 3.11-12 -- 1 4-10-11 —8-108-10-1 440-11 _ 5-3A 5-3-9 _ - i � - 5-3-9 3-11-02 4-11-1 4-11-1 M" 19-0-12 24-4A 9-0-0 294-13 34-11-6 9.0.0 8 4 5 6 7 u 5r12 3 8 1 2 53 314 I W IJ 15 13 12 11 10 9 16 0-0-0 0-0-0 3-01-12 440-11 4-10-01 5-3-9 5-3-9 5-3-9 53-9 3-11-12 8-108 1 13-93 1 19-0-12 24-0-0 29-]-13 30-11-6 Cimlu iMeslc faslcrerwninsvck. sre , iMcme fasmerwn iaalmh. "Fa<Icrtrs"iMemes aYemi8 ds10SDS (AiSl)f lcws rtBmM al m "Oft rtrnla FicM1vaL dlimu Oemmhrdfagnen rtyurtd Wlvewrcaimplvn—aidwm Ws dawiw aliale is rsµ� RelerloGererW Noes fvfinMclunfiulim ARmratle slevr lm lmlererix ulnJaNlerlk l9AAISI SIeciaralim fv CddFvnalsl¢IDaipn Mai�uinfaitererspei�ga Wl6'�dn M.imwnf nerereQ nmpnW Y16"mnfv eaHsh91 svel wvicei CSI Deflection IJ (10c) Allowed n : asH(23) Tt: 0.21 in Ll999 (45) L/2A0 BC :. Q'TB (1415) I D(Rin L/99 (45) L/An WS, Q9D 11-IS) HwMaWin 3 TC Cwiw ly B-1 BC PWia Sryd1B=48 in Reactions Summary 3T T lX BC B Wia Reanim I3T Be Maa R=L M G ,U in M NBV Rsu in M:�.Cs U in Ma.0 iR Ma. Nme 16 Pin(WL) I I tin 1.41811s S` 1 281211v -22MIN SAEIb: 40321E 119171h 9 HRdl(WL) 1 1 tin 1.410ft 9 1 28121b -zmw -0.BNItr. Im 16 PIn ML) 2 1 2m 281210s 9 HRdIML) 2 1 tin ;8121h 16 PlnML) 3 I 2in L3651% 16 Pm(WL) 3 I Zia mlb H 9 HRdl BV 3 I 2in L38f IM 16 Pin(WLI 4 1 Zia 24UIFs 16 Pin(WQ 4 1 2in zl1 li 9 HRdI ML) 4 1 2ia 24II 1m 1 Page 435 of 570 ALL GENERAL, NOPE OF THIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INTEGRAL PARTOP THIS COWONFNF DESIGN LIXUM .. NOMMATTIE (ynglpn Engineering PRO-S10NALENOWEERS SPALWUICATES ONLY THATMETRUSS ASSF2MLY SHOWN ON THIS SHFETMFE1S TKEM WUM APPUCABI£DESIGN CRRIXU FOR Imc—c. THE WADS, LOADING COMMONS, MUSS MEMBER CONHGURATONS, AND SPN4S LLSIm ONTH6 SHEET. Lu .CO&SH r .. Cameron Engineering Truss: T53 E wl C Phone: 303 800 6750 JobNamm SURG KeyBuild®System Bradscmneron@yahco.Gom Daze: 09/26/10 13:45:22 Systent C=6.018 KeyTmss® Page 3of4 Version: 1.183 Report: Fng Plot SPAN PITCH QTY OHL OJRR PLYS SPACING WGT/PLY 34-11-6 0/12 1 0-0-0 a." 1 48 in 451.9lbs 16 Pin(WL) 8 1 tin 1.9171MH 9 HRd1 Mp 8 1 Sin 4.SA1te Loads SUIMIary Load Case Lrl: Std Live Load Dimlhecd Imds Ab�trJ liaiml Imim2 Dia. Sp Sony EWtl Tibwien hp cm DaNn Pmj mlcf M,f am Ea Cm Ddo Pig Bpf 0'f mi. Load CaseD1: Std Dead Load D=-bAed Imds Fknp L im I L im l Dimim S� SIw LW EWtl Tib Widh TT Cm W.m R. 10't la,f 431n B. Cm Wm RA 10Ed 10pr In Page 437 of 570 ALL GENERAL NOFES OF THIS DRAWNG PACKAGE SEMI. BE CONSWERED AS NJ LYIFGRAL PART OF TITS COhffONENf DESIGN DOCUMENT. NOTE THATTIE Cameron Engineering II PROFESSIONAL GINEFRSSE MICAMONLYt1NTT2M2 SASSF LYSHOWNONTBSSH6TMkP157HEMWBAIIMAPPIIC"MD61GNCRBF MR IMCae C. III TIEIAADS,W"NG COMMONS, MUSS MEMBER CONFIGURATONS. AND SPANS=ED ONTRS SHEEP. Lg ..CO&1Wl -`� Cameron Engineering Truss: T53 Evrevruvauv Phone: 303 800 6750 lobxane: SORG KeyySystem BTadsLxDleron@yahoo.com Daze: 09/26/10 13:45:22 KeTmyTmss® System Cee6.016 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PfTCH QTY OHL ORR PLYS SPACING WGT/PLY 34-11-6 0/12 1 0-M a-" 1 48 in 451.9lbs Automated Load Case WI: MWFRS-Left(Up) no 311-12 1143 NUP Rnk 21.02 Inf 2i.02p:f Min Try 1393 M-13 NUp Rv SL61 p.f nzFir Cain TT 3113 3411.6 NUp Rnk 51.67,f 51.w Fit Cain Automated Load Case W2: MWFRS-Right(Up) Dinbued Leads TM 311.12 L19J NUp Rbk 37.w'r ww'r Min TT [am 3114 NUp Rc 51.67 Rf 51.67yf Min TT U43 1656 NUp Riar 51.67 p:f 5tiv,r Min Automated Load Case W3: MWFRS-(Max Dn) Distributed Inds Mmic Lmlml 1 ttnn2 Di.im SF -a S.1-d Ent Lvd Tab Wiab TT 111-12 UA3 NUp ask 2M,f 202Pf Min Automated Load Case W4: C&C(Suaion) Distributed I.& Rq 043 23a13 NUp Rak 69.14Rf IA.Npf Min TT 2tn13 3114 NUp Rak 69.14p1' M14pf Min 1)This tmis has been designed in Accordance with ASCE7-05,145 uWh, Exposure CThebuilding is Gable/H1p with Building Category IV (I= 1.15). Mean Roof Height 37 it, Overall Building Dimensions of93 ft x 102 ft. Enclosure Class: Enclosed, CCZone Width 9.30 ft.7fie left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This tmss is an End Zone Truss. This muss is not in a Hunicme Prone Region. Load Combinations LAnd dp Fear I DI Lm Cx�nt_Uf Member Forces Summat TCM 11-2 am 17111h awl arm T,He inS.-Me m.,ma Cat —miyf :)34 am QMS Ha (-IMti, J L5 am S9n lk 1-280Ilh 11-12 Q`ed J,Pb11h 12.13 Q5P1 S@Alh :) 314 BAR Im IN (-TALK lu am 1.8101h (-SM1h n 413 am -Lm Ih 612 an Man (<191h GUSSETPLA'IF.S fate add. fion.ud rote) a314 5.909lb (-ZW1 ON 057? 23LIk Additional Notes: The end ofevery chord segment shall bebraced laterally peryendiwluto thepimeofthe muss. Lteral braces Shall be installed within 5' ofthe end ofea:h chord segment. Indicates ]metal bracing required peryendicularto the planeofthe uuss.A single symbol ofthis typeindicaes andd-poinl.Two symbols of this typeindicatebraces a the third points. The nunlberin parenthesis is the largest cvnfurtssive forth on theweb. Page 438 of 570 IIPROFFS�� ALNO�OF MIS F➢4S SFALAWNG PACKAGE WDICA'IES ONLYTNATMEMUss ASSEMRLIDERED AS YSNOWN OHMS5RM- PART 0F ME CONIPONENT DESIGN FffEf MEPIS TI@MWNNM APPFDCABLEE DfSICNCCRt1ER1A FORT (o@iorCTME Canavan EC01. rag II THEIOADS. LOADING CONDHIONS, MUSS hQT1RER CONFIGURATIONS, AND SPANS LLS1ED ONTHIS SHEET. Cameron Engineering Truss: T54 ,].R.R,:0,. 303 800 6750 JobName: SURG KeyBuild®System FPhone: Braciscanimn@yahoo.com Daze: 09/26/10 13:45:23 KeyTmss® System Cm 6.018 Version: 1.183 Page: 1 of4 Report: Bng PIOI SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11.6 4.999/12 1 0-0-0 0-0m 1 48 in 448.1 lbs 4-]-1 44-1 4-7-1 5-3-9 6.3-9 I__.—_�_ 53-9 53-9 44-1 9-2-2 �— _I___—_T—� IM-3 19-D-12 24L4 —� 29-T-13 34.11.6 3-33 9-0-0 9.0-0 8 4 5 6 7 3 5� 2 1 NZ,,ZV 612 15 14 13 11 10 16 9 Ok-0 0-0-0 4-]-1 4]-1 4-]-1 53-9 5S9 S 9 S39 44-1 1 9-2-2 139-3 1 194)-12 2a4.4 29-7-13 34-11L ' Cinl¢ iNae lalacmn inw6. Sgmes i�rteae falevmn ivtivd. 'Fa¢snY irtmo Oenm6naf/103D5 (ALSO Lauri rtgi�m ae¢ddJe nviia. E i�salie iidm¢ Ye nnb¢dlalwa ngiml Wkse msetimplvp meollef m m0is hvwiRG ellme is m6umi R<f¢IOC ul Nue fv6nlvdaificuim Allvvatle slvla faiocis alNvelpelk 196A615pmfmtimfv CtlGfa�51xI D¢ip. htinvvfm�speirym 416'mn 6uirvinlauve4e �pnm 9'16'mnfveitl�shad e1¢I mvme4 csi Deflection L 000 Allowed W: am 1) mal9in LIRA 0-6) LIMI BC: a7Q(N-5) I.Lamin LIM H-5) L/X0 Weh QM(2-IS) Hm7Lnmin 3 TC Cmiwssly BrW BC PWin SPci.=48in Reactions Summary IT Lc Bc D Wia R.I. n BC Mw Rea MU ,U iv MawMSu in Nacd U w 6 U;iin 64u Hai. 16 Mi WL) I 1 tin IA3i IN 16 1 ZWIN -IN, IN 46751N d67511a 17U11N 9 HRtl11WU 1 1 'tin IAII IN 9 1 L913IN-276711m 4.961 IN 39611br 16 Pin(WL) 2 1 tin L®Slle 9 HRa(WU 2 1 2N 2SI31N 16 Pin IWU 3 1 2in US IN 16 PinML) 3 I 2in QIIbH 9 HRtlI(WU 3 1 2in IMN 16 Pi.1Wq 4 I 2in 24141Is 16 Pin(WL) 4 1 2in MINH 9 HRdIIWLI 4 1 2m Zd IN Page 439 of 570 ILLGENFItALNOMS OFIHIS DRAWING PACKAGESHALLBECONSOMM AS AN INn]GRALPARTOFTIS COh1PONFNE DESIGN DOCU6 .. N01ET3ATTE Cameron Engineering PROF6SIONALFNGPHFAS SEAL WFM DMAT60NLY9HATTHEIRUSS ASSRLY SHOWN ON7HLS SHFI SUMS'IHEMLYPIUM APPUCAR1E061GN CRIIWA MR imC c. Tn:LOAOs. IGADWG CONDLIIONS. MUSS N iNIBM CONFGURATONS. ANDSPANS LISMD ONTHS S=. ImBm.. coswc Cameron Engineering Truss: T54 -_' Phone: 303 800 6750 JobName: SUKG o`d- KeyBuild"stem Bmdscarneron@yalimcom Daze: 09/26/10 13:45:24 KeyTruss® System: Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Not SPAN PITCH QTY OHL OHR PLYSSPACING WGT/PLY 34-IIL 4.999112 I 0-" 0-m 1 48 in 448.1 lb. 16 PinML) 8 1 9 HRdl RL) 8 1 2m zml H tin 41%1 lla Loads Summary Load Case LTI: Std Live Load Dimbned I.& Ab�trr I iml I .2 Dimtim Such Swnr Fb DN TibWidb Tap Cm Dvm pm IDpf IDRr ain Da Cm D— Py ORr 0pr a LoadcD1: Sul Dead Load Page 441 of 570 IIAILGFNFAALNOIFS OFTMS DRAWEJG PACKAGESHA BECONSMIRED AS AN DHMRALPARTOPME COMPO DESIGN DOCUM .. NOIETBATTHP I Canelon Engineering II PROPFSSIONALENOD4TRS SF INIICATES ONLY'DNTTHETRUSS ASSEMBLY SHOWN ONME SIff1Tt THEFmVMUM APPLICABMDESGN CRMM MR DS1Cac CoA THE LOADS. WADWG CONDNIONS, TRUSS �ER CONEGURATONS. AND SPANS WIED ON MJS SH .. La C09YN � Cameron Engineering Truss: T54 - aV r C' Phone: 303 800 6750 lobName: SURG _ 's14f KeyeyTm System Btadscarneron@yahoo.com Daze 09/26/10 13:45:24 K eyTmss® System: Cax6A18 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PffCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11-6 4.999/12 1 0-M 0-M 1 48 in 448.1 lbs Automated Load Case W l: M WFRS-Left(Up) Dimbuted Loads ' Tap 13t3 R-33 Tap 323J 3114 Automated Load Case W2: MWFRS-Right(Up) R"' Ra Tap 165e R114 NUp Rda 51.6/pf St6]Rf M. TV 139J ]amNUp RnFe SL6]p:f St6]Rf Min Automated Load Case W3: MWFRS-(Max Dn) Dian'dved lords Mrnh1 Dmiml lxcoim] Roman sped slnn Lena FNI d nib Wiah TT 000 13Y3 NUp Rate 103,f 2a1Rf Min Automated Load Case W4: C&C(Suaion) Distributed Loads To, H74 1343 NUp Rafe 117.]Sp-f I17.75pf air To, 11 3 Z 13 NUp ROn, (9.14p;f 0.14pf Min To, D 13 34114 NUp Rak 93.Npf 69.14pf 48in 1) This truss has been designed in accordance with ASCE7-05,145 Hph, Exposure C. The building is Gable/Hip with Building Category IV (I= 1.15), Mean Roof Height 3711,Ovaall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed,OCZone Width 930 ft.The left end vertical has not been exposed to wind.Theright end vertical has not been exposed to Wind.Tbis truss ism End Zone Tluss.1bis truss is not in a Huriearte Prone Region. Load Combinations e ImE fmN 1 DI 1.® Cf=401 _ _ _ _ _ _ 3 UIt W3 C4=W]'�4nG7 I:pH��d In Q75 5 Dl ra]S WJ IAW 66DH W2 LCW =a—aHD W4 lma . —1 Member Forces Summary TaHeiidcm:Memhem.n—CSLm exdfu¢.(mnmme.foo,Wdff ahsrMxdaJfaW Win 11-2 a915 4Waft1 (2Aian)lal We4 63411E: oresiae)J 6 am S]341t (-melm)174 a4N 1601b, 314 a3�1H 3'AIIM "ft(ISIOhll613 a61] I.�tm an,WR* (�llhll]II an -LmUa I�Ua('1,4n IFe)I89H am S=14 f:TTCCFTPT A'IFC Additional Notes: Theend efevery chord segment shall be braced laterally pefpendiadarto theplane ofthe truss. lateral braces shall be installed Within 6- ofthcmd ofeacb chord segment. Indicates lateral bracing required perpendicularto theplane ofthenuss.A single symbol ofthis type indicates a mid-point.Two symbols ofthis typeindieuebrara a thethinl points.Thenumberin parenthesis is the largest compressive foneon the web. Page 442 of 570 IIA GFNFRALNO OFI EDRAWNGPACK GESH BECONSMMMASANMIFARALPARTOFT COSdON DMIGN00CU ..NOTETHATTHE I Cams zEngineering II PROF6SIONALFNGINEERS SFALPDICAMS ONLYTHATTHETRUSS ASSEMBLY SHOWN ONULS HHEEF Sff£ISTHEMMNIOM MPI ABEEDFSIGNCRIIPRIA MR I]53c—Cm THELOADS. WADING CONDITIONS. MUSS MFMeER CONFIGURATIONS, ANDSPANSW ED ON THLs SHan'. Lam CO m0 f , Cameron Engineering Truss: T55 Phone: 303 800 6750 JohNamm SURG ] x, . KeyHBildOsystem Bradscameron@yahoo.com Data 09/26/10 13:45:25 KeyTmss® System Cs6.018 Version: 1.183 Page: 1 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-9L6 5.018/12 2 1-7-5 0-5-0 1 48 in 16AHis 1-9-6 0-5-0 — -I_ -- 14--6 0.R-03 1-5-12 2 7 0-0-0 0-0-0 1-6-3 OS-U . S3 I(1-393 7-6 Cinlu inicoe fuuvmn inxeb. Sgma iNae falocmn intlmk. 'Fuiwx' irtaa OemdcdllOSDS EA60 TORaR ngiMm w W dHc vrn8c. ErA valr in5wa Ih�aBcdfulwa Igimt Wlvemamim Aala medlelm m Nx Ja�n�galix is mpmt Refir to Gv®I Nac WfWvdanfwvim AllavetlealcvlafalcmualNm[E{a Jc 19b A615pdfaimfmCddFmeJBlal dip MainainTmvmat¢i�gm Y16'mn Mainin favm�napnm SVl6'mnTactl�slmd a4xl m�mM CSI Deflection I/ poc) Allowed 'IC: an](1-2) 11L 001 in LIM 8 LIM BC: 0445(34) LL:Oin UP LIM 8 LIM Weh OMHA) C.IOHTL00iin UP 2LJM 6 1LI90 7CC.imn<.'ly Bnml Cw I0HIL01n m/M 6 MISS BC Min Sn ci,=Q in H-11, 0m in 6 Reactions JT Tpc LC BC ft w'. 4 Pin(WL) I 1 2in 4 Pin ML) I 1 2in ] vRdl(WL) I 1 151n ] VRdl EVIL) 1 1 15 in Mlh H I 7 Oft Mm H -zm 16 Page 443 of 570 IIPROF£SSIONALFONCHNEM OF 751SEIU.IMICAT60NLDRAWNG OE SHALL BE CONSIDERED M YTHAT'IHETRUSSASSEMBLYSHO NONTHISSHEEPMIEISMEMMLN MIGN�11000BUEDESIGNCCRHtRIAMR I MC-o TTHE ng II THE LOA S. LOAOWO COMMONS. TRUSS MENBFR CONTIGURAMONS. AND SPANS LISTED ON 7HES SHEET. sain Cameron Engineering Truss: T55 Phone: 303 800 6750 JobN=: SORG �,��; n Key6uild®system Bradscuneron@yahoo.com Daze: 09/26/10 13:45:25 Keyrmss® System Cce 6.018 Version: 1.183 Pagc 2of5Report: Eng Plot SPAN PnCH QTY OHL OHR PLYS SPACING WGT/PLY 1-9-6 5.018/12 2 1-7-5 0-5-0 1 48 in 16.4lbs 4 PinryVU 2 m 1 tin -9114H in 7 V RdgM" 2 I 151n Olh T V Rd1(WL) 2 I 15in 911E H 4 Pin lMq 3 I tin aN 4 Rn(WL) 3 1 tin 2551tH ] VRdl OVL) 3 1 15 in Oft 7 VRd1 (WL) 3 1 15in -17611mm 4 R.ML) 4 1 tin 3VRn 4 Pin(5 ) 4 1 tin -IMIWH V RdI(W0 4 15 in 01h ] VRd I ML) 4 151n 16214H Page 444 of 570 A GFNRtALNOIPSOFVSDRAWWGPACRAGESH BECONSMMMMANW RALPARTOF'ImSCOMPONFNTDMIGNWCUA .NM' TTHE CanlerOn Enginceling PROFESSIONNENGINEEIS SEAL MICAT60NLY THATTHETRUSS ASSEMBLY SHOWNONTILS SHFETI=S THE MMIMUM APPUCABIE DMIGNCRMI FOR lmcC CM THEWO .WD WG COMMONS. TRUSS MEMBER CONFIGURATIONS. ANOSPANS LLSIED ON TMS SH .. Lv co Cameron Engineering Truss: T55 AMCAl. r.Phone: 303 800 6750 lobNa= SURG KeyBuild@System Bradsamxron@yahoo.com Daze: 09/26/10 13:45:25 KeyTmss@ System: Cee 6.018 Version: 1.183 Page: 4o1`5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-9-6 5.038/12 2 1-7-5 0-" 1 48 in 16.4lbs 4 Mn1WL1 a 1 lin AM iaN 'I V0.tll(WLI B 1 15 in 0]tr 7 VRdl 1WL1 R I 15io-29DIWH Loads Summary Load Case Lrl: Sid Live Load Div7bu¢d loads We Ia-.aiml I imi Dimim S,o S. FNlatl TdbWidb TT Cm Oam Pq mar M,f Qm B. Cad Dam PN Bpf Oraf lain Load Case DI: Sid Dead Load Dia Nd dloads Munn IddimI l im3 Dimim S,c swN Fitllml "WIN TM Cof Dwn RWi IOpr IORf 4in B. Cm Dam Rafe IOpf IOryr lain Page 446 of 570 A GFNFRALNO OFWBDRAWMGPACK GESf BECONSMO ASANM RALPARTOFTRISC0A9JNFNlDFSIGNLU-CIIMFNTN01M H T7 Cartcmn Engineering PROoNSIONALFNGMFflIS SP INDICATES ONLY TNATTHETRUSS ASSEMBLY SHOWN ONTRIS SNEEPMEEIS THEMMIMUM APPUCABIEDFSIGN CRrIF MFOR lw9 Cum THE (DADS. WADING CONDMONS. TRUSS N ER CON RtATONS. ANDSPANS MMD ON=S SHEEE. I�Co&.N Cameron Engineering Truss: T55 ��J(.��pl & . .. Phone: 303 800 6750 JobNanse: SURG ®" cy d.VSystepn KeyBuild®System Bradscameron@ ahoo.com y Date: 09/26/I0 13:45:25 KeyTmssO System: Cce6.018 Version: 1.183 Page: 5 of5 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-M 5.018/12 2 1-7-5 0-5-0 1 48 in 16A Has Automated Load Cue WI: MWFRS-Left(Up) Disrllwred Inds Men Immiml l im2 Dimtim SPeal Sam Lvd E]Lvd Nib Widb Tay -1-7-5 Dao NUp RsN 51.52pf 51.51 pf mi. Tee Ono 1B NUp Rae n%,r 2L95pf Ain TT I-96 YM NUp Run t0.23pf I423pf akin Da 000 I." NUp Rae 2818pf 7818pf Ain Automated Load Case W2: MWFRS-Right(Up) Daribued loads Mmlc Imiml Idaim2 Dinnim Stti1 sLN Ld Enlr Tab Widh Tay 4-7-5 Oaa NUp R. V..Sbpf T.95pf ®in Ay 080 1-96 NUp Rae Y.M,f A.69pf ®in Ry 196 2.24 NUp Rae 27.93p1` V..96pf akin Ba 1-7-3 22d NUp Rave 'AIBpf Mls,f Ain Autommted Load Case W3: MWFRS.(Mm Dn) Dimlburcd Inds wnbM Imliml Iamim2 Dixim Spent sun lad E,dr WbWidh TT .1.7-5 000 NUp IN4' HA9p:f W. psr Ain TW 000 18 NUp Rda 1.93pf 1.92pf Ain TT 146 22b NNnn Rafe 7.8tef 7.9,f 48in Automated Load Cue W4: C&C(Suctiun) DLmibmed !cads ash !arnicaI Im1im2 Di.. Satan San lml EJ bad TEbWidh Try -1-7-5 Om NUp RWe 3957pf 39.57pf Ain Tay USE 146 NUp Rae IA15pf ]%IS,( 48in Tay 196 286 NUp Rae ANSI pf 39.Srpf Ain Be 000 1-53 NUp Rase Sam, SSXpf Bin He 1-7-3 2-24 NUp Rae SS31 pf am pf Ain 1)This truss has been designed in accordance With ASCF,7-05,145 nnph, Exposure C. The building is GablefHip with Building Category IV (I= 1.15),Mean Roof Height 37 it, Overall Building Dimensions of93 fl x 102 ft, Enclosure Class: Enclosed,CCZone Width 930 ft.The left and vertical has not been exposed to wind."" right and vertical has not been exposed to wind. This miss is an End Zone Truss. This miss is not in a Hunicane PmneRegion. Load Combinations 0 ImICmVv Fmv DI 1 LED 3 01. W3 LED =G_` -D1rO75_WS7a751j1 -1Aro"'�"'—"'1 5 D1+a75W3 LED C6--u6M W1 7 a61n+W2 LED CB � g6Dlf W,4 I,ODll Member Forces Summary T1!2n"ane:ly mm.rtn.CSL.nual fmc0m.amp. RxmdByne wnnnsamg r I "ICId 61 nbil &1h 101tr.1 I-2 291 .i0nld 2.7 al -2Ailbr ecm 03 Rw6 oltR 34 a. olm ss ane op. WeM 1-5 alffi -2NIh H a6'6 .1. (-AAIE:123 affif Siena (-2LI41 GUSSET PLAIM Additional Notes: Warning: Pbssiblecon0icts in geometry my require additional design review. The and ofevery chord segrment shall be braced laterally papendicalar to the plane of the truss. lateral braces shall be installed within 6- of the end ofeasit chord segment. Page 447 of 570 . GFNFRALNGnSOF7H6 DRAWWO PACKAGESFULLTE BE AS AN INTEGRAL PART OF THIS COMPONENT DESIGNDOCONIENI. NOTE MVrME Cameron Engineering PROFESSIONAL ENGINEERS SEAL INDICATES ONLY '1}IATIHETRUSSASSEmBLY SHOWN ON THIS SHEET NBETS THE NVN N APPUCABIE DESIGN CRnEmh FOR Im Cee Cam THE(DADS. LOADING CONDmONS. TRUSS F@.®ER CONFGURAHONS. AND SPANS LISTED ON THIS SHEIn.. Iapta4 Co R'[m Cameron Engineering Truss: T56 Phone: 303 800 6750 7obl,l� SURG �.T....34� Key Build®SysiSystem Bradscallxron@yahoo.com Daze: 09/26/10 13:45:26 KeyTmss@ System Cee 6.018 Version: 1.183 Page:. 1 of4 Report: Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 1-9-6 -5.019/12 1 0-5-0 1-7-5 1 48 in 135 lbs 1 O-ST1-96 1-7-5 1-96 1.5-12 0-6-13 5 � 2 12 5 6 4 0-0-0 O.M 0-5-0. L9-6 ' 196 Cin:ln iNae fanrermn inwe�. Sgau i�mte La1[RwR indmtr. 'Faslovs' irtau Re nnhrdY10505 (ALSO faimn mpmGaz ve vddllr mntrr. ExNvalm i�daa Je nvnd dfuiws ngiml Wleremvmim daa uw dlMw m IHs apazn4nq:�Rdulo Gnnil Narsfnfinhrelarifaim Allovatle slvrpcfalemisddmeltvlh 1916A615pificwmfv CtldFanalSwJ Wipe FtlliuinfalemeBei�gm A'16'mn Maimtin Lss�tmu¢mvpnm%IU rrvn fawrAskgd in.1c a¢I �Im CSI Deflection L/ am) Allowed lr: (1615R6) MaOlinllP Ll999 (341 L12D Be: aNSN) ILOin L/9A 4 LI YB W& QH9(2-3) CxIOHn QD in UP Mimi 6 9/90 w cwiw lyll1 Cm/OH LL-Oin L./999 6 2L/m BC Pulin Sfmi,-RHn Hve IL' BE in 6 Reactions Summary 3T T w BC Bn, Wia R.im 3T BC Nv Rm nw Gn,.Odin 6 HWFRsu in r Casu In m Uafift mm Hach 7 Pin1WL) I 1 15in MIN 7 1 EN -71 IN -TA IN -P IN-1.1571N 3 HRdl WW I I }Sin IDl IN 3 1 414N i )N -2353IN -23B IN 7 Nn(WQ 2 1 Min WI 3 HRdI(WL) 2 1 15in 41BIN 7 Pin(Wo 3 1 15in MIN / 1 Plu(WL) 3 1 Min -R) IN 3 HRdl ML) 3 1 15 in %1IN 7 Pin(WL) 4 I 15 in NI IN 7 Pin(WL) 4 I 15 in +OINH 3 HRdI ML) 4 1 35in IWBN Page 448 of 570 1 ALL GFNFRAL NOIFE OF ME DRAWING PACKAGE SHALL BE CONSDEHEO AS AN INI2GRAL PARTOF TH6 COWONFNF DESIGN UN[DE. NOTE 7H ME xon En: ine Canr4on Engineering PROFESSIONALENOBEIERS AL BNICATE30NLYTNTTHETRU5S MSENELY SHOWN ONTHLS 5NEEf MFilS7HEMPILNUMAPPIICABIEDFSIGN ClUTERNFOR 7HEWPiDS. WADING COMMONS. TRUSS NfENBER CONFIGURATIONS. AND SPANS L6IEDONIHis S16YP. Lm coxz e Cameron Engineering Truss: T56 Phone: 303 800 6750 lobName: SURD f.KfLLC KeyHuild®SysteSystem BPadSCaTIlCIOn@yahoo.com Date: 09/26/10 13:45:26 KeyTmss® System Cm 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-96-5.018/12 1 0-5-0 1-7-5 1 48 in 13.5lbs 7 Pin(WL) 8 1 ]Sin 3 HRdl ME) 8 1 ]Sin Member Material Loads Summary Load Cue Lrl: Sod Live Load Dian c[Leads -I.IAIhcH -235316 CSI Max P Mrnb Lvnlimi 1—im2 Di.im Si Smn Eua EiDW Tnb Wish TT C. N.m Py M,f M,f Gain Ba cm IXrvn Py Bp:f Bpr 48in Load Case DI: Std Dead Load Din iWred ]uxds Mew E im l W im x DireNm. S,® Son lud End Tdb Wimh Rp C. Ibvn R. 1015r 10,f Gain B. cm W.vn Ra 10 p:f 10,f actin Autommd Load Case W 1: MWFRS-LeR(Up) Tap 000 IA6 NUP Rek 37w,f 3z. ,r Win Ty 1-96 wn NUP Re V..9Spf P.bpf akin Automaed Load Case W2: M WFRS-Right(Up) DianbuNd Lands TT 040 I46 NUp Ra ATipf 2i95yf Win Tip I96 3411 NUP RAe 51.M,f 51.52Rf Win ALL GENERAL NO OF THIS DRAWWG PACKAGE SHALL BE CONSIDERED AS AN IMEGRAL PART OF THIS COMPONENT DESIGN DOCUMINE BOOM THATTHE PROFESSIONAL ENGWEFRS SEAL WDICAMS ONLY mATIHE MUSS ASSEMBLY SHOWN ON THIS SHEET hff£IS THE IANNNM APPUCARU DESIGN CRDFRIA FOR THE LOSES. LOADING CONDT110NS. TRUSS N@MBER CONFLGURA11ONS. AND SPANS LLSIED ON MLS SHEET. Page 450 of 570 Cametun Engineering Imc—c. Lv CO Main Cameron Engineering Truss: T56 ..,1,���.N�1-. Phone: 303 800 6750 ]obName: SORG KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:26 KeyTruss® System Gee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-96-5.018112 1 0-5-0 1-7-5 1 48 in 13.5lbs Automated Load Case W3: MWFRS{Max Dn) Dimibuted loads MCMc Iamiml [-.im2 DirtW. s M ScObvd Ed lad Tde Wlmn Tay 450 040 NOvm RNe 7.9"f 7.8,f 48in Try p00 1A NUP Rill Lm'f 1.M,f am Tay IA6 3 11 HOP RW 22.49pf 29R9nt 4SH Automated Load Case W4: C&C(Sucron) Dist ibured loads 1)This truss has been designed in accordance with ASCE7-05,145 mph, ExposureC. The building is Gable/Hip with Building Category N (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hunicane Prune Region. Load Combinations Member Forces Summary TnNc oNaua: Me,cr.m. m,.cs1. �.P�PIr .(�,emt..rmr umarm.r vau uizlr�l GUSSET PLATES Additional Notes: The end ofevery chord segment shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end Bl each chord segment. Page 451 of 570 IIPOFE490NALFAL ENGOWEEt55EALWDES OF ME CATES ON.Y MVTTMEMUS ASSFMRLYSHO NON ME SHHIMAUETSTHEMINNUMRAL PART OF ME APP�CAB�D61GN CCRUISOR FOR TTHE C1e���,C. rrn ng THEMADS. WADING CONDITIONS, MUSS NENIBER CONFIGURATIONS. AND SPANS LISTED ON THIS SHEET. Cameron Engineering Truss: T57 Phone: 303 800 6750 lobNanc: SURD --vaumucauc" Keylluild®System BTadscalnel'on@yahoo.com Daze: 09/26/10 13:45:27 KeyTmss@ System Gee 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5.9.6 5.005112 3 1-7-5 0-5-0 1 48 in 39.3 HIS _F 1ti-3_ 4-3-3 0-5-0 —{ 1$3 5-94i 0-8-13 3.1.12 3 8 5F12— 2 1 7 6 4 0-0-0 0-00 1.641 4-3J 0.5-0 1-6-3 5-9-6 I Cim1¢iaoaieimtpe fmledMfi inclvA.'Fmmers'in6rmes JenmBTdMI050S (ALSO fmlmcrs mPmalm ve eNdne iren�. EmA calm iNirm¢ah nmiv dfvlcros rtQ,v�a[emimpm¢T Ou Refweb:. wq Ninbcue daxn� a llmeis mfimR ReferloGereM Ne¢ (n Nlln[laff tim AllmvaNe aknlerf'snrerix mi.fraxb ulnJaletllerlh l4AAI$I Slecifmimfv Ctl6Fmml5lxl RsipR Maintin ltilmeraµcinsm 9'16'mrt Mainilnfmi¢erMgjnm 9'16"�dnfn¢eF SlrMd s�¢l mmc 4 CSI Deflection L/ (10c) Allowed W: (1WH-2) T1: am in UP L/9A Q-3) L/ND BC: 0614(5) LLDin L/999 @3) L1W Wch 0WO-5) Cara/0H11,004in UP 2L/9A 7 2L/90 TC cwln IYB� Cm/OHILOin M1959 7 2L/D BCPWin Spm,=Min H—M003in 7 Reactions Sununary IT LC Bc DrsWid R.I. IT BC NI-R. M.nG—U is M.MWFRSU in M Cxu iR Ma.0 m Max Hai. 5 Pin(WL) 1 I tin 4161h 5 9571k. -]DIE 41= 4.1921B 2021b, 9 HEST MU 1 1 15in 1401� 9 1 2M1M -)%Ih �I,O6111, -I.Wl Is, 5 Pin (WL) 2 1 tin WRS 9 HRWI(W4 2 1 15 in 24411a 5 Fin(W-) 3 1 2io 1321k 5 Pin(WL) 3 1 2in 931%H 9 HRdIML) 3 1 15 in MI 11e 5 I'm(WL) 4 1 2in ®Albs 5 Pin(WU 4 1 2in W1b,H 9 HRdI(WL) 4 1 15m 28616: Page 452 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN WIniRAL PART OF THIS COMPONENT DESIGN OOCUN .. NOTE THATTHE Cannon Engineeling PROFFSSIONALENGINEEQ'S SPALINOICAIES ONLYTHATTHETRUSS ASSEMBLY SHOWN ONTHLT SHEETMEHIS THENUNNUM APPUCABIE DESIGN CRURM FOR IMCan Cam THE WADS, LOADING CONDHIONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ONTHIS SHEET. l�. CO SEE, Cameron Engineering Truss: T57 Phone: 303 800 6750 JobName: SURG KeyBuild®System BradsCarneron@yahoo.com Daze: 09/26/10 13:45:27 KeyJ'nlss® System Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PJTCH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-6 5.005112 3 1-7-5 0-" 1 48in 39.3lbs 5 Pin MI.) 8 1 tin 2llL H 9 HR61ML) 8 1 3.5in -I.al 1k Loads Summary Load Case Lrl: Sid Live Load Da band Loads Mew IanfimI i 'im2 Di=im S—d Slat lml Edlmtl Mb Widb Tap C. IX— Im Dlef 30p:f 48in B. Cm P j Opf Oqf 48in Load Case DI: Sid Dead Load D-b4t d loads McM 1_oim1 1=m.2 Di.im S � Sim Intl FN Wtl Tab WAh Tw Cm pvm RLL 10,f IOp'f min B. Cm Dam RLL 10,f 10,0 min Automated Load Case W I: MWPRS-LeR(Up) Diaribaled Loads D00 S96 NUp Ra{s Nlnf Np:f 48in 596 626 NUp RW 1428pf 14M of 48in 000 1S3 NUp R. ffi18p:f xis,f 48in Page 454 of 570 IIAIL GENERA HCa SOFTHE DLL DRAWING PACKAGE SHABECONSBJERM AS AN IN RALPART OFTHIS COSP NFNTDESIGN DOCUMENT. N=MAT MES I Cameron Engineering II PROFESSIONAL ENGINEERS SPALMDICAY O0 YTNATTHETAUSS ASSENRLY SHOWN ONTHIS SHEX`F IS THEMWIMM APPLICABLE DESIGN CRHFAIA MR I Oc.Can T WADS. WADING CONDMONS. MUSS MEMBER CONFIGURATIONS. ANDSPANS LL M ON THIS SHEPI'. I 1n8foLCOsxw .. Cameron Engineering Truss: T57 cvrem,munuc"'- Phone: 303 800 6750 7obNanle: SORG KeyBulld®System Brad8Cameron0-yahoo.Com Daze: 09/26/10 13:45:27 KeyTruss® System Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-6 5.005/12 3 1-7-5 0-5n 1 48 in 39.3lbs Automated Load Case W2: MWRL-,Right(Up) Dwdlx ed Inds M. tamim1 1 6.2 Dincins Seem Smn lretl Intl tam Tnb WimM1 H,a .1.7-5 nW NUp Ran V%'l T931ef Min Ty Dan ,VM NUP RAc '69 xf Jotsf Min TV 596 6b6 NUp Hahn 9.%,f 11.961ef Min Automated Load Case W3: MY&M-(Max DA) Distrlbuled Inds TT 596 63 Automated Load Case W4: C&C(Suc ion) Dimibutad Lands ee m Min sW UW Sva NUp Rma 14163'r law,( Min Tap 596 62b NUp Rnke 20653laf 2(G53p:f Min nd 000 1S3 NUp Rak UM fnf 81Mpf win 1) This truss has been designed in accordance with ASCE7-05,145 rnph,Exposute C. The building is Gable/flip with Building Category IV (I 1.15),Mount 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 Trans. This [suss is not in a HunicanePmne Region. Load Combinations f Tams ink.- Mmba m. gnu CSL —aem fa¢. Raw 34101b (-2URsH24 aw fi711x: GT TCSFT PT .ATFC S. ifd@mrt fmn ma aimraw) Additional Notes: The end ofevery, chord segment shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shell be installed Within 6" ofthecod ofeach chord segment. Page 455 of 570 n ALLIiGrvFX.9L nV1Fl Vl ml]uKAW[wJ v KAuHSHA ae UUNSM JcD AS AN IMlm3u LPMTOFTH15 COWONENT DESIGN DOCUMENT. NOTE TTHP I Conical Engineering II II PROF£SSIONALENGWEE0.55EAL WnICAM ONLY IHAT7m`TRUS5 A55FMDLYSHOWN ONTHIS SHEET MFm1HENUNNUM APPLICABLE DESIGN CRnER1A FOR 175313oveCml 1HE (DADS.IDADWG CONDt11lWS. MUSS MEMBER CONFIGURATIONS. AND SPANS IJSIPD ON THIS SNFET. Lopms, CO sexo Cameron Engineering Truss: T58 :.I �Keyauild®System Phone: 303 800 6750 JobName: SURG _ Brads(atneron@yahoo.com Date 09/26/10 13:45:28 Ke1?mss® Systme Cee 6.018 Version: 1.183 Page 1 of4Report: Ping Plot SPAN PITCH QTY OHL OHR PLYS SPAaNG WGT/PLY 5-9-6 -5A05/l2 3 0-5-0 1-7-5 1 48 in 39.3 lbs 0-5-0 433 1d3 14-5 -- —433 +— 59E� 3-1-12 0-8.13 8 � 0 OL-0 0.5-00-SO 3.10.3 0.SOI , 4-3-3 59-6 cilaa imm[falmT.vn ins. sy�irta[Im�ac[aa. maam. •Faves'iw�d�mro:�nosrx also ralmm mFdwvermdeu,a �. FF�.amiNmla u.m�rt.a�Im>:IeT:�m wmemamimpve m[almmmu:. a '�apaeia mµmi RelcloC �I Nue fufinlctlmifaim Alia �ealevp falvcis dodmdty Je 19b N515�faim(vCddfnnd SN �ipL Mvh'nlmlacslv[i�LA'16'llin Milaviofalvuq��poO WlN lrinlvabak¢Q etd mamnt CSI Deflection I/ 000 Allowed TC: Qmc-) Tani. L/9A 156) LINT BC: 865516T tLOin L/M (1-2) LIW W[k QSID SJ C.10[i aminuP mim 9 21.1% w cmim lya� Cm IOH ILOin 2L/m 9 m,90 BCPulin Spei'=d8in H—E Bwin 9 Reactions Sunlnlaty Er IG. BE BrnWid R[anim I IT BE M R. Nl;uto.vUpfift Nummsuplift M.0 CSCO 10 Pin(WI) I 1 21n IYIIFe la ]Y611e -ib lm -I,Rllb 5 H Rdl ME) 1 1 2in 61616: 5 I 95711n -m In 41821E 10 PiidWL) 2 1 2in 29IIn 5 HFUR (WL) 2 1 2in M71tr 10 Hn(WL) 3 I 2in DI R" 10 Pin(WLI 3 1 2in -95 R,H 5 HSin (WE) 3 I 2in IIIIE 10 Pin(Wl) 4 1 2in 2861b to Pin(WL) 4 I 2'in .10IS,H 5 HRa1 MLI 4 1 2in ml lh Page 456 of 570 ALL GENERAL NOOES OF MIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INTEGRAL PART OFTH6 COMPONEYI DESIGN WCUN04T. NOTEMAT THE I Callelon Engineering PROETSSIONAL ENGINEERS MOONS DICAMS ONLY THATIM MUSS ASSEMBLY SHOWN ON THIS SHEET FITS TIE MWPIUN APPI SBIE DESIGN CRITERIA FOR 1753( THE LOSES. LOADING EONOff1 I TRUSS NESHFERCONEIOURATONS, ANOSPANSM6 ONTBSSHEET. IUPIULCOaeio Cameron Engineering Truss: T58 AM .A .....1.�. Phone: 303 800 6750 JObName: SURG I-, Keylluild"stem Bmdscameron@yah00.com Date: 09/26/10 13:45:28 Ke)'Cmss® System: Cee 6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-6 -5.005/12 3 0-5-0 1-7-5 1 48 in 39.3lbs 10 Pm( m 10 Pin fWL) 5 1 tin .AIh:H 5 HRtlI(Wq 5 I 2in 2111h. 10 Pin IWL) 6 1 2in -25616s 10 Pin(WL) 6 1 2in {}BIER 5 HRAI(WL) 6 I 2in -091116s 10 Ii. MW ] 2in 1016 10 Pin(WU 7 1 2in . lh:H 5 HRon MW 7 1 2in .Mid Page 457 of 570 ALLGFNERNOMSOFMI DRAWING PACKAGE SHALL BE CONSB)FRED AS AN INTEGRAL PART OF MI COMFONFNF DFSX)N DOCU .. N07E 7HATTIE Canemn Engineering PROFESSIONALEVGWEBWS SEU.INDICATS ONLYnUtTT@TRUSS ASSEMBLY SHOWN ON Ti6 SHEETN0NS TiEMNNUM APPLICABLE DESIGN CR11ERUi FOR D53Cme Cool THELOADS, LOADNG CONDn1ONS. MUSS MEMBER CONFNRIRATONS. AND SPANS TEDON1HIS S1 . lvgnv4 CO Ban Cameron Engineering Truss: T58 . wont — Phone: 303 800 6750 lobName: SURG KeyBuild®System BradSCameronC&yahoo.corn Daze: 09/26/10 13:45:28 KeyTmssS System Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-6 -5.005/12 3 0-541 I-7-5 1 48 in 39.3lbs 10 Pin(WL) 8 1 tin 5 HRnML) 8 1 tin Member Material Loads Summary Load Case Lrl: Std Live Load Dimiburedlunds -213i IhNH -0.IMI% CSI Max P wart I i.I Iidinn2 Di.im Sp a'. Le] EN IM 716b WiAh TT Cm Dnvn PR A'f M,f Min Ba Cm Dann Pml Opt Opt Min Load Casco I: Std Dead Load Daw9xaedlne& Mrn I i.I Imsim2 Dnvim Sped a,-lml Ed! lml Tnb Widh Ty Cm W.vn Rase IO p<f 101ef a.. Ba Cm Dam R. IO,r last 4. Automated Load Case WI: M WFRS-LeR(Up) S" S96 t411ll Rate Rae Page 458 of 570 A GENFAAI.NO 6FIMSDRAWNGPACK GESHAILBECONSMMMASANP RALPARTOFTHISCOMPONE DESIGND'1(. ..NOIETHATTHE Camvon Engineering PROFESSIONALENGNEERS SEaLPJDICATES ONLY IHATTHEMUSS ASSBABLY SHOWN ON THIS SHPETMEEISTHEMNOVS1 APPIICABLEDESIGN CRITERIA MR 1753Cme Cam ME tDADS. LOADING COMMONS. TRUSS hnENWER CONFIGURATIONS. ANDSPANS IISIFD ONUS SHEFL Ivgrcn. CO RCN Cameron Engineering Truss: T58 sl'& Phone: 303 800 6750 JobNamc: SURG KeyBuild®System Brddscatneron@yahoo.com Date: 09/26/10 13:45:29 KeyTruss® System Ox,6D18 Version: 1.183 Page 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-9-6 -5.005/12 3 0-5-0 1-7-5 1 48 in 393lbs Automated Load Case W2: MWFRS-Right(Up) Disribinedl-c d5 Autonated Load Case W3: MWFRS-(Max Dn) Dianhred leads slN h inn t i.2 Dnmim snag smelma E,dm 7abwiah Top 4" 400 Nnum Rnic 7.D,f 7.731Ff mi. Tap 400 5" NUP Rite L99 Fd I.%'r Gain TT 596 7411 NUP 14k 29.561ar ZUA'f at. Automaed Load Case W4: C&C(Suclion) Dlmlbmedlmds Tap 400 Sm NUP Rah NR6lp:r 1463Rf. Min Try S96 7411 NUP R. 21653'f asv,r Win Ba 443 S." NUp R:6e &GG p( Br",r Gain 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 Dinensions 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 Pone Region. Load Combinations 7 RA In W2 ♦ ].an Member Forces Summary rir-r 26 am D810 M. Itr GUSSET PLATES Additional Notes: The end ofevery chard segment shall be braced laterally pispendicularto the plane ofthe truss. Lateral braces shall be installed within 6" oftheend ofeach chord segnent. Page 459 of 570 II� GENERAL NOTES OF PROFESSIONAL ENGINEERS SF INECATES ONLDRAWNG OY THATTNE MUSS ASSENWLY SHE S� BE CONSEDERED AS AN OWN ON THIS SHEETNEEIS THE R� PART OF THM COMPONENT APFUCABIn DESIGN CCREFER1A FOR I tc—C. Engineering II THE WADS. LOADING CONDmONS. MUSS MESW FR CONFIGURATIONS. AND SPANS LLSIm ON TH6 SHEEEH. Cameron Engineering Truss: T59 A-44N.r: Phone: 303 800 6750 JobNalre: SURG KeyBuild®System Bradscameron@yah00.com Daze: 09/26/10 13:45:29 KeyTmss® System Goo 6.018 Version: 1.183 Page: I of4Report: Eng Plot SPAN PITCH QTY OHL OFIR PLYS SPACING WGT/PLY 8-6-14 5.001/12 21 1-7-5 0.5.0 1 48 in 56.8 lbs 1.7.6 -3 3-6-6 3.6-5 _ 4-3 0-8-13 4-3-11 4 10 3 512 2 i 9 5 6 1 84 5 0-0-0 0,o-0 16-3 3-6-5 3-6-5 0-5 Q. 1-6-3 5-0-8 "-14 fvsurermnin wets. sgoic iNimefu/aermnlnUnNk. 'Farlmrt iMmtu Ne mdsrd/10 SDS (A6pf rams m9urtdar oe wtldlk �remkr. FUM1nlie i�dutea lk Mhrdfa urers rtgw�. Wkrtmm7implmca artcallWmmOvs &a.iliofmce is mµrei RNerw GererW Nacr fv fwkr[Ivificalim Allwede akarper fcriereriz rilalvalpclk 1996A131 SIxifolimly CtldFmre13ta1 Cesigl Muiruinfarlcrcrxp¢.irgm A'16'min Mdraainfaaaer Sdg mupna gl6'mnfveaMCM1md stwla ottltae stcel me{ CSI Deflection U (10c) Allowed QMH-2) ILaMin UP L/9A (56) L/23:1 BC: BBE(56) U 001 in L/999 SO L1W W& QW40.7) CUT/OHTL001in UP 2 1599 9 M/90 ICCofiW—IYBn C./OH IL (US in 9./9A 9 M/L Be Min S,an, 48 in Hm1iawin 9 Reactions Smnmary IT Tr IL BC BrnWid Rwnim 11 1T BC Manic— NUx G—LJ ifl M 14WI`Rsvplift NinnC&CUilift M.0 ifl MU Hoiz ] Pin ML) 1 1 2in 5f31h: 7 I.IQ RA -]O;11tr. AHn;. 41161h 25I1k 11 HRon MW I 1 35in TIIIk II I SN11A A55 -2m9In -20191t ] Pin (WL) 2 1 2in 1.14JPs 11 HRon FVL) 2 1 15 in 524Ik ] Pin(WL) 3 I 2in 291Fe Men n ] Pin RL) 3 2in 11 HRd1(WL) 3 I 15 in 3191k. 7 Pb(WL) 4 1 2in 7/61in ] Pin RL) 4 1 2in DIIUH 11 HRd1(WL) 4 1 15 in 4911h: Page 460 of 570 AIL GENERAL NOTES OF US DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF US COMNFNT DESIGN DOCUMENT. NOTE THAT THE C2nCNn Englneeting PROFESSIONALE]ANNEEIIS SEAL MmFS CATONLY'THATTHE MUSS ASSEMBLYM SHOWN ON THIS SHEET NEETSME NMUM APPLICABTE DESGN CRITERIA FOR lm9 Cou1 ME LOADS. LOADING CONDITIONS. TRUSS hffMBEA CONFIGURATIONS. AND SPANS I-STED ON THIS SHEET. La ,CO RHB �1 Cameron Engineering Truss: T59 f��K - v` Phone: 303 800 6750 3obl,l : SURD 6--- 4:VItSystem f KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:30 KeyTmssO System Coe 6.019 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY "-14 5.001/12 2 1-7-5 0-5-0 1 48 is 56.8lbs Pin( tl1 2in 16 7 Pin(WL) 8 1 tin 25181WH 11 HRd] ML) S 1 15 in im)Rn Member Material -. CSI Bracing Max P TWcm¢10 m6l,bM4 0 um Sl iae -Iss31W Ba Clil)18 (m516131(91 a)' Oam a�onc., ; 1WJ WWIA 3RSIR-33HUkH am Ui1mcW .BLIW ,Wiblb �6251ReJ:4?trl— U?54�1) 3wa IK w.aai 3RSIR-13D3u3 Wi1iY6""���)651¢N.IJ31uia ovn uno- w n510 =Urbs. gi�'^"LIA I.Mift W&M s2SIR-31115Wi1 RIM UrbaW "RO witi)3 3Rvl6L3l.(Dtiai) —M142.: � WFZ.O l:7771 s� Wd, 5 ]Wsia-m roil 04H U.trartl 1.2361Fe Loads Summary Load Cue Lrl: Std Live Load Diwlbuted loads Marla UeUiml Linim2 Di-im Speae Sean LrW Etl 1®e MbWihb Tay C. Dam Py 20,f IDpf Min BO Cm Davn Pml Opf Opf M Load CaseDI: Std Dead Load DataxpeA load, sl a 1 iml tumim2 Dimim spw Slaw Fidlmd Tdbwiah Tap Coe Dvw RWe mpf lopr Min Ba Cae Dow Ra IOpf IOpk Min Automated Load Case WI: MWFRS-Left(UP) Dimlbmtd Loads Mentrr 1¢Unin1 4vl-2 Dimim Spe.N Slmt lm4 FN I®4 Tib Wihb Tay -1-7-5 too NUp Rake 51.58fnf 51.5tly:f Min TW Goo 8614 N Up Reke RIM pf M01 pf 48in TM 8614 PII-14 NUP Rn4e IQflpf 14ER.r Min B. 000 143 NUp Rake M.I8pf 7818pr Min Page 462 of 570 A GFNERALNO OFTWSDRAWWGPACK GESHAILBECONSDERmA ANW RALPARTOF7 COM NEM'DMIGNP UME ..NOIEIINTTHE Cameron Engineering PROFESSIONAL ENGWEDIS SFALWDICATES ONLY nMTMEnUSS ASSEMBLY SHOWN ON MIS SHEETMEEIS THEMWIMUM APPUCAB1E DE5DN CRRIMV,MR 1753Coe Cm1 71ELOAD5.IAADWGCON MONS. TRUSS NEDMIA CONFKURATONS. AND SPANS LLSIIDON THIS SHEEP. t'"Pnw. CO Son Cameron Engineering Truss: T59 - Phone: 303 800 6750 7obName SURD _ �' KeyBuild®System Bradscaamemn@yahoo.com Daze: 09/26/10 13:45:30 KeyTmss® System Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-6-14 5.001/12 2 1-7-5 0-5-0 1 48 in 56.8lbs Automated Load Case W2: MWFRS-Right(Up) Dimibrted Inds x1e , lanv;ml 1—ni ,z Diia.m saad swn wd Ddw,d Tdbwimh TT -1-7-5 olw NUp Kt n.wPr 0.s6p,r 4sin T,P ono W4 rvup ltk n.urp:rt n.wp:f 48m TT s414 e-11-14 rvup Ru n.wp,r n.wp<f 48i. Automated Load Case W3: MWFRS-(Man Dn) Dimrburedlaads Mo . lmriail I im2 DiR,.im Swd Sae lord Endwm Tdbwiuh Up -1.7-5 Una NUp Rake 29.59Rf 29.59Rf 48in TV our W4 NUp Ra 2@pf 202,f 48in Try 8414 411-14 NrIn. Rah 7.7,f 7.7,f 48in Automated Load Case W4: C&C(Suction) D,--o-d leads M iviv, Irtaiml luaim2 Di.im S,L Stan 1-c Hdlmd Tib Wihh TT -14-5 WW NUp Rake 184.m,f 181351ef 48in Tap 000 611-11 NUp ReF IA.%,f 13/.54pf 481n Tap 611-11 8414 NUp RIN In'54,o 137.54pf &in Tap W4 8-11-14 NUp RLLc latm ,f lumpf 48in B. n00 1-53 NUp Rake 71.92Irf T).92pf 48in 1) This tons has been designed in accordance with ASC E7 -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 ©ass: Enclosed, CC Zone 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 Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations I Imdcnnbn rasa DI LOU ==ln 1+t for� 3 DI+W3 1.01 �]5 W3s0.7541 _o00—'�`-i 3 En 1 5 OI+0.YS W3 Lou 1_6 W1 0. .0`��'�� 90 7 0.6DIWE I.® �8.�"0.bDf Member Forces Stationary T+Ne i��ia: Me�crm.,m.CSL nn.aiw faa.l�awm.raa iimrteaa roan naaaaim faa) Tcm YI nsn 811a rota) 2a an A551a sIB arm -2)Ia 13 a--I.M531a N 0.243 -SUIIn BCN 11-5 U9$ OIFe 56 0.W2 -LR41M 67 U4R -3191a 7-S 0.W4 Ola Wea IA 0.W9 o21a b] 0.A16 1,751a 1-"41h) 36 U12J Yn lk (Ora) 65 adA 1,7M la: 1-2HIaj 1-0 0.]54 29541a (-1921a) M 0.510 -LIAIa 15 0.an I'm (Sid la) GUSSET PLATES Additional Notes: The end ofevery chord segment shall be braced laterally perpendicular to the plane of the truss. Lateral braces shall be installed within 6" oftheend of each chord segment. Page 463 of 570 A GENQIAL NOTES OFTNLS DRAWN'G PACKAGE SHAILBECONSWERF) AS AN VrUSURALPARTOFTHIS C0MPoNFMDESX3N LUb4Nl. NUIEMVToM Cancron Engineering PROFESSIONALENGNE➢IS SF NDICAMS ONLYTHATTHETRU55 A5SEMBLYSHOnNN ONYXES SREEr MEl'ISTNEMMIMUMAPPIICABLEDESIGNC1Uni1A FOR 1753Cort Cmr THE IIJADS. IAADWG CONDITIONS. MUSS ME 113M CONFIGURATIONS. Min SPANS LISIFD ONTHLS SHEER Ipip,W. CO mW1 Cameron Engineering Truss: T60 Phone: 303 800 6750 JobNainc: SURG KeyBuild®System Bradscarnaron@yahoo.eom Daze: 09/26/10 13:45:31 KeyTmss® Syst= Cee6.018 Version: L183 Page: 1 of4 Report: Eng not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-6-14 -5.001/12 2 0-5o 1-7-5 1 48 in 55.8lbs 0--0 365 _ — r _ 36-5 _____) 1-63 I 1-7-5 3-6.5 7.0-1111 4-3-11 B-6-14 0.8-13 10 1 1 0-GO o-aB 0-5-(D-5-0 31-5 3b5 1: - 0-5-0 345 9-0.11 14414 ' CiNciv6wefavlwmnin ue�. Sgmesi�mefalaermnindank.'Falarn'iNa¢UmvadaafllOSDS (A6¢falwsrtgi�uacwdRVe nenBn. EtlN�alm ir3cm Ymnnbcaftalves agiml Wlvccaantimllma acmllalm mBis tr�xiry�'vPlme is mµmi Refem Gmal NOa fv fullntlmifmtim AllpvaneaM1vrlafalocis daAmetic Jc lY6AlSI5f¢ifirsimfv Cdtrl'aN�Seel Lbipl MaiM1tin falvnapcNQm W16'nin Mv'nvinfalvc�mapnm 9'16'non (acd�ald a( alul wvcnM Csi Deflection IJ Coe) Allowed W: Q%1(34) mawlnOP L29A 6l L/= BC: QRS(&9 WQ01 in L/9A Od) L13f0 W& (168I(46) Can/ GH IL QW in 11P Um 11 ml TC CmiavvlYBrm1 Cm I011 L lm M M 11 21Im BC Pulin SPevg=481n Hma'n: Qm in It Reactions Summary 6 HRd] (WL) 2 1 tin 1.14316. 12 Pin(WL1 3 t tin 31911% 12 Pln(WIJ 3 1 tin -Im IkH 6 HRd] MW 3 1 tin 2531b 12 Pin(WL) 4 t tin OHIb WU 12 PR( 4 I 2in -PI H 6 HRdl MW 4 1 tin miff -7131E: 41161� 4.1161E. Page 464 of 570 AIL GENER2 NOtFS OF THIS DRAWING PACKAGE SHAILBE CONSDERM AS AN WRGRAL PART OF'1HIS COMPONENT DESIGN OOCUh .. NOSE THATTHE Canemn Bngineenng PROFESSIONAL E,16 E S SEAL INDICATES ONLYMTTIETRUSS ASSEMBLY SHOWN ON THIS SHORT MF£ THE NUNWI APPIICABIP DESIGN CRfIFlt1A FOR lmc—Cam 311E LOADS. LOADING CONDMONS. TRUSS N ER CONFIGURATIONS. AND SPANS MTEO ON TH6 SHE .. LapTva. CO Y60 Cameron Engineering Truss: T60 MwP Phone: 303 800 6750 ]obNanox SURG y KeyBuild®System Bradscameron@yahoo.00m Daze: 09/26/10 13:45:31 KeyTmss® System: Cce 6.018 Version: 1.183 Page: 2of4 - Report: Eng Plot SPAN PRCH QTY OHL OHR PLYS SPACING WGT/PLY 8-6-14 -5.001/12 2 0-5-0 1-7-5 1 48 in 55.8lbs 12 PinffE) in 12 PInm 5 1 tin -wftH 6 HRdl MW 5 1 2in J251E. 12 Pin(WU 6 1 2in -e31 12 Pin ML) 6 1 2m L UH 6 HRm VWL) 6 1 2m S.H. 12 Pin(WL) 7 1 2in 4pift. 12 Pin(WL1 7 1 2in -0 1bH 6 HRdl MQ 7 1 2m .701h: Page 465 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL. BE CONSIDERED AS AN VGEGRAL PART OFTHE COMPONFNP DESIGN DOCtRrI' .. NOTETHAT THE Caswon Engineed ng PROFESSIONAL ENCHNEER'S SPA "CATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON nBS SHEET FffEIS THE MWLNGM APPISABIE BESGN CRHERVi FOR lmcC CM THE LOADS, WD HNG CONOmONS. TRUSS MEMBER CONFIGURADONS. AND SPANS MPED ON THIS SHEET. L� COS YA,AYRI�4,.OS Cameron Engineering Truss: T60 ` Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscarneron@yahoo.com Dale: 09/26/10 13:45:31 KeyTmss® System Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-6-14 -5.001 /12 2 0-5-0 1-7-5 1 48 in 55.8lbs 12 Pm( m 12 Pn(Wp 8 1 tin -258811%H 6 HRdl MQ 8 1 tin 4061d Member Material CSI Bracing Max P TWCM I6II rOb 16-MOO i1 n551 StrWNA -I,1SSI6. ms1Q:V deli= W 1-9 M6if, W624 351S1QS3_0 V-i) Uxo<:. 0.418 Urh cd flN I,T2SId Wep28 dQ1,..�.,.�-Ur m i,mif82St Y2S162-mmbi•i Webb? 35 Ur6s[W 2W Ih WtbM IQ6 3MQ) ,W- 0..NT���Ur-!{.ItSd`�'�"".Ulh� xesIQ-:i1Cow). HI5162-D(33 Ysi) 0.WE UrhatW I.�Ibi Wltb40 W&36-xesl66:U(D, a QQ% We645 3NSIfi43J (33 ki) Qffif Urineal Al lm Loads Summary Load Case Lr1: Sul Live Load Dimlbnedl.DRds Membv L iml L imz Di—fl. Suede S.ENLmd Tdb Widh Tip Cm D— Py M,f Ap:f 48in B. C. Dnn P j O,f Opf ain Load Case DI: Std Dead Load Dimibuted L.& Meu 16dimI L im2 Dimim Sve S'.Im8 EN Wtl Tnb Widh Trp C. D- Ra IOIef IOpf 4m B. Cm Wm ReYc IOp:f 10,f 18in Automated Load Case WI: M WPRS-Left(Up) DistnbuWd L.& Meer Laviml l lim2 Dire im Sped SImI EMIm1 Tnb Widh Ty 85O UW NUp Rn D..%,f r..%,f a.. Tap GDO 8414 NUp Rake N..W,f 37.69pf 4m Tap W4 IOLI NUp Rn r..%,f 9.%pr 48in Page 466 of 570 AfL GFNFJtA1.NOTES OF THLS DRAWNG PACKAGE SHNI BECONSUAREB AS AN WRLRAL PART OF THIS COMPONENF DESIGN DOCU EV.NOTE THATTHE (,`allp nEnglneeting PROFESSIONA ENGN SSE NOICATES ONLY THAT'IFIE'IRUSS ASSEMBLY SHOWN ONMRS SHEEP MELTS THE FBi1MOM APFUCABUS DESIGN CRf1E FOR r1ScC cvz THE LOADS. IDADNO COMMONS. TRUSS F SCSCONFIGURATIONS. AND SPANS LISTED ON THIS SHEET. Imgmu,COmH J � Cameron Engineering Truss: T60 W��rf4�.... Phone: 303 800 6750 3obName: SURG KeyBuild®System BTad3Cameton@yahoo.mm Date: 09/26/10 13:45:31 KeyTmss@ System Cee6Al8 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-6-14 -5.001 /12 2 0-5-0 1-7-5 1 48 in 55.8 ass Automated Load Case W2: M WFRS-Right(Up) Dimlblaed leads Tea 000 8614 NUp RU Muff nal pop Q9in Tap 8614 IDL3 NUp 51.58P.f 51.58Pf 48ie B. 7-1-II S614 NUp Ra $181nf M]9,f 48in Automated Load Case W3: MWFRS-(Max Dn) Dis ibuled leads Try 8614 I0,2-3 NUp Rah Automated Load Case W4: C&C(Suction) D=-buwd loads Tap 820 8614 NUp Rex 13754pf ID.X p:f 48in TT 8614 1023 NUp Rv 181.35p:f IP35,f 48in B. 7.1-11 8614 NUp Rn W.92,f 7.91 p:f 48m 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 of 93 ft x 102 ft, Enclosure aws: Enclosed, CCZoae 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 GUSSET PLATES Additional Notes: The end of every chord segment shall be braced laterally peryendicularto the planeof thetriss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 467 of 570 AIL OFNERAL NOTES OF pan DRAWING PACKAGE SHAIL BE CONSIDERED AS AN BnEGRAL PART OF TINS COWONPNT DESIGN DOCt11NFNf. NOtET TTHE I Caltemn Engineering II PROMSIONALFNGWk➢tS SEALWDICAT60NLYTHATTHETRUSS ASSEMBLY SHOWN ON THM SHEETNEEIS THEMWNNM APPI-07"tE DESMNCJUMUA MR 1]Si Cae Cqm THE IAADS.IAADWG CONDEBONS. TRUSS MEMBER CONFIGURADONS, AND SPANS I55TED ON THIS SHEET. LmB Co Biea Cameron Engineering Truss: T61 -- a- V-slue Phone: 303 800 6750 lobN=: SURD KeyeyTSystem BladBeamel0n@yahOO.COm D aze: 09/26/10 13:45:32 Km eyTss® System Gee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-10-1 4.999/12 4 1-7-5 0-5-0 1 48 in 68.5 lbs 1-_5i. 1_63 4115 __. _ i-63 4 [ 15 0..SO SA-2 0.8-13 99-10-1-1 4-10-0 4 10 0.0.0 0-0-0 1.6-3 4.1-15 4-1-15 0-5-0 1.6-3 5.8.2 9-10.1 Cirtlefi more L¢lererwmin reek. Sgaai�d�'atefuleivmmindvA.'Fuleers"iMimles lk vnherdM105fAS (AI50 (reumfi rzPurtAm we cNdlk �rtrt�. FscM1 wl¢ir6wla lk mvrterNLlcnvfi miwmi Whre wmenim llausxrWlaimmWs trew�� n plme is mpure6 Refeeb Gemnl Nnu frt Mkrclarilmim AllavuNe [kalnfuHemis exleWalW py IM IAMA61 Sfecifieuimfn CdE-FmMAxI fMipr hLirvain (alemePr'i�gn 9'16" mn Mainvn LulemedSe �pnm W16' �dnfveW skq d filttl <nu[CI[Q CSI TC : 1T20 A Be: a151(So Wch am(m) w Cmino IYBr e BCPwlins,Uim=48in Reactions 11 HHUI(N'L) 1 1 I.".3351d 7 Pin ML) 2 i 2in I,ZWik 11 HRdi ML) 2 1 3.5 in 6tllk 7 Pinney 3 I 21n 801ia 7 Pin FeL) 3 1 2in IN IH,H II HRon (Wy 3 1 15 in man 7 Pin WL) 4 1 2in 6591k 7 Pm ML) 4 1 2in WINN II HHUI(Wy 4 1 15 in wan Deflection L/ M-005 in UP L/M IL HBl in L/¢A Cum IOHT QWin UP 9-19AI caalOHILa01in 9-/999 H—M am in am) Allowed 0-6) L/6 W LI39 9 2LIW 9 W 9 Page 468 of 570 II PROFPSSSONALNFTUONEEERS SFALOF MIS AWOCA7£S ONLGY'ISHALL T'IHE'IRUSBE S ASSSFMBLREJ) AS Y SHOWN ON MIS SHHEV MFPIS'IHB MINIM MDESIGN APPU CAH�DFSIION CCRHBNIA FTME ORT ISM CC. CaniCant Rg II THE LOADS, WADING COMMONS. MUSS MENIIHPA CONFIGURATIONS, AND SPANS LISTED ON MIS SHEET. Cameron Engineering Truss: T61 - `c� - Phone: 303 800 6750 lobNanle: SURG L1gSystein KeyKeyTw System B1Hdscameron@yahoo.com Daze: 09/26/10 13:45:32 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-10-1 4.999/12 4 1-7-5 0-5-0 1 48 in 68.5lbs 7 hnML) 8 1 tin 27N IMH II HRall MQ 8 1 3.5 in-14161h Loads Summary Load raze Lrl: Sid Live Load DivnTwed lords Nli u I inn W lim2 Di.im Sn1'aa S.W Be Ind 'Bib Wihh Tay C. Dnn, PR M,c 29'r &in Ba Cm Dorm PmT Olsf Ofef 48in Load Case DI: Sul Dead Load Dimibundlnads \ Menb I iml Imtim2 Ui-im Su S. End I.M Rib Wihh Tap C. Dorm Rats 10Taf 10,1' akin B. Cm Wrvn Ra IUyd IO p.'f Min Automated Load Case WI: MWPRS-LeR(Up) Di4ndned loads 94CA IU11 NUP Ra 14.3pf 1431sf Min OOn 1-53 NUn RW mlanar ffiIBmf Mi. Page 470 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED M AN INTEGRAL PART OF THIS COAflONENf DESIGN DOCUMENT. NOTE INATTHE CazfplOn Engineering PROFESSIONAL ENGINEERS SE [NDICATES ONLY THAT MMUSS ASSEomY SHOWN ON IRIS SHEET loi THE MINIUM APPLICABLE DESIGN CRnERV FOR 1753Coa Con THE WADS, WADING CONDBIONS. TRMS MEMBER CONFIGURATIONS. AND SPANS 11STED ON THIS SHEEP. Imgma. CO seco Cameron Engineering Truss: T61 ....Syst Phone: 303 800 6750 Jobs acre: SURG KeyKeyTm System Bradscamron@yahoo.com y Daze: 09/26/10 13:45:32 KeyTmss® System Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PfrCH QTY OHL OHR PLYS SPACING WGT/PLY 9-10-1 4.999/12 4 1-7-5 0-5-0 1 48 in 68.5lbs Automated Load Case W2: MWERS-Right(Up) D6mbmed Loads Automated Load Case W3: MWFRS-(Max Dn) Disniprted Loads 48 in Min Automated Load Case W4: C&C(Suction) Top OUa 611-II NUP Ro mai,f I33.67pf Min TnP 611-II YIUI NUP Rido M67p1' IA67Rf Min Tan %101 1431 NUp Rase IX5I'f 176.Wpf Min B. ana 1-53 NUp Ra ]16]p:f 3.63 pf 48ia I) This truss 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 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 and 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 Smnnra[y Tnm[ 1wwa: Maroam, nn. CSL tn=axid OW. (aw v m. f. ucifRm. r . aad J.) Tcm 91 o.m s]Its WIta1 xa a� meta alo am6 -n IN III 0.913-I,]161h, 3-0 a]55-.X516: BCM IIS 4414 nIR W 0.751 -Lax IN: 67 ...I 4111Fe 7a WcN 18 ano -IL11P 3-7 Ube 2UD IE: (ffiLlla) 36 one3U IU (a IR) 65 -7 4651 25751h� I -A IFeI xb 0..5n -I,I631t 35 am23$Ib, (6141In) (;i i.SCFT PT.ATFC Additional Notes: Theend ofevery chord segment shall be braced laterally perpendicularto the plansof the buss. Lateral braces shall be installed within 6" ofthe end of each chord segment. Page 471 of 570 IIAILGENMR NOMSOPTHIS DRAWLYGPAOK CESH BECONSIDEREDASANIN RALPMTOF7 COMPONE DESIGNLtlCD .NOTETHATME I Cancran EnglnCQlRg PROFESSIONA IENGINEsRS SEAL INDICATES ONLYMATMUiMUSS ASSEMBLY SHOWN ON THIS SHENNEE1S THEMNIMUM APPUCAB1EDESIGN CRIMIRIA PoR I C.PN CPA THELOADS.IAAONG CONORIONS.TRUSSMEMBERCON GMAt ONS,ANDSPANSDSTEDON1 NSHEEP. Lnn,mL C0 Here Cameron Engineering Truss: T62 —V Phone: 303 800 6750 3obName: . SURG d /vA KeyBoild®System Bradscameron@yaho0.coln Date: 09/26/10 13:45:33 system Cee6.018 KeyTmss® Page: 1 of4 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10.3 5.003/12 1 1-7-5 0-0-0 1 48in 2478 lbs L7-5 U6-3 4-2-15 a-2-15 4-2-15 1-104 5-10-7 5-.10-] 1 -- 5.9-2 —� -- — f0.0.2 — 14-3-1 -1 1&1-5 21-11-12 _ 27-10-3 0.8-13 6.8-2 6-5-2 1-9.7 5 6 is is ss� 4 7 1215 5r 3 8 2 1 17 415 ` 14 13 12 11 10 16 9 -8-3 42-4-2- MIS 1604 0-0.0 V&7 3 -9-2 M15 14-3-1 1-5 241-12 7--3 Cialuirtfimterulucrmn inweb:. Sgivres irtirate faterermmindmR. •Fnslcmrs'imGmes lh mmhrdp105D3 (ALSII faswen regSimmoe addlh�r. Erc6 snlm imimux nc �smhrdfaerers regiml Wkrt cvmmim pin�vedlmm mlNx dewing eplale i.s mliialRefclo Gererd N9Rafm fmkrdvnfrslim Allwd4e slry lv Tulaeais Wativudpr/h19J6AlSI Sperinaimfm CddFmrcd BRcl lksips MvimilnfuNrersfocingu A'16'min Mvmin Taerere��m�pnm9'IV �dnfinerfi sM1xld xlrel mr¢led CSI Deflection L/ (10c) Allowed IC: n916(74) n QIsin UP LIM (67) L/2Y1 BC: QFSUOIp LL:RRin LIM (60 Ll" Wei, RME.Us Cad'OHM--min UP 7L/M 17 MIT TCCotlinvtilYBrcM CmlomI oin UP 2L/9A PI 9./90 nC PWin Sloeiig=48in Hm T: Rwin 4 Reactions SualmTary IT IT BC B Wid Ronim IT BE Mw Rncl Mae GmvU in MUMWFRSU ill MaaC�U ift MUU in Mw Hme 15 Pin(WL) I 1 Lin Lml@ IS 21NIFe -1.4'A IF<-],1rHlla -7,2�IW �41W 9 HRdIMI.) 1 1 tin I.Wl lb 9 21351b-1.1521h S29JIFe -5.sOIW 15 Fn(WL) 2 1 tin 2(R/IW 9 H Rd] FAIL) 2 1 2in 213516. 15 Pln(WL) 3 1 2in ml6 15 PTn(WLI 3 1 21n 82IW H 9 H RIB ML) 3 1 2in LB91T 15 A.M1.) 4 1 2in 2WId 15 Pin(WL) 4 1 2m f61WH 9 HRdl ML) 4 1 2in 118131a Page 472 of 570 ALL GFNF3W.NOTES OF ME DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THATT4E CTnlemn Engineering PROMSIONALENGINEERS SEAL INDICATES ONLY THATTHET2USS ASSEMBLY SHOWN ON ME SHEETMPEIS MaIAMMUM APPLICABLE DESIGN CRITERIA FOR DMCM C. TJEIAADS. LDAmNG CONDmONS, MUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS FRIEL - IIR r d, CO was Cameron Engineering Truss: T62 P ;� Phone: 303 800 6750 ]obNanv: SORG M�n.,U, . KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:33 KeyTnlssO System Cee 6.018 Version: 1.183 Page: 2of4Repoli: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.003/12 1 1-7-5 0-M 1 48 in 247.81bs is Pin( ) 5 1 2in I. 15 PInML) 5 1 21n (bIN 9 HRWOVQ 5 1 tin Iw®N 15Pin ML) 6 1 tin A.6IIIh. 15 PiML) 6 I 2in -NINH 9 HR4I(Wp 6 I 2in -Lwt 1:0 15 Pin IWL) 7 2in IIn IS PinML) 7 1 2in WI INH 9 HRol ML) 7 1 2in -9131m 1 Page 473 of 570 A GEVERALNOIES OFnVS DRAWWO PACRAGESHA BECONSOMM AS AN IN RAL PARTOFTHB COMPONINfDFSIGN DOCI .. NOTETHATTHE C=on Englneming PROFESSIONAL OR lRS SE4LPNICAMS ONLY THATMEMUSS ASSEMBLY SHOWN ON MN SHEEP ME THEMWIMUM APPUCARIEDESIGNCRDFRM FOR Pmc—Con THELOADS. WADING CONDMONS. MUSS MEMBER CONFIGURATONS. AND SPANS USTED ONnUS SH . InQnn2. CO mo Cameron Engineering Truss: T62 11 Phone: 303 800 6750 JobName: SURG nK��nLW KeyBuild®System Bradscaniefon@yahoo.com Daze: 09/26/10 13:45:33 KeyTmss® system G. 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-103 5.003112 1 1-7-5 0-m 1 48 in 247.8lbs 15 Pln(WL) a 1 tin wiftH 9 HRal MQ 8 1 Sin S.Zif lh. Loads Summary Load CaseLrl: Sid Live Load DimlbU,d LD di Mrnhr Isat'ml Imim] Diremim $LR.M Smn 1®tl Fitllrnl Trib Widlb Ty Ca4 LUn'n Py 21µI Ap! 45 in Ba Cm Dam Py Opf O,f Lain Load Case DI: Sid Dead Load Dismbuted Imd9 m, Isa'm 1 1-11.2 Dire im Si Swnlmtl Etllml ' E,Wldh TT C. W.m R. - IOlsf IO pf 4=0 B. Cm Mm Ra W,,f 101sf 44fn 9 i Page 474 of 570 ALL GENERAL NOTES OF MIS DRAWING PACKAGE SHALL RE CONSIDERED AS AN INMGRAL PARTOF TH6 CON MENTF DESIGN DOCUMENT. NOM THATME PROFESSIONAL ENGINEERS SELL WDEAIES ONLY THAT THE MUSS ASSSoBLY SHOWN ON MIS SHIFT SCR THE MP`NIUM APPLICABLE DESIGN CRMIA FOR THE (DADS. WADWG CONDITIONS, TRUSS MENBER CONFIGURATIONS. AND SPANS 11SIED ON THIS SHEET. Cameron Engineering ITO C. Cam L V ,COB Cameron Engineering Truss: T62 -- u' Phone: 303 800 6750 3obNane: SURG a.r. KeyBuild®System Bmdscameron@yahoo.com Date: 09/26/10 13:45:33 KeyTuss® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.003/12 1 1-7-5 0-0-0 1 48 in 247.8 lbs Automated Load Case W l: MWFRS-Left(LJp) Automated Load CaseW2: MWFRS-Right(Up) Automated Load Case W3: MWFRS-(Max Dn) Dislridtted ImQs Min Min Automated Load Case W4: C&C(Suction) TT 611-11 I'll NUp Rake II7.75nf I17.75p:f Min Ty 1631 I615 NUp Rnh W, 4tcf ar14PP Min hp 161-5 M85 NUp Rilx II]]5Rf II].]5 ,f d8in TT bk85 V-143 NUp Rnlx 117.75pf 117.751e17 Min B. 000 1-53 NUp Rah .SlNRf 54Np:f Min 1) This Huss has been designed in accordamewith ASCE7-05,145 mph,ExposumC. Thebuilding is Gable/Hip with Building Category IV (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 QEnclosure Class: Enclosed, CCZone Width 9.30 ft. Theleft end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This miss is an End ZoneTmss.This truss is not in a Hurxi cane Prone Region. Load Combinations TaNeiidcaa: MenberlD. ,mn CSL,w,uial roa..bmxm,¢.I irdfreren fiam,w wdf 1 TCM 117.1 am 6411x an am 04 . WIIN t"229216:)I S12 nree4 z25wlh (]45N55233 177---II am 211 am �Im (-Smitn' eNB am5.E311R 1-2n11 FUTRCFryI ATF.c Additional Notes: The end ofevery chord segment shall be braced laterally perpendicular to the plane ofthe tmss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. t Page 475 of 570 A GENOnNO]ESOFI DRAWWGPACK GESH BECONSIDFREDASANINIFlRALPARTOFT COM NFNIDFSIGNDOCUM ..NOTE MATTHE Cameron Engineering PROFESSIONALFNGNFF]tS SF-4LWDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON'I a SHFLTMFEIS THEMWINNM APPDCABIE DESIGN CRUMIA to nUCme Con THE WADS. LOADNG CONDMONS. MUSS MQ.®FR CONFlGURATONS. AND SPANS IISTEDONIHLS SHEET. Iup,nn. CO Ala Cameron Engineering Truss: T63 ' + Phone: 303 800 6750 1obN.: SURG Keylluild®Systemu Bradscarneron@yahw,com Daze: 09/26/10 13:45:34 KeyTmsse System CPe 6.018 Version: 1.I83 Page: 1 of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-0-0 1-7-5 1 48 in 222 HIS _ 5.10.7 ~ _ - ~ 5-104 __. 1-10A _ -, 4 2-15 4-2-15 —~T — —+ --- 4.2A5 1-6-3 1-7-5 27-10-9 5-10-7 1-9-] 11-8.14 17-10-1 22-1-1 6-8-2 13-7-26-6-2 26.40 0-843 S 3 4 4 D 5 SHY 2 -i 12 5 5 46 1 J< 7 8 17 15 14 13 12 11 104 16 9 000 540-] 5-10-7 1-10A P2-15 4-2-15 4-2-05 1�-3000 11-6-14 13-7-2 17-1P1 22-1-1 241 2]-10-3 CinlniMmlervmr nine , Sq ism raslnemdine6ud. 'Fnlemi in4m1ea1M vr2erd810SD5 (AlSpfslemrc rtquMumeeitldlh nentrr. Fac6 calm iMiml<s Oc nvr6erdfuleim regirei Wlert timplwN on anllWNmlHs e0.is rtpuM Rd,.G—M Nna I fwhrdnnOrWim Allmvude sF'v {v fasie2rii WcWwM lerlh 19MA61 BleciOeuim(a CddFmrcd Slal fMilm. Mwmein! IemePssi�¢nl %16' pan Muimtinfaalaer Mge Im�2jnw W16'rttin fvesM1shn d xl¢I mraiai CSI Deflection L/ (10c) Allowed TC: 095)(12) m-al8mUP LIM (2-3) LIM BC: ftm(1415) I .an in LIM c,3) LIM wen amg-IS) C=IOHTI:0B2inUP 2L/M 172LIM M Cm—ly B Can/OHLL0in UP mim 17 A./m BC RoUnS,-i, ain H—M IN in 2 Reactions Summary IT THxLC BC B Witl R.im IT BC MU Run MUGn,vUdlifi Maswnsu i0 Mas C&CU i0 MwU iR Mux HaO 16 Pin(WL) I 1 2in L0311d 16 I 21n16:-1,141m dD31d d29311n I. 10 HRon MQ I 1 2in Lml. 10 1 2dn lln-1,4351M-],29b1tr. -7.2981a 16 Pinmw 2 1 2in 213611a 10 HRd] (WL) 2 1 2in 2(NIM 16 Pin(WL) 3 1 2in I'M IM 1 16 Pin(WLI 3 1 2in zlI H 10 HRdl(WL) 3 1 2in 9MRe 16 Rln(WL) 4 1 2in 1,8131M 16 Pinmw 4 1 21n L IN H 10 HRd) MU 4 1 2m lml1 Page 476 of 570 AIL GFNFAALNOIPSOFTHIS DRAWPIOPACK GESHAILBECONSBIFAEDASANWIEGRALPMTOP11115COMFONF DESIGNWLU ..NO]EIHAT'IHE CRmeron Engineering PROFESSIONAL ENGINEERS SEAL L ICAI6ONLY 'IHATTHE7RUSS ASSQABLY SHOWN ON MIS SHFEf MEETS THEFONBAUM APPLICABIEDFSIGN CROURW FOR Im C. CM THE LOADS. LOADING CONDITIONS. TRUSS M1W M CONFIGURATIONS. AND SPANS LISTED ON THIS SHEET.. Lv .CO mW3 ~ Cameron Engineering Truss: T63 - ��fw�tidfu • Phone: 303 800 6750 lobNa nc: SURG Keylluild®System BFadsi atnemniPyahoo.com Daze: 09/26/10 13:45:35 KeyTmss® System Cee 6.018 Version: 1.193 Page: 3 of4 Report Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-M 1-7-5 1 48 in 222lbs 16 En(WL) 8 1 tin �Itr.H 10 H Rdl (V!U 8 1 tin -0,281tr Loads Summary Load Case Lrl: Sid Live Load lywibwd lua6s Mutic I iml I m2 Dimfim Soot S'ml Sw 1m1 TubWidb DF Cm Dmn Pq M,f M,( am B. Cm Dow Pq Opf Opf 44w Load Case DI: Sid Dead Load Distriln ed loads WC i_iml mfim] Dimim soot swnlml Etl4d T6b Wldh Ttq Cm rbxn Batt IBler IBpf ain Bo Cva Davn Ra IOfaf IO Ff Qin Page 478 of 570 ALL GENERAL NO OF THIS DRAWING PACKAGE SNAIL BE CONSOMED AS AN INIFLRAL PART OF THIS COMMNFM DESIGN COLUh .. NOTE THAT THE Canmon Engineering PROFESSIONAL ENGINEERS SF INDCATFS ONLY IINTTHETRUSS ASSEMBLY SHOWN ON THIS SHEET h4E1S THE MNLNUM APPLICABLE DESIGN CRHFAU FOR Imc—Con ME WADS. WADING CONDMONS. TRUSS MEMBER CON RA RATONS. AND SPANS WT£D ON TH6 SHEET. bVTin[, CO ®Sm Cameron Engineering Truss: T63 -_IW�aar` Phone: 303 800 6750 JobName: SURG KeyBuild"stem Bradscamemn@yahoo.com Date: 09/26/10 13:45:35 KeyTmss® System Cee6.018 Version: 1.183 Page: 4of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 4.999/12 1 0-0" 1-7-5 1 48 in 222lbs Automated Load Case WI: MWFRS-Left(Up) DeRribured Inds Mends I iml Ia'aim2 Direiim Smd S.1—] Ehll Tnb WIJh TT nOD 11AI4 NUp Rtl Nmpr NOL Icf 69in TT 11814 13.-2 NUp Rdc 51.6]pf 51.67p.1 48in Tap 117-2 V-163 NUp JWo 3).WPf N..W,f 48in TT V-1Q3 SSe NUp Rah P.96pf V96p:f Win Automated Load Case W2: MWFRS-Right(Up) Diwilxaed lands RINe 51.67p:f 51.67 f Qin Ro Nnlpf Nm no 48m Rv 51.57p:f 51.A@f Win RW[ 21181Ff 2R181ef am Automated Load Case W3: MWFRS.(Max on) Distnbs kd Inds Mn1n tmaiml 1—nm2 Diimtim Sm'al a'Nt o Ed lmtl Tdb Wi4ib Tcp f1DU HI N NUp lOax 200 p:f 200nf 48ia Tap I17-2 V-1u3 N Up Rok 201 Icf 201 p:f 48m TT P.163 H58 NUp R¢h R)58'f D.$gf 48ia Automated Load Case W4: C&C(Suction) Dimibncd leads lm 8-74i uaw NUp Rate uzn p:f 117.75p1' 48m Tm 11814 M-2 NUp Rile 0..14pf 6214pf 48in TT 117.2 2b82 NUp Rah 117.75pf 0775p:1' Win Rp =2-2 2)-1n3 NUp Rft 11].75R.f 117Mef ain Ty V-1" aS58 NUp Rah I9.75p.f 14175@f Win B. 2s5Q V-1n3 NUp RW 5839pf 5&39'r Win 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 of 93 ft x 102 ft, Enclosure Gros: 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 HunicaneProne Region. Load Combinations 1V1emDer r Orces Juntimary rue iweva: Men rm. m CSL a—adal fa-, o—amp. ma Ba ffmm Amm run lea) WN] 13 Q01 7.12i11e I-z9Dlb:) J R612 SON ft (-zL61b1 56 am ].67411s I-3.OD211x) )8 aM -Miffs 23 nfrJ 6RS ft"53611.:) 45 QY3 swft. -25261M 6] R516 lle' Sins62981ISo 8-17 aTd MIN (01W BCN 410 0.1N Olh: 11-12 R?m 5,2RI IM1: 1114 a J.3851h Isis 0.12E 8441h, (.n)N) loll 0.317 .981k Al Ib. 12-13 loo-111116. 1415 QW -S259 N Web. 1-Ib Q7m 3,3151tr. (-2081te) 114 a6ID AU IYa SR QOII Ell 1. 1.921h1 ]-l0 C819 S911 ft (-23>]Ihs) 1-IS am d36B IS. 313 Q41f NDIM 612 0.10E ]JB Id (-1>11b1 610 0.218 6541b, (S11h1 2-15 QW L9111b. (-05116) LIJ am .Lmltr 6.11 a619 LW61h: (-5131C1 89 0.15E 4551d (-N31h) 114 Q776 239 IN (SS51h) SI3 aw 2/aflb: 1-759Im3 7-11 am �Sm Is, GUSSET' PLATES Additional Notes: Theend ofevery chord segment shall be braced laterally pefpendicularto theplaneof thetruss. Lateral braces shall be installed within 6" oftheend ofeach chord sciment. I Page 479 of 570 ALLGENFAALNO OFTH DRAWWGPACRAGESH DECONSmFREDA5ANW RALPARTOPTHI MC NF DESIGNM UM ..NO3ETHATIHE m Caemn Engineering PRO FESSIONALENGPIF2]t55E4LMDICATE80NLY TNATTHE]RUSS ASSEMBLY SHOWN ONTHLS SHE,TMFPIS THEMMVAUM APPf2CABLEMIGN CRNEFUA MR LM�C THE=S. LOADING COMMONS. TRUSS h@.®BR CONFIGURAMONS. AND SPANS LISTED ON THIS SNFET. Igor. Co m03 o. &I Cameron Engineering Truss: T64 Phone: 303 800 6750 ]obName: S11RG KgBnnd®System Bradscan a on@yahoo.wrn Date: 09/26/10 13:45:36 KeyTmss® System Cm, 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.002/12 4 1-7-5 0-" 1 48 in 227.9lbs 4_ 1-7-5� 1-6-3 _F— ___46-11 _-�i__—_-- 4611--_.._y_—_.— 4_611 __�_.}_— _. 42-11 _ +_ __ 4211__—�.—__ 10-]-6 4-2-11 �. tE3 0-8-13 6-0-14 15-2-3-3 19-4.14 23-'!-6 7-0-12 2]-10-3 1.9-7 1 5 16 9 0-o-0 0-o-B 1-fi-3 4-6-11 4-fi-11 4-6-11 4.2-11 4-2-11 4-2-11 1-fi-3 6-0-14 10&2-3 19-414 23-]-B 2]-10-3 Cirtlu iMwle fu4rcrmn inwrA. Sgvrts inGrs40vlav+aw intivd:. 'Faslaen iMiolu lh mn4-rRpIn5D5 (A13H fnavos miw lv ueeMdlh �reMxr. ExM1vel¢iMmex lh wnhrdfuslems rego�d Whre mrWi. W. vrtMWNmlks trmv�ryl. nlYa¢is mpn# Refcln GererW Nda fv fwlhrclvnfcuim Allmvnb'e shalef Iemis ralcWWWIn Ih 14M ANSI Sfxifmlim fvCd6Fa�ml Seel UsiyL N'rLtin futcrospein6W R'16'IWn MvimLnf temeQ nrvpnel9'16"�dn fvocM1slatd .�I Cauttl0l CSI Deflection U (100 Allowed TC am]9( TL a16 inW LIM (4-5) LIM BC: 0.9M(1314) U,am in LIM (-B LIND WeN am(SK)) Cm IOHTL002in OP 9.1419 17 2LI% 7CCmi�ly Bmw CN/OHLL:Oin1R M/M 17 2LID BC Pininspn6n,=43in Hve'ILOmin 10 Reactions Sunlnla)v 9 H RnH ML) I I 21n LAR an 15 Fin(WL) 2 1 tin 2(D111a 9 H Rd"ML) 2 1 2in ZIMIN IS Pin(WL) 3 1 2in Wil 1d 15 Pin ML) 3 1 2in SI IN,H 9 HRd1 MU 3 1 2in I'M Inn 15 Pin ML) 4 1 2in 211"b@: 15 Pin(WL) 4 1 2in 65N H 9 HRd1 ML) 4 1 2in 1.9NIU Page 480 of 570 ALL GENFRAI. NOTE OF THIS BRAVING PACKAGE SHALL BE CONSIDERED AS AN 94TEGRAL PART OF THIS COMPON DESIGN OCCMIEN'. NOIETHAT THE I C,B`Huon EnglnamHng PROMSIONALFNGWF SPAT.INDICAMONLYTHATTHETR115SASSFTIBLYSHOWNONIHISSHEIeTFff£ISTHEMWIMUMAPPUCMUDMIGNCRfIPAIAFOR IMC—Cml THE WADS. WADDIG CONOn1ONS. TRUSS M1 ER CONFIGURATIONS. AND SPANS LISTED ON THIS SHEET. Iv®any, CO Bel