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Home My WebLink AboutENGINEERING (541-570)Cameron Engineering Truss: '177 - Phone: 303.800 6750 lobName: SURG 1ww�,T�1 KeyHuild®Syslenn Bradscameron@yahoo.com Daze: 09/26/10 13:45:53 KeyTnlss® System Cee 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-0-12 5/12 2 2-6-2 0-5-0 1 48 in 73.716s r 2-6.2 1-6-6 34-3 ___)_ 1-6-6 4-9-9 0-&13 8-&12 4-1-2 4 10 o-B-0 &0-Q 1-6-6 3.3-3 3-34 0-5-0 } 1-6-6 4-9-9 8-0-12 Qmisjdiwnfaverermninsuck. mnbv. Fffi vulmiNiwclk nekrdfaxle�os mpred Wkrtwvn0imdo vrt mllMaumJux dnwinl nlfacis mlui� Rderw Gerey Naa fufiMx<Iatlfiralim Allarutic slcvlerfuiereris enlatla4d lc 11e 19MA1518pcifiraim lre CtlJFvnal Sixl Rsipe Mairuain Lssinespssirgu A'16'min Maixain Lunrere�s no�pnan'I6"pan fv cssM1 shad semi —nni CSI Deflection U (loc) Allowed TC: amd-n ma02mUP L/M fs61 L/24B BC: a88('/) it0in Lr 9A 1561 Lf So WdR amo-7) in UP m1w 9 9./91 'ICCndn—lyB� =olln:Q1 Cm /OHIl:(10l in 21.1999 9 21/90 BCPuIin S{9riq=4Sin Hmn QWin 9 Reactions Summary It HRd) ML) 2 1 15 in 4161b 7 Pin(WU 3 1 tin 12fik 7 Pi.ML) 3 1 tin 1461F11 U HRdI(WL) 3 1 15in So lla 7 Pin(WL) 4 tin 7611k 7 Pin ML) 4 I tin 1091nl] II HRdlOVQ 4 1 15in 011k SCgNN" St" CUCSCoUDY Page 541 of 570 IIP OMSIONALNFNGJN➢S SP INDICATES ONLY THAATnIE MUSS ASSSF LYSHOWN ON nHS SHEET MFEIS'INH NUNLNUNI MPllCAB�DFSIGN CRMUFIA FUR I L753 -CO EfW3 Engineering THE WADS. LOADING CONDITIONS, MUSS hBiMMBER CONFIGURATIONS. AND SPANS USIED ON ILLS SStan. Cameron Engineering Truss: T77 yens, Phone: 303 800 6750 3obNamc: SURG KeyBuild"stem BradseanxTon@yahoo.Com Daze: 09/26/10 13:45:53 KeyTmss@ System Cee6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 8-0-12 5/12 2 2-6-2 0-5-0 1 48 in 73.7lbs 7 Pln(WL) 8 1 tin zmlft-H II HRd) WQ 8 1 3.5in -1.51511a. Loads Summary Load Cue Lrl: Std Live Load DismbWed loads Men- i_i.I 1c11.2 Di.im Su Sum lmtl 5tl1m1 Tib Wi&h TW Cm D—n Py W,f M,f min B. Cm Davn Ry O,f Op:f Min Load CaseDl: Sid Dyad Load B. Can Dvun Ra IOgf IORf Min Automated Load Case W I: MWFRS-LeB(Up) Din idaed loads Ma Imniml Wntim2 D'.sim Sw Sn. lml Ent I —I Tib WihM1 Tap -2 2 fHln NUp Rake 51.%p:f 51.551e &in Tip 000 8012 NUp Rake ]AOipf 1401Rff Min TT 8413 S&12 NUP RW 14.3,f 1131ef Min BN 000 Id6 NUP Raim MIRpaf 2SIS,f Min Page 543 of 570 AILGEVFAALNGI£SGFTHISDRAWLYGPACK GESH RECONSnIERFDASANM RALPARTOFT COS Po 'GN�PWCUMFN'f. OIECTRIIFR4I Canlemn Engineering PAL PROFESSIONALENGP'EFII'S SINDICATES ONLYMATTIMMUSS ASSENISLY SHOWN ON MISS FOR IMC—Con THEWADS. LOADING COMMONS. MUSS M EA CONFIGURATIONS. AND SPANS I TED ON IRIS SHEM.. Lv .CO RIN "!. Cameron Engineering Truss: 777 ��J��!p''.l O "-' a� ' Phone: 303 800 6750 JobNanc: SUBG �n KeyBuild@System Brddscu run@yahoo.com Date: 09/26/10 13:45:53 KeyTmss@ System Cce6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PRCH CITY OHL OHR PLYS SPACING WGT/PLY 8-0-12 5112 2 2-6-2 0-5-0 1 48 in 73.7lbs Automated Load Case W2: MWFRS-Right(Up) Disabused Inds wart 1MCiml I V.2 Dirstinn Spew Sun Evd E4luid Tnb Widh Tip -2d3 BOB NUP Rn T1.961xf V..Y6P'•f Mi Tap 000 fl012 NUP Rode 3).(0pf N.Misf '48in Try 8632 8512 NUP Ro TT.96P( V..96Rf Min Automated Load Case W3: M WFRS{Max on) DIIW. cdlmds Menic Iv-.diml Imim2 Di.im SpvL Swlml Etlmi TnbWNb Tip -242 000 NUp Rv 2939p1` H 'f 46in Ty 000 BOU NUp Rde 203lef 20p<f 48in TW 8012 9.512 NDww Rdc 7.7pf 7.7,T Min Automated Load Case W4: C&C(Suction) Dum'wred Loads Mentrf [aural I io,2 Di.im Sawa S.1®1 Ea1od TdbWiah ap -282 OW NUP Retie R09'f IB1.BRf Min TT DUE) 6014 NUp Rx IN.V'r INPIef Min TAP 6014 B012 NUP R6x van,sf 1RV'f min Tip 8612 R 12 NUP ROx l7.8'f 181.8pnf ain Ba 000 1-56 NUp RO 1B99'r R9apf Min 1) This Buss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Gable/Hip With Building Category IV 0 m 1.15), Mean Roof Height 37 ft,Overall Building Dinensions of93 ft x 102 ft, Enclosure Class: Enclosed, OCZone 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 Combinations 'NN, ndb lx': Meru M.,ma CSLfm—Wf .vnem .. fmsifdnven 6vnnnevivl f ) s)12S 02H -mils Ia10 am -viw 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" of the end ofeach chord segment. Page 544 of 570 ALLGENFRALNOURS OF THIS DRAWING PACKAGESHALL BE CONSIDERED AS AN IMEGRAL PART OF THIS COMPONENTDESIGN WCUM .. NOTE MATME Cenemn Engineering FS PROFSIONALENOUNEERS SEALINDICAMSOMY THATWE MUSS ASSFINBLY SHOWN ON THIS SHFETMEEIS THE IYURN M APPLICABLE DESIGN CRHFRIA FOR 170C.Cm THEIGADS. WADWG COMMONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SHE£!. , L�COaysa Cameron Engineering Truss: T78 Phone: 303 800 6750 lobNamc: SORG Lm:Rrnelwrl< KeyyTn System BmdSC9111efOn@yahOO.COm Daze: 09/26/10 13:45:54 KeTm Keyss® System Cee 6.018 Version: 1.183 Page: l of 3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24.6-13 5.003 /12 4 2fi-2 2fi-2 1 48 in 227.3 HIS ,__2-6.2 �14.6 24-10_�......3 10 ____ 5-3-6 3-8-0 _ 33-0 —�— _ 2-70 1-30 164 2-6-2 1-6-6 3-11-0 ]-0.0 12-36 15-11E 19-2-6 21-9-6 2 63 6 24-6-13 i 0-8-13 5-104 0-8-13 5 6 4 512 7 —105 3 8 2 9 „ 10 [ 21 ni9 4 n169 ` ' ' < 18 17 15n 22 14 13 12a 20 11 0-0-0 0-" 1 E-8 24-10 3-1-0 5-3-6 3-3-0 2-7.0 1-3-0 1-fi-] 1-6-6 3-11-0 ]6.0 12-3-6 13116 19-2-6 21-9-6 23-0-6 24-6-13 Cimle sdunelmimrm inw N. Sgnmainti fsswera inch . Tant ai iMlwtnft nft.d`#I0SDS(AkU)Nn—..,wm..e n(tkme . FSR vfie iitllcne lh nmtrrHlm¢mn mpurol Wlae mreeimdua nre ®IlMm mlkx Jervis,adcteis gwnd Refer W(kre Nam fvfinti-lnnfmtim AllovnNc[levperfutereria ralaJa4tlp fc 19b A151SfcifrWim(a CdJFmtal StxlOaip. Mnircynfa[krcrepeig9a WIV mn Mllndn(mtgere�e mvpinW NI6"min IvucM1 elvlR svel mrattM CSI Deflection I/ (119c) Allowed 1C: 0.913(1-2) n RRmUF` LIM (Ys LIM BC : 073(3) ILIENin LIM (6s L/391 Wem 0.s93a-H) C.IOHT1:BImUP u/922 21 2L/90 W Cmimnnly Bm CmIOH LL ow In 2LIM 21 MIR) BE Min S,-itc=4e in H—M am In 21 Reactions Summary IT LC BE R Wm R.I. 3T BE May Read Maw Grm.0 iR Ma.MWFRSU If Ma.CaCu iR iv wU in Nlani Hm: 19 Pin ML) I 1 2in 1.02IN N I 2315Il: -I,WI IN AMIB, AUN, -181 IN 12 HRd1(WU I I 21n LIBIN 12 1 23171W -I. lIN d9U IN 4913IN 19 Pin(WL) 2 1 2in 2315IN 12 HRoI ML) 3 1 2in 2317IN 19 Pm ML) 3 1 2in 7361H 12 H Rdl (WE) 3 1 2in MIN 19 Pin ML) 4 1 2in 1,7DI% 12 NPoll ( E) 4 1 2in I'm IN 19 Pin(WU , 5 1 2in MIN 12 HRon (Wq 5 1 2in MIN 19 Pin ML) 6 1 2in -1,®IN 19 PInML) 6 1 2in -1811%H 12 HRdi(WU 6 1 2in -I'MIN 19 Pin(WU 7 1 21n -LR11h. 19 An(WL) 7 1 2in 181 IN 12 HSIR CWU 7 I 2in -1.MlIN Page 545 of 570 All. GENERAL NODS OF THIS DRAWP'G PACKAGE SHALL BE CONSIDERED AS AN INMORAL PART OF7WS COM ENT DESIGN 00CUNENTE NOlE 7HATME Camemn Engineering PROFESSIONALFNGPJEFRS SEOLWDICA760NLYTHATTHBTRUSS ASSFA1BLY SHOWN ON URS SHFEfhQ£ISTHE MNBAUM APPIICABIEDFSIGN CRITERIA FOR 1m �E TI@ID. VJADNG CONDTHONS. MUSS MEMBER CONFIGURATIONS. AND SPANS USIFDONMIS SHEET. Lnptma, CO Men Cameron Engineering Truss: 178 P -&_ Phone: 303 800 6750 JobName: SORG KcyBuild8Syst= Bradsrameron@yahoo.com Date 09/26/10 13:45:54 KeyTnss® System Cm 6.018 Version:Page: 1.183 2of3 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 24-6-13 5.003112 4 2-6-2 2fi-2 1 48 in 22731bs n HRd1 FKQ S 1 Sin d913IN Member Material CSI Bracing Max P TTCM31-5 eaSjwA8O0 it U913 Slew S01 1h TWCNSII rBtB)6)-q[[53611 LL7dl�`-SkwkJ 5,C64 Sz_= Ba CM II -ID m6jQ4U(%W) am ainan. -;%91F W<b 1-A J6SIRD p3-k�) Rffi Ui 61B N461-19 ]@51@-N(500 nm ON.rof lbn 2'W lb'. WJ¢19 3@s1@3,((20 -58831= Wdrb18 I�1@ie(vbi1 ww m U UBai Ud sJ S�ii4 8 ]6316:31S3i6i 6]& wd,i WA61] 31i31R-D ISi 4i) Q345 Udraal udh I....� I.mf1F Wda16��ssl6ap. P#ti0 034�Viirmsvdl 01Pr11kM---= WebS16 W<ti61^ SIM33 �^211. amhtUN Web615 mIw-mwtrt 751w W db�15 urmw n]ar udro�m -lalelb� Wb]. 1a I1 3rMSa1@, nm �O Ram ud�s 1.b]1G -_..xb2a¢1iQa3;f32tCq.6i Qa716w�--0.a� I1MmF W6%3 Mbl tl Weby132 R dm�Ui I3X."5 W<ton 32I@3ih ) aum Wcti lau_ Loads Summary Load Case Lrl: Std Live Load Dm,[bu ed loads Merthr 1®iml Waliml Dirtnim 5,e S.l Ewlm Tdb Widh TT C. Dam Nq MPH IDRr Yiin Ba ca. ➢own Ply Q,r OPr ®in Loma Case DI: Sad Dead Load D=wed Imds ' Made. 1 im1 1 1m3 Di�mim Sawa Swrlme EMlmi Tnbwidb TT Cm lawn Rwe 10, I10" QIn B. Car Dam Role 1a Pr IOP•r MIn Page 546 of 570 ALL GENERAL NOTES OF'1HIS DRAWING PACKAGE SHAIE RE CONSMERED AS AN INTEGRAL PART OF'IHIS COMPONENT DESIGN DOCUMENT. Nd1E'M'a'E Canerm Engineering PROFESSIONALFNGVUERS SFALWDICATES ONLYTNTTHEMUSS ASSEMBLY' SHOWN ONSHEET MEETS'IHEM UMAPFUCABUDESIGN CRr1E FOR lmcC c. THEIDADS.WA NGCON MONS.'IRUSSMEM CONFIGURATIONS.ANOSPANS13SIEDONTBSSf .. later. CO Rm ate' ; Cameron Engineering Truss: T78 1R1, u . Phone: 303 800 6750 JobName: SURG Key Build®System BradscanLeron@yahoo.com Date: 09/26/10 13:45:54 KeyTmss® System. Cee6.018 Version: 1.183 Page: 3 of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5JO03/12 4 2-6-2 2.6-2 1 48 in 2273lbs Automated Load Case WI: MWFRS-Left(Up) DistribMd loads mrn I ant Imslim2 Direction Spear Star lmtl Ed1,WJ Tn Wish TT -2d2 000 NUp RAn 51.51ppf 51.5]Rf Min Tnp 000 Ib36 NUp Ra N.011cf ariapf Min TT 12-36 b 13 NUp RnIn VWµf P.M p:f 48in Ton N 13 V415 NUp Rate T.%,f V..%,f Min Ba pan 1-56 NUp Rue, &19,f 2118paf Min Automated Load Case W2: MWFRS-Right(Up) DiariburcA Leeds MCMc 4ranml 1®um2 Dins ion sopd Si. lud FN L-1 Tnb Wiah TT a42 001, NUp Ram N.%,f n.wo:f Min Tap 000 IbM NUp Ralx A.Wpf 3 e'r Min TT 13-M 2 13 NUp Rake N.H2,f Nmp;f Min Tap N413 22415 NUp RONe SL58p.f 51.58pf 48in are Yi16 N 13 NUp Rake $IBlef M18pi ain Automated Load Case WI M WFRS-(Max Dn) Dianbmed leads Sar Iteniml laaum2 Di -ion spevl Sun wd FiOloaf Tnb Wiah Tap 142 000 NUp Run A.5B P:f NM,f Min Tap 000 12M NUp R. 201 Rf 201 pf Min Tap 12-M N 13 NUP Earn 102'r IM,f Min Tap 24413 P415 NUp Ruin N..H p:f 29.59'r min Autorated Load Case W4: C&C(Suetion) Distribired Leads Wnt- Imiml I-nim2 Dunn'. Svmd sons tonal Etllred Tnb WiAh Tap -2b2 Data NUP RLLc 144.]51nf 141.]SP Min Tap (HAD Sault HOP RWe 1Uz,p IIZ7Sp;f Min T4 6a14 12-M RUE Ruh, 117)5p,f 11]]5p:f Bin Try 12M 2ol" NUp Ralx 117.751Rf In.]Slef Min TW A106 N6D HUE But 117.75 p:f iD.75,f Min TT N 13 r,045 NUp Rile 144.751nf N175p:f Min Ba 000 15 NUp Rah,mo,r W47p:f Min Ba ztlL Nb13 NUp Ront W471nr fntlpef rein 1) This truss has been designed in accordance with ASCE7-05,145 nlph, Exposure C. The building is Cable/Hip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure a us: 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 ImtlCpaba Rcnr DI LEE DH IAM (<5_DI Q7 g75.0.75WJ liI. 5 DI+O]S W3 I.DA its D1+WI I.ml Member Forces Summary IHNe inkna4s: Wnity D, rnuCSL aac mid Tau, enwo .. f� um0eap 6an,paauw flu-) TCN 21.1 0.rm IIDIU. (OIN1 34 0.619 5.091Fe (-211t IFe) 6] ati8 5,16216, (-2,94311a)410 U655 I.OAI% (HQ Is) GUSSErPLATES Additional Notes: The end of every chord segment shall be braced laterally perpendicular to the plane of the truss. Lateral brucs shall be installed within 6" of the end of each chord segment. Page 547 of 570 ALL GENERAL NOI£S OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF MIS C(WMNFNP DESIGN WLf1AffN'I. NOIE THAT THIS Cameron Engineering PROFESSIONAL ENGLYFE25 SELLINDICATFS ONLYTHATIHETRUSS ASSEMBLY SHOWN ON THIS SHEETMF£ISTHEMPJIMUM AWIJCABIE DESIGNCRETER1A FOR 17.UCmcCm1 THEIAADS. LOADING CONDEBONS. TRUSS NEENIB R CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. Luama, CO dW3 11 2J 0.913 0.5T! d.1671b: 40W I6 41.435Ib1 LS M 0.6ff1 0.281 A9M1h: 5.1221b (-I,F6616:) f-1.Billbl 7J1 BA 0.5b8 0.5L QW11b 289316: OLBM Ih.) (-I,SR ItrI IDII 4910 IM16, (OIb:) BCM IL12 atfl 01h: Ia15 u401 -zORlla 17-18 0.4t4 -28Tllh n-n 0.8f1 LIDId (3Tl IFe) ISl6 0.2W -29AIFe IB19 0.W1 24491Fe (A211d) I11t 0.t2i -2m21tr. 161] 0.4® -287)Ik. IYID 0.1M Olh: Web 1-Z) 0.TdS 6-I81E (4i411<) Lp 0.N4 LOW Ib: (-IUIb) ]-IS U"Bf -1,3141Fe IDI2 ate I,S151h: (-0Ulh.) 1-19 0.381 2]631b (-1491Fe) L16 a39 Alt (335Ib.) ]-It QI6y 1.46]Ik (-J/J lh.) tall 0619 1,91]Ib 0]I21Fa) 2-19 Q99 Q3YLIb (-L9W IIa) SI6 4561 -2141 BI3 04A 3.O.W IFe (-1,®Id) b18 0.WJ -SBRtIb 616 05ID 1,5911F< (-0451Fs) 413 0]13 <'1f011e 118 0.TR 23491b (-]I]Ih)615 4219 TSIb (-1521tr)412 U]P SZll lb (-2tW IFa) Cameron Engineering Truss: T79 Phone: 303 800 6750 3obName: SURG Keyfluild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:55 KeyTmss® System Cee 6.018 Version: 1.183 Page 1 of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.006112 I 2-6-2 2-6-2 1 48 in 1793 His 2--6-2 _+ 1 6-6 _-_ 2 a 10 Y_ 1-6--6 3-1 1-0 _3-2-0 _ 4-2-12-114 _ 4-10-11 _ 9-1.0 11-3-12 4-10-11 4 1-6-7 2-6.2 0-8.13 t33.0 18-1-11 5-5-7 5 5-7 23-06 24-6-13 D-B-13 5 6 1 O OLF6 24-10 3-2-0 D 4-2.1z 1-11-4 4-10-11 4-10.11 1s-7D-a-o 1-6-6 3-11-0 7-1-0 11-312 13-3-0 16-1-11 23.0.8 24-6-13 ' Cirtl¢i�6fa¢fmierermminweln. Sgm¢ig5wlc(alcrerwminclm6. "F¢teren'iNieu¢lh gmRr N010SPS fAISD favl¢ers mµralu meWQlle rrcnder. Elcry ylielMtalw lMmmhrdfaeren m95� Wle2 mvp}imftlWa erz uYlNW mJus 8nxirg� allale ie �m3 Ref IOGererul Nn¢ fafiNhrclvn(Wim AllgvnGe slew la fule2ri5 Walolal y'Ih 19KNSI Siciaralim fa Ctl4imml Steel gsipa Mair1nin fuWnSlain9al A'16'lart Maimunf¢1erer�im�pnn A'16"min lawcryakel d elxlmmciai CSI - Deflection IJ 00c) Allowed Tc: a"n-n Ma121n UP LIM (6-7) L/an Be: QW(10 LL:(IN ln Lf9 (45) LIM Wek R%1R-16) C.I ON M all in UP Miles 2) MIR1 TCCgeiwvly Bnmi Can I OH I1:0.min 2L/999 2) 2LIR) BCPnin Sp iq.4Nn H—n:amin 19 Reactions IT Me w Be Bm WiE Rmim 17 Pin(WLI 1 1 tin LW@. 11 HR61ML) I 1 2in I.I311111 17 Pin(WL) 2 1 2in 2313lW 11 H Ran ML) 2 1 2in 2314N 17 Pin (WL) 3 1 2in 743Ik 11 H Ron ML) 3 1 2in 7431k 17 Pin(WL) 4 1 2in 1.MR, II HRA] (WL) 4 1 2in Lm%, 17 Pin(WL) 5 I 2in will II Hlist MQ 5 1 2in Belk 17 Pin(WL) 6 1 2in -1.4II Itr 17 Pin(WL) 6 I 2in -1591kH II HStill (WL) 6 1 2in 4L3211k 17 Fin(WL) 7 1 2in -1.33,I1', 17 Pin (WL) 7 1 2in INR,,H 11 HRdl(Wq 7 1 2in -L4A I6. Page 548 of 570 II�wosnI��c �.CI�ngPROwIINEER n INDssEMEMSSaIBLSHOWO�SITSEETS MEJAC UIUM MILlESlGNCMERVOR UNC.TIn� oNi siII AvnTT Cameron Engineering Truss: T79 PIYxNF- Phone: 303 800 6750 lobName: SURG KeyBDild®System Bradscameron@yahoo.com Date: 09/26/10 13:45:55 KeyTmss® System Cm 6.018 Version: 1.183 Page: 2of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.006112 1 2.6-2 2-6-2 1 48in 179.3 lbs 11 HRcHML) 8 1 2m 4ffi61l 1 Loads Summary Load Case LTI: Std Live Load Dismbmed I=& Meniv Irc.Liml lu im2 Di.im S N S. lmd Dtllmd Tdb Widb TT Cm Dvm Fmj 2Tpf IDpf min B. Cm Davn Pmj Opf Upf win Load Case DI: Std Dead Load Diwib.Nd loads Mcm r I.cvimI 1 dim2 Dirtaim Snmd S'. axiom Tnbwimh Tip C. W.m Ra)x IBRf am Ba Cm Done Rt 10 pf 21 lapf n in Page 549 of 570 IIALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSDEAED AS AN INTEGRAL PART OF ME COMPONENT DESIGN DOCUMENT. Hem MAT THE I Caremn Enginmring II PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON MIS SHFEF MEEK THE NUNDIUM APPLICABLE DESIGNCRUERIA FOR Dii Cve Coe THE LOADS, WADUIG COMMONS. TRUSS NUTABFR CONFIGURATIONS. AND SPANS LLSTm ON THIS SHEET Lm CO Rosti e a- Buldir .. < .&Sysbxu< KeyKcyTm System KeyTmss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradseameron@yahoo.com Truss: JobName: Dale: System Page: Report: T79 SURG 09/26/10 13:45:55 Cce 6.018 3 of 3 Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 24-6-13 5.006/12 1 2-6-2 2-6-2 1 48 in 179.3lbs Autorrlated Load Case WE MWFRS-Left((Jp) Dimiblved I.& 14 h I iml Unnim2 Di.im S N1 St. Evil Ead ON Tnh Widb Tap -262 4140 NUp Rake 51.YRf St%pf Min Tap 440 II-112 NUP RUN N'I` NRf Min Rp 11112 1130 NUp RUE 51,67, SL67p:f Min Ton 1s" 24413 NUp aids, D.WRf A.0 Min Rp N 13 Z IS NUp RNe 21.96Rf V95ppf Qu Bd our 13 NUp RON Milli 7118Rf Min AutomRed Load Case W2: MWFRS-Right(Up) Distributed Loads Nxnty, I®Iion1 1m6m2 Dawlim Sall stun lute Ellute m6wiah TT 3d2 -000 NUp R. V%'f P.%Rf min Tap nail 11412 NUp Rake n.69 Rf 3769Rf Min Tap 11-M2 o" NUp RUN 51.67Rf 5U67Rf Min Top 1130 24413 N UP RUh N.01 pH 2401 par Min Try N 13 Nn15 NUp li 51.57Rf 51.57pf Min Ba 211b 2 13 NUp RUN MIS'r Als,f Min Automated Load Case W3: MWFRS-(Max Dn) Dismbuted Leads f li&h Imiml Imt1ion2 0i.im Spain, star l� FN lute Tib WAh Tap -2d2 n00 NUp lnJ 2956Rf X55'r Min Tap n40 11112 NUP RUN Lw Ff 1.99Rf 48in Tap Is" 14413 NUp RaN zin Rf 101 R.f Min Tap N 13 V415 NUp Rake A.57 Rf S.P ptt Min Automated Load Case W4: C&C(Slction) Distributed Load, } Wiunv In'.viml I-aim2 Direction Sane S.1nNJ FNm I1 T ib Wigb TT -2d2 nail NUp Rye IM75Rf 10..75pf Min TT n00 6414 NUp Rah II7.75Rf II]75p'.f Min TT W4 11-112 NUp Rnli 117.75,f 117.75Rf Min TT II-312 Is" NUp Rah (9.14Rf 5 p:f Min TT 1130 21-IM NUp Ra 117.75,f 117.75prf Min TW 21-100 N413 NUp Rake I17.75'r 117.75Rf Min TT N413 V415 NUp Rah 19475Isf IK]5Rf Min Ba BOB I-56 NUp ReN 6147 p:f m47 Rf Min Bu N"'a N 13 NUP Rah 1047pJ (647Rf 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 0 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Gass: Enclosed, CCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations ' WN! 141 am 1MIh " Si 34 QUa 0.ININ (-21911,:) 67 aSSA 4,WIN 09016) 9.m am MIN MIN) 1.2 am -1.m N 45 0.W2 4.6N'ta, (-L IN) M trail 4,619IN (-22171b:) 2-3 0.619 1X51N f-LA6lh) 56 a731 'Se I, I- 1m) BA am -I.W51N bCN ILL11 0.165 not OIIe 12.13 am 4RNId 10.15 adN -EMI IN 1617 aw 26WIk (-2b IM) 161E Z. (-]MIN) 1114 am -I.A31h Isl6 0.m -2M11N 17-18 a 01M Web: 1-Itl am 21316: (A141Ie) 316 1. 45fii . (AUI 614 QI52 -2NIk 512 awl -SEA IN 1-17 149 3.2571k (-291Ih) 415 ENS x916. (-741b<) Z 611 a3M -5151k &II am AZIIN: (-R817I4.) z17 am 4.NSIIe (-2051Ib) 4-14 O.fli mi IN (-Mi ) 7-13 1414 LN211a (-m IN) yU 4710 2m116: (-IN aw 216 (su -z9bltr. s14 1417 RAIN 7-12 05,11 1.625ft (-MIN) S,10 aIQ MIN (-IvtN) GUSSET PLATES Additional Notes: Theend ofevery chord segment shall bebraced laterally perpendicularto theplane of the truss. lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 550 of 570 ALLGQJFRALN07ES OFTH6 DRAWNG PACKAGE SHALL BE CONSIDERED AS AN RGECRAL PART OF THUSCOMPONENT DESIGN N(,UhffIJT. NOM niATME Cameron Engineering PROFETs10NALFNGP'EFRS SPAL WDICATESONLYTHATTHETRUSSASSENBLY SHOWN ON IMS SHFEUN4£1S THEA9NIMGM APPLICABIEDESIGN CREERIA FOR 1753Core Cwl THE LOADS, IDApI4G CONDmONS. TRUSS NffA®ER CONFIGURATONS. AND SPANS DSMD ON'1HIS SHEER la9ema CO alm ti Cameron Engineering Truss: T80 - `c' - " c@Sys,rxue Phone: 303 800 6750 JobName: SORG KeyK.yTnSystem Bf'adSCame[On@yahoo.com Daze: 09/26/10 13:45:56 KeyTmssn System Gee 6.0I8 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 0.10.2 5.037/12 2 2-6-2 0-5-0 1 48 in 13.91bs 1__-- 2.6.2 0-10-2 0-5-0 TO-1a2 0-8-13 1.1.1 2 6 0-M 0.0-0 0-10-2 0-5-0 0-lo-2 Cirelee i".te fmlaeraw in web:. Sr o M. Lenearmvr intivA. -F.,. iNra¢s Ik mmhrlxl0SD5 TUSb f taus ialwreEm—wtl Jlh nenhr. Exfi J. ime.. an inmhrelfulems mpml W. mreni.pmaw aferlmmIHe aaw��apam is regi t Refer In ara Nun ffmkr clenlalim Allwade skarly Pnnemis WotlalNlwlk 19b A615{aifarimfa CtldFmrN Stal4ipL Mtimvnfr RWrsryeinSNR'IeM.Winainfasarerrdg nmpnm WIT mnlaerbelmR al enni CSI Deflection U (roc) Allowed 1C: nY0(B Mao rUP L/" 4 LlM BC: Q4 (34) U ox L/9A 4 LlW Wek am(w) Hm TL 0011. 5 WCmimsmlyB 1 BC PWin Spein,=M in Reactions Summary 7 Pin(WU 2 1 3.5in Mile 5 HRNI MU 3 I ?Sin -118IM 7 Pi. MQ 3 35in 441M 7 Pin(WU 3 1 35in RI lWH 5 HRdI ML) 4 1 i5in 471I: 7 Par MW 4 1 3.Sin F/llln 7 Pln(WU 4 1 15 in 91 IkH Page 551 of 570 IIAILGF ME NOIESSOFT MDRAWINGPACMGESH BECONSMMMASAN RALPARTOF'IHISCOMPO DESIGNDOLUM ..NOTETHAT77E I Cameron Engineering II PROFESSIONALFNGINTI SF IMKAM ONLYTHATIHETRUSS ASSEMBLY SHOWN ONTIBS SU]EPI+@ErS THEM INHINI APP1ICABIEDESIGN CRITERIA FOR UMCmc Cam TI@LOADS. I ING COMMONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS USTm ON THIS Sr .. La®rvL CO RM Cameron Engineering Truss: T80 �uR�� Phone: 303 800 6750 JobName: SURG KeyBuild"stem BJadscamemn@yahoo.com Daze: 09/26/10 13:45:56 KeyT.ss0 System Gee 6.019 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 0-10-2 5.037112 2 2L-2 0-5-0 1 48 in .. 13.91bs 7 Pin(WL) 8 35 in-1.5311h 7 Pinl Q 8 1 35 in L201teH Loads Summery Lead Case Lrl: Still Live Load DilmnRi Lwds Rd Cm Dvxn Pmj 0,T O,f 48 in Load Case DI: Std Dead Load Distributed lords McMv 1-A.1 1a1.2 Dimvim S,e SanL Ed Tnb Widh IT Cm poor RI& Inp.( QR Bd Cm Dam Rn4e IOp:f Ippf 48 in Automated Load Case WI: M WFR.S-Lefl(Up) DiaibNed loads Ratr R6I Rate Automated Load Case W2: MWFRS-Right(Up) Disdbuted Wads 48in 48in 48in Page 553 of 570 IT uua RIR2 nUP RYt n69,f n..o,f 481n TW OI0,2 1-12 NUP RWe n.95pp( V96,r %in AILGFNERALNU OFMODRAWNGPACHAGESHAILBECONSnIPAEDASANIN RALPARTOFTHISMO NF DESIGNDOC( .. NOTETHATTI@ GamCton Engineering MOFESSIONALFNONFE45 SE ]NDICATES ONLYTHATIHETRUSS ASSQ !.Y SHOWN ONnRS SHE£(A4fMI TS 7HENRNAP M PLICAB(E DESR)NCRnMlAFOR Ii$)GPCGPN INE WADS. WADING CONDmONS. TRUSS I.ff. M CONFIGURATIONS. AND SPANS DSIFD ON THIS SH . Iran. CO axaS Cameron Engineering Truss: T80 xL r,. Phone: 303 800 6750 JobName: SURG KeyBuild@System Bradscameron@yahoo.com Daze: 09/26/10 13:45:57 KeyTmss@ System Cee6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 040-2 5.037/12 2 2-6-2 0-5-0 1 48 in 13.9lbs Automated Load Case W3: MWFM-(Max Dn) Dimburd Lmds TT 0.10.2 13 Automated Load Case W4: C&C(Suction) Denbucd leads No wm %R`2 NUp Rake 1%15p:f 1%15p,f Cain Top 0-10.2 132 NUp Rvkc 2957pf x9.57p:r Cain Ba W 0.11-10 NUp Reke a m'r 85341af Coin 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category W (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, OCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not bean exposed to wind. This buss is an End Zone Truss. This truss is not in a Hurricane Prune Region. Load Combinations Member Forces Summary Tvae irt4re,=: m�n�1o. �,csl. nm aNat ro�.l�.�r.. rna omR r �,..181 r 7 CA T.CSFT PT ATRS Additional Notes: Warning: Possiblecon0icts in geometry may require additional design review. The end ofevery chord selonvat shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" ofthe and ofeach chord segnent. Page 554 of 570 II EGR� PART OF T�AnoSIEI THE Cameron ElngpxOFESSIsNINEERoDCSOYTATTnsrssEMBLSDRAWMG PACKAGE S� BE CONSIDERED AS ANHWNso MIS H��T♦EMIpABUDEGCRMMR cnrnrSTBw msu1¢pcc��oII Cameron Engineering Truss: T81 ��gg)) a '-3 .ulld Phone: 303 800 6750 7obName: SURG KeyI(EyT.System rstent Bradscameron@yahoo.com Daze: 13:45:57 KeyTmssOP System C=6.10 Cce 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 0-10-2-5.037/12 2 0.54 2-6-2 1 48 in 125lbs MAa 0-5-0 0-5-22 _ _ _ 2_6 2 _. 0-5-0 0-10 1-1-1 0- 8-13 0 6 1 B-B-B B-B-o 0.50" .0 1 0-5'0 1 0- 0-5-0 0-30-2. Cimlm W=efww inw<la. Sq .rnla vswnran in<MA.'Fatcas'imia<. 11e�wisrHElOSPt(ALSO Tmmcn repomlvt ae eNHBn neMxe. EeA calm ImEae U4 mmLmRfs1<mm rtgsrtQ Wkrt mrtatimplme oR mllMamBus 2,, admeis�;ma ReTmwG NURfmfim clmfimllm A11mvnH<slemlcrfnmemis mltWmed 1a1k 19li AISl SpaiSaimfm CtlAFmMStal Dusig. M.iwinfvstemrsmcimmA'Ib"Nn Maimwnfmwmr<¢re mmu®na A'16"min lmwe5sknl At lwva<1e1 CSI Deflection L (roc) Allowed IC : BQWII.B l ftw inuP LIM 3 L/= BC: aWU-5) 1L BOB in L1M 3 LIW W* QWO-B HmID 001 in 7 TCC iwvly Bm<W BcP mSlrxlR=48in Reactions Sunmlary S En(WL) 2 1 2in n5lk 7 H Rdl RL) 3 1 15 in NI Ik 8 Pi.mL) 3 1 tin 411M B HuML) 3 1 tin -1211dH 7 HRNI(WL) 3 1 Ism -1151k a Pin ML) 4 1 2in 1751E 8 Pin ML) 4 1 2m M1trH 7 HRdl ML) 4 1 35in 01@ Page 555 of 570 AILGFIJFRALNOIFS OEM DRAWNG PACKAGE SHAM BE CONSIDERED AS AN MIFGRALPART OFMtS COMPoNEMDESIGN DOCUMENT. NOM MAT ME Cameron Engineering PROMSIONALFNGP Sli'EA MICAMONLYIINTIHEIRUSSMSFMBLYSHOWNONTHISSHEPf�EFONlM1 P11CA MDESIGNCRIIPAIAEOR 17S1Lm<(11 THEWADS. LOADNG CONDMONS. MUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SKEEt. Lv .CO@Hn Cameron Engineering Truss: T81 �' 4�u�� Phone: 303 800 6750 JobNan SURG Keyfluild"stern Bradscameron(Dyahoo.com Daze: 09/26/10 13:45:58 KeyTmss® System Gee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 0.10-2-5.037/12 2 0.5-0 2-6-2 1 48 in 125lbs 8 IMML) 8 1 tin -1.W IkH 7 HRd] (WL) 8 1 ASin-I.5461bx her Material CSI Loads Surunary Load Case Ld: Std Live Load Dlmabamd Lands Max P M[aM I iml I im2 D.n. sp i an.l FMI Tne Wimh Tp Cm Dam Ry IDpf M,f Min B. Cm Pwn Ry Bpi 0,0 Min Load Case D1: Std Dead Load DiWbi dloads M,n 1—aim1 1-an.2 Dirtnim So stnnl Ed TdbWidb Tap Con Dam Rala IUp+f 1Up:f 48in Bo Cm Wxn Rxh. 10 paf ]apaf Min Automated Load Case WE M WFRS-Left(Up) Divibumdroads Tap 000 0-ID2 N Up Rnk Tap DID2 Jd4 N Up Rake Automated Load Case W2: MWFRS-Right(Up) Min i8in TV 040 DI62 NUp RdS, 0,88 fuf ZVS,f Min TM 0.ID2 364 NUp Rdw 51N,f 51Mp:f &in Bd 4" DID2 NUp Rnb &18pf 2S18,r 58in ALL GENERAL NOT60FME DRAWNG PACKAGE SHAH. BE CONSIDER® AS AN INIWL PART OF ME COWONEW DESIGN DOCU .. NOW MAT THE PROFESSIONAL ENGMEEfS SE RfDICAMS ONLY THAT MR MUSS ASSEMBLY SHOWN ON THIS SHPEf MEETS WE MWa APPIJCABIE DESRiN CRITERIA FOR THE WADS. LOADING CONDMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS 1151E3 ON THIS SHEPf. Page 557 of 570 Canemn Engineering D53Cme Cmt tmPm . CO asa; Cameron Engineering Truss: T81 . Phone: 303 800 6750 JobNare: SORG r Vfn KeyBuild®Syst tS, System BJadscalneron@yahoo.com Daze: 09/26/10 13:45:58 KeyTmss® System: Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 0-10-2-5.037112 2 0-5-0 2-6-2 1 48 in 125lbs Automated Load Case W3: M WFRS{Max on) Distributed loads hlen8x tuulimI 1®,im2 Mronim smad Stan Litid FidLutl Tnb Widh TW AW 000 Nnam RNs 7.9Sor 7.92p:f Gain TT 000 0@2 But, Rise 1.8 pf 1.8p.f Gain TW 0.IO2 3G4 NUp Rake 2937,f 2p.37p:f Min Automated Load Case W4: C&C(Suction) Top 000 00-2 NUp Rase 1m 15 of 1%15 Ff Gain Top oWc 341 NUp Rah 29.57'r 2N.57psf Gain Bd A30 0102 NUp Bur S5.34p+f 8S31yf Min 1)This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C.Thebuilding is Gable/Hip with Building Category IV a 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 Humcane Prone Region. IA&a Combinations Tatic in iwa:Mm ID.=CSI. MIMI:409/11IX`I fmn—Mitt fine) Additional Notes: Theend of every chord segment shall bebmced laterally perpendicularto the planeof the truss. Lateral braces shall be installed within 6" oftheend ofeacb chard segment. Page 558 of 570 OYSONRIT 'taB Ga�1PROFESSIONiU, INDICATES ONLY SHON 1HUS StuartSt tNEVISE MIFAUMFUCABBDSICCETEN THE1 oIIOMS:OMGCONAC CONSIDERED saic II O..L.r4��., Cameron Engineering Truss: T82 Phone: 303 800 6750 ]obName: SURD KeyBuild®System Bradscameron@yahoo.00m Date: 09/26/10 13:45:59 KeyTmss® System 0ee6.018 Version: 1.193 Page: 1 o1'4 Report: Eng Plot SPAN P= QTY OHL OUR PLYS SPACING WGT/PLY 2-10-2 5.011/12 2 26-2 0.5.0 1 48 in 37516s _.-_. 2-5-2 1.5d4_-�__ 144 �0�-0. 1-514 0-8-13 2-10-2 1-11-1 3 8 1-5-14 144 0°50 1-5.14 2daz Cirtla Min wed. Bgoua iMicue fulererwve inelvA.'Faaleren'irtEraes Ik nsi4rd/IBBPS (ALS°fmlere¢mpMave eNdlle rteaM. FF�vWre iMraiti Ih �wMraf fae�e2rs mpnrtd Wlemmmlim IYaVa yc ®IIWWmllu[ a,..ihnmfi dawirg a pin¢ it mµrtd RCILf W GcrcN Naa fm emkrdvi5aim AllavaNeakwlafaa4rcri[ wlcWyed{vlk 19S6AI5151eci8wim fa CtldFmMSlal Duipi. Mwmvnfaclerer[(ncirgu A'IC rmn M1Lv'mnin! ¢ivNg �m�gnm 9'IN rmn fo exM1SM1re11 •reel avo¢IN, CSI Deflection U (loc) Allowed TC: Owl (1-2) TL Qw in L199I 8 L1240 BC:a882(S) IL(UN in L19N 8 LlW wdk nflia-51 C.10H'n.a09in M/M 7 m1w W Cow.1l Blamd Cnn IOH LL:0.01 in 2L190 7 MIW BCMin S,im=Qin 11-71,amin 7 Reactions Smnn>a1y IT IL BC B Wid Rev'fim IT BC M Ressl MoxG U iB I Aiwmsu in M C& U iR M H ifl 5 Nn(WL) 1 1 tin I,NE Ih 5 2W91p: -].WIN AT5IN L7I51m 9 H Rai two 1 1 15 in .712116 9 1 25121d -1.567IN -9i6l' AM711a 5 Rlnmu 2 1 2in 290)IN 9 HRai (WL) 2 1 IS in -I,W IN 5 Pin(WL) 3 1 2in WIN 5 Pin(WL) 3 I 2in ]IS 1NH 9 HRdI(WL) 3 1 IS I. .21811A 5 Pin(WL) 4 1 2in 1.918IN 5 Pin(WL) 4 1 2in %INH 9 HRdI(Wq 4 1 a5in RGRA Page 559 of 570 II PIHCLGMS.AI. ENOOOF THIS DRAWING PACKAGE S� BE CONSIDERED AS AN WEENDITONINDICATES NDDIC 5SSONLY ATTHUR77S ASSENIBLY BPANH�IIDOTHIS II115 MEETS IHRMINIMMIGAPPOCCABSE RESIGN CCRITERIA FORT L 1753C.COR'mi ng II Cameron Engineering Truss: T82 /`Jti� Phone: 303 800 6750 JobName: SURG „�"""r ....�,p�p.,..,� KeyBuild®System Bradscameron(@yahoo.com Date: 09/26/10 13:45:59 KeyTmss® SySiem 0ee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OJR2 PLYS SPACING WGT/PLY 2-10-2 5.011/12 2 2-6-2 0-5-0 1 48 in 375 lbs 5 Pin ML) 8 I 9 HRd] (WL) 8 1 tin 1.781E H 15 in Z5mr Loads Sunmmary Load Cue Lrl: Sod Live Load DLmtbucd loads Merthr i_di.I 1®li.2 Di—im So—i SIan IM Endm Tnb Widb hp Cm W.vn P" m" Mpf Min B. Cm Dam PmJ O1sf Olvf Cain Pont hinds Load Case DI: Std Dead Load Ddrbaed mods me la'.niml I n.2 D.im Spend S,-W End lmd MbWidb TT COY opw Rye io Ff 10pf Qin B. Cm Dam Race IOryf 10µf ain Point Loads Mrnis Ircatim Direfi. fmd Hib Wlah TT - s2 Dam mlt Page 561 of 570 IITPRO HE IA SIONI ENGWEEERSADING S110NS.TRUTESOBEACTTHERATIONSSEbIBLY SHOWF ME DRAWING PACKAGE S� BE MNSDERED AiS AN NS 4'ION ID ES MEYTTS THE MINNM�APP�C"M DESIGN CRf1ERUi FOR T nECOinw)ng II Cameron Engineering Truss: T82 Y.M. Phone: 303 800 6750 3obNane: SURG KeyBuild®System BradSCalineron@yahoo.COm Date: 09/26/10 13:45:59 KeyTress® System Cee6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH Cry OHL OHR PLYS SPACING WGT/PLY 2.10-2 5,011/12 2 2-6-2 0-5-0 1 48 in 37.5lbs Automated Load Case WI: M WFRS-Lefl(Up) DLmlbuiedloads Mn J,cniml tuvlim2 nirslim sp Sml lmtl FNIm1 Tnb Wiuh Tap 000 NUp Ru 51.54 Bf 5154p:f Min Tap 000 2102 NUp RU 21.NPf assp:f Min Tap 7102 332 NUp Rak 14.23pf RX,f Min Ba am 1h14 NUp Rate $181ef 8181cf Min Automated Load Case W2: MWFRS-Right(Up) Distriburd Lads WR 1mim1 1-1..2 Dialim Soem suntma H.itma Tabwian TT -2 2 000 NUp Rave r96'f P.YSRf min an, 000 Y102 NUp RLL 31.69pf 31f9 pf 49in TT 2103 312 NUp Rile Via, 9.96Z Min Automated Load Case W3: MWFRS-(Man Dn) Tap one 2102 NUp Rate 1.96pf L96p:f Min Tap 2Ina 112 ND—n 'Rate 7.%,f 1.Mp:f Min Automated Load Case W4: C&C(Suction) Dianbured loads MCM[r [¢aural 1 Iim2 Dirwim Su a.lmtl pro Tib Wiab RE -2b2 WO NUp R. Z95)Rf 29.S11er Min Tap 000 L102 NUp Rake .51s Ms'.'f Min Tap LIn2 3-12 NUp Rak 29.v'r 29.511ef Min B. 000 1<14 NUp RWe 83.34p:f aim nn Min 1) This tress has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Cable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dinensims oF93 It x 102 It, Enclosure Ches: 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 Tulle Ina..: Mcnl- O,. CSL mu ame f .c— am, fine ifd0om fion mu tidal f 1 GUSSET' PLATES Additional Notes: Theend ofevery chord segment shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofe arch chord segment. Page 562 of 570 II PROFESSONALOL NFOHGINE➢R, S OF S S LINDCAT60NLYT TT THE TRUSS ASSETIBLG PACKAGE S� BE CONSIDERED AS YSHO INTEGRAL SOF THIS COWONErap DESIGN HFET BETS THE NONUNION! AFPDC M DESIGN CRAnIXIA FOR I TMH n Co Engineering II THE LOADS. WADING CONDMONS. MUSS h1EMBER CONFIGURATIONS. AND SPANS IJSIFD ON MIS SfIF£E. sen doC Cameron Engineering Truss: T83 Phone: 303 800 6750 7obName: SURG Keyliuild®System Bradscani=n@yah00.com Daze: 09/26/10 13:46:00 Key?mss® System Cm 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 2-10-2-5.011112 2 0-M 2-6-2 1 48 in 37.9lbs 0, 5-01 1-3-11 �_ 1.6] 2-6-2 1-3-11 1-141 2-10-2� of 13 8 0-0-0 0-0 0 0-5--0 0-0 0.10-11 1.6-7 io-3-0, i.&lI 2-10-2 Ci.l. iid. frkrerwnin wed. Sq:vee ia.nf l—. in elnA.'F.aleren'nxil. lk aunhrd1H)SM Udlafinn—n,iMu oe nddlk Fxhnla irttrmn lk nmhrdf I—reond WN= lim limn ure eJlolw ands davit a plane is midred Referm Gemnl Naa fafWerclanfalim AllmvaHe sharper Isslereris aYcdmedlslk 19MAISI Spedfaimfa CdaFanMStal RsipL Muiddn fosurerstaci�m 9'IB' mn 34'main faalercre¢s mmpnm YI6' Irvn faeocM1skel d swJ cwc1M CSI Deflection U (loc) Allowed TC: RMry3) 1L Rol in LIMA 8 LIM Be: a8A(5) IL Rolm 1.I999 8 Ll3(0 Wek 05I6(24) C.I On amen 2L1999 9 2LIW W Cmimm'y Bnu¢d C.I ON lL am in MINK 9 L./A He Patin Swim-4 in H—' am in 9 Reactions Summary 5 Pin ML) 2 1 tin 2983ld 10 HR11(WL) 3 1 tin -MR, 5 Pin(WL) 3 1 2in wN 5 Pin(WU 3 1 2in AM an 10 HRd1(WL) 4 1 2in -LRitld 5 Pin Ovp 4 1 2in Ln16,. 5 Pin HH.) 4 1 2in mINH 49161d AmIln-I.7541h. Page 563 of 570 II PROMSSIONLD�WGCO�DAINDICAS�MONLY CONFHERA'IIONSM. ANBLY SHOWNNS ONNTSHERT SPI. S miENool OMGAPP�CABME UESIOGNCTRPERUk FOR TME I 1753C OCe3An on Engineering II H C co Cameron Engineering Truss: T83 AMC �� , � Phone: 303 800 6750 ]obNanc: SORG KeyBuild"stem Bradscameron(@yahoo.com Daze: 09/26/10 13:46:00 KeyrrussO System Cee 6.018 Version: 1.183 Page: 2 of4Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 2-10-2 -5.011112 2 0-M 2.6-2 1 48in 37.9lbs ) 5 1 2 in 5 Pin ML) 5 1 2in 70Ik 5 Pin(WL) 5 1 2in ASINR In HRal MW 6 1 2in d516. 5 Pin(WL, 6 I 2in -M 5 Pin OWL) 6 2in -3161tr H 10 HRd1 ML) 7 1 2in WIa 5 Pin(WL) 7 1 2in -LWIN 5 Nn ML) 7 1 2in -XHWH Page 564 of 570 AILGFNFRAL NOIFS OFTHLS DRAWNG PACKAGESHnr I. BECONSR)FRED AS AN WITGRAL PARTOFTWS COMPONENTDEIGN DOCUMEM'. NOTETHAT7H9 CRrneron Engineering PROFESSIONALENGINMRS SELLNDKCM ONLYTHATME'TRUSS ASSEMBLY SHOWN ON7H65HFET FffE1S THEMWNIUM APPUCMHE DESIGN CRHERW FOR LTOC.Can 'IHGLOADS. LOADWG CONDMONS. TRUSS MEMBER CONFIGURAMONS. AND SPANS LEHED ON MUM SHEET. L U ,CO arse Cameron Engineering Truss: T83 .m Phone: 303 800 6750 JobNarre: SURG ,04-w L ..-.� KeyBuild@System Bradscanleron@yahoo.com Date: 09/26/10 13:46:00 KeyTfuss@ System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN Pl'1 H QTY OHL OHR PLYS SPACING WGT/PLY 2-10-2-5.011/12 2 0-" 2-6-2 1 48 in 37.9lbs 5 Pin (WL) 8 1 tin A9Mlm 5 PiRML) 8 1 tin-1.'/181k- H Loads Sununary Load Case Lrl: Std Live Load Bo Cm Oam Pma Bpf Ofnf 48in Pomtlmds M,m 1—nim Dinxam Imd Tnb Wi6M1 Tip 5-0-0 W.m 401I Load Case DI: 'Sol Dead Load DiNdbaad Loads M'. "amI [ im2 Di.im Spea1 a'.lml End lmd Tnb Wi&h Tap Cot W.m RNe IUOf IVfsf 44in Bo Cm Ovnm Rn IUpf 10,f 481. Pomtlmds M[. Ivallm Diwlim tmd Tnb Wi6F TT 5-04 Lbnn 25 11 Automated Load Case W l: MWFRS-LeH(UP) D etnbnad leads Page 565 of 570 Tap ODO 1IM NUP ROFe 3I.Bl f^f 31,�P.f 4tlin 2-162 444 II Retie W f 9E 48in ALL GENERAL NOTES OFT HIS DRAWING PACKAGE SHAM BECONSMMED AS AN INIEORAL PARTOF THIS COMPONENT DESIGN DOCUM .. NOTE'MATTHE Camemn Engineering PROtFSS1ONAL FNGDo2RS SEAL INDICATES ONLY IINTME MUSS ASSEMBLY SHOWN ON THIS SHEEP NEEDRS THE NUNNIUM APPUCABIE DESIGN CRDPRIA MR Imc—Cml THE LOADS, WADING CONDMONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS IISIED ON IRIS SHEET. Impivn, CO SaStI Cameron Engineering Truss: T83 �� " - Phone: 303 800 6750 lobName: SURG. LvrtSystemar KeyBuild®System B3'adscameron@yahoo.eom Date: 09/26/10 13:46:00 KeyTmssO System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2-10-2-5.011/12 2 0-5-0 2-6-2 1 48 in 37.9lbs Automated Load Case W2: MWF1tS-Right(Op) Distributed leads Menhr IsmimI I®,ion2 Djr lian Bpe son Leh Fid WW Tib Wihb Tap 850 OW NUP Rite 14.]5fhf Id25fnf Min TT Goo 2-IO2 NUp RW $%p:f $Wp:f Min Tap 2102 N4 NUp Rake 51.51Z SI.N pf gain R. Wi LID2 NUp RV $I8 p:$I8Rf Min Automated Load Cate W3: MWFRS-(Max Dn) Distributed Loads M'. L tjnnI Lraim2 Oiiaiim sp-i Snn Lni EA Ln] Tdb Wimb Tap 450 one N W.w Rake 7.%,f 7.%,f Q.. TT 0n0 LI62 NUp ]Utr 1.%pf 1.56p.f a.. Tap ?102 SA4 NUp Rake Nn pf D.52paf Min Automated Load Case W4: C&C(Suaion) Distributed lauds Meter i_.iml 1-1im2 Di.im sI SUntmJ FNLW Tdbwitih Tay 450 000 NUp Rate $9.5)tef 2(R$7'f Min Ty n00 Y102 NUp Rik Im15pf TAMS,.! 481n Tap 2-102 544 NUp Ra 99.57'r 265]p:f Min B. 1<11 210.2 NUp Retie Rimmr UM@f Min 1) This tmss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV o= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, OCZone 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 e t®t cram Fmv I of 1.03) [=zuf G1 z DI.wi 1.aoo �1;UD S W3 a5W3;R75(if 5 or7 5 DI+ f00 ] arm +W2 I.0➢ Member Forces Summary TaNe im wu . MCMerm.. CR.0 w fptt.lmupel+. f ifancan wmaeeadm ma) lCM P1 arm -n 1E: I-x 016) .19u1e' z-n Q�l -1.z1s 1k 19 a(M 31911n Dlbi ecru as om a1b w o'm welt 1-W21b 6.] ens o16, ]ao a4m vnb web 1-] 0.113 33s 2S a48t 3,9n 1% E1.�1b) 3-0 Q4A I.ODItr. l-"e11h1 Zr-11916:) 26 a515 -2516Z 35 a442 AME Ita (-n51h:) GUSSET' PLATES Additional Notes: Warning: PossibleconRicts in geometry may require additional design review. Theend of every chord segment shall bebmced laterally perpendicularto the plane of the truss. Lateral bmces shall be installed within 6" ofthe end ofeach chord segment. Page 566 of 570 AILGENERALNO'IFS OF T1I5 DRAWNG PACNAmx ALLBECONSWMW AS AN cmEO ALPARTOFTHIS COImx) 'DMIGNLYICUM .. N(Ali Horn i Cameron Engineering PROFESSIONALENGNFFA55F RNWTCATFS ONLY THATTEE'IRUSS ASSEMBLY SHOWN ONTIRS SFff£Fhff£IS IHBMNLNUM APPI ABLE DESIGN CRUERY, FOR I7oc—C. THE IUADS, W mNG CONDMON5. MUSS MEh®FA CONFIGURATIONS, AND SPANS MIND ON THIS Sturm.. ImGM. CO moo Cameron Engineering Truss: T84 Phone: 303 800 6750 ]obName: SURG VICSyst roc KeyKByTru System Bradscarneron@yahoo.com Datc 09/26/10 13:46:01 KeyTmss® System Cee 6.018 Version: 1.183 Page: I of4Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 6-10-12 5.009/12 2 2.6-2 0-541 1 48 in 57.51bs I 2.6.2 11=5--14 54-14 0.5,Q _ 1 __ 1-5-14io-12 O- 13 3-7-6 3 8 59-2 2 1 7 6- 5 9 4 0-0-0 0-0-0 1.5-14 54-14 1-5-14 6-10-12 Cii[la i�dmle fa�l[mmv[inweFn. Sgmiesi�mle fmlerer[mYin[Io�E. 'Powers incwms Ne amhrNam sos (Also fa<mma Rireda oemaofub lm m. Eryn vulm iMicna lh mm6[rmlssmim rtgirol Wi.3et\+.minn, a=mnmwm/Ns dawin6 apse is mpvred R[fmro GeRel Ntles fu Lmhr<Ixi6aim Allavade skarperlazwreris cdoE•wlpc 1h 19J6A615f<[i0cuimfv CdbFmrtd Slal Rsips MaimainfatertsHeiwal4'16'mrt Mainvnfaerc¢r Nye �pnm 9'16"pan fmmnM1 sAmd a�xl mrtvN CSI Deflection U 000 Allowed PC : Omit) TL00inuP LIM 0-3) LIM Be: Q,Fl IL Rol in LIM rya) LI NO Wek am(l� Cx IGH'D:0lin UP MIRB 7 1LI9J TCcWinmalyBa Con I OH IL OBI in 111919 7 ]LI90 BCFWin Slmiq_45in H—T: 005 in 7 Reactions Summary JT UP Be Bniwid Runim FT Be M Reel Mu G—U ifl Maz MWFRSU ili Ma CWU ifl MVU iR M H- 6 Pin (WL) 1 1 15 in 4121h 6 I 9'M 1� S 1. 3wlV-3.SCIItr. 26151k. 4 HRdI(WU 1 1 3.5 in 3051tr. 4 5AIh: .KB1b �2389Ib:-238911,I 6 Pin WL) 2 1 15 in 9161� 4 HRdl ML) 3 1 15 in 5 lln 6 Pin ML) 3 1 35 in D1Fe 6 Pin MW 3 1 15 in 141 HinH 4 HRdlmu 3 1 15 in 3311E 6 Pin ML) 4 1 35 in 1611,S 6 Pin WL) 4 1 15 in 10511,:H 4 HBall (WW 4 1 3.5 in 5491M Page 567 of 570 ALL GENERAL NOHE OF THIS DRAWNG PACKAGE SHALL BE CONSIDERED AS AN INIFGRAL PART OF ME COMPONENT DESIGN DOCUMENT.. NOIETHAT THE Cameron Engineering PROFESSIONAL FNGNEFA'S SEAL NDICATES ONLY THAT THE'IRUSS ASSEMBLY SHOWN ON THIS SHEET NEETS THE NUNB.IUM APPLICABLE DESIGN CRFUR1A FOR 170 Car C. THE WADS, LOADING CONDmONS. MUSS MEMBER CONFIOURATONS, AND SPANS LLSMD ON ME SIEE .. gym. CO mf03 Cameron Engineering Truss: T84 Phone: 303 800 6750 ]obName: SURD stm KeyEeila®system Bradscameron@yahoo.com Daze: 09/26/10 13:46:01 Ke)Tmss@ System Coe 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 6-10-12 5.009/12 2 2-6-2 0-5-0 1 48 in 57.5lbs 6 Pi,HWL) 8 1 35in 261516:H 4 H RcU ML) 8 1 15 in -ZA91b, Loads Summary Load Cue LEI: Std Live Load Dimib dloads MCMc 1 iml Imim2 Di.im S.w St. lml FN Wtl Tnb WidF TT CAA W.m Pmj M,r M,f Ain Bd C. Dam Pmj opsr Olaf 48in Load Load CueD1: Sod Dead Distriliowd load, 61nrls O_nml Lanim2 Dirt9m Spoil Slut lud EdLwtl Tnb Widb TW C. W.vn RW IURf IUp'.f 44in BP C. U—n RaNe 10,f IDpf 48in Automated Load Cue WI: MWPRS-Lefl(Up) Dismbumd Londs Wk r 1 liiml 1 im2 Dirs6m S,W St. Una] Etllmtl Tib Widh TT -2 2 DOO NUp RHs 5L55rnf 51Mpf 481n TW DOD 61(1,1E NUp Rak 2LWp:f 2LWP:f 48in TW 61612 231E NUp RNe 14.2b,f Nz,f 44in Page 569 of 570 II All GFNFRALNO OFTHISDRAWWGPACRAGESH BECONSBffAEDASANWIEGRALPARTOPTHISCOM NEMDMIGNDOCU1 .NO1E TTHE m I Cameron Engineering II PROFESSIONAL ENGINEERS SE RIDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ONTHIS SH ?,HiEIS MEtGT sR)M APPDCABIEDESIGN CRM"FOR f15lc—c. THE (DADS. WD INGCONDmONS. TRUSS MFA1BER CONFIGURATIONS. AND SPANS Mnilt ONTHIS SHEET. Ln eve, CO m5N Cameron Engineering Truss: T84 Phone: 303 800 6750 3obNane: S11RG KeyBBBd®system Brad5e2nleron@y9hDo.eom Data 09/26/10 13:46:01 KeyTrussg Syste27c Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 6-10-12 5A09/12 2 2.6-2 0-5-0 1 48in 5751bs Automated Load Case W2: M WFRS-Right(Up) Distributed Leads wan 1—niml I Nim2 Oim im Sp Sinnlmd FN Lad Tab.idh Tap -2b2 BOO NUp Rnks D.%,f P.96fef 481n Tap 000 61612 NUp Rah N..69'( 37.69p1' Min TT 61on 7312 NUp Rntr '96R.f V..95P Min B. 6101E 7-aQ NUp Rnlc ffiIBRf HI8lf Min Automated Load Case W3: M WFRS-(Mm Dn) Dism'bned Imd; TOP OW Wu12 NUP RWe 1.99pf 1.S8 Min in Tap 61012 }M2 NN.m Ralx 775 pf 1`ZSZ Min Automated Load Case W4: C&C(Suction) Tn, OOB 6014 NUP Ruk 141671nf Id67pf Min Tp 6014 61012 NUp Rake T67p.f 14167pf Min Tap 61012 7-112 NUp Rn IK6Rf I9S6n1 Min BN 616n 7-112 NUp ROke 81.52 pf SLS'P akin 1) This truss has been designed in accordance with ASCE7-05,145 fflph, ExposureC 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. Enclosure Class: Enclosed, CC Zone Width 930 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane None Region. Load Combhla6On8 7 0.6DN W2 Leon=,e—p6pl _WJ 1.000"—""l Member Forces Summary _ T.Nc iad.. Monam..CSL."Afm¢. Bm.wnl.. A. ifdR. fun .auw face) GUSSETPLAM 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" ofthe end ofeach chord segment. Page 570 of 570 II SO�NN Constrain Engineering PROFFSIONNG�INDICSONLY FlEMUSS SHOWN OTHISSMME MINIMUM PUCADESIGCRRRFOR053(C-n THE LOADS. I COND S RCONS.ANDSPANSO£l lII