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Home My WebLink AboutENGINEERING (361-420)Cameron Engineering Truss: T31 Phone: 303 800 6750 JobNarni SORG KgBuild®System BTadscanlefon@Yahoo.cAm Daze: 09/26/10 13:44:55 KeyTluss6 System Cee6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-6-0 0/12 6 0-0-0 o-" 1 48 in 3073 HIS 4.6-9_ 0.6-9� 4-6-9 4]13__�___ 5-10-0 SAM _ _4_69_ 4-6-9 _ _ +_ 9-0-1 1&7.10 18.2-3 --- 22-10-0 —_ ___� 28-9-0 34-6-0 9-0-0 9-0-0 2-2d 2 3 4 5 6 126 7 8 l r2 414 413 45� 15 12 11 10 16 9 OA-0 q,.6 69 0.-9 4-E9 4-6-9 4-7-13 6-1 OA-0 5-10-0 6.10-0 469 1 1 1 18.2-3 1 22-160 9 1 28-8-0 346.0 Cirtla irdeale fe�a'avmninwek. Squ�e in4ma fmtaerosn in clmA. 'Fvalaen iMimes Je yen@rdB1060.5 (AISp! le�m9urelLmenldtle nrnd-c FucM1nlie i�drales lk �nmMrdfasremx rtgvrtd Wlvecmmim dates aremlletlm mllua Anwi�ndaQisnaryireM1 Ref loGemrWNdafaMkrdviewim AIlvvadeslevTmfsmviamlcWmedlelkl9%AISI3laifolimNCtlJFunmSlalBoipn Mairaainfaslcrtrslvcin&°'9'16•minMaiwnla<�ererNgmvpnatNl6'mnlvcsM1aMd atxl mreded CSI Deflection L/ (loc) Allowed TC: am0) TL 0.08 inW L/999 ITAI L/2W BC: Q5MHS) IL 0.fb in L/9A 04) L/YQ Weh ORS20-I6) H Marvin 5 ' TCCmi—l'Brstl BCPa1insP iM=48in Reactions Summary IT LC BC Br,Wid R.im IT BC M R. M G,rvU ill MUMWFRSU ill NI-C4CG ill M.0 i0 Max Hai. 16 Pin(WL) I 1 21n �IW 16 1 1.71916: A."IIs -2BK1%-2R161k -3,2m IM 11 HRdI ML) I 1 2in 1156511. 11 1 11451W -25AIf< -&mjb ARNU% 9 HRaHNQ 1 1 '2in 3811W 9 1 7111k -W IW-1.29)IW -I.MIN 16 Pin MIL) 2 1 2in 1.71911. II ARdiOWL) 2 1 2in 3.1451W 9 HRd1(WL) 2 1 2in 711 as 16 P1n(WL) 3 1 2in SHIN 16 Pin(WL) 3 1 2in -55lWH 11 HRdI(WL) 3 1 2in IATIk 9 HRdi NQ 3 1 2in 3W1M 16 Pln(WL) 4 1 2in LSm Ik 16 P1n(WL) 4 1 2in SIn" 11 HRd1(WL) 4 1 2in 26791lrt 9 HRdI(WL) 4 1 2in 9151W SCANNED BY St. Lucie County Page 361 of 570 A GENERA NOTES OFTH6 DRAWING PACKAGE SHAILBECONSIDEAED AS AN INMRALPARTOFTHIS COMPONFMDESIGNWCtIMINf. NMTHATTHE Cani Engineering PROMSIONALFNGRHAEIRS SEALINBICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ON THIS SHFEI MEEIS'IHE MMPIUM APPIICABIEDFSK)NCRITERJA MR 1753Ca c. THEIDADS. IDAONGCONDTITONS.TRUSSFIFN CONFIGURATONB.ANDSPANS LLSIFDONTIBS SHEET.. I��u+. CO n]W3 Cameron Engineering Truss: T31 .».wlwHa• � Phone: 303 80D 6750 ]obName: SORG KeyBuild®System Bradscameron@yahoo.GOm Date 09/26/10 13:44:55 KeyTmss® System Qo6.018 Version: 1.183 Page: 2of4 Report: Eng flat SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 34-" 0112 6 0-0.0 0-M 1 48 in 3073 lbs 16 Pm(Pm(Ww 5 1 2in sdift 16 Pin ow L) 5 1 tin d11MH II HRd1(WL) 5 I tin 1.91h 9 HRW1(WL) 5 tin 3551h 16 Pi,(WL) 6 I 11n -I,BAIh 16 Pin ML) 6 I 21n -1ONfl1 H II HRd1GVy 6 21n -2510Im 9 HRA] (WL) 6 1 tin -15014 16 P..(WL) 7 1 21n -llmj4 16 FiRML) 7 1 tin 4511hH ' II HRd (Wo 7 I tin -1.9L11a 9 HRdI(WL) 7 I tin 571h Page 362 of 570 AIL GENFAAI,NOTES OFTHIS DRAWING PACKAGE SHAIL BE CONSIDERED AS AN IMFGRAL PART OF MUS COMPONENT DESIGN DCLUI .HOBBS THATTHE Cam+lon Engineering PROFESSIONAL ENOPIEERS SEAL IUCATES ONLY THATTHE TRUES ASSEMBLY SHOWN ON THIS SHEET NIQUIS THE KNMUM APPIICABIE DESIGN CREEERJA FOR 179Coe C. THE TOADS. LOADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS MTED ON THIS SHEEP. Le, CM arco Cameron Engineering Truss: T31 nrtRral¢cuc ' Phone: 303 800 6750 JobName: SURG KeyBuitd®System Bradscameron@yahoo.com Date: 09/26/10 13:44:55 KeyTNss® System CDC 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-6-0 0/12 6 0-" 0-0-0 1 48 in 3073 lbs 16 Pm ) 8 1 2'. 16 Pin IWL) R 1 tin -3.3n IbH II HadIML) S tin -amt v "Rd OWL) 6 1 tin -1.2W lla Member Material CSI Bracing Max P T¢CM IS (IgI6L5i(91s1) Q6M Sh IW 2Q81N %N.L�158 NSIQLByVLki) 0.6fY'��'Skatlel"r""�""'"I.Ibllt¢� BMCM116 mslaameob:i) Q54 mi.— 3.9IIM W&[15 m¢s1bt59 (Dtil) D852..��Oa d 415 3�IQ-51 (50M) 0.8b OU NIYvm (U (-3,1'ISItr,) ltzl?�� 11'I51h. -e WeliR-f5 mbl@Sd (51.1si) O,R9 Uhrcd 3]btlbx� Web Y14 606= mko) am Urb -IM 1d Was( 3RSr6L3;(i3W1_— Q531�„�UISmd^^—I.S,i6,Ib7 W,b113 xasju.nwav am Url J1916s .16SIQ;,owISO QW „VLr a63 HiZ= Web412 36'5lam mbi) Q711 Unbsttl 1,36Ibs WeLs4_12' 36?316L31r9 k' IJi,tiarp�`� We66.12 (�162.N (50hi) Q'24 rbunl am U Wta -I.TMIh: W<D411 Hf61R Sd{5]fi'i) 0.$1 UrL'se1_ - 4,mjI Web7-II 36NJaNA33-1 i QBII UM.� 3.VAJk waNu - 362s16 QBsa�--- — Inib, web 610 wall 36516233N�U d125 UriEvicel 31511x W GRA ?651623i (llki�) 4G2�Ui� I.?Zlib� Loads Summary Load Case Lrl: Std Live Load D=bnad Loads Men Isaliml I im2 Diwlim Sl slwL d EJEud UbWi86 TT C. B. Cm Dam Py Zlpr IDRr �.m Py o1,<r Opr Win 48i^ Page 363 of 570 'ALL GENERAL NOTES OFTHIS DRAWNG PACKAGE SInII BE CONSIDERED AS AN WIEGRAL PART OF THLS COMPONENT DESIGN DOCU .. NOTE THAT THE CanleNn Engineering PROF651ONALFNCHNEENS SEAL INDICAT60NLYTHATTHETRUSS ASSEMBLY SHOWNONTHIS SHEEThffE1J THEhBJ0.fUMAPPLICABIP DESIGN CRITERIA FOR I7m CaF( THE LOADS. LOADWG CONDMONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS USIFD ON THIS SHEET. Lu .CO alma Cameron Engineering Truss: T31 a r..rtR.R l.auc Phone: 303 800 6750 m JobNae: SURG KeyBuild®System BradSealnemn@yahoo.com Daze: 09/26/10 13:44:55 KeyTmss® System Cce6.018 Version: 1.183 Page: 4 of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-6-0 0112 6 0-M 0-0-0 1 48 in 3073 Has Load Case DI: Sid Dead Load Dismbuled Loads Me 1¢uiml Iaalim2 D—im Steal Swnlml FNLW Tnb Widb TW C. Dpm Rake lopf 101 4ain B. Ca4 W.m Rn IOlel IOppf 48 in Automated Load Case WI: MWFRS-Left(Up) Distributed Inds Meter IsainI Im,im2 Dirtclim Somtl S I—d Im lmtl Tnbwidb TT Ron 1&2-3 NUp Rate 51.67,E 51.67y:f am TT 1&13 M4M) NUp Rah 31.Wpf PWpf 48in Automated Load Case W2: MWFRS-RighhUp) Distributed Inds Nkp L imi Lmiim2 Diiatim su-d Smn lord FNlmtl Thb Widh Tap 000 1&L3 NUp Rake Melpf 51.67pf min TT 1&13 MUM) NUp Ra 2402'f M02pf 19in Automated Load Case W3: MWFRS.(Max Dal Distributed (gads Meter 1—aiml 1emim2 Dirslim Spur SIW WW FN IUW Tib Widb Ty 1&23 31d) NUp Rah 204pf 204'f Q.. - Automated Load Case W4: C&C(Sualion) Distributed (gads M<rtly LwNi.I L¢41-2 Direnim Sma San lml FN Wd hib Wi&h TW 040 9-10 NUp Ruk W.Npf W.14pf 451n TT 9110 1&2-3 NUp Rake 0.14pf 09.14pf 49in TT )&13 ] 3 NUp Rake 11]J5pf 111]Spf 45in Tap M93 M-M) NUp Rake II].]Spf 11].)5pf Agin 1)This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C The building is Gable/Hip with Building Category IV (I = 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, 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 Russ is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations R Imd Cam Favor 1 DI 1.01) =1. 13 lit 3 Ott W3 OW 5 DI4a75W3 1.000 �6.'uaoI,W) a W2 Lan 06DI Member Fortes Summary Taae iafimta: Merm.,maCSL,ma a.iaif .(mu m,p. fi>re ifdRered fmn,pu acid fpcel WWI 1-2 aM 1AMR bs (4®Ib:l 34 am 200611n (-91416:) M a" I.W:h (4KAR) M Q517 48911, (<51to 13 Q19 LBEI (-LOMikI a5 0265 L5311� (-MIm)6] GISU ; BCM 410 am olh: 11.12 a465 2AS Ihv (-21311e) 1114 41% I.Ytl (.I= IS16 am 3.29u (aft) 1011 0.103 if01tr. Iml 12-13 a475 1.19JItr. (-3921h.1 1415 am 2co h 1351%) We I-16 U. Z�IM (-1.-Iel SN LLSH I.%51hs l<9916:1 S12 U9W tlL lh 1-2161h1 11U UI]SY 175lk. fU lk.) IIS 0.026-3.1>Slb 313 0.)M -3191k 612 0.R4-I.]d51b &10 0.125 3151k (Olh.) 115 am 1]bilti: (-1,6161h:1 L13 RIM 4531b, I- ft 611 am A701d (-24111h) &9 0..1 I.3D ft (BB IN) 214 am -1.&I lb; a12 a7a 1.215Id (-L1451h) }II IURI 3.261� (-snu) GUSSECPLAM Additional Nodm: The and ofevery chord segment shall be brad laterally perpendicularto the planeof the truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Indicates lateral bracing required perpendicularis the planeof the truss. A single symbol ofthis type indicates a mid-point.Two symbols ofthis type indicalebraces at thethind points. Thenumberin parenthesis is the largest courpressive force on the web. Page 364 of 570 ALL GENERAL NOTES OF ME DRAWING PACKAGE SHALL BE CONSB]ERED AS AN INTEGRAL PART OF MIS COMPONENT DESIGN DOCUKIENT. NOTE'IHATME Cameron Engincering PROFESSIONAL ENGINEERS SEAL WDICAM ONLY TNATTHEMUSS ASSEMBLY SHOWN ON THIS S1FEf NUMSTHE MomUM APPIJCARIE DESIGN CRnEUA FOR 1753 Cae Cam ME Ware, IDADWG CONOUTANS.]BUSS MFMBEN CONFlGURATIONS, AND SPANS LUnED ON THIS SHEET, Lv .CO 9ml Cameron Engineering Truss: T32 �uww Phone: 303 800 6750 ]obName: SURG KeyBuild@System Bmdscauleron@yahoo.Com Date: 09/26/10 13:44:56 KeyTnESQ System Cee 6.018 Version: 1.183 Page: 1 oF2 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-M 0-M 1 48 in 36851bs 5-6-2 5-6-10 MAO 56 10 5-6-2 —_ —_--11.........5-fi40 _— +_— _--2P-2-0 _—_ _�--_ — _�� 56-2 012 ]-10-i 16-]-6— 27-8-10 33-2-12 7-10d 7 2 3 4 5 6 iz �21 13 12 10 9 14 8 0-0-0 0.0.0 5.6.2 5-660 112 5 6-10 5-6-10 5-6-10 55-2 5-6-2 it 16]-6 22.2-0 2]-R-10 33-2-12 Cinldi`Unnh —rt inweb:. Sgmesiaimefsn—rmnincN . "Funertn"iNimtes lk maisdR105DS 1AIS11Imlerers rtqu Ja ae eNNlk ramie. FxM1ealie iMraeslk nmhrWfslertrs � Wive earn'limpala mullMae matt[ huwi� a pale is mfimi Refernn Gererul Nan fvf divrelan6wim Allvvatle skar pr fslercris WculalW prlk 19J6AISI Spmfratim fv CdJFmm151¢I Ddig. Muin&nfxnumrFlecinSb R'16' Ikn MnimvnfxalcmeQf r�mgnu NI6' nvn fvmcM1eleu d slat wa[ddfa CSI Deflection IJ (10c) Allowed W: gw(lH M,4231n LI9A D4) LIM BC:. DAtplin U:HIin LliM (34) Ll" Web D&Bfb14) Hm4mamin 1 BC Min Sin, 4in Reactions Summary 1T LC BC B Witl Rnaim JT Be M R. M;u GwU i6 Max MWFRSU iD MUC&CLallft MaxU is Maa Hmr. 14 Pin ML) 1 1 15 in 1_4Y 16, 14 1 2ma, -1636Im am 16: -3m li, 8 HRdl BVU 1 1 15 in 1.3A Ibs B I 165816, -16min amik; -1mfn 14 Pin(WU 2 1 ?Sin 16581b.. 8 HRdl ML) 2 1 151. 16$IW 14 Pin(WU 3 1 15 in Lo9f,, 8 HRdl(WTd 3 1 15 in 1.191Ee 14 Pin(WL) 4 1 15 in llbpn 8 HRd] (WU 4 1 15 in 23SI5. 14 Pin MQ 5 1 35 in 1.3AIM 8 HR41M 5 1 15 in 1.3AIk 14 Pin MW 6 I 15in -16151b: 8 HRd] (WL) 6 1 15 in -16Y@. 14 Pin(WL) 7 1 15 in -ZMA: 8 HRd1(WU 7 1 15 in -1636166 14 Pin Mw 8 1 15 in - mia,. 8 Hpull (WU 8 1 15 in -31H71h Member Material CSI Bracing Max P OpCM I-7 msaa Nooni1 am Slenm 4julln ly j(SWli) insand am - !fJxweai WIE1-144 U48r 3.MIlnnk 0.m llj((-1.401.Ih-1 -0.SiSki� ME14600w) Web P13 W6S162�Wb0 Unknini 0818 UrtrcN 4.]F91h: Web 112 3IS161<3133Leif BBl1 Urbsetl 115411s 62 SAR, CAi_M 61) We6it 3WSI6b uiArced D572 Urh M 1.?411M VJ-kail W11,5.10—""'�"36t5162? QSN U.-. 03 W) WrbS10 36]5162AiNbll 0.6H Urbazed 1541a.�_; 215a16 ,Wili610-�'&�1&fl_6Wiviil Web69 fOb 162�19Jbil am-42%In 4YW U6dB 4.24E It W&7$ 36S IQ(N kri0u d'pnnc.ULLid91)Gj!`^'�d49i1b� Web7S micSd( iniI am Urinx� 3.4I416. Loads Suulmary Load Cme Lrl: Sid Live Load D=-bUMdluads wnb Isaliml bind.2 Dimlim Sanw S.Laxt FN lmtl Tnb Widh 7m Cm Wm Ply 'ARP IDp:f 48in Bd Cm Dam Py Opf Opt 48in Load Case DI: Std Dead Load D=bFWd loads Meals Loaiml Imlim2. Hindi. S,e Stan lml EN lmtl Tnb Wish TW Cal Dnn R. 101af 101af 48in B. Cm Nnn Rdn 10'r 10p:f 48in Aolommed Load Case W l: MWFRS-Lefl(Up) Disnbumd loads M,m Lnniml Imim2 Di.im Snell Sw LW FN lmtl Tnb Wimb TT 004 E40 NUp R. 51.67 pf 51.67pf "in TW H60 3112 NUp Rah 5167 pf 51.61p:f Qin ABt tdL.CaseW2:MWFRs-Right(Up) Page 365 of 570 Dds M,M r ISaiml Lnnim2 Di—ti. Smd S'. WM End LnA 'nib Wimb TT H*u 5112 NUp T. 000 1.12 N11 R.9x 5L67pf 51.67pf RU 51. 5167 f 48in 48 in AIL GENERAL NOTES OF TM DRAWING PACKAGE SHALL BE CONSIDERED M AN IMFGRAL PART OF MISS COMPONENT DESIGN DOCUMENT. NOTE MIUF E Cameron Engineering PROFFSSIONALEN(ANEER5 SF INDICATES ONLYIHATTHETRJSS ASSEMBLY SHOWN ON THIS SHFETNEFo5 T1EMB41MUMAPPIJC)U3IE DESIGN CRITERM FOR imc—Con THE WADS. EOADING CONDFOON5. MUSS MEMBER CONFIGURATIONS. AND SPANS USIFD ON'MIS SHEEP. Lana. CO Bon Cameron Engineering Truss: T32 ..TW Phone: 303 800 6750 3obNa en SURG KeyBuild"stem Bradscameron0yahoo.com Due: 09/26/10 13:44:56 KeyTmsSO System: Coe 6.018 Version: 1.183 Page 2of2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-0-0 0-" 1 48in 368516s Automated Load Cme W3: MWFRS-(Max Dn) No Imds were defined for dis bad care. Automated Load Case W4: C&C(Sucnon) Distributed loads Mmht Laniml Imlim2 Di— Sw Slen Wd FN Im1 Tnb WAh no 000 4310 NUp Rate (9.14 yf &K,F QY in TW 4YI0 32-12 NUp Rak W.141sf 69I4p1' 48in 1) This tmss has been designed in accordance withASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category W (I= 1.15), Mean RoofHeight 37 ft, Overall Building Dinensions of93 ft x 102 ft, Enclosure a ass: Enclosed, CC Zone Width 930 ft. The left end vertical has not bean exposed to wind.The right end vertical has not been exposed to wind. This Huss ism End Zone Truss. This truss is not in a Humcane PlameRegion. Load Combinations I l CmN F tv I DI Lou Dr - L®'�f 3 DI, W3 Lam +Q75 W3=Q'IS III I:UD� '—�P 5 DI t.aD mRWI a6DH W2 1.0W �8—R6DIiW4 Iaoq -'^^'^'1 Member Forces Summary rust n5olm:M W.CSL a.. aim fa .wa ffdRoen aunm "al f�) MM 1.2 am 22sl He (-1.961d134 alb 4InN (-z9&IIa)53 non IW011s (26b IG) 2-3 a413 AVHI (am W1 5 aw 4.1AIh I-z9al &7 a" 12331b-L5961b1 ncM 89 n163 olk loll nYB a7dl lh: ILn n'AI -Zmlhe Y10 MA-xTldltn 11-12 !jS% aNn ld I214 aim olle web 1.14 man 3.W411e (-z6411e) 1D a® z1X lb (-Lxnlhl zl0 zl5il4 (-1.R31b) 7b a&0 awi lk (-z641b) ON I-13 Won 4A1Ih 3.11 a625 -R51m 6I0 ON-z]S)1h 2-13 am AD>alh (-z6Vlb) 411 a5R I= l�l lb,) 69 am Q2H Ib (-z6Dlh) b12 am -zTdl lb SII a6E -M h 7A a®I A491 the GUSSh7PLATES ' Addiflonal Notes: Theend of "cry chord segment shall be braced laterally perpendicular to the plane of the uuss. Laterd braces shall be installed within 6n of the end of each dlonl segment. Indicates lateral bracing required perpendicular to the plane of the Huss.A single symbol of this type indicates a rnkl-point.Two symbols of this type indicate bums a the third points. The number in parenthesis is the largest conpressivefoae on the web. Page 366 of 570 AILGFNFURMN0 OFUUS DRAWNUPACK GESIWIDEMNSDMMASANIMPGRALPARTOFTHIS COMPONFNI'DESIGNDGCUMFI4T. NO"an'slon Cameron Engineering PROFESSIONAL FNGtrassa SEAL INDICATES ONLY'IHATMEMUSS ASSEMBLY SHOWN ON'IHIS SI�T'MPPIS THEMINIMUM A UCAn1E DE81GNCRUENUA FUR lw3 Cam TireWMS,WMNGCOnMONS.TRUSSMENDERMNHGMAnONS.ANDSPANSM3 ONTRLSSHEEP. La met.Comal Cameron Engineering Truss: T33 .Q ,,,,, ,q Phone: 303 800 6750 JobName: SORG KeyBuila®systeln Bradsl:amemn@yahoo.com Date: 09/26/10 13:44:57 Keyrmss§ System C=6.018 Version: 1.183 Page: 1 of2 Report: Eng Plot SPAN PITCH QTY OHL OER PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-00 0-0-0 1 48in 4102lbs 1--- 548.2 54i-10 5-fi-10 —i —+- — 5-6 to r-- 5-6-10 56.2 1 5-8-2 9-G1 11-0-12 1fi- - ] 6 2-12-0 21-B-1-6-10 33.2-12 1 9.6.1 2 3 4 5 8 7 14 13 12 11 10 9 8 0-0-0 55-46'r22 5a10 54i-10 32 0.0 5-0 71-22-2-0 2,iu 216&0 ' cv<1a i�5ma fa<�dcmninwe. sgm�w®<6uNacmnindm�. •Fss�ovi i�dmu w<�.med4fnosDs frill ca��a�wuas mlalk nm6c. E,a,.amimmin ne�u�bJlamvsntimi w1o<m.mimpgc neaimm mllR da�.im vpde iv rtgvm6 R<fva� INan fa fu0ctlmifiolim Mmmatlealvrpcfalecis cJoianllc Ne lR'6ALSI sIaSf®imfuCddlvnvtl Stvl DcipL MaiiuinfaivcspeiMm gl6'mn Mimiinlmlwe�na©na 9'16•I�Bn facvi�Ym1 etN anmei Csi Deflection U Doc) Allowed TC: n6BB-A mazin LIM (31) LIM BC: R628(12-13) U Amin LIM 114) L/Ye W<4 QS%H-IA HmnMamin 1 7CCwin IYB BCP fti Spuds,-Qin I Reactions 8 HRd] (WU I I 15in 1.391e 14 Pin(WU 2 1 15 in 26581E 8 HEnd M) 2 I 15 in 265iIk 14 PinfWU 3 1 Isin IM,IE e HRJIIWO 3 I AS IA Ln1 14 Pin(WL) 4 15 in 2ffi Id B HMIML) 4 1 15 in IMN 14 RnIWL) 5 1 15in IMN 8 HRdl(WU 5 1 15 in 1.3NId 14 PinfWU 6 1 "in -2R'6Id 8 HRd1(WU 6 1 15in -Zfivij: 14 Pi= 7 1 35in -26161� 8 HRd11WU 7 1 151, -26)61k 14 Pin(WL) 8 1 15in J.A71E 8 HRnH ML) 8 1 151n -1Mfta Loads Summary Load use LTI: Std Live Load Dimm'bmd leads Memly Uvliml Imim2 Diddim Svmd Stm L-1 EnJ Uv6 hibWid6 TT Cm fM.vn Noj IDpf W,f Min Bu Cm Dam prT Op:f 0@f al. Load Case DI: Sid Dead Load D=ibuted I..& M<n!c 1¢aiml Im�im2 Urstim Svoi SW lml Edl Tnb WiM TV Cm Dwm Ra IBpf IDRf 48in Ed Cm Dam Rao lopf ID,f min Autornued Load Case WI: M WFRS-Left(UP) Diodburd Imds Mmfn Inaiml 1—im2 Dimvm S, tl S. fmi Fid lm6 TnbwiM TT OW 1860 Nap RNe 51.0Rf 5I67p1' ain TT 1860 31242 NUP Rv si.G,r 5lw,d 48in Autorniued Load Case W2: M WFRS-Right(UP) Page 367 of 570 IIAIL GENERAL NOMS OF THIS DRAWING PACKAGE SHALL BE CONSIDERED ASM' INIPGRAL PART OF THIS COIYIDDNFNT DESIGN WCUh .. NOTE MATME I Cameron Engineering PROFESSIONAL ENGINEERS SEU.P'DICAT60NLYTHATTHETFIH RUSS MSBLY SHOWN ON THIS SHEET MMI EE1S MENINUM APPUCADIEDENGN CRRERIA FOR 00C.CM ME LOADS. WG NG COMMONS.7RUSS NIOdBER CONFIGURATIONS. AND SPANS LISTED ON MIS SHEET. 1� CO Rate � Cameron Engineering Truss: T33 6 v-_ rat � ,,. - Phone: 303 800 6750 3obN. SORG KeyBuildgSystem Bradscan=on@yaho0.com Daze 09/26/10 13:44:57 KeyTmssO System Cee 6.018 Version: 1.183 Page: 2of2 Report: Erg Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-0-0 0-0-0 1 48 in 410.2lbs Automated Load Case W3: M WPRS{Max Dn) No lmds were defined for this lead ease. Automated Load Case W4: G&C(Suction) Dialbured Inds wrn LwI.1 t .2 Diswd sun WJ Fb true Tnbwieb Tat ono %1Iu NuP ROLe (B,IC p:f 691u,f Q9in TV 4N0 313.12 NUP RNt 69.19pf 19.14pf am 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 RQofHeight 37 ft.Overdll 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 and vertical has not been "posed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Rene Region. Load Combinalions 1w TvNe i"=M: mu D. mw est mu wd fort. Inarm . fva udnoen ftuu�aal foal 1-13 Q989 4.3tl 16. I}II QRI -7221h I610 ant -2593Ih 213 QM =t 1-19J11A1 +II Qso I.3S51h (b U.) 69 am 4= 2-12 Q731-2'H114 611 QRI -Mft }9 am 4 IN GUSSETPLAM Additional Notes: The end ofevery chord segmmnt shall bebrmrd laterally perpendialarto the planeofthe truss. Lateral brass shall be installed within 6" oftheid ofeach chord segment. Indicates lateral bracing required papadialmto the plane ofthe truss. A single symbol ofthis type indicates a mid -point Two symbols ofthis type indicate braces a the third points. Thenumber in parenthesis is the largest impressive force on theweb. Page 368 of 570 II PROFSIOONALFNGP'PfltSSFALPDCAMONLYTHATTiE31tMSMSF LYSHMNONTnSHEEThn£TSTHEMNM10 PMARBDFSION CCRrIFR MRI L1763 cc. Engineering II TH wms.IDAONGCONnmONS.MMSMP MCONPIGNtATONS,ANDSPANSMMONTHISS11EPI. Cameron Engineering Truss: T34 P- Phone: 303 800 6750 7obName: SURG KeyHuild®System BradSCanl0r0n6-byahoo.com Daze: 09/26/10 13:44:58 KeyTmssg System Cie 6.018 Version: 1.183 Page loft Report: Eag Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-0-0 0-M 1 48 in 397.716s 56-10 _ —�._--_ 1 —i 56-10 5-6-10 -F----, _—� 5-6-10 5-6-2 _— i 5-6-2. 11-0-12 16-7-62—. 20 2]-R-1p 33-2-12 40-0 9-0-0 7 2 3 4 5 6 IP A �/ j 612 `1a1 13 10n 9 14 0-0-0 5-- 54i-10 0-0-0 5-6-2 5-fi-2 1L0.12 22-2-0 1fi-]-6 22-2-0 7-5-1 2]-6.10 33-2-12 Cirelu iNlrre favrerermnin web:. Sgn�a ip6mle('IPerNaa in dmd..•FUleren'irtimia lle mmBvdMIO5D5(ALSp aa5lenm regiredel ae eNdlk �remhr. EacM1 vdre i9BmRS lk nmkrdfulerers re4ire6 Wkre cmmimplma artmlltlmmd6e dawim.ap'ure is mµM Refvlo Ge�ml Naa fm6mkrclnnnwim Allmvade sMar lvfulereris talalaedlal1e 1416A131 Sps�fcuimfm CddFmmi Stal Oaipe Mvirvvin favlererspai�gu 9116•Srvrt Mvidunfssiereredg no�Dnu A'16'ianfveachsM1zld suxl canenM CSI Deflection L/ (lac) Allowed rc: Rol(6n t avin L19n U-4) LI= BC; U881(Ibi3) I amin L/99l t141 L/3R1 W& a925 jM1 Hve 314Win 1 7CC9ain44v1Y1UaW BCR,U.S'i'-Mn Reactions Summary 1T T PO BC BirWid Rey..im 1T BC Slim Rare) M Gnwu in M Mwmsu in MexC�U in MVVU in MacHm. 14 Pin(WLI 1 1 35 in 1,3AIk !Zt 14 I 265tl 1d -26b lle -s'nP b: -3wl la 8 HRan OWL) 1 1 15 in 8 1 26531b, -2,6b1w -3'72 -3,'Allbr N Pin(WL) 2 1 15 in Zoe Is, 8 HRon(WL) 2 1 as in 26691k 14 Pin ML) 3 1 &Sin 1,3291k 8 HR61 MO 3 1 15 in I.3EI15 14 Pin(WL) 4 1 15 in UMIk 8 HRd, (WL) 4 1 15in 2156:1, in I,3A IFe 14 Pin OWL) 5 1 3. in 8 HRdl MQ 5 1 15 in 1,39 1h. 14 Pin(WL) 6 1 3.5 in -2@61k B HRd1 ML) 6 1 15 in-2656Ik 14 Pln(WL) 7 1 15 in-261611n 8 HRnW1.) 7 1 15in -2635M' N Pin(WL) 8 1 15 in -3.M1 8 HRM ML) 8 1 15 in-3.7711W Member Material CSI Bracing Max P TaWaM I-] MS16f8`A) U61 11FM=e Sja_BllsI o nat-_lnn = mid- Webl-14 wa;16M(ri) 1761 UdrsN Im lb, We6IJ3 1"('0 6skigngYWyiu am� -0i.r1W54'] Wlb2-13 auslon0ii) am Unsvnd 0.YIe Wa112 RUS 1 aHln41s ;614j0 Web112 seste enln) R6nUdsed 21131% 2-03iviiii) Witt.Il UnS¢eA _ Webill 36]51623i 133hi) Suss 0.766 UNstl Q7U5 I,�Ik .1011v We6511 36SI615100i it Web S10 L`04i) (JUM uni 0.6Si Urb�cN 211J I1a vssviS54 Wd;6 a6plapie =Ore Sflimc(gj-2,61d1y7 -2mift',_,�j ee.i1 W<669 (03162911v1oi1 am 0.715 UMeN 0.361tr. W,1,7a- 492F'-'"'m.(I)_(-0,iSf lfs). i,wft mloi'700bi WeL7A rDE 162M 1911ai) 4MI UrbacM 3,%IIIa Loads Summary Load Case LrI: Sid Live Load DiesibuiedLeads Meals tonviml I Iim2 Direclim Spotl S.I.-I End Ltl Tib WidN Tap Cm pam Rq 31pf 20 EI 48in Bu C94 Darvn pm 0'f Opsf Min Load Case DI: Sid Dead Load Distributed Inds mnrt L¢aiml Iaaim2 Diiutim SMA SIN tax! Ed WW T%Widh TT Cm Dam Rake 10pf IOlsf Min Ba Cm Wm ROV, 10,f In Pd min Automated Load Case WI: MWFRS-Lefl(Up) Dismbeb;d Lords Wn ImimlEcuim2 Dim.im SOW SIM IaW Endue Tib Widb Ap 0(k)UkA, NUp Ral 51.67Nf 51.67tef Min Tap 186a 312-12 NUp Rile 5L67pf 5L67fef ah Autoinned Load Case W2: MWFRS-Right(Up) D;tri,„„ed,aa,B Page 369 of 570 Meng Irtaliml I im2 Direclim Sri Sunlmd Etllmd T.b Widh Tap 10.412 31AI2 NUp Rate 51.67pf 51.0Ef 48in T r51H1 1.12 NU Rul: 1.67 51f Min ALL GENERAL HUMS OF THIS DRAWING PACKAGE SH BE CONSIDERED AS AN INTEGRAL PART OF INS COMPONENT DESIGN DOCUMENT. NOTE THAT THE Ca4emn Engineering PROFESSIONAL FNGINF➢tS SPALWDICATFS ONLYTHAT'RIE'TRUSS ASSEMBLY SHOWN ON THIS SHEETFff£IS IHEMINFOUM APPUC.k E DFSRiN CRUERU1 FOR Op C—C. THEMADS. WADING COMMONS, TRUSS MFMBFR CONFIGURATIONS. AND SPANS MM ONaRS SHEET. LmgVua, CO Raw Cameron Engineering Truss: 734 a - e.rnystcm Phone: 303 800 6750 dobNar e: SURG KeyKeyTm System Bmdscan>eron�yahoo.com Date: 09/26/10 13:44:58 KeyTmss® System Cxe 6.018 Version: 1.183 Page: 2 of2 Report: Eng Plot SPAN PfrCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 2 0-0-0 0-M I 48 in 397.7lbs Automated Load Case W3: M W HZS-(Max Dn) No lao& were defined for dis load case. Automated Load Case W4: C&C(Suction) Ty Yale AbR NUp Ri 0.14Rf W.141sf ®in 1) This truss has been designed in acmNancewith ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left and vertical has not been exposed to wind. The right and vertical has not been exposed to wind. This truss is an End ZoneTuss. This muss is not in a Hmticane PmneRegion. Load Combinations GUSSECPLAM Additional Notes: The and ofevery chord segment shall bebraced faunally perpendicularto the planeof thetruss. Lateral braces shall be installed within 6" of theend ofeach chord segment. 19 Indicates lateral bracing required peryendicularto theplane of the tmss.A single symbol of this type indicates a mid -point. Two symbols of this type indicate braces at the third points.The numberin parenthesis is the largest compressive force on the web. . Page 370 of 570 II'NE�ausNr 043 f OAP CA SOMY T`cunAUSS ASMvspwsuslmoNlN6s TNUEETi S'��Uasm nRvpmuccnB�sSlan CRUERLA MR t17 tcECC. ng Cameron Engineering Truss: T35 a vt� Phone: 303 800 6750 Iobxane: SURG KeyyrSystem Bladscarneron@yahoo.com Daze: 09/26/10 13:44:59 Ke}7'ssQD Kem System Gee 6.018 Version: 1.183 Page: 1 of2 1 Report: Eng Plot SPAN PITCH QTY OW. OHR PLYS SPACING WGT/PLY 33-7-0 0112 3 0-" 0-0-0 1 48 in 399.6 His 5-7-3 5-7-3 --- —~— -- — — --- 67-3 _9-7-3 - — - T--� 5-1-3 5.7.3 &7-3 11-2-5 9-0-0 16.48 224-11 27-11-13 33-)-D 1 7 2 3 4 5 6 412 a114 13 1Zvi 14 0-0-0 O-D-0 5.7 3 5.7-3 5-]-3 5-]-3 5-]-3 6-7.3 11-2.5 16.9-8 22-0d1 27-11-13 33.7.0 Cin'Ics i�caN fsslger AinxsFe. Sgvm iMiw4 fuloermnintlodt. 'Formers i�amalh �uderd/In5D5 (ALSO Bsslv[rs rtgirtGv aeeNdlh nmiv. EssM16a1¢irt8a¢Ih nvrhr vff Iems mPiM Wlvecuveclim lfata vrt Nleim mlks daad�vNale is mpml Refuly GverW Nua fvrWvdanfieYim NlvvvNe ekmprfslemii edcWYMly Ile 19MA1SI51mfimimfu ('tlSFvn 151s1 dip Mailfdnfatrmspn�u9'16"mrt Mv'Rain Lsslema¢nn®na1 NI6'mnfinesiiehdd nvJ areweLL CSI Deflection U (loc) Allowed TC: 160(6Tl MMMin LIM (3-0) LIM BC: awl(410) ILalin LISPS (3<) LIM Wdi a9K(I-U) HveT Ctw n I Tcco o4innly;r—1 Bc Pmins,imu-nin Reactions Summary JTTYPi,LC Be B Wid R.im 1T BC M Rm M a,-U ift Maxmmsu in Madcscu ifl M U in Mva Hari. P, Pin(WL) I 1 2in 1,391b 14 I z18r16. -zfb114 -18S Ih -181814 8 HRtl"L) I 1 2in 1313Ih 8 1 2W ih -z(btlh-3W916v -38W Ih 14 Nn(WU 2 1 2in 268IIFe 8 HRdI WL) 2 1 2in 260 b: 14Nn(WL) 3 1 2in 13n Ih 8 HRd1 MW 3 1 2in 1..Mlld 14 Pin(Wo 4 1 2in 235116. 8 H Rnfl OVQ 4 1 2in z3n 1t 14 Pin(WL) 5 1 2in LXtlh. 8 HSol (WL) 5 1 2in lmftm 14 PinmL) 6 1 2in -L&Ib 8 HRd] ( L) 6 1 2in -z651@: 14 Pin(WU 7 1 2in -2f64ft 8 HR's ML) 7 1 2in -zrb114 14 Nn(WU 8 1 2iv a m1h 8 HRd] MW 8 1 2in -3.8HItr. Member Material CSI Bracing Max P TTCWII aw Sba 60an PWkli OINR) (1(5J4i em Wml-i4 aasiow) 417N Unl—d 4JOS W62-0 3msism,el am �mTS4mmT1W Wmau f�16a5jeO Uni a'i4z udem a2nlh 362SI62N'LO,b-� I a7m_ad7r-iUt-zas.!a)—'--41771h Webaa 36sliasi(vbu Wi,bX2 av4 udaaal 2 -wie,}ll 3m5r6z it Ol6i) am uidn—i ]311� ni7 wd,x11 36a16i.3+wbn am uno-m l ladle was�r-�-----^36a162�(vll�� n>ie�G - 7eala� W46sio nx162 Wk9i) a6r umrcm 11n16: W6,6 =5fsl(mwll 4TD.. �Oivafd®C (DYz61511%1�-l�z6ssJm�� wc669 dM162-4ICOW) a742 UN 4.2WId Wdn7Q 3628162WOObi) (ILLY Ib} arl Web73 (�Im911Dbi) un 1 and Urtr 1 4.m514 Aw6a, Loads Summary Load Case Lrl: Std Live Load Diaidded LW& Mender lualiml UnOtim2 Di.im SP Slan lml 1W Lord Tdb Widb T", C. rbm Nq AP.f mp:r 48m B. Cm Dvvn PmJ op:r Dmr 48in Load Case III: Std Dead Load Disnbuled InedS Abdo L iml 1mim2 Dimim Svoi Swlmi Etllml lFbWiM Tap cm Rae 10'r Io1.r din Be Coe Dvw Ran 10p:f lop;r 4sb Automated Load (Ise WI: MY/FRS-Left(UP) Dimibuted IazdS MertB 1®timl Imlim2 D..*. Slaratl S.Lnnd End lml TdbWi6M1 Tap an0 1B NUp Rah 51.67,f 51.67,f 48in Tap 1860 3Wn NUp Rah SL67Rf 5I.6IRf 48b Automated Load Case W2:MWFRSRightNP) Page 371 of 570 Mend- Lmliml I im2 Di.im Snell Sunlad Evil 1 Tdb Wi6h TW ISID 33W NUp Ruh 51.67pi 51.67pf 4Sin T IS , U R,J LM r 61 f 48in ALLGENPRALNOT60FTHISDRAWP'GPACMGESH BECONSmMMM AN PHFC PARTOF7 COMPoNF2lrD61GND]CU ..Nl71ETHATTHE Canemn Engineering PROMSIONALENGINTERS SIN.WO)CAT60NLYTHATTHETRUSSMSFMBLY SHOWN ON THIS SH]=MF1nS THEMNnAUM APPUKAD1EDPSiGN CROUFUAFUR 1MCweCM THE LOADS. LOADING CONDITIONS. TRUSS NtrT®EA CONFIGVRAl10NS. AND SPANS LLCITD ON MIS SHEET lvpva CO q® Cameron Engineering Truss: T35 - &ANT-" - Phone: 303 800 6750 7olaNam;: SURG KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:44:59 KeyTmss& System Gee 6.018 Version: LI83 Page: 2 of 2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-7.0 0/12 3 0." 0-" 1 48 in 399.616s Automated Load Case W3: MWFRS-(Max Dn) No loads were defused far this load case. Automated Load Case W4: C&C(Suctiun) D,mbinad Ina& lm I.wlmI L©IIm2 DI rlm Sr —I Sam l®e Fun tune Tnbwiah IT nQ0 %F10 NUP R. W.14pf (914tcf 4Nin Try 9}IO 3}]O NUP Fdt 0UH ,f 69141nf "in 1) This tunas has been designed in aceordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category N (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft Is 102 ft, Enclosure Class: Enclosed, CCZone Width 9.30 ft.Theleft and vertical has not been exposed to Wind. The right end vertical has not been exposed to wind. This Huss is an End Zone Truss. This truss is not in a Hunicane Prone Region. Load Combinations I IrenCmN Fxur I DI LUD �' -DEG lat4'_'_.` =1 3 m+W3 in 5 DI+Q]S W3 I.OA 7 Q6M+W2 LW3 =' n6Df�W L H:7:: -i Member Forocs Summary an im�: jdsn vm.n—CSL n—a.imr . faun ifdlrn 6un� NaW mml WU 1-2 0.69 2008Ira (-IA21 IbOj 34 am 3.051In (-2slrlh) m am 331611m (-231911e) ` 2-3 am 3.3161s-23191m 45 am 36451m (-2685Ih)67 aw arm It, flA211m1 BCN Ulu Od 3 a -zmilm IO112Q4416 Ixv -In Ik 910 0.314 0.W1 ZHlm WOW 1-14 QVI 0.0IDIm (-4W11m) }12 Q691 21TI IT ph16111a) SIO 0.6W 2191m (-I.IBIIm) Ts QVt `Ursa Ib: ($641Im) 1-13 a 4402Ira 311 0.]I4 -]441m 610 am -2635 an 2-13 0]4] 0.2HIm (-26161m) 111 am I.QQ Ira (LRIh) 69 0.742 4.2AIm (-26161m) 312 am-263516. SII 0.]14-'1991m 79 0.W ACV Ira GUSSSTPLATES Additional Notes: The end ofevery chord segment shall be braced laterally perpendicularto the planeof the Inks. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Indicates lateral bracing required perpendicularto the plamof the truss. A single symbol ofthis type indicates amid-point.Two symbols ofthis type indicatebraces a the third points.The numberin parenthesis is the largest Compressive force on the web. Page 372 of 570 ALL GENERAL NOTES OF MIS DRAWING PACI(AGE SHALL BE CONSIDERED AS AN INHGRAL PART OF MIS CONAONFNT DESIGN DOCUAIENTNT. NOTE MAT THE Canlamn Englneeting PROFESSIONAL ENGMFflt'S SEAL INDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN ON MIS SHEM sitars DIE NUMILINI APPIICABIE DESIGN CIUMMA FOR im Care C. THEIAADS. LOADING COMMONS. TRUSS AffAmFR CONHGURAMONS. AND SPANS LLSTED ON I'm S . Lv . CO WND Cameron Engineering T36 a Phone: 303 800 6750 SURG KeyBuild®System Bradscamemn@yahoo.lnmKeyTmss® LTru 09/26/10 13:45:00 Cm 6.018 Vasion: 1.183 I oft Eng Plot SPAN P= QTY OHL OHR PLYS SPACING WGT/PLY 33-7-0 0/12 1 0-" 0-0-0 1 48 in 513.9lbs 53 5 5-3-5 — 5-3-5 T-0-0 S4-B 5JA 53-5 10£41 ~- 15-1T--0� 22-t0-0 2&2R _ 33-7-0 9 0-0 g 0 0 7 2 3 4 5 6 vz /� 47 a8 13 12 11 10 9 14 0-0-0 0-0-0 S}5 53-5 S}5 ]-0.0 53-B 53E S}5 10-611 1 1510.0 u-10_0 2&2-B 3}7-0 Cirtla iNene famvmnnxeba. Sgrvc.iNeus fasluaNa4 innlOd:.'Faclemi'ilafml6 UelaIbR0105D5(ASlfamax regimluveudRee mnia. Eafi vdm 6dm�Re ludcm0avim 5�nmc*in dlnlcaal a ijux Qaxilg a px is mµmt R<fvlvC mal Noa foanhrclmiGaim Albrutleelepcfamcis dNueipc Rs 1996A61 Spdfmtimlaetl6Fanvl SlcJ 6sipc Minnivfmlvma)nimazglB arin M6Miv falma.dg Imputl 9'16' Inv fu eshsbm Q W WIT unl aavmei CSI Deflection L (100 Allowed W: R6SI(45) T QRHn USSR 0-1) L/2D BC : awl OR) W R141. L/9A (4B 1-/300 Wen (IM0.10) Hmeil:Bllin I m coon mnly Br W BCMin Sfvci,y Min Reactions Summary 5T T W BC BrnWid R.alim IT BC Ma. Rot btmcm.0 in M MWFRSU in M C&Cuplift Maeu in M..Hm. 14 Pm(WQ I I 2m 1.3D Ia 14 zw:N -zw41b am ln: amnlla 8 H RanBYL) 1 1 tin 1 W In 8 I 2f8/ IFe -2(611Fe am h am In 14 Nn OWL) 2 1 tin 2W, 8 HRdl(WL) 2 1 tin z(Hlld 14 Ru(WI) 3 1 tin lmU 8 MRtlI(WL) 3 1 tin I.MJIh 14 Pin OWL) 4 1 tin 235111a 8 HRAH (WL) 4 1 tin z5511h 14 Pin OWL) 5 I Sin 1.3G1W 8 MRdIML) 5 1 tin I}f114 14 Pin=) 6 1 tin awftn 8 MRdIML) 6 1 tin -z6H In 14 F.2 7 1 tin -zWIn 8 HRdI(Wq 7 1 tin -z6X In 14 Nn(WL) 8 1 tin amRn e HRNI ML) 8 1 2in am In Member MatcrW CSI Bracing Max P T,CW 1.7 ms1W.&;(TwH Ban Sleatlm 3.4851n Ba Cad 8:I4 moCAPI6Z9ZO3A) a _7;in.4c -3,"485,Ifa= W.b 114 Itl6162M L`R 4ci1 am U3'1 4.0EI In Wid):3 36SI61f8.{93Ei1} R9D=OigJjlm .(p73.41i)n� 4,SISIn� W.b A13 6RS16L41(.0W) awl Ur 0.3(Hn Weti312]QE)6iI54Wti'S M7 00,vpaz(0_I_2ffLN -z4116—= Web}I2 362SI6b5 VDW) am Ur 20L1Na Wi'S11I 36S165T5.ffllii)_ R6D�U�tra`ed ,R6ln� Wcb611 NUS1623lw WO R4 UIb N 1.1441n WitiS10 3R)635i ODtii LL6)2 Ui4al ;MZ= wcb61B 362!162 01`lB R9P (Nd0x(n(a3IDIn1 a'ann W i60--D H;]M-MQ Re;9--V m 15561n� wm7x xsl6uecvinu Rsm way>r n)(cv31n) iSiln Wdi7� �i67A7 (SOhB_ -- - - 0`rsS�.Uihad 3,921n� Loads Summary Load Case Lrl: Std Live Load Dimlbaed L-11 Mcnl Imaiml luanm2 D—im smal Slw lml E!lm1 Tnb WiM PIE C. DnlI M M,f M,f ain Ba Cm Dsm P4 OPf O,f min Load Case DI: Std Dead Load Mmhr 1®Iim1 1®lim2 Dimrim Spetl Swnlmd FN Wd Tib Wieh Tay C. W.vn Rnk 10µr IRpr 48in Ba Cm Daw Rat 105cf 10 p.f 48in Automated Load Case WI: MWFRS-IzR(Up) Dabll lLta& 14ulbn t inn 1mtim2 Dinaim Sn Sun lmd EI T1w10M1 TM UOR H40 HUE Rat 51.67,f 5L67p;f 44in TT 1860 3370 NUP RU 51.67Rf 51.0,f ain Automaed Load Case W2: M WFRS-Right(Up) Diariblrted laa& Page 373 of 570 Mmim Mend Iaaiml 1®lim2 Di sn.al Slw lm] Etl Wtl Tnb With Tay IM.0 3 m NUP Rvt 51.67 fcf 5167,1' "in Tay WISIa NUP Rvt 51.67 p:f 51G,f 48in ALL GFI4FRALNOTFS OF DIRS DRAWING PACKAGE SI BE CONSIDERED AS AN INViG AL PART OF THIS COeBgNFHi DESIGN DOCUA6Nr. NOTE TIATTHE Caneran Engincedng PROFESSIONAL ENGINEERS SPAL INDI:AT60NLY DNTTHE WUSS ASSEMBLY SHOWN ON THIS SHEET mME THE MINIMUM APPUCABM DESGN CIMERIA FUR 17D C. Can THE LOADS. LOADING COMMONS. TRUSS hffMBER CONFIGURATIONS. AND SPANS LL TED ON'IHIS SH ET. lawn CD Sam S Y Cameron Engineering Truss: T36 8 f' uy �� Phone: 303 800 6750 3obNmc: BURG KeyKcyT. System Bradscameron@yahoo.com Date: 09/26/10 13:45:00 KeyTruss® - Systerru Ca6.018 Version: 1.183 Page 2of2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WG17PLY 33-7-0 0/12 1 0-0-0 0-M 1 48 in 513.9lbs Autouated Load Case W3: M WIFRS-(Man Dn) No load Were defined for This load case. Automated Load Case W4: C&C(Suction) DimibuRdLoad, Mnrhr Imiml Wtim3 Dirtctim S,rt SNat BdI Tnb Widh Tap 000 4310 NUp Rine 014'r 09.141af atin TT 9110 3174 NUP Rite W.Hfef /N14p:f Alin I) This truss has been designed in accordance with ASCE7-05,145 niph, Exposure C. The building is Gable/Hip with Building Category W 0= 1.15),Mean Roof Height 37 ft,Ovemll Building Dimensions of93 it x 102 B,EnclosureQass: EBdosed,CCZone Width 9.30 fl.The left and vertical has not been exposed to wind.The right and vertical has not been exposed to Wind. This truss ism End ZoneTruss.This Huss is not in a Hurricane PmneRegion. Goad Combinations Member Forces Summary T.91 ind..:r ID. Nm. CS1— who fm<.R= lf&7 .fins .lARdr 1 Kilt 11-3 n5R 1.9EI1d f-ImlEalsa aw 3.4851ft awl 148516 EL4111dd GUSSET' PLATES Additional Nate: The and ofevery chord segment shall balanced laterally perpendicularto theplaneofthe truss. Lateral truces shall beinstalled within 6" oftheend ofeach chord segment. Indicates lateral bracing required perpendicularto theplane ofthe truss. A singlesymbol of this type indicates amid-point.Two symbols ofthis typeindic to braces at the third points. Thenumbarin parenthesis is the largest mmpreesive force on theweb. Page 374 of 570 A GENEAALNOTES OFTHtS DRAWING PACKAGESHAD.BECONSIDERED AS AN IN RALPARTOFTIES COfMNEVrD0lGNDOCUluENT, NOTEMATTHE Call%n Engineering PROFESSIONAL ENGIN EERS SEALIDICATe ONLYTHAT1HE MUSS ASSEMBLYTH SHOWN ON TIES SHERTNEETS E FIDJINM APPIICAME DESIGNCRHTF FOR IMC.Cao THEMADS. WADING CONDBOONS. TRUSS hffMBEA CONFIGURATIONS. ANDSPANS US U)ON THIS SHEEP. Iu®Nol CO affif Cameron Engineering Truss: T37 Phone: 303 800 6750 JobNanc StmG Keylluild®System Btadscamaon@yahoo.com Date 09/26/10 13:45:01 KeJ?mss® System Cbe6.018 Version: 1.183 Page 1 of2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-5-6 0112 1 0-M 0-M 1 48 in 398.9lbs -___ _ 5-6-14 56A4 _ 5-6-14 { 5-6-14 5-644 5-6-14 11-1-13 16.8-11 223 2]-10-8 ~-- 33.541 -- 9-0-0 99 -1F0 7 2 3 4 5 6 412 4114 a8 13 104 9 14 o-u-0 56-14 S 14 56-14 5 14 56-14 5-6-14 56-14 11-1-13 16-8-11 22-3-9 27-11M 33.5E eirtlninon"bianmt4ifdw iNNe NennivdllOSOS(A60 falvrn rtgvrtdsuernldee �Ic.F Nennlcdfalvm m<mimpuame Wledmmnia Nir3g1<faseemnin.Nd.'Fslavi Naidaii�dme Unin Ll baxi�yoplL<u rtgv� Rdvlo Gvc.J Nen h6nkrtlm6mim pllavetle sFerly falverisdNvelp Ih 196AL51Spd6®imfmCddFand Slal wigs Milntin faayspn�gd Y16-mrt ALtinainfalaetek nvgnat 9.16'mnfverb shad sal mvm 4 CSI Deflection Il 000 Allowed w (FW(67) 'R aD in L/9A (SH L/2A Bc: Q89g410) ILaIin L/9A (M) I.W weh Q9}9a1 .—T awin I TCcmiw lyam BC Min Spe,-Mi. Reactions Summary IF w Bc R Wid R—im IT BC Ma R. MnOrvvU in MaMwFasu in Mncesu in Mau in M.0 Had. 14 Pin(WLI 1 1 tin 1181b• 14 26761bc -26b I,-J.tlIIlk -1wil: 8 HRd11WL) I 1 3in 1.3181d 8 I 2M In -26W Id 'M -38II 1b< 14 Pin IWO 2 I tin 26MId 8 HRdl IWO 2 1 tin 26%In 14 Pin IWO 3 1 tin IXSft B MR dI(WO 3 1 tin IiHld 14 Pln(WL) 4 1 2in V41 IN 8 HRdI IWO 4 1 2in 2M1 Re 14 I"(WL) 5 1 2in 13HIS 8 HRd1IWL) 5 1 2in 138Id 14 NneNQ 6 1 2in -26414 8 IF Rd) IWO 6 1 2in -26541h 14 P,.Mw ] 1 2in -2MUte 8 HRd] IWO ] 1 2in -26XIts 14 Pin(WQ 8 1 2in -382216: 8 HRdI WO 8 1 2in d102ft Member Material CSI Bracing Max P TWCM 1.7 Qrs=W) a6T/ S'knk 9dc51 (5090 RW471,nn4 a16fs51ll1Ib � wml-14 m64(9W a6mm1 4alia w 1:D XSI62eSi5aup W<bb13 m169oaw) 1k Wtl2-126I35(09O Q 1ObmL�= N4b112 ud. 21181b WbbSll'—' 2651R-0�ii lci) Q'A1 Udrmi Wcb411 36516-3)(316i) am Ud I.3LIle WA511 WS16 U(331io (LM_ Uitrmi -]4BIh� W=0 36'516261 (flhil CUM UN.mi 2118Ibc WeD610 36 Fnemlm.�I QUy=O�d14�q InT26/11e) -262416c� wd)" am Um czzs lh: =62M(Mbl) We4,]9 363162�tAli) n938��04dpn<.(I)f-t-�'Ip7 y]6E.19— WcbM 6b16M (wRd) axr Udndd a0111M Loads Summary Load Case Lrl: Std Live Load Dimidved toads Metier 1nca1im1 Imlim2 Oiimim SnvI S.IWd Etllml Tdb Widl6 TT Cm Oam Rq 31pf Z)fef at. Bd Cm I1am P j ol.f Bpi( Min Load Case DI: Std Dead Load Dian'U1ted [ends Made Irt.Yiml Imeim2 Umim Spea1 l EN Sw lmN W Ti b Widb TT Ca4 N.m Rv IBRf IOpf Min Bd Cm Dam Rp IUpf Inpf Min Automated Load Cwc W l: M WFRS-Left(UP) Dorlbleedlmds Menbn Imuiml I im2 Dinnim Spctl SunLW ENlmd WhWidb TT DUU I860 NUp Rn 5L61pf 5L67pf &in TR Iebo 356 NUp Rde 51.67 J Slepf 4in Automated Load Case W2: MWFRS-Right(Up) P age 375 of 570 DBlribded Loads wnhr 1¢aim1 I®tim2 Dirstim S1.md Sun LmFNL 1 ud Tdb Widh Tty mll1 3m NUp R;dc 51.67 pf 51.epf Qin TnI,O4e 141 b nNe e f 5167 f Min AllGefflU NOI6OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INBRAL PARTOFTH6 COMPONENT DESIGN WCUMFNf. NOMTlViTmE Cameron Engineering PROFESSIONAL ENGINEERS SPALINDICAT6 ONLYmvT'mETRUSS ASSFAniLY SHOWN ON THIS SHEETh6ETS THEMPBAiUM APPLICABLE DESpNCRITERIA FOR 1153 C. C. ME WADS. LOADING CONDmONS. TRUSS F Elk CONFIGURATIONS. AND SPANS LISTED ON THIS SIIBET. LnSm. COIW3 Cameron Engineering Truss: T37 a c r.Syst s" Phone: 303 800 6750 JobNafne: SURG KeyKcyTru Systan Bradscaf�ron@yahoo.com Dare: 09/26/10 13:45:02 KeyTrussdD System Cce 6.018 Version: 1.I83 Page: 2of2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-5-6 0/12 1 0.0-0 0-" I 48 in 398.9lbs Automated Load Case W3: MWFRS-(Max Dn) No leads were defnad for dris bad... Automated Load Case W4: C&C(Suction) Tip LSIO 3156 NUP Rate M..la Pf W.Hpf ®in 1) This truss has been designed in accordance with ASCE7-05,145 uph, Exposure C. The building is Gableri ip with Building Category IV (I= 1.15).Mean RoofHcight 37 ft, Ovcm l Building Dimensions of93 ft x 102 ft. EnclosureClass: Enclosed, OC Zone Width 930 ft. The left end valid has not been exposed to wind. The right end vertical has not been exposed to wind. This truss ism End Zone Truss. This truss is not in a Hunieaneflone Region. Load Combinations TWIeiS.: M�W. ma CSe.a am 4MIk 111 Q'M -74N am Q951� l-2nBltj 611 n]ll I3 ih am -xQelb 111 a'Am -741ta Ca iSSFT PI ATFS face IfSRean tmn,w ou;a foal am -1641U am AMI& am AMR, Additional Notes: The end ofevay chord segment shall be braced laterally perpendislarto the planeofthemuss. Lateral braces shall be installed within 6' ofthe end ofeach chord segment. Indicates lateral bracing required papendicularto the planeof [hetruss. Asinglesymbol ofthis type indicates a mid-point.Two symbols ofthis typeindintebress at the third points.The numberin parenthesis is the largest compressive force on theweb. Page 376 of 570 II TRQMSISNI.wGD�ss hiworxuMM0l Y ATFl TTRUSSAunv LYSH=N0X7N��lluSSlffEI�'.�TNEM�avumimnNUCcall�l DBMNc7RIlFTall MRl I MC.C. g am II I75Jca.coan Cameron Engineering Truss: T38 Phone: 303 800 6750 )obNanc: SORG ,11` Key0uild®System BFadscameron@}'ah00•COtn Da 09/26/10 13:45:02te: Ke1'I'mss® Systel¢ Cee6.018 Version: 1.183 Page: I of2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-0-8 0112 1 0-M 0-04 1 48 in 402.1 Ills F___ _ 5A1 _+_ 5-8-1 _ { 5-8-1 5-8-1 531 =17 S&1 5.6.1 9-0-0 11-0-3 17-04 2285 30-0-8 00-0 1 7 2 3 4 6 6 i 13 12 11 10 9 14 8 000 SA-1 11-0-3 17-0-0 2 2BL7 34-08 S f C 6da ipepue alpamninm�. gaaivEcue inlvama NN�.ulam' 'F d iviaelh pntrrdlp SW (AISBfulaesiRuels veaddlh nmEe. Shcwlle lofmalkludndtulum rtQimt Wlvcacm4imdata oad4dm md8a daari�g v pue is mµmt Refp�oGnml Npa la Onbdmi8®im Allwatleskalaluieau eJadaNly Je 196A615pm6otia fa CdbFwvlSu J Wipn Mil�uivfulnaspic�¢a A'16' inn Miomnlat®a� nmpna LI6 mn@mAalee d pal anmei CSI Deflection U (10c) Allowed W: R651(1-y MaNin LIM 0-4) LIM BC:. 092f(9-I0) LL:0.11n LIM (14) L/W Wr Qm(l-m HvelL nMin I WCmi.]YBr BCPAin SlaaiM. Min Reactions Sulmnary 8 HSol (WU I I tin 1.36N 14 Pin OVU 2 1 tin zmld 8 HRdI OVW 2 1 tin 2R18n 14 Plv(WW 3 1 tin 1.WN 8 HRol MW 3 1 tin 1.16216: 14 ,.(WL) 4 1 tin zwft1 8 HR61ML) 4 I tin Z31UIh 14 Pin(Wla 5 I tin L1ci 8 HRdlML) 5 1 tin Lwft 14 Pi.ML) 4 1 tin -2Allw 8 HRai ML) 6 1 tin -YAIIb: 14 n.ML) 7 1 tin zm1f 8 HRUIML) 7 1 tin -2AIII)I 14 Pin ML) 8 1 2in -38AIk 8 HRdIML) 8 1 tin -38U11v Loads Summary Load CaseLA: Std Live Load Rstnl dlmd5 8 1 Wrdm Lpmlml Is im2 Dinnim Sp W S. lad ENLmd Tib Widh TV Cm Dam P-i Dp:f W,f 481n Bd Cm Dam P 4 Opf OP.f 48in Load One DI: Std Dead Load Dis hb loads MenBx Id4im1 Imlim2 Pmtim Sped S.l adlml T3Widh TP Cva Dam Rde IOaf IORf 48 in Bp Cm Wm ll a IOlvf 10pf 48in Aulo=ed Load Case WE MWFRS-Left(Up) TIP 1860 SJ08 NUP Ra 51.67ryf 51.p,f ` ®n Autolmled Load Case W2: MWFRS-Right(Up) D=-buWd Weds Page 377 of 570 IIPROFESSIONAL ENNGINTERS SEAL INDICATES ONLOF THIS DRAWING OE Sl� HE CONSIDERED Y MATT8ETUMS ASSE LYSHOWN ON MIS SRIMOM PART O1 61FB MEMWMIUMA UCIU DESIN EMUM]WL IGGN CCRUEFUA FOR mTTRE G c. °g II THE WAGS. WADING COMMONS. TRUSS MEMBER COWGURATONS. ANO SPANS U5711) ON MIS SHEET. Cameron Engineering Truss: T38 P E .: Phone: 303 800 6750 dobName: SURG KeyBuild® System Bradsca=ron@yahoo.com Date: 09/26/10 13:45:03 KeyTruss® System Gee 6.018 Version: 1.183 Page: 2of2 Report: Engflot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-0.8 0/12 1 0-M 0-0-0 1 48in 402.1 Ibs Automated Load Cue W3: M WFRS-(Max Dn) — Nolads Were defined for this bad cam. Automated Load Case W4; C&C(Sucrion) Dimlbured Loads Muiiu Ineeiml I iam2 Di —ten smea SWIm1 Eel Lod MbWWb Tap ono %1[o NUp R,se W..14I W..14pf 6Yin Tap 4318 3faa NUp Rue f9.14pf W14psf 48in I) This truss has been designed in accordance with ASCE7-05,145 aph, Exposure C.Thebuilding is GablelHip with Building Category IV p= 1.15), Mean RoofHeight 37 ft, Overall Building Dimensions of93 ft x 102 ft, EnclosureClays: Enclosed,OCZone Width 9.30 ft.,n a left end vertical has not been exposed to wind.Theright end vertical has not been exposed to wind. This truss ism End ZoneTfoss.This truss is not in a Hurricane Bone Region. Load Comblttaf10n5 Wad Tame iNiewa:M 11), n— csl lmandW fats-(eW,e ,.. roe irmr( nfmm ce�nuil rats) I-IJ am AY91b. 311 Q].K -FAItr. 6q Q'lID-26]ilk 2-13 QM =hffi (-26n1b) C11 Q25 lzt-1 (469lan 69 M2 am -264Vz 5_11 am-7591be TO am AKRUe GT TSSFRr PT.ATFS Additional Notes: The end ofevery chord segment shall bebtreed laterally perpendialarto the plmeofthetmss. Lateral braes shall be installed within 6e oftheend ofeach chord segment. Indicates lateral bracing required papendialarto theplane ofthettuss. A single symbol ofthis typeindicates a mid-point.Two symbols ofthis type indicate braar az the third points. The numbain parenthesis is the largest atrinnssive force on theweb. Page 378 of 570 IIP0o`aSONALENO[NEERS SEAL WDICAUESOMYTNATMEMUSS ASSSEAMLRS) AS Y SHOWN ONTHIS SHEEIMEETST WNRtUMFMISGMP�U�P61GN CCRIMN MR I tvgintTME n�cCam Engineering II MELOADS. LOADWG CONDMONS. TRUSS Mt.IBM CONHGURAMONS. AND SPANS IIS ED ONTIQS MEET.. I,-m. CO man Cameron Engineering Truss: T39 Phone: 303 800 6750 JobNale: SURD P.,n.....L.. KeyBuild®System Bradscameron@yahoo.eom Daze: 09/26/10 13:45:04 KeyrmssO System Cm 6.018 Version: 1.183 Page: l of4 Report: Bng Plot SPAN P= QTY OHL OHR PLYS SPACING IWGT/PLY 40-10-1 0/12 1 0-0-0 1-7-5 1 48 in 387.6lbs - - 541-0 5-11-8 --- ~— — 5-11-8 5-11-8 _ �— 1 -� S]-3 S]-3 �— 1 5-10.3 1-7-5 541-0 1b10.8 7-10-1 1]-10-0 Y3-B-9-8 29-0-11 7-10.1 34-11-14 40-10^ 1 0.8-03 1 2 3 4 5 10 a o ao o-0-D 511-0 5-11 E-11-6 1 1 Syl 1 S]3 510.3 5-11-0 11-10A -I 123" 29d11 94{ 34-11-14 40.10.1 Cirtle iNaefamvmninus�. Sgma i�dGtlC GaIVR(ves iodvd.'Fsslvm•iNac Be vdcdlro50S IA1506�IwsnwsslB aeatld4e nelh. Ex6wlm BdanBcmlbxdlmlw5rtai� WlaeasSNim L2alcv me dlnlmmWs b�xi�. aplanurtgi� RdaloGvvel Nda lm6NcdaiBaim Alladie sFcvF°fsswrisddadty Je l9b Al91 Spmfalmfm Ctld� iedSlN QsiSn Minvnlm¢msp+i�m W16'mn Mv'�uinfmlece��nogna gl6 mnfneaTa6nd sw5 mvmel CSI Deflection Il 00c) Allowed TC : (IM(M) N Bi11n LIM (46) LIM BC: n61501-131 ILnWin LIM (45) L/39 W& aw(I-IN c./OHTLn12m UP 9.199) 9 9.I50 TCCmio IyBmN Cm/OHILn011n 9.IM 17 2L/SB BCMin!I ci,v Min Hmtt:a(01n 17 Reactions Summary 16 Fin WL) 3 1 15in ICI lb, 16 Pin(WU 3 1 15 in -IT Us IB HRdl(WL) 3 1 15 in Lw Is, 16 Rn(WU 4 1 15 in 23851b: 16 Pin(WL) 4 I 15in 4w Us III It Rd] ML) 4 1 15 in 13(9ft Page 379 of 570 IIALL PROFESSIONAL SIOENGINEERS SEALAL N= OF MIS AINDCATESO PACKAGE 1HATTHETRUSS ASSEVULSt BE CONSIDERED AS YSHOWN ON THIS SHEN NE STHE NUNA 4 APP�ABLEDESIGN CCRIMUA FOR I Iv9�u2T THE nO Cw, ng II THE LOADS. LOADING COMMONS. TRUSS 6EH9ER CONFIGURATIONS. AND SPANS LISTED ONTHL9 SHEET. ._ Cameron Engineering Truss: T39 P — Phone: 303 800 6750 JabName: SURG KeyKeyTm System Bradsa�mn@yaboo.com Date: 09/26/10 13:45:04 KeyTruss® Sysiefrc Cm 6.018 Version: 1.183 Page: 3of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0112 1 0-0-0 1-7-5 1 48 in 387.6lbs 16 Pin(WL) 9 1 15 in a,031 cH 10 RRan f L) 9 1 35in-lanih: Loads Summary Load Case Lrl: Sid Live Load n:9o-ieerea �� aimi SwM 9w1m1 FJ Trib TT C. D- ,n Fin, IDRf M,f ain Be Cm Opf O,f mu Load Case DI: Sid Dead Load Dimlb ted Imds M1Yirtn i_E.I Imim2 Bimim Svcd S.1—i Fitl lml TibWi" Tq Cor fbm Rt IOpf IORf 6Y in Bu Car Dam ReYe IOpf IOryf min Page 381 of 570 TME PROFFSSIIONNOTES OF ENGUIEER311SF "ICATES ONLYTHATTEMMSSASSF LYSEWN ON TBS 50HEEPb1BBIT TIEMPIL APPPUCABUDESIGNCRAIIFRIA FOR CREonotIrn�o�Rg II TIE ( DAHI DS. W)kDNOCONDONS. MUSS F9 ER CONFlAN GURATONS.DSPANSLLST:DONTOS SHE£!. KeyBuild®System KeyTmss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscameron@yahoo.com Truss: dobNene: Date: System: Page: Report: 739 SURG 09/26/10 13:45:04 C--ce6.018 4of4 Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 0-" 1-7-5 1 48 in 387.61bs Automated Load Case W l: MWM&Left(Up) Demibared Inds Water L WnnI I Iim2 Di—dan Steal svw lrtd Ed Lwl Tib Wi,hb TT 000 1840 NUp Ra 51.671ef 51.67 or dlin Top IS60 am NUp Rah 51.67p:f Stator 45in Tap 2198 46101 NUp Rule A.(Aµf r9)p:f Man Top 40101 42-56 NUp Ruh V.96pf Zf.Sdpf 48in Automated Load Case W2: MWFRS-Right(Up) Di9f3Nedl®ds A1ndn 1—ni-1 Imim2 Dirt ice Svcd Suet W 6d 1m1 Tdb Widb TT SM D9B NUp Rah 51.67nf 51.W,f 48 in Tp 000 S38 NUp Rah 51.67pf 51.67Rf 431n Ty Z M 40101 NUp Rah Xre pf M@Rf win Tap m101 42,56 NUp Rae 51.9 pf 51.53pr min B. E1-10 41101 NUp R9e 2818pf mis,nr 48in Automated Load Case W3: M WPRS-(Max Dn) TOP 40101 4M6 NUp Rah N..59pf 2959pf Min Automated Load Case W4: C&C(Suction) Dianbined Inds Menlo 1¢aim1 Im1im2 Dimaim S 'vl S.ImI Edlmi Tdb Widb Tap GDO 931U NUp Rath 0.14pf W14p:f 4a in Tap %}10 2t98 NUp Rex M14pf 69.14pf ain TV 2V15 3248 NUp Rah H7.75pf 117.75pf 45in TW 3248 W" NUp Rpk MMpf 74M pr ain TV 3sl" 0101 NUP Rah 117.75pf II7.75pf Min TM tlM 42-56 Nov Rax Nt75pf I475pf Qin Ba 35110 mlDl NUp Ruh 5293pf S29fpf ain 1) This tars has been designed in a cardance with ASCE7-05,145 mph,ExposureCThebuilding is Gable/Hip with Building Category IV (I= 1.15), Mean RoofHeighl37 ft. Overall Building Dimensions of 93 ft x 102 ft,Enclosum aces: Enclosed, CCZone Width 930 ft.The left end vertical has not been exposed to wind. The right end venial has not been exposed to wind.This truss is an End Zone Tass.This Doss is not in a Hunica reProne Region. Load Combinations Member Forces Summary Tulle inures: Menbm.—CSL—"dr (—e ..r udff. 6rin,—"lfn�) Wid 11-2 a70 27571b (-I.>51Ib1114 av%, 1212N ilotrl 1156 a4 4T21 Ib (-2S5IR0174 2 5 am 4.1611, (-23BIRI al3 MISS I.n51Fa 2-14 aM-313511e 113 am -LO11� GUSSET PLATES am -Sa1N Additional Notes: The end ofevery chord segment shall be braced laterally pefpendicularto the planeofthetass. Iateaal braces shall be installed within 6° of the and of each chord segment. Indicates lateral bmcing inquired perpendicularto the plane ofthe was. A singlesymbol ofthis type indicates a mid-point.T wo symbols ofthis type indicate betas at the third points. Thenumber in parenthesis is the largest commessive forceon theweb. Page 382 of 570 IIA GE MF N0 OFT DRAWBGPAC"GESHAWRECONSmPREDASANIMEORALPARTOFTHISCOMPONFNI''DMIGNn UM ..N=R T'IHE I Camean Engineering II PROF S10NALEVGWF➢t'SSFALPDICAMONLYTHATTHB'IRUSSMSPMOLYSHOWNONT SHQ:fMFEISTHEMWMMAPPIl MMDOSGNCRf1 VMR 17MCve Con MEWADS. IDADO4G CONDMON5. TRUSS MEMRFR CONFIGURATIONS. AND SPANS I SMDONTHIS SHEET. Iuplotl. Co &ED 1410 Cameron Engineering Truss: T40 N.M.- .- Phone: 303 800 6750 JobNsue: SIJRG KeyBuild®System 'A Bradsaumon@yahoo.com Date: 09/26/10 13:45:05 KeyTmss® Systerrc Cee6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 5.WI/12 1 1-7-5 0-M 1 48 in 487.1 IN 14-5 2.63 F__� - .{. _ _ — 4-10-2 _I"_ - 4-10-2 4-10-2 5.11-8 5-11-8 5.1 L8 5-11-0 2-6-3 — _ ]-45 i. — _ -_- 12--2-] 1]-0-9 23-0.1 2&11-9 3441-1 —1 40.10-1 0-8-13 ]-104 740.1 9 6 6 7 8 10 3u 0-0.0 0-0-0 2-63 L10.2 4-10-1 4-10-2 5-11-8 5-11-1 5-113 5.11-0' 24 3 7<_E 12-2-7 17-0-9 234 1 28-11-9 TV11-1 40.10.1 cd. S9maE Oe�udndF10505 Cirzla iNmeLvlvuinA (A60 (alma ngwmda anoddlh nv�trr. Edi din iidcna He iu�hadeamvs m(vml Whaanmim pma aedbim m0ia R mrfivlemm�indv�k.'Fnalcm'iNaa epveis nq:mt RRnbC el Noes Wfinbnlvnfaim Albretle almpnfalnaisddaWpt Bn l9bAISI SIwfmim fv CtldFanpt 31a10aipy Mvmtin[xicm[p�cii¢mA'16'Iiio M4Mintss¢ma�nm®nmL16'liin (ncdlYrtl r( seal memni v.) CSI Deflection U 000 Allowed 1C: 0611 B9I TL ON in L19A (Sm LIM BE DROOSid IL 0.1 in L199I (56) LIM W[h a"aa10 Gaa/OHT-awfn UP 2L/9A 18 2L/90 TC Cmiwnly B,m1 c=/OHLU Rol inm L.IM 18 2.190 ec Min speid,-a in HmeM 007 in 4 Reactions IT 71a w BC Bm Wid Rwnim 17 Pin(WL) 1 1 SSin I'm Id ID HRd) (WL) 1 1 15 in 199Vn 17 Pin(WL) 2 1 15 in lml@ 10 HRcU MW 2 1 15in iwft1 17 Pin Mw 3 1 351n 1911� U Fin(WLt 3 1 15 in IPIt H 10 HRdl( 3 1 Min LB911a 17 Pin ML) 4 1 15 in 10191h D Pin MU 4 1 Min 103NR 10 HRdl( ) 4 1 15in 26151h Page 383 of 570 ALL GENERAL NOTES OF ME DRAWING PACKAGE SHALL BE CONSBIEAED AS AN W RAL PART OF TH3 COmPONFM DESIGN BOCUmENR NOTE TBATTHE Ch=von Engineering PROF681ONALFNCEBEtS SEAL INDICATES ONLY THAT ME MUSS ASSE6mLY SHOWN ON THIS SHFElh1EaS THE MWm1UM kEPUCAB1E DESIGN CRHFRIA FOR I'mc.Cum THE LOADS. IDADN'G CONDMONS. MUSS mEN ER CONFbORAnONS, AND SPANS USIED ONTHIS SHFEL Ia9mC CO @CID 4 Cameron Engineering Truss: T40 _ � ...''- Phone: 303 800 6750 IobNE,nm SURG KeyBuildOSystem Bradscameron@yahoo.00m Dam 09/26/10 13:45:05 KeyTmssB System Cee 6.018 Version: 1.183 Page: 3 of4 Repon: Eng Plot SPAN P= QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 5.001112 1 1-7-5 0-M 1 48 in 487.1 lbs n Pln(WL) S 1 15 in 1633liiR 10 HRd[ RL) 8 1 15 in 3.081h: Loads Summary Load CBseLtl: Std Live Load Be Cm Oon Py ORr 0'r 4in Load Cue Dl: Std Dead Load DianL loads h6 Gi I inn1 2 Di.im SFc S.Lnad End Tdb Widh Try Cm Dvm RWe lorcr to pr min Ba Cm Doan Ra IDO I0�f min Page 385 of 570 IIP OFFSSSONAL ENN'OWE}AOF 'S SFAL WDEAMS 0.1Y nViTTHE MUSS ASSSFNIBLMED AS YSHOOWWN ON THE SHEET MF£IS ME M1W�'IMUrA T UCAR�DESIGN CEO FOR TME CartRt l53 Oc. g II THE WiiDS, LOADWG CONDITIONS. TRUSS IrffN�BER CONFIGURAWNS, AND SPANS IISItD ON THIS SH . siBBS Cameron Engineering Truss: T40 a . Phone: 303 800 6750 m JDbNae: SURG t Via KryBuild®System Bradslxmemn@yahoo.com Date: 09/26/10 13:45:05 Keyfruss® System Cce 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN Mai QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 5.001/12 1 1-7-5 0-M 1 48 in 487.1 Ibs Automated Load Case WI: M WFRS-Left(Up) Dialbuled leads TT OUo 1749 NUp Rote 24.021af HOEpf 481. Tay 1749 1569 NUp Rnls 5167Rf SI.67 p.I 69 in TT 3569 a0101 NUp Rao Sl bt pf 5167 pf 4m B. DBO 247 NUp Rah 818pf 21I8p<f 4.9in Autommal Load Case W2: MWFRS-Rlght(Up) Darbbad Imds TT man 17419 NUp Rah 3E.69pf A.f9pf 48 in Tap II41 4G101 NUp Ro 51.67pf 51.67pf 48in TT 1709 Vol NUp Rnh 51.67pf 51.67pf min Automated Load Case W3: M WFRS-(Max Dal Dandbuted leads hdn I iml l im2 Dixaim SnW SunU d UUvd Tib Widb Tay -1.7-5 non NUp Ruh fl.Apf 2959 pf 48in Tap 000 1709 NUp Rate 2mpf 202psf 4in Automaed Load Case W4: C&C(Suction) Di9nbumd leads Tap No 611-11 NUp Reh I17.75p:f 117.751ef min Tay 61F11 8.54 NUp Rah RN,f 7454pf 4in Tap 65n 17419 NUp Rete 11275pf H7.75pf a TT 17 9 AL3 NUp Rah M14pf M14pf am TW 7663 40101 NUp Rate W..14,f 69.14,f ®in B. n00 2 7 NUp Reh 5293p( 5293'f 4in 1) This truss has been designed in accordance With ASCE7-05,145 mph, Exposure C The building is Gable/Hip with Building Category IV (I= 1.15). Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft.The left and vertical has not been exposed to wind. The right and vertical has not been exposed to wind. This truss is an End Zone T Truss. This truss is not in a Hurricane Pone Region. Load Combinations Member Fnm Summary TONe W.: Mmdvm.—at imamug fi ,t—a . fva ifdRom fian—m wfua) TCN 191 I-2 23 aI19 am ,04 PRa - -L412b 7®Ih (Olh) (Sf6 W 34 YS 56 a455 042 a414 d]B lb 7,®I: 7.ZMM (i4Alb1 (;1131b1}8 f-]8991h 67 B9 OAS a411 am, 7M18 IM Ib ),4fllb (am1h) (-]3671b0 (-2025R:) BCM' IDII a191 olh ILU am -5.9111h 14.15 am-0,m51b Ibl7 ab7 -LBn 1Fs I% af� -3MIb 1314 a7II -759114 ISI6 0&1 H]911b 1}18 amJ Olh Weh W� I.18 a.&Q5 -um. 1 a316 -SH Ib 613 a819 I.7B Ib (4f910:1 YII 084E dJ1111b : -17 a 1,8ISIh to lhl 415 615E 4561b (-Alb) }13 OND -2)H 14 Ylo am 5.mftI (-]Nl lb) 117 am 7.421M (-]334Ib) a14 an 2011h IS151h1 7-12 aw ]4491b 0.486 2 6 4754 -].AI UsS14 aw -1.911 ft612 am 'l,1b N6 am 28121h, (d.11l lbl S13 0.62 -7171W 611 a671 5.7L ,'a" G )SSFTPLATES Additional Note: The and ofevery chord segnnent shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall beinstalled Within 6" oftheend ofeach chord seglrent. Indicates lateral bracing required perlmdicularto the plane ofthe wss. A single symbol ofthis type indicates amid-point.Two symbols of this type indicate banes at thethird points. The number in parenthesis is the largest compressive folceon theweb. Page 386 of 570 IIRPOFESSSONALNENGINFFlf�SS5 OCAMS ONLGTTNATIHEMU55ASSENIBLY 5HON ON MtS SFJEETMF£IS THEMMRIUM"PPUCAABBUEDESIOfiN CRAMLAFOR l IIm CC C. Cxnacran II THE (DADS. LOADING CONDMONS. TRUSS mEp ER CONFIGURATIONS. AND SPANS LUSTED ON THUS SHEET. Savo Cameron Engineering Truss: T41 - Phone: 303 800 6750 JobNane: SURG .e�d�. �; KryBuild"sim BradscameronC&yahoo.com Doc 09/26/10 13:45:06 KeyTnlssO System[ Gee 6.018 Version: 1.183 Page: I of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 0." 1-7-5 I 48 in 479.9lbs 441-0 ~4-11-0 0-11-8 4-11-8 4-11-8 5-0-13 5-0-13 5-0-13 5-10-3 1 _ 9-10-8 14.10-0 — 19-9.8 -- —' 24-10-5 29-11-1 —~ 34-11-14 40-10-1 I� 9-6-1 MA0.8-13 1 2 3 4 5 6 6g 7 15 8 9 4 19 916 a4x ^15 17 14 13' 12 11 18 10 0-0.0 0.0.D bit-0 41tA 411-B 11" 5-0.13 5 13 54113 510.3 4-11-0 1 9.10b 1 14-10-0 1 199b 24-1M 29-11-1 1 34-11-14 40.10.1 Cirtia iNaclslecavn in x[d. Sgmai�daeLa�ecmninrlvd.'Fuiava'irtiaelM1e nahrdllaSnS IALSB (alevs mµmin vevtldJe no��. F�wla inf[mc llc �upvdLsslam rtyirtd Wkaetmmimpve vealkdm mllis dexi�apve6 mµ�v6 RefiloGccY Noa fa Bnlcpaif 'm Allwvatleslcalafwlcvis alatlmellcJe 14J6A1513pw6m+mWCddFvnN3usl0oiPn M6iuin(alsm emsimu9'16'mrt Mi�tsn(avm e��apnat Yl6'mnfamAaKdR earl minid CSI Deflection L/ (loc) Allowed 'IC: n8651B9/ 1La19in LIM (541 LIM Be: a8D(IL13) ILamin LIM (34) LIW wort aW&M Cnn IOH]Lamin UP 2L M Io LSD TCCai.ly Biaal Cnn I OH U, not in m M 9 2LIS0 BC IWmS,cim=48in H.m aw in 6 Reactions Summary IT IL BC B WW R.i. 1T BC M.R. Mw Gn U iB MUMWFRSU ilt M CCU ifl Swu ill Ma Hmz 18 H Rd]( lj 1 I tin ).3 lft 18 1 27121M -2TBIM L57SIt, -05I811s 11 Pin ML) I 1 2in 20111E 11 1 4.01 IS; --267511e -Rmk,, 9.9R1@t a.1301k 18 HRd1 ML) 2 1 2m 27121k II PinML) 2 1 21n 4.01 Id 18 HRd10P'L) 3 1 2in mId II Prom) 3 I 2in 1.6761% 11 Pin(WL) 3 I 2in -001 11 is HRdIOYU 4 1 2in 2 lb, 11 Pin MQ 4 1 2in X"Tb, u Im(WL) 4 1 2m -H3Its H Page 387 of 570 ALLGETTRAL NOTES OF TINS DRAWING PACKAGE SHALL BE CONSmERED AS AN ImK PART OF MIS COMPONE DESIGN DOC116ff14(. NOtE TTLIE Camemn Engin.mring MMSIONAL ENGRIEFRS SFA ICAT60NLY7 T'IHBTRUSS ASSESIBLY SHOWNONMJS S=!v!EEIS 7HEMHIMS1 APPLICABLE DESIGN CRIUDRIA MR 17OC—Cm IDAD D1E SIDM ,.CONDIHONS.MUSS FIFSIBER CONEIGURA11OW. AND SPANS LISTED ON'nni SHEET. Labmm4.COtaxxt * Cameron Engineering Truss: T41 , Phone:303,8006750 7obN= SURG KeyBuild@Syslem BradsCameron@yahoo.Com Due: 09/26/10 13:45:06 Keyl'mss@ System Cee6.018 Version: 1.183 Page: 2 of4 Repon: Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 0-M 1-7-5 1 48 in 479.9 His m 11 FJ.ML) 5 1 tin 1.7611d II Pin(W.) 5 1 iin -1131tmH IB HRdlMQ 6 1 tin -Mftl . II P.. Mw 6 1 tin -2@1616: 11 Pin ML) 6 1 2in -I.4@I6NH IS HRalm 7 1 21n -24DIb: 11 Pin ML) 7 1 2in -26111tr. II I'm(WL) 7 1 2in ASS I6 H Page 388 of 570 ALL GENERAL NOTES OF THIS DRAWmG PACKAGE SHAIL BE CONSDERED AS AN INIFLRAL PARTOF THIS COIHPONENI`DESIGN DOCU .. NOTE THAT THE CanClon Engineering PROF651ONAL ENGINEERS SF INDICATES ONLYT TTHETRIRS ASSENRLY SHOWN ON THIS SHEEIMFEIS THEI,L!N M APPUCABU D6pNCRH1]nA FOR 175 c.c. TRELOADS.LOADIN000NDmONS.TRUSSF MMO GIIRATIONS.ANDSPANSLMONWSSH .. IVEnm CO smis :., Cameron Engineering Truss: T41 Phone: 303 800 6750 7obName: SURG KeyBuild"stem Bradscarneron@yahoo.com Date: 09/26/10 13:45:06 KeyTmssO System 0.6,018 Vernon: 1.183 Pager 3of4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 0-M 1-7-5 1 48 in 479.9lbs II Pin(wL) S I tin A.4LIFe II Pin(WL) S I tin Alm]b H Loads Summary Load Case Lrl: Std Live Load Mea I i_I La6-2 Dire im Smal S.Edlmtl Tib Wift TT Car W.m Hpj M,f Llal am Bu Cm Donn P j Opf 0'r wia Load Case DI: Std Dead Load DMiNned load, Cm D m Ra Page 389 of 570 IIALLGENFAALNOIFSOF'IHISDRAWWGPACK ESI BECONSMMMASANWIEGRALPARTOPMZCOhPONkN1'DESIGNW UM ..NCTETHATME I Camwon Engineering PROFESSIONAL ENCNFERS SP INDI TES ONLY THATTHE MUSS ASSRABLY SHOWN ON nnS SHFLT MFPIS THE MNIMUM APPLICAMn DPSGN CRrIFAIA I, r nlin Can THE LOADS. IAADNO COMMONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS USTED ON THIS SH .. LayTm0. CO am Cameron Engineering Truss: T41 - & Phone: 303 800 6750 JobNalreo SURG KeyBuild@System Bladscameron@yahoo.com Daze: 09/26/10 13:45:06 KeyTmss@ systellc Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10.1 0/12 1 0-M 1-7-5 1 48 in 1 479.9 Has Automated Load Case WI: M WFRS-Left(UP) DraIrled loads Automated Load Case W2: MWFRS-Right(Up) Dimlburedloads Automated Load Case W3: M WFRS-(Max Dn) DianbuRd Los& MnMc 1 dell Wfim2 N—inn S. Seal Ed 1,nd Thbwiab Rp 1498 1 M NUp Rut 2or,r ImPo ain TT 41101 4156 NUp Rut 2959 pf MN p:f aim Automated Load Case W4: C&C(Suction) TT 9110 1998 NUp Rtl %14pd 6114p:1' 48in Tay 1998 280.9 NUp U)e In.]Sµf I7.75 µf @0 TT S48 A1" NUp Rat N 'r 71M p1 48in TT ll186 Opl NUp Ret In.Rpsf 11I.75 pf Bm TW 40101 II5(1 NUp Rut 1611,75Rf 14 E'r 481n Be al1-I4 OIOI NUp Rut 5293R17 soemf ain 1) Ibis loss has been designed in aaoldance with ASCE7-05,145 mph, Exposure C The building is Gable/Hip with Building Category IV (1= 1.15). Mean Roof Height 37 fi3Ovelall Building Dimensions of93 ft x 102 ft. Enclosure Qass: 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 Mass is an End Zone Truss. This truss is not in a Hurricane Pane Region. Load Combinations Mpmhpr Fnrc Cnmmary Ta .infaic: Mutlam.,macst �a.,.imr 1�.�a. raaua�46nn,maadal wad TCN 1-2 13 l4 Uzi am am 20AIb a6Rlt 46N Ik (-mns) (-3001h) -24aDIN) 45 56 67 Qm 0.391 0.Jn 49161b 4.Was 4.Yzlb, (-]AI816:1 02Ktlh) (-28WId) m 88 919 am 0.se5 Q219 20vift d 51 It mi. laois:t) 0 N) IDII t 6BID AXI1Ix 1415 0i 4 1 QW -2OAILI3BCM 16 Q6®3 EOI 1 Q a. Q-1698 ffi 0 In WW I-18 QWI 4TAId (-2TDIh) 115 0.flW 24PIbu 6U 0.503 I.Sllllba (e641h:1 RII am ;AI 11a (-1.0141h) 01] Q]RI dASlt QU Q]A 2L5611n (4s1b:1 ]-U n]IS -2ZN It 910 am 4581b: Yn am I=5 Iz (-2]il lFe) 414 (IM Rb. ]-12 6 l 2-16 Q817 5m in S4 65 Qb, 0 m -7.0111In 116 am 1434IR (4S4516:) &N Q465 LmjN . (-2a1 &II an &Wav (-i]IJIt) GUSSET PLATES Additional Notes: Theend of every chord segment shall be braced laterally peryendicularto theplane of the Mass. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Indicates haeral bearing required perpendicularto theplaneofthe toss. A single symbol of this type indicates amid-point.Two symbols of this type indicalebraces a the third poirlts.Tbe numberin parenthesis is the largest compressive forceon the web. Page 390 of 570 II PROFFSSFfSIO�ENGIINEERS"t S OF ME MKAMONG PACKAGE YTTTTiE'll MSASSE LRED AS YSHOWNONMSSR,kL PART OHFETbP2T5THEF0ViMUMMPLICABUMMNC�Rr1}]UAFORI TME C m.O_�Engineering MEUOADS. UOADM COMMONS, MUSS AD:MBPR CONFIGURATIONS. AND SPANS MnSDONMIS Spain. Cameron Engineering Truss: T42 - 1...1,E Phone: 303 800 6750 JobN= SORG _ KcyBuild®System Bradscanemn(Pyahoo.com Due 09/26/10 13:45:07 KeyTmss® System: Coe 6.018 Version: 1.183 Page 1 of4 Report: Eng Not SPAN PITCH QTY OHL O1R PLYS SPACING WGT/PLY 38-7-14 4.999/12 1 0-0-0 0-0-0 1 48 in 629.21bs 4-8-9 ~--6-8-9---��-- 4-8-9 9.53- --�-- 4-8-9 14-1-12—"�-- 4-B-9 4-11-8 4-11-6 _ 18-10-6 - I_---23-9-14 - 28-9-6 �- 4.148 4-11-0 3&8.14 38.7-14 1-)-12 9.6-0 9-6-1 B 5 6 7 8 19 se 4 6.1z 3 2 1 416 41 17 15 14 13 12 11 18 10 0410 0-0O 443-9 4-&9 4b9 d-&9 6-11.8 4-11-8 4-11.8 4-11-0 44 9 9-5-3 16.1-12 18.10.6 1 2&9-14 NfliZ 33 :14 1 3&7-14 Cinl¢ infae fmlv¢mef inue. Sg infix 6t=cvn inelnh..-Favla¢i iNa¢IBennkid1lo SD56LLSBfalvvs ngimimveadd0e neAv. EEtlII v4im in6maIh nntrspfal¢es ngimt WBnem.mimpm¢xdldalmllif hevi�epmei: nq.mt RefebG vnl Na¢fnfinM1relmif im AllvwatlesFevin fmlvnis doiaW lv11e 14.6A15151¢ifienimfa CddFo�mlSUN I%ipc AtinSnfmmmnPd�Rm 9'I6'mn Md�uin Lamer Mg nmpnL Ll6'mvfnmAchal s�¢I cvwei CSI Deflection L/ (lax) Allowed Tc: V170 D Ma2sinuP Ll" (mo) LIM BC: 0.94H6,17) ILalin LIM (56) L/W Wch aM(s14) H TLaliv 3 1CCcnim¢e1YBnmd BC I uHn SPNein8=48 in Reactions Summary 3T LC BC R Wid Rvmim re BC M R. M Oinvuoift SnMWFxSu iB Mn Ceeu m M U iB Mn xm: 1n Pin (WL) 1 1 2m I.`A iw 1B I z1Mft -2�t w a41s 1ta aP/s IM 3.S451m to HRo OYL) I I tin I.SSl1Fe 10 I IUS Rn S�INi-z1Rllb, -Sw IE 18 Pin WL) 2 I tin 114 w 10 URdI OVq 2 1 tin 3.108ft 18 Rn OYL) 3 1 2in IAS6@a IB Pin OVU 3 1 2in wl1 ll IO H""(WL) 3 1 2in 1.6161k 18 Rn(WL)4 I 2in 265 Iba 18 NoWU 4 1 2in 4811aH ` 10 HRdl IWO 4 1 2in 268D IE Page 391 of 570 ALL GENERAL NOTES OF'IHIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INRCRAL PARTOF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE Cmmemn Engineering PROFESSIONALENGPIFRS SEV.NDR:ATFS ONLYTHATTHETRUSS ASSEMBLY SHOWN ONTH6 SHEETAffEIS THEFONNIUM APPLICABLE DFSIGNCRMMii FOR 1753Cnmc. THEIDADS. ID MNG COMMONS. MUSS MEMBER CONFlGURATIONS, AM SPANS LLSTEDON THUS SHEET. Lnn nE. CO®i W Cameron Engineering Truss: T42 - Phone: 303 800 6750 IobName: SORG `� KeyEoSystem Bradsaffmn@)yahoo.com Dme: 09/26/10 13:45:08 KryTmyTm ss® System Cee6.018 Version: 1.183 Page: 2Df4 Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACRNG WGT/PLY 38-7-14 4.999/12 1 0-0-0 0-m 1 48 in 6292IN is mt m 1. 18 Pin M1) 5 1 2in aIs, H ID HRdIM'L) 5 1 tin ISAIES 18 Pin ML) 6 1 21n -1.35)Id IB Pin mw 6 1 2in ]9I Itr.H 10 HRdl MU 6 1 2in IB Pin ML) ) 1 2in -205EIh: IB Pin ML) 7 1 21. I.IDIbH ID HRdl(WL) ) 1 21n 2m IM Page 392 of 570 ALL GENERAL HUMS OF'IWS DRAWING PACKAGE SH BE CONSDFAED AS AN KTEGRAL PART OF THIS COMPoNINT DESIGN DOCU1 .. NOMMIME Canelon Engineering PROFESSIONAL FNGNEERS SEAL MCAMS ONLY MAT721EMUSS ASSFMnLY SHOWN ON THIS SHERP MEEIS THE MIN0N11M A CADLB DESIGN CRNFRN FOR 179Cme Can THE WADS. LOADING CONMOONS. TRUSS MEl1BETf CONFIGURATIONS. AND SPANS LLSIm ON TH6 SHEET. Ivpnm1. CO B]SD Cameron Engineering Truss: T42 $ h Z' Phone: 303 800 6750 JobName: SoaG K Keylluild®System Brddscameron@yahoo.com Date: 09/26/10 13:45:08 KeyTmss® System Gw 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN Mai QTY OHL OHR PLYS SPACING WGT/PLY 38-7-14 4.999112 1 0-" 0-" 1 48 in 629.2lbs 18 PI ML) S 1 21. 15d511 11 10 HRtl1(WL) 8 1 2in Ad 1b Loads Summary Load Case Lrl: Sid Live Load Distributed lords Menhr 1 inn Imlm2 nimian SVN Sun lmf Enf d TibWMM1 TV Cm Dam Pq IDRf IDRf "in Be Cm Own Py ORf ORf Qin Load Case D1: Std Drat Load DimiLmed loads Mel m. fmiml Imrm2 IN.im sua,a st,n l.w End lmeInewiax TM Cm Pam Fit I0Z IO RfI B. CT Lbm RVNe IBpf IOp C9 min in Page 393 of 570 IIPROFFS90NA1. ENGWFkRNMES OF SSEAL INDCAIES ONLYTHAT ME MUSS ASSEMBLDRAWING PACKAGE SHAIL BE CONSMERED AS YSHOWNN ON TIM SHEFTNffE1S ME NUNDAUM APPOCAB�rDESIGN CTRUMAFORT lIM CC—C C. THE MADE, WADING CONDITIONS. TRUSS MENDER CONFlOURATIONS. AND SPANS MTED ON MIS SHEPf. W. Cameron Engineering Truss: T42 Phone: 303 800 6750 lobNanle: SURG �. KeyBuild®System Bradsaarieron@yatioo.com Daze: 09/26/10 13:45:08 Key?mssQD System Coe 6.018 Version: 1.183 Page 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 38-7-14 4.999/12 1 04-0 0-M 1 48in 6292Its Automated Load Gorse W l: MWFRS-LeftNp) Du0pred loads Mena, 1-.i.I I Iim2 Di.im small Slav Mid Eo LwI Tnb Widh Tap We 181n6 NUp itN NUB p:f in'r Min TT 18.106 Tl NUp Res 51.6]pf 51.6i f min Tap M) W-14 NUp Sao 51.w,r 51.67 p:f min Automated Load Case W2: M WFRS-Right(Up) Disodbnd I pads Mmhx t aiml Iaeim2 Dii-ion Spea1 SI. FN Ira] Tnb WiM Tap not, In106 NUp Rate 3I.f9 pf 31.Wpf a'.TM A614 3814 NUp Rite SL67 µf L.67pf actin Tap 16106 ZH-14 NUp RA, 51.67pd 51.67pf Min Automated Load Case W3: M WFRS{Mm Dn) Dimtwed Inds Mndn 1 im1 Imim2 Divoim Sp Sunlmi 541m WhWidh TT D¢o MI" NUp Rah 20,f 20pf Min Automated Load Case W4: C&O(Suction) Cordoned Loads Merrier Umiul I-nim2 Dinnim Spud Slag lad Fill lad ]lib Widh Top Dan S70 NUP RW 117.75Rf 117.75pf Min TT SM 1nm NUp Rah 71M,r X51'r min Tap ]am 1&1a6 NUp Rah 11775pf ID.75pf Min Tap HI 2 20 NUp Rate 67.14pf 6¢14 pf Min TV SV` 3&7-14 NUp Rah W.14pf 0..14Rf Min 1)This Miss has been designed in accordancewith ASCE7-05.145 mph, Exposure C.The building is Gable/Hip with Building Category IV (I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure ams: Enclosed, OC Zone Width 9.30 ft. The left end vertical has not been exposed to windAbe right end vertical has not been exposed to wind. This truss is an End Zone Truss. This Miss is not in a HunicaneProne Region. Load Combinations Ind Cmiv Fsfar DI I'm �3=Df_G1 Lm0 3 DI�WJ I.mO r._5 DI}a75W3}B.]SGL - - - 1.®"-'^-'�`1 5 DIaa75 Lm0 6 LLE.DI+W2 _I -- > a6 DI♦W2 I Member Forces Summary r.Neiw�ue:Me�roem,a...es1.�m.wmfms.om.mnr.fuaifmrt nwn�.vimr 1 GUSSET PLATES Additional Notes: The end of every chord segment shall be braced laterally perpendicvlarto the planeof the truss. lateral bnvxs shall be instal led within 6° of the end of evil chord segment. Indicates lateral bracing required perprndicularto theldme ofthetmss.A single symbol of this type indicates amid-point.Two symbols ofthis type indicate braces; at the third points.The numbain parenthesis is the largest cmmpr ssiveforce on the web. Page 394 of 570 AI UENERt NOIFS OFMIS DRAWIMPACKAGES1W 11ECONSmFRm ASAN bYD1'RALPARTOF7 SCOMM.N DFSIGNOOCU .NOIE7HATTHE CaDL9on EnginC.ing PROFEts10NALENGINE➢4S SF JMICAMSONLYTHATTHETRUSS ASSEABLYSHOWNONTHLS S=MEEIS]HEMWDfIRAAPPIlCAR1EDFSIGN CRITERIA FOR IMC-Cm1 THEI➢ADS, MADMG COMMONS, MUSS AffM3M CONFlGURATIONS. AND SPANS l2SMD ON Me SHFHf. Lon no c CO mat rcld I-2 a3 a]n a41s nBL lh. 9.T5114 H.4U 14114 64.®116:1 <s 0.491 aszl 9.nfl lh ].]nl led (a4E1b156 1-3.Tnlbt 6'I oral n4D 7.4nJlb as221h (dD11L1 111n IM1 ]8 89 a4P am a9171b: z6W lb (25W I6.) -1.41IIk) aCM IDII an nld IbU a5ll A9f11h. 1615 n9S5 -Abl]Ib 1617 ap/4 -11.4N Ik 11�12 a512 -2CW Ih Ills ab41 d5II14. IS16 nW3 -I I,Ofllh I}IB a284 -15851b Weln 1-18 am bPAlh (-RUa Ih1115 ¢825 24ll lh (bN1h1613 axB 17LI Ib (-1.16]141411 ¢iDl dTAIFe 1�17 aBiB d2511b CIS ¢� -219216 }13 a810 -19IIIh 41n n8D S9K Ih (-a1461b) LI] a9J5 2Y161h (-LIYBIdI 614 a]II 4.6S91d (-LAl lhl }12 aBl1 a7Plk (-LpAlhl bl6 alb dmlh F1®Ih) SI4 6951 -1.f911G RI2 a®7 -S4I51W bl6 a215 -1f01b 614 ¢7® -23151k B11 a92 67>31k (1IIJiha1 A. Cameron Engineering Truss: T43 ANT. Phone: 303 800 6750 ]obName: SURG Key Build®System Bradsc run@yahoo.com Date: 09/26/10 13:45:09 KeY Tmss® System Cee 6.018 Version: 1.183 Page: 1 Repoli: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 0-" 1-1-13 1 48 in 474.9lbs ~- 5-2-10 _ 5-3-2 _ 5-3-2 53.2 4-0-15 _ 4-0-15 _ 1 ~ -~ 4-7-15 _ 5-10.3 1-1-13 5-2-10 105-12 15-R-15 21-0-1 25-8-0 30.345 34-11-14 —~— 40-00-1 9-0-0 9-0-0 0.5-13 2 3 4 5 ]5 6 7 15 8 9 19 R] <) 95 a14 17 16 15 13 12 11 18 10 0.0-0 0-0-0 5-2-10 5-3-2 5-3-2-7-15 4-7-15 4-7-15 5-10-3 5-2-10 ID-5.12 15-R-15 1 21-0.1 25-B-0 30.3-15 34-11-14 40-10-1 Syvrex lere(afimium od. C vviv naonteis91t,jrtd "Fane�ax"irv4eues lh vrt:r6RI05D5 fAB04tilven rsµrely ve atlQlh nnrhr. E'icM1wlie irttica4x llc lu]LcrNfrtgeme pnmL Wlee mrmimlimea we©IledmmWx mforff dawi�al9ae is rsµroi Re(vlo Gemil Nan efffco (afivthrclmi(im)im pllgveNe[Fm Rrf>'Icmis rdcWWM1e1h 19MA15I5p'fmim frtCtldFunMS4cl IXxigr MwidWn fatererslvci�mR'IS'mrt M'awnlmRmr Ng n°TAn of A'16'mnlvexM1 alm r( alxl mra'le6 CSI Deflection L OW) Allowed amet9) IL0.11in LIM (M) LIM BC': RWIB LLUPin LIM (oB L1391 W& asoic.13) in UP MIM 10 MIT TC CaniaeuclyD� =OHM-U) Cw/OHIL(WOIin MI999 19 MIT BCPtiinsP in,-Qin H—TLomin 19 Reactions Summary JT LC BC BitWid R.I. 11 JT RC Maz R., M Qnn,uifift M.M msu ifl MUC6.'D iR M.0 ill Mix Haix 18 Pin(WL) I I 2in I.Y91m 18 I I= �Z Id ASA Rw A=-3.9RIIa 11 RRdIML) 1 1 Sin 201411% 11 1 4.02D -zMi In A.81911m A8191d 18 A.(WL) 2 1 2in 2'@Id 11 HRon ML) 2 1 N. 4.020 Ih: I9 Pin ME) 3 2in I.W11: 18 Pin ML) 3 1 2in AN IHH 11 HRAI ML) 3 2in 1.7MIIW Itl Pin WL) 4 1 2in 2382 18 Pin ME) 4 1 2in A31m H 11 H Rd1(WQ 4 1 21. 3.2iEne Page 395 of 570 ALL GENERAL NOTES OF THoiDRAWNGPACKAGESH BE C0NSU)EREDA MUUEGRALPART OP1H6 COMPONUTDESIGNDOCUM NOIETHATIHE CameloHEngineering PROFESSIONAL FNGMEEt'S SPAL WDICATES ONLYTHATTIETRUSS ASSEMBLY SHOWNONTHIS SHFETMFE'IS THEFONUfUM APPLICABLE DESIGN CRFIFRM FOR 175JCme CaN T WA S.LOADWGCONDHIONS.TRUSSBff MCONFIGURATIONS,ANDSPANSWJ ONTH15S=.. Ingme. CO e•W3 > Cameron Engineering Truss: T43 - � ' LL[ �m Phone: 303 800 6750 JobNarre: SORG Key.+. yste Br4dscarneron@yahoo.com Daze: 09/26/10 13:45:09 KeGTm s®re System Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot' SPAN PrrCH QTY OHL OFRi PLYS SPACING WGT/PLY 40-10-1 0/12 1 0-" 1-1-13 1 48 in 474.9lbs 18 P.n FVQ 8 1 tin II HRA] WQ 8 1 tin Loads Summary Load Cue Lrl: Sid Live Load -3,01IN H -9.819l B. Cm Da 1`9 D,f OR.f min Load Cue DI: Sid Dead Load Tw Cm D— Rdke I0 f IDpI 4a,n Page 397 of 570 Btl Cm D.m Raw IOIsf ID Hf 48N A GFNFRALNOTESOFM" DRAWING PACKAGE SH nFR E CONSIOED AS AN!`JWG AL PACOM PART OF TIES FON DESIGN DOCUMINL NOI£ IHATUIE Carremn Engineering PROFESSIONAL WOR,1E➢IS SF DIDICATFSONLYTHATME'IRUSS ASSEMBLY SHOWNONMIS S=NFEIS WJEM INIM APPDCABIEDESIGN CRUMIA FUR 1753Coe Cam THELOADB,WADE:G COWMONS. MUSS MEMBER CONFIGURATIONS, ANDSPANS LLSIFD ONT SHEEE rapiv4. CO@)Km Cameron Engineering Truss: T43 = Phone: 303 800 6750 - 3obNarrc: SURD .aRpuxuc KeyBuild®System Bradscamemn@yahoo.com Date: 09/26/10 13:45:09 KeyTmssO System 0e6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 0/12 1 a." 1-1-13 1 48 in 474.9lbs Automated Load Case WI: M WFRS-Left(Up) Distributed Inds Tay 4111-14 Automated Load Case W2: MWFRS-Right(Up) Dimmblued loads Automated Load Case W3: M WFRS-(Mm Dn) Rake Rake D'smbuled loads Mew L 2141 I� al () Up Rp Slvn cud F za Tnb WidM1 TOP 961 431a1 NUp Rake 2%,f 2@Ivf am Tap 40101 dl-ti-14 NUp RNe m.8 p:f m.SB pf as in Automated Load Case W4: C&C(Suction) Dim7wted loads 1)This musshas been designed in acentua with ASCE7-05,145 nlph,Exposure C.Thebuilding is Gable/Hip with Building Category IV(I= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosun:Qass: Enclosed,OCZone Width 930 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This muss ism End ZoneTmss.This mass is not in a Hurricane Prone Region. Load Combinations Member Flares Summary ren<i�s4ma:MmeQm.ea.csl.�m.adalr (ao.m.v_r vslr 6mnamaadefvm) MW 1-2 2J 14 OSm an a]n z3mIh - lnelh 4MN (-1181b) (-2Zm Ih7 (-26EIFe) 4s 56 W7 am n3A a319 s.11tllb 11651t 4.ASIR 1-2519t41 1-z®Ihl (-28m1�1 id 89 919 nm am aim 2i�lb ;mllh 621k rR411p) (01 BCM IUIk alA olEe Ib13 a® 1.iplltr. (-X9tlhal 1115 a2H 26IIIla 1-I�I ih) 161] n4M I.S411� On IIa) 11-12 a$1 491]Itr. Ib61tr.11114 aDl 25D I4 (-LBAIbI ISI6 aW 2ZR 14 1-I013 1}III aMl 19M lh (ON) Weln I QM 4D81tr lL]Ik 6 01tl 6113) a.`AIl LSN Im (-.SST 16:) Y11 a(BI 4.93116. (%Alh.) mS nM bI5 .1 Z. (.Ib) a836 -226IIta YIO ¢md 4MIk b1] aA5 52141h (-2NEIhe1 414 abet or lm (�J621k) TI2 a6'HI d.S5314 (-1.9SS Ik) bl6 0.]46 3.NAItr. 114 OM {OIL B12 am d54i1F< 116 R818 115811a (4,3851me1 614 On I.I3611a Em516;) PII aW R59l ad (-16'Mlla) GUSSET' PLATES Additional Notes: Theend ofmcry chord segment shall bebrxW laterally perpendiculartothe planeofthenuss. Lateral burrs shall be installed within 6"oftheend ofeach chord segment. 10 Indicates lateral bracing required perpendicularto the planeof the Lass. A singlesymbal ofthis type indicates a mid-point.Two symbols ofthis typeindicarebrams at thethimd points.The numberin parenthesis is the largest compressive foam on theweb. Page 398 of 570 IIAILGFNFAALNOTESOF'IHLSDRAWWGPACK GESFI DECONSR)EREOASANWIEGRALPARTOPTHISCOMPONF DMIGNCOCUMIN..NOIETHATTHE I ra.mun Engineering PROFESSIONALENGP1Fflt5 SEAL WDICAT60N1( TNATTHEMUSS ASSEMBLY SHOwN ONTHIS SHEEFMEEIS IHEMWIMUM APPIICAUIEDUW CRMER1A FOR 1]SJCae C. THEWO.LOAOWGCONDMONS.TRUSSMEMBERCONEGUR MONS,ANDSPANSLL=ON]HI.SSHEET', malmvGCO®9E Cameron Engineering Truss: T44 LM[ystem Phone: 303 800 6750 JobName; SURG .f Key6H11d®System Bradscameron@y ahoo.com Date: 09/26/10 13:45:10 Ke}/Ituss® System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 34-9-4 0/12 1 0-M 0-0-0 1 48 in 414.5Its I- -- - 5-2-10 - )._ — 5-3-2 —�— __ &3.2 5-3-2 _ 44-1 _1 47-1 4-]-1 5-2-10 10-5-12 16&16 AM, 254-2 30-2-3 3494 9-0-0 9-0-0 3-3J 2 3 4 5 Ir 6 215 7 6 I. 5y 15 14 13 12 115 10 16 9 0 0 0 0-0-0 5-2-10 53-2 53.2 5-3 2 4-7-1 4-7-1 4d-0 5-2-10 10-5-12 15-E-15 21-01 25-7-2 30-2-3 34-B-0 CidaW. fuumcma in wed. Syrue ini. fd—. i—Irnk. "Fmtam"ialmta IN, nmhrd610SM5 oiml a mpiireE et oe eNoflle=m r. E wwia iaa tM miner do'emn Pyi WNn,—aiano anre mllMuz mOuc 6nwinb vyou ix mfWnd RCRrmG ,W Nanfafnnlnrclwi8cnim A11a vae slnu ferfulereris mlcWwalpalh 19i6AISI SluifwBmfv CtlAFmIlee Suet Dail9e Mnirvuinfale�erspeimaWl6'nin Mvinvinhsum N9e rM[inW Lib"ruin to cwM1zh d sed mrt M CSI Deflection L/ 00c) Allowed W : Q92)(8) ' (12in L/M (45) L/M BC: Q] 0&11) U QWin L/9A (65) L/YQ Weh Q915 MRS Hm TLQOtin 6 TCCmimenlyBniW BC PWin$vci,-Q in Reactions Smnmary IT T w m BiRWU R.im I IT BC M.0 R. Mu GmvU iR MUMWFRSU iR M C& U IR M.Uilift MU Hmz 16 Pin(1VL) I 1 U. IMIN 16 1 2NJ Id zMft AWN AwIN -tMld ' 9 HRdi MU I 1 2in 1.4H IN 9 1 28111d-1.95I1Ia-5.601d -5,6WId 16 PinMLi 2 1 2in 2799Id 9 HRtli MU 2 1 2in 2811 IN R Pin(WL) 3 2in 1.14 Id 16 Pln(WL1 3 I 2in wR IN 9 HRdI(WL) 3 1 2in LNI IN 16 Pin(WL) 4 1 2in 248Id 16 Pin(WL) 4 1 2in -E IN 9 AR lML) 4 1 2in 2PSId Page 399 of 570 AILGFNFRALNO OPTH DS WWGPACI(AGESH BECONSmF3tEDASANWIF.CRALPMTOFTHISCOMPoNF DMIGNOGCUM ..NOIETHATTHE (dme(On E•nglneering PROFESSIONAL ENGW SSFALWDICAlE50NLY'THAT'TMTRU55 ASSEMBLY SHOWN ON'IHLS SHEET MEMS THEMINIMUMAPPUCAB1EDESIGN CRITINA FOR 1753 C. C. THE WADS. IAAOBJG CONDITIONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS USTEO ON THIS SHem Lnn ne. CO Rose Cameron Engineering Truss: T44 Q1P - Phone: 303 800 6750 m lobNae: SURG cvrtewu KeyBuild®Systernem B[HdSC2ifleroD@yahoo.com Daze: 09/26/10 13:45:10 KeyTmss® System 0ee6A18 Version: 1.183 Page: 2Df4 Report: Eng Plot SPAN PUCH QTY OHL ORR PLYS SPACING WGT/PLY 34-94 0/12 1 0-0-0 0-m 1 48 in 414.5lbs 16 ( 16 Pi.ML) 5 1 2b .ssllax 9 HRdIMW 5 1 tin I.3416. 16 Pin ML) 6 t tin -2]91Li 16 Pin(WL) 6 1 tin 801b 11 9 HRal ML) 6 1 2in -1.5671H: 16 Pin(WL) ] 1 2in -25H Ia 16 Pi.mu 7 1 2m d I5 H 9 HRal ML) 7 1 2in -1.4131M Page 400 of 570 All GENERAL NOTES OF THIS DRAWN'G PACKAGE SHALL BE CONSIDERED AS AN EdIEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE MAT THE Cameron Engineering PROFFSSIONALFN[HNEE'S SEA. WDICAMS ONLYTHATTHEMUSS ASSEMBLY SHOWN ONT SHFLTMFPIS THENUNMU APPUCAB1ED61GN CRUERMFOR 1790vrec. THELOADS, LOADING CONDTOONS. TRUSS MEMBER CONFIGURATIONS. ANDSPANS LLSIED ONTHLS SHELF. Um CO®HN Cameron Engineering Truss: T44 Phone: 303 800 6750 3obName: SURG Key Build®System Bradscam mn@yabw.Com Date: 09/26/10 13:45:10 KeyTmss® System: Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OWL PLYS SPACING WGTTLY 34-94 0/12 1 0-0-0 0-M 1 48 in 414.5lbs 16 Pin(WL) 8 1 2in -2M lb,H 9 HRdl ML) 8 1 2in S.650 Rn Loads Summary Load CaseLrl: Sod Live Load DiSmubed leads MnM I¢Yiml Lvlim2 Dirtnim Spca slw lml End Itib WiM Tin Cm Dann Pis 29'r 111'f min B. C. D—n PHI Opf ORf min Load Case D1: Sod Dead Load Distribu¢d leads W kr I niml tmim2 Direnim Sped a. lml FN latl Tnb Widb TAP C. W.m Ralx IO p:I IOlsf Qin B. Cm Dawn Rt IOZ IOgf Min Page 401 of 570 ALL GENERAL NOTES OF THIS DRAWLNG PACKAGE SHAH. BE CONSIDERED AS AN It1ECRAL PART OF'IHIS CO6WONENT DESIGN DOCUM .. NOTE IHATTHE Cameron Engineering PROMSIONALENGWFFRSSE MICATFSONLYTHATMEMUSSASSEMRLYSNOWNONTIn.SSHFErM1ff£ISTHEMIJLNUMAPPUCABLEDBnNCR="MR lm3 Con MEWADS.WADWG CONDITIONS, MUSS MEMBER CONFIGURAHONS. AND SPANSLL ONTH6 BEEBE. Ln na.CO ffiAD Cameron Engineering Truss: T44 �,A t Phone: 303 800 6750 JobName: SORG J. KeyBuild®System Bredscanleron@yahoo.com Daze: 09/26/10 13:45:10 KeyTmss® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 34-94 0/12 1 a-" 0-0-0 1 48 in 4145 Has Automated Load Case W I: MWER&Left(Up) D oriimed loads I, In GIVI NUp Fa 51.6Ip:f 51.61nr Min TT 2141 1194 NUp RV 3).f9Pf T09pf gain Automated Load Case W2: MWERS-Right(Up). Distributed Inads Race 51.67, 51.6]I+•f 48in RW Nntp:f ZIM6mf 48in Automated Load Case W3: M WEBS -(Man Dn) Distrlbined Loads MmYzr I_o.I Immiml Di... Svrm Slanlm6 FM 1. 1 Tibwiah Tap 2141 N94 NUp Role 203pf 2061e1, 48in Automated Load Case W4: C&C(Suction) Tap 9 10 Hal NUp Rs4 6914p:f 69.14,f actin Tap 2141 297-1 NUp Rah 117.75mf 117.75mr Min TT 574 %94 NUp Eno mnlnr m75pf ecru 1) This truss has bean designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure ©ass: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vortical has not been exposed to wind. This truss is an End Zone Truss. This uuss is not in a Hunicane Prone Region. Load Combinations T tle inBralm': McMer m. mu CSL,wlvual Wa, Imo m,n. fa¢ifNR fmn,ma vial Wad 'ICM 1-2 13 am 'W 255316: 4.SMId IJ.4m 1m) -23fbld) 34 43 am am 5.WIN Sun In (-Zmun) 1-2]151k) 56 0 0.551 ami am 6 11I (dml I-) (-Ioauv) 7a R914 4.9121M (-24911d) BCM 410 aim 01h. 11-12 U619 -0,S411h. 1314 ON 2M61Ia (-1.8191d) IS16 U413 2'Al 1% (Ban, Jon U7N -0,3631b. ILI3 M J.4511h. 14-IS 0.451 1.403 (-TG I41 Wed r-16 0.f5 5,219IN (-2B,YIm) 314 Ursl 3.H9na (-1,I561k) 111 UM] -1.9111m }10 U915 3,]tl11Ea (-1]611M) I-15 ow 3,9,TId 313 am -25ffiId 612 0.'>Y1 2193Id (-2a41d) 610 0.m6 -56121d 315 0.MI s.i4ald (-26151d) ill ¢8A IARId (-]4911a1 611 U211 4lild I-x191d) M am S'm8 (-2N21d) 2-14 UWI A249 an S13 0.613 Lm]Id (-0ffiId) 7-11 0312 74 IN (-9121d) l4T TRSAT PT ATRQ Additional Notes: Theend of every chord segment shall bebraced laterally perpendicularto the plane of thetruss. Lateral laces shall be installed within 6" oftheend ofeach chord segment. Indicates lateral bracing acquired perpendicularto lheplane ofthe truss. A single symbol of this type indicates amid-point.Two symbols ofthis type indicate braces atthe third points. Thenumberin parenthesis is the largest compressive force on the web. Page 402 of 570 II PROFESSIONAL BRUEEIRS OF scuwDICAi8 oNY71ATTHEIAINAS ASSENOLM AS T SHOW ON THIS SHii Tnv£SIS THiE MUMI APP�CAB�D61GN c7RBERU MR CanneramEngincefing II THE WADS, WADING CONDMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SHBEf. IRi Cure Con Cameron Engineering Truss: T45 _ iuvuc Phone: 303 800 6750 lobNamc: SURD KeyySystem FSystem Bradscalneron@yahoo.com Daze: 09/26/10 13;45:11, KeTm KeyTmss® Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11-6 0/12 1 0-m 0-0-0 1 48 in 456.8 lbs —0 _ __5-M _ —~ 5-3-9 J' _ 5-3-9 5-3-9 4L-8 +---21-2-3 ----{ 44� 44-8 0E-7-12 5.3-9 10-7-1 15-10-10 25-6-11 2311-2 34� 3-10 30. 1-6 9A-0 9-0-0 3-6JP&7 2 3 4 5 n o5 14 6 15 7 8 9 0� Vim 4156 17 16 14 13 12 1110 18 5-3-9 5-8-9 5-3-9 4-0 6 4 4-6 4-0-6 0-0- ZO 53-9 104-1 15-10-10 21-2-3 25.6:11 29-11-2 34-3-10 -11-6 Cirtles infrse falemmminwxk. 5gmn imicme faRrtrwnin do�6. 'Fnlcrers irt8rates 0e mvr8cRaio50.5 (AISO faaoas mpurtd al ae cNRlle mrtdec Ea6 vnl�s iNlrain lk nrthr JAmerers regimi Wlere ca.[aimgale nre eJlmm mOvs mnwi� agme is mµml Refnlo GverW Noes (v Nlkrclmifcnim Allvunblc rkntivfflstertis ralcWalNlalk IW5A1sI51eilenlim fv CtldFmm154cI CRips Mvinvnfa<IwSµcinBL Nl6' min MW�etin falerereQ imgnal A'16" mnfu exM1 Slm Q slxl mmaai CSI Deflection IJ (10c) Allowed 'IC: 0.9b(BI MQ2in LIM (45) L/2U BC: 0.]25 (1611) U amin LIM (45) LINO WCN 0.982181p HmTLOWin 6 m cmidanly Bnuml BCPW nSlvcigs-4in Reactions Summary JT w BC B Wid Ream. IT RC MUR— M GmvU ifl MUMWFRSU ie M C&CU ill MUU iR MU Hain IB Pin ML) 1 1 2in 1.4111k IB 28131k-2Milfe g91911n -0,9W Ik-ZWIRtr. 10 HRdl ML) 1 1 2in LQ`Rn 10 1 28D IM-201E@. 5.wft1 -Sw lfc IB Pin ML) 2 1 2in 281311a 10 HRI61 MQ 2 1 2in 2®11n IB Pin ML) 3 I 21n I,m216s IB Pin lWL) 3 I 2in i R:H 10 HRdl ML) 3 1 2in L39Ifa 19 Pin ML) 4 1 2in 24Y)Ik 18 Pin(WL) 4 1 2in d31feH 10 HRd] ML) 4 1 2in 24161M Page 403 of 570 A GENFRALNOIESOFTHLSDRAWNGPACK GESHALLBECONSBIEREDASANINIFGRALPARTOFTHLBCOMPo DESIGNDOCUM ...NOIB'IHATTHE Cameron Enginmdng PR0MS10NALFNGPIQ-RS SFA ICATES ONLY THATTHETRU55 AS5EIBLY SHOWNON IW.S SHFETMEEIS THEMMBIUM APP1ICAmEI)MGNCRIIFAIA FOR 1753Ca cdd THE LONE, WU)MG CONDMONS, TRUSS Fff 01 CONFIGURATIONS. ANO SPANS LLSIFI30NTHIS 5H .. La�Co mDJ Cameron Engineering Truss: T45 -�rNF` Phone: 303 800 6750 JobNane: SURG Key Build®System Bradseameron@yahoo.com Daze: 09/26/10 13:45:12 KeyTmss® System Ox 6.018 Version: 1.183 Page: 2of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11-6 0/12 1 0-m 0-0m 1 48 in 456.8 lbs IB Pin(WU 5 1 tin -AIb:H i. 10 NRdi(WL) 5 1 tin Lmft6 18 Pin HYL) 6 1 tin -2ml6 18 Pln(WL) 6 1 tin 4V518s H 10 HRdI (WL) 6 I tin Q®.Ila 18 Pin HYL) ) I tin -25671h IS Pin (WE) 7 1 ]in 3 lftz H 10 HRan (Wq 7 1 tin -LSN lb Page 404 of 570 A GENERALNOTES OF7TH6 DRAWING PACKAGESHA BE CONSIDERED AS AN INT RALPARTOFTHIS COMPONFNTOFSIGN DOCVM .. N01ETHATTHE Camemn Engineering PROF651ONALFNGWEERS SF WDICA'IES ONLYTNTTHETRUSS ASSENUILY SHOWN ON THIS SHEEIM1ff£IS THEMWIMUM APPISABIEDESIGN CRHERM FOR D9CvreCM THELOADS. LOADING CONDEPONS. MUSS MEMBER CONFIGURATIONS. AND SPANS IJSTED ON TIES SHEEP. lalAm4. CH aLN Cameron Engineering Truss: T45 �i `lh C - rwrzSyst.�uc Phone: 303 800 6750 IDbN�an a SURD KeyKeyTmsystem BTHdfiCffifleron@yBh00.Cgm Date: 13:45:12 Ke}?mss® System Gee(i. 1 Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYSSPACING WGT/PLY 34-11-6 0/12 1 0-0-0 0-M 1 48 in 456.8lbs e IB HPin(WL) 8 1 tin -2SW IG.H 10 Rdi(Wy 8 1 tin-5,5631� Loads Sununary Load Case Lrl: Sul Live Load Dianbuted load, Mer Laniml L LIM2 Direlim Sm S. and Tie Wimn TV Cm Cex P9 Alsf M,f mi. eo Cm Dam Pma' U'f OPf 481n Load Case DI: Sul Dead Load Dimlb.W load, hems ..:,Lim I l "im2 M im S em Sun lml EN lml T b W Mih Tap Cw Dam Rda IOIFI 10,f 481, B. Cm Dam Rd 10 Pf 10,f 48M Page 405 of 570 A GFNFRALNOIFSOFTBISORAWPIGPACK GESHALLBECONSBIFAEDASANW RALPARTOFTHISCOMPONEM'DESIGND UM ..NOIEIHATTHE Carve nEngrineering PROFESSIONAL ENGINEER'S SEAL INDICATE, ONLY THATTHE MUSS ASSEMBLY SHOWN ON IMS SHEET MEETS ME NUMmM APPt1CAB1E DESIGN CRM]UA FOR 1153Can Con TBE WADS. LOADING COMMONS, MUSS MEMBER CONFIGURATONS, ANDSPANS LISTED ON TIRS Slffim Lm .CO msH .. Cameron Engineering Truss: T45 cnxrm�Raua Phone: 303 800 6750 dobNams: SURG KeyBuild®System Bradscamemn@yahoo.com Date: 09/26/10 13:45a2 KeyTmss® System Cce6.018 Version: 1.193 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 34-II-6 0112 1 0." 0-" 1 48 in 456.8 lbs Automated Load Case WI: MWFRS-Left(Up) Dembmed lands Tm IB60 21-L3 NUp Ralx 51.671f 51.67pf ain Tap 21-23 3Y Io NUp Ruk r69p:f "69'f 48 in Tip 34110 WI.6 NUp Rot 51.67pf 51.67p:f Win Automated Load Case W2: MY/FRS-Right(Up) Disinbuadl ds TT Ono 2&3 NUp Rah 51.67tuf 51.67 p:f 49in TT 21-M3 3L 10 NUp Rah Nmp:f 2403pf Win TT Yl 10 3111b NUp Rat 51.67p:f 51.67 pd am Automated Load Case W3: M WFRS{Max Dn) Distributed lands Mem4[r Ivaliml InWim2 Di.im S—W Sln lred Etl 1®d Tnb Wid6 Tap 21-L3 N310 NUp nnh 204Ief infpf 453n Automated Load Case W4: C&C(Suclion) Dism'Mmd Loads lap Y 10 21-2-3 NUp Rnh (9.14pf W..14p:f Win Top 21-83 593 NUp Rake 117.75 Fif 117.751ef Win Tap 2993 34110 NUp Rake 117]5pf 11175pf Win TT 3110 3i31d NUp Rake (9.)4pf 0914pf 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 (I= 1.15).Mean Roof Height 37 It, Overall Building Dimensions of93 It x 102 It, 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 Anne Region. Load Combinations W3 Member Forces Summary Tauesn§ n:Mc4mm.na.cst TCN 11.2 Q%S 2599Ik, Ban 57HIN 0.867-2<8516: 0887 1.4611hs Q613 I.00914' r6t IRM 21a9MIA r7C9 bun —aunt f—) 614 0701 2114RN (-VI IN)l 612 6653 4WIN 613 at% WIN (-MIN) 611 RISC 71I211M 7-13 Q2W 5431h (411 IN 910 a= -5111h Additional Notes: The end ofevery chord segment shall helmeted laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Indicates lateral bracing required perpendicular to the plane ofthe truss. A single symbol ofthis type indicates a mid -point. Two symbols ofthis type indicate braces at the third points. The number in parenthesis is the largest compressiveform on the web. Page 406 of 570 IIAIL GENERAL �CONFIGURATIONS. S�mPcsnCrsnwI ngPROSIOc000sIDsESuemMETSSAssSHOWNniuETHHeMnevucna�ticcrlxMR Ic—C.n awcNxus�N ssi�T tmc Cameron Engineering Truss: T46 --. PIL Phone: 303 800 6750 3obName: StRG KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:45:13 KeyTmss® System Cm 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11-6 0112 1 0-0-0 0-0-0 1 48 in 4162lbs 5-3-9 --)----10-]-]-1�— ___ 5-3-9 5-3.9 4-6-11 4-6111 4A-12 ---——25-6.14 5-3-9 15-10-10 21-2-3 30-3-10 34-11-fi 9-0-0 9-0-0 5-2-7 5-2-7 2 3 4 5 " s ix4 D 6 12 5 7 8 7 ,6 9 914 MIT 6 15 13 12 11 10 16 9 0 0 0 0-0-0 5-3-9 4-6-11 5-1310-910 4-6-11 4 7112 5-3-915- 25-3-9 21-3 25-8-14 303-10 34-11-6 Cirtlu iNrole faslertmNin wed. Sgae irt6rnefurerermgindmk, "Fartcrcn"iNicLn lh nnhr N/IBSDS(AI511 (ataen mlm ivrolm oc rnJNUc rtrnht. ESM1 VWm intiowlh vdvdluleren mpv'� Wlert mv[vaimpals ue a11No4 mIkR dewi�D epaeis mpiel Refvro GvaW Nav fa fwtMAnnfimiim AIIm6atle slcv fcluiereris c0mlaW paac l9MALSI31cci0cuimla CddFvnal Sivl naips Mdauin fulerers�ei�¢v9'16'�n Mviaan fulercredd mugna Wl6•min fa esM1slen d' avl mvttlei CSI Deflection L/ 000 Allowed IC: am(F'a 11:omin L(9) (465) L1240 BC: awlUDIE I Brain L/9B (45) L/W Weh a891(4U) H—M am in 10 TCC in IyBrad BCP bSPai,=Min Reactions Summary Ir LC BC a Wia Realm Ir BC Max Ren Ma.GarUdfift Mow MwFRsu in M.C&CUnlin M U in M;u Han. 16 Pin(WL) 1 I tin TAW IN 16 1 28121h -27MIN 4906IN 4.Bbld. -1,)M IN 9 H RdlO L) 1 I tin IARIIN 9 I 281DId-2]651h AMIN A MIN 16 Pin WQ 2 1 tin ZE2Id 9 HRNI(WL) 2 1 tin 2001d 16 PIn(WL) 3 1 tin I,381Ih I6 PInMQ 3 1 tin -1 IN H 9 HRna ML) 3 1 tin 1.367IN 16 Pin(WL) 4 1 tin 244211n, I6 Pin( ) 4 1 tin 211W H 9 H Ran RQ 4 1 tin 24251d Page 407 of 570 ALL GENERAL NOTES OF THE DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PARTOF'ME COMPONENT DESIGN OOCUMFNI'. NOTE MAT THE Clnemn Engineering PROFESSIONALEVGNERS SEALWDICATES ONLYIHATTHE'1RUSS ASSEMBLY SHOWN ON ME SH N§EE7ETHENSSIMUM APPIICABLEDFSIONCRIIFRIA FOR lw US)CmeCm1 TIEIAADS. LOADING CONDMONS. MUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON ME SHEEE I CO Bar; W:�nCameron Engineering Truss: T46 , Phone: 303 800 6750 JobName: SURG ��' KeySystem Bradscani=n@yalioo.com Date: 09/26/10 13:45:13 KeyTm eyTmsS@ System Cee6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN P1TCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11.6 0/12 1 0-M 0-M 1 48 in 416.2Its 16 Pin l L ,n 16 PinML) 8 1 tin LWINH 9 HRdI ML) 8 1 tin -0.MIN Member Material CSI Bracing Max P TyCN I-5 WI@-9I (SOMU U515 Sbanw 5813IN 7m�sJSJ' [0Ri1615k(A1k'B). ages levlvl�41].41 k T,CM11'/b 1A616i64 (SObI) 0.7fl Shwl� Rd Cm9_16 mrs l6'p�(�6i1 Q'N.1�"'�48inaC _3.%llb: W61.16 mlaa 1(Mbi) am Uni—I SIXdls. 0.F70TP+afFlme:(D (-�]6'Ilh) :£S4'�IN'z WebzE Wm162.91('Aki) am UnNnM S,SN Its WibL13 j6]S)62ffi [SOtall_, 6;842„„�D7.d0W(D[4an16..1' <,0351 Web314 mslc-meoA a 0.8]4 U� 3,PSi '. WcU31a SDS IQ-_q M tip _ _.. _. UnibaeA -Z3 IN' Web113 36S16331Ski) 0.89I llM 1.4 ft ww'f)3 ]6'61613i_p—M Q612 U sa1'. 813JIe _f Web 11 6a0.S16b51Wki) am Utl -1.6A IN Wib411 J6$IR_31 (llfii) R(0) =Ui NnnA 36S162;0MD.1 0356 11 I.IXA Ih: I'MIN ,W&6 I1 Warp J62s16 net#,_ =_ulna -FnI WebT-In 352SIfit51I.Q�U Moo'w) OR1 flArsed S.ZN Ik W,bM 3 Pa- 0.]1 .Pnl,, meSlS(4<tnbij"—`-"�f1631ft Web &9 my i) J6SI61-54(06i) b]li UNxd 5.1631b; Loads Summary Load Case Lrl: Std Live Load Dnnn- Loads Mew �iml Lm1im1 Diiztim Spend Sunlmd Edlmd Tnb C. Omvn Py ]ap�.f mi. B. Cm B. Dam D,f Py 0)cf Olef Min Min Load CaseDl: Std Dead Load DLaibated Inds mtnb 4niml Luliml Di—im Sind Swl no lvd Tnb Wimh TT C. Ba Gm am DD�m Ralx 10ppf IO pf Rh Bpf apf ain ain Page 409 of 570 A GEIIERALNOMS OF THIS DRAWNG PACKAGE SNAIL BE CONSIDERED AS AN IMEGRALPART OF MIS COMPONEM DESIGN DOCU!4XL NOTETHATTH6 Cameron Engineering PROFESSIONAL WG]FEEFS SF ND1CAlES ONLYTHAT'IHETIUSS ASSEMBLY SHDWN ON THIS SHFPf MF£IS THEMRi1MU10 APPUCABIEDMIGN Mani FOR 17DO.GM MELOADS. W iDN'G CONDmONS, TRUSS MEI4 BER CONFIGURATIONS, AND SPANS USIFUON THIS SHEEP. Lvov. CO SoPe Cameron Engineering Truss: T46 -ene�lIN Phone: 303 800 6750 lobNami SORG Key Build®System Bradseameron@yahoo.wln Date: 09/26/10 13:45:13 KeyTass® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-11-6 0/12 1 0-" 0-M 1 48 in 416.2lbs Automated Load Case W l: MWFRS-Left(Up) ITsmbWed loads Automated Load Case W2: M WFRS-Right(Up) Diarripured Imds TW 000 2S3 NUp RV 51.67ppf 51.0 r Min TT 21-2.3 3(sMo NUp Rile mmpr Ran pr Ie in TT 3a110 #Ilb NUp rat 51.67p:f 51.0'r Vain Automated Load Cue W3: MWFRS-(Max Dn) Diadpacd Toads Minter Ircuiml "im 2. Diiwiim SpcW S. lwtl End Tnb WiBM1 TT 21-2-3 D110 NUp Rrz 205 pf 205pf Min Automated Load Case W4: C&C(Suaion) Distributed Loads TT T3-10 21-23 NUp RNn 69.14pf (9.lap;f min TW 2623 h93 NUp Rik, II71151ef I17]5 pit Min TT H 3 n3-10 NUp Rile 1U751ef I17.75pf Min Tp P jo 31113 NUp Ridr 0.14pf 6a14pf Min 1)Tbis taus hat been designed in accordance with ASCE7-05,145 mph, Exposure C.The building is Gable/Hip with Building Category N (I= 1.15),Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 fi, Enclosure Cl us: Enclosed, CCZone 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 mass is an End Zone Truss. This uuss is not in a HunfcaneProne Region. Load Combinations R ImtlCmN Fnv 1 DI U 3 DH WJ In 0.]Slit 1.00) 5 W3 5 W3 LOm 6ra �6 a6Dr+AF2 Q6DI�W2 LWl Member ForcesSununary TuNcinfin.. CMFIm.nmCSLnwYial( ,(mucmmr.faaifAReremlmn�wial( 1 Whl 11-2 a575 251311r, (-res ol34 a3t) 5,1531n Pxlsusuls6 am Swine (-10531t)17-8 am 3.9Wla 1-15 0.H11 S]ml� 113 Q)m -23RIb 215 0812 ISM (-2&d to) 4U awl 1,4891N b14 Q812 -0.m51Fa S13 Q612 8131% (:T i.4CFT PT.ATF.S arm 1.®1Fe (-Mr1tr) al0 a)m fi4N 11e a356 1.0®Ilx (<Tllkl e9 a]. S10 l,' a815 .1.565 ft Additional Notes: The end ofevery chard segment shall be braced laterally perpendicularto the plane ofthetmss.Laterel braces shall be installed within 6" oftheend ofeach chord segment. Indicates lateral bracing required perpendicularto the plane ofthetass. A single symbol ofthis type indicates a mid -point Two symbols ofthis type indicate houses at the third points. The number in parenthesis is the largest compressive force on the web. Page 410 of 570 IITHEIAADS.IDADWG COON SOd IfCUSSMMFMBFR CONFImG MUSSNS,ANDLYSU LLSIFDONas'I S SHFE MEMMNNMIGMPPUC"UDMIGNCRdr vF01 I%sc.c. Cameron Engineering Truss: T47 �� n B r- Phone: 303 800 6750 lobName: SURG KeyBuildg Sys Sysw,uatem BTadSCanleron@yah00.00I11 Date: 09/26/10 13:45:14 KeyTTusS® System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35.2-6 0/12 1 0-M 04M 1 48 in 549.51hs 54-5 ` __ _54-5, —.._I_ 54-5 _ 5 .5 5-0-5 5-9-] �__— TTF 3 -0 �-3:10AC 34-0 1.3-12 10-510-5=9 16A-14 21 . 5 3 2]-2-10 30-6-10 33-10-10 9-0-0 9-40 fi-]-1 -1 6- 6-]-1 6-0-R 1 2 3 4 5 � 1215 x 6 7 8-12189 916 44 17 15 14 13 12 116 18 10 0-0-0 5 -2-fi0-0 3A010 1.53.19J5 545 108.9 IN54 72An 2 Cialn iMime PIcmwRInrw mha fvNemwNin c#uA.'Hvlwen'iMicues Ih mm4 rfR105D3 (A60 fsuren�gwroia ve mi d'Ih neMv. E'mM1wlre irtticnttt Ik nrt5tt6fuc¢mrz mgired Wlere mrNimdues ore mIIWmmIHc malty Jm �e�18al�e is reGuiroi ReRrw GertrW Ndv Bx fwtkrdvnlWim Allvvatle sk'u ty+fslemie cilcW:nW lalh I46AL515pniiWimfrt CtlJFmroi 8ux1 Caigc M1fi�uin (mlererepeiigv 4'IC min MaimNn lIl�tcmttl¢ muNnal MI6" mnlverl xlvl o' re CSI Deflection IJ (loc) Allowed 'IC: Q8I3(36) T, 0..3in LI4A 150 LiM BC : am(11-12) W 011in Ll9Ml (� L/3W WON Q4)i18.12) H=m alkiin 1 w cwi, mmlYBrumi BC Pm1in S�irg=d8in ' Reacfions Sununaty IT TYN LC Be Bm Wid R.im JT BE M. R. NaGvu ifl MmwMSU Ifl Muc@ uidlfift ssa in Mw Ponz I8 Pin ML) 1 1 2in I4141k 18 I 28Tf 1f _zZim. 4,6N16: 4.6N IN -1.3%IN 10 HRtl1(WU 1 1 2in 1.4MIN 10 1 1w N-IN51Fe <.J661IN Awim I8 P,. ML) 2 1 2in zm IN 10 HRd] (WU 2 1 2in 2I0,41% i 18 Pin(WL) 3 I 2in I.M IN IB Pi.(WU 3 1 2in -21INH 10 HRd) NIL) 3 1 2in I.IiIHN I8 Pi.ML) 4 1 2in 14SSRn I8 Pin(WU 4 1 2in 481mH 10 RHal IWL) 4 1 2in 14511E Page 411 of 570 ALL GENERAL NOIE.S OF IRIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INITZRAL PART OF THIS COMPONFM DESIGN DOCUMENT. NOIE'IHATTHE Consemn Englnwring PROPESSIONALFNGWFFRS SPALINDICA'IES ONLY THATJHEJRUSS ASSEMBLY SHOWN ON THIS SHEETA EIS'IHE MINIMUM APPIICABLEDESIGN CRDFRIA FOR 172C. IJUCaeCM THE LOADS. LOADING CONDn10NS. MUSS FIEMBER CONFIGNNATIONS. AND SPANS MITED ON THIS SHEET. l CO m1N Cameron Engineering Truss: T47 Phone: 303 800 6750 lobNnme: Su2G KeyBuild®Sys(em BrOti5C2inenon@yahoo.com Daze: 09/26/10 13:45:14 KeyTmss® System Cee 6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-M 0-M 1 48 in 549.5lbs 18 m ) I 2m 18 EnMW 5 1 2in -18RSH 10 HRd)(WL) 5 1 2in Lmlft IB En(WL) 6 1 2in -2TA Im 18 Pmmp 6 I 2in AnlwH 10 HRd' MQ 6 1 2in -Zmt 18 Pin(WL) 7 1 2in -260I IB Pin(WW 7 1 2in 301 ftH 10 HRoI 1WQ 7 1 2in -2136@. Page 412 of 570 ALL GENERAL NOTES OF IRIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN D'J(XU .. NOMTRATTHE Camemn Engineering PROFFSSIONALFNGREER'S SEAL WDICATESO LY THATTMTKUSS ASSE14BLY SHOWNON IRIS SMETNEMS THE MONAUM AVELICABLEDESIGN CRIIERIA FOR ITOC—Cam IHEWADS, LOADING COMMONS. MUSS NOWBER CONFIGURAMNS, AND SPANS DSIEDON TICS SEEM, LID .CO Bb01 ` - Cameron Engineering Truss: T47 Phone: 303 800 6750 JobName: SURG rmSpm na uc:. KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:45:14 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PrDclf QTY OHL O11R PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-" 0-" 1 48 in 5495lbs I8 P..(WI.) 8 1 tin-I.Mll1 H 10 HRoR FWQ 8 1 tin Awft Loads Summary Load Case Lrl: Sid Live Load DeUdbNedL.ds Mere lavliml I-1im2 O—on Sve'd, Slw lad Ed lad Tnb Widh IT Cw Daw Ry M" A,f ain Bp cm Dvm ey Darr B,r ceIn Load Case DI: Sid Dead Load Distributed Imds kk� 1®liml I nim2 Di.im spew SIM Lud End WI Ub Widh TW Car Dam RW 10 pf 10'r lSin Ba Cm Dam Balm 101sr H),f 18in AIL GENERAL N= OF MIS DRAWING PACKAGE SH HE CONSMERED AS AN VFFEGRAL PART OF'IHLS COMPONENT DESIGN DOCUMENT. NOTE THATTHE PROFESSIONAL PNGRNFEI'S SEAL INDICATES ONLY THAT`MEMUSS ASSEMBLY SHOWN ON THUS SHEET sl EM IHE MINIMUM APPLICABLE DESIGN CRHERU FOR T WADS. LOADN'G CONDITIONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON IRIS SHEER Page 413 of 570 Cerneon Engineming lm3 CaN Wpdd. COS Cameron Engineering Truss: T47 E a + { Phone: 303 800 6750 JobNome: SURG .� KeyBuild®System Bfadsaamon@yahoo.com Daze: 09/26/10 13:45:14 KlyTruss® System: Coe 6.018 Version: 1.183 page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2.6 0/12 1 0-0-0 0-" I 48 in 549516S Automated Load Case WI: M WFRS-Left(Up) Dimbu¢d Wads Membv I IjnnI Inaim2 Dinnim smm stanl FN Imd Tnb Wiab Try OOU 1. NUp Rite 5L67nf 51.67nf Bin Tap R8a0 2153 NUp Rik 51.0p:f 51.0Pf at. Tap 2153 Vito NUp Rah repf n.&pf Bin by 21d10 SM010 NUp Rate 51.&p:f s1.&nf Bin Tap 33,1610 Isla NUp Rah r(Opt M..&,r Bin Automated Load Me W2: MWFRS-Right(Up) Disnibmed Inad, MOAc 1a-uiml tmim2 Di.ivt S,o Sunlma Oa Lam TdbWiah Tw LIIJ 21-51 NUp Rah 51.67pf 51.67p,f I. Top BOB 2-11-3 NUp Rah SL67 Rf 51.0,f min Tay 2113 P110 NUp Rah NO2pf Amp& Bin TT P310 3i1010 NUp Rah 51.67 p:r 51.67pf Bin TW 33-101D ffizL NUp Rah N@nf Attend Bin Automated Load Cue W3: MW1RS-(Max Dn) Dombukd Imds MI. Iamiml Imim2 Dineim Soea Smt Una! FN lml Tdb Widb Tap z133 V-LIU NUp Rake 203fef 20Lnf Min TIT W0,10 SRb NUp Ruk 203n1' 203nf Min Automated Load Case W4: C&C(Suction) Dimibutedlmds Merthe I iml I im2 DinnSion Spent Stan lmd FN lmi T3Wiab Tap 000 L31U NUp Rah &..14nf &..14nf 6Y in Dp Y310 21-53 NUp Row, (R14,1' 0.14pf at. Tap 21-5d n2-10 NUp Rah 11795pf IL7.75 pf Bin Rp V-LIO DMo NUp Raw, &.Wnf &.14pd at. Top 311010 W4 NUp Rah I17.75pf I7.75pf Bin 1) This truss has been designed in accordance with ASCE7-05,145 mpb,Exposure GThebuilding is GablcNip with Building Category IV (I = 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 fi x 102 fi, Enclosure Class: Enclosed, CC Zone Width 930 ft. noleft end vertical but not been exposed to wind. The right end vertical has not been exposed to wind. This tress is an End Zone Truss. This Bass is not in a Hurricane Prone Region. Load Combinations Ind CmG Fa nr I DI IA0 f=DI Wl 3 DI+WJ 3 m0 I—L=D1 W s D1+Q]SW Lm I 0.6DIa Wz 1.0& f_8a6U1}Wd 1.030� Member Forces Summary TaNe;nsrini,, a m.n—cstina,ava1fi�(aa.Main. Rnrifauemwnpaan,ioI) GUSSET' PLATES Additional Notes: Theend ofevery chord segment shall be braced laterally perpendicularto the plane ofthe mass. Lateral branes sball be installed within 6" ofthe end ofeach chord segment. 19 Indicates lateral bracing required peryendicularto the plane ofthetmss. A single symbol ofthis type indicates a mid -point. Two symbols ofthis type indicarebreces a thethird points.The numbain parenthesis is the largest campressive force on the web. Page 414 of 570 ALL GEKERMI NOMS OF ME DRAWING PACKAGE SHARE BE CONSIDERED AS AN INRLRAL PARTOF ME COMPONEST FIBRIN DOCUM rr. NOTEIIIAT THE Cameron Engineering PROFBSIONWLk%NGF➢tSSEV, INDICATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON ME SmYT MEETS THE MIMfUM APPLICABLE DBGN CREVERIA FOR Imcm c. 111E IAADt,1DADPG CONDmONS. TRUSS MENIBFR CONTGURATIONS. AND SPANS IJSTED ON IRIS SHEET. ( CO sma 'RCN I-z t3 6556 aiil z+t51h AIDIk (-1.4&Ib) (-zLn16:) J4 45 nD8 nA1 51111N s]Izlln F28aI Ih) (.ze131d) 56 a] ae)5 n111 Slw1b 4'IIJIIn (d 100141 IS]141h1 ]9 SA nfID n561 31311tr. 21111a (-LA314) alAhl RCN IaH a3J1 01tr IYu O4n -2dAlla Ibls OAE Q0811n ran a55] L4W Ib (-Lob 141 11�12 nTA -IAIb 1114 651E AYOIh ISI6 nM -iSif lb 5}tS nISS I.ASIb Nlbl Bard 1-le a®2 4.�TIb (-x®Ilkl Sls a6W .xaSllla aD 06fl 3.Sblb 1-1.9AId) Yn a3R -265tlIK I-1] n]e$ -SSUIN 0.15 aflf5 1.4AIba (-]91h) }tl aaH i9Alb ?IO nII2 I.W91h (-L03114) llt n835 SJrtlh (-28N Ihl SRs n46e 4HIE (-391h) }12 n810 41n51h 1-IStllFel ll6 aAI J.6M IFs SI4 a6M d1514 SIS n91J H1414 316 a845 I291b.aN a2ID 6511N (-]61K) PII a®2 ],9DIb. l-0.�llFe) Jr Cameron Engineering Truss: T48 Phone: 303 800 6750 ]obNeme: SURG KeyKeySyslem BradScanleron@yahoo.com Daze: 09/26/10 13:45:15 KeyTn2ss® Tm System Cm 6.018 Version: 1.183 Page: Iof4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2.6 0/12 1 0-" O-m I 48 in 465.71bR 54-5 _ 54-5 _ __ �— 5A5 _ 54-5 _ 1-9-0 34-0 3-0� 5-3-12 _ 54-5 9-0-0 10-6-9 16-0-14 21-53 23.2-10 2fi-6-IDS 9-0-0 8-3.1 29-10-10 8-3-1 35-M 6-M 1 2 3 4 5 215 6 7 8 Ix r s ° e e 125 9 er ex xe n11 17 16 15 14 13a 12 18 10 0-0-0 0-0-0 54-5 54-5 54-5 54-5 1-9-T 34-0 34-0 53.12 S4-5 109-9 16-0-14 21-5-3 23-2-10 26-6-10 2B-10-10 35-2-6 Gales i�Nmn lalen:raur inweFe. Sgons i�ddmefawermninclv&. 'Faaoers Irt6cmes Je nmt�r N®IOSDS fA6pfacwen mµ�dazanWlO<rrtmhr. Fact vane i�Jaea Be mmhrdfaaems mpnn Wlae eorevimpaexdlMw mOBs hvxi� a (A&e is mTtiioi ReW IOGemal Ntla fm fMhtclanfcalim Arland[ sle'v la fewer is calcWnbifclh IWSAISI Sfcileuimfm CtldFmmi St¢I �igl Mainainfanrtrspei�Ba 416' �drt M'ndnlalem� mina A'16 rtnn lvweM1[kcl Y sl¢Icwaiai CSI Deflection L/ (loc) Allowed W am(Bln 1L 0.3 in LIM (35) LIM BC : (1]12US14) LL 0.12 in LIM (45) LINO W* (9HNI1) U. mamin I m coninmly Br —I BC Patin Slncirg=,Am Reactions Summary IT IL BC Br,,Wid Rcanim IT BC M.R. M GnvU iR Ma MWFRSU ifl Max C&CU ill M U ifl M Hm1 IS Pin ML) 1 1 tin IA15@s I8 1 28Il IN -2RII:N 4511 IN 1511 IN -11MIN 10 HRol MU 1 I tin 1.01IN 10 1 ZWN-2NI6: 4,1991n AMIN I8 PinML) 2 1 2in 28211% 10 HRdl ML) 2 1 2in zm IN IB Pin pVL) 3 I 2in I,Z!IN IB Pi ML) 3 I 21n BINH 10 HRd1(WU 3 1 2in 1,3411N 18 Pin ML) 4 I 2in 2WIS 19 I"ML) 4 b 2in .m IN 10 H Rd) MQ 4 1 2in 2LW IN Page 415 of 570 AIL GFNENALN( ES OFTIRS DRAWNG PACKAGESHALLBECONSIDERM AS M'IN RAL PARTOF THIS COWON DESIGN DOCt .. NMnU`TTHE Cumaon Engineering PROFESSIONAL ENGINEERS SEAL NTIICAWSONLY MATMETRUSS ASSEMBLY SHOWN ON THIS SHEEMFPIS TI T'EM HUM APPLICABLE DESIGN CIUMI1 FOR IYSJCmv,Cael THE IDADS. WADWG CONDITIONS. MUSS ME MCONFIGURATIONS, AND SPANS USTIID ONMIS SN . Ln .CO Mo -��_J Cameron Engineering Truss: T48 A - . i� � C Phone: 303 800 6750 Jobllam:: SURD Y1Syst `"` KeyKeyTm System BIHaBCNIle1'On@yHhoo.com Daze: 09/26/10 13:45:16 KeyTmss® System Cee 6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-0-0 0-" 1 48 in 465.7lbs in tllftn 18 Pin ML) 5 1 tin -17 Rd 10 HRdIML) 5 1 tin I.AI@: IB Pin lWy 6 1 2io -2RIIIFe IB Pin(WL) 6 1 Sin 141hH 10 HRdI(WL) 6 1 tin -ZNI 16. Is Pin ML) 7 1 tin -Volta IB Pin ML) 7 1 2in -2A IbiH ID HRdi MU 7 1 2in -20n Inn Page 416 of 570 ALL GFNERALNOTES OFIMS DRAWING PACKAGESI RECONSIDERED AS AN P RALPARTOFTHIS COMPON D61GN DDCUMENT. NOIETHAT'ME Calnemn Engineering PROFESSIONAL ENGINEERS SE INTXCAMS ONLY THATTHETRUSS ASSEMBLY SHOWN ON7 SHFEFMEEIS THERUN IUM APPUCABIEDFSIGN CRUTYUA FOR I753Cae Cm1 THE LOADS. LOADNG CONIHnONS. MUSS Nff W CONFIGURATIONS. AND SPANS LISTED ON THIS SHEHT: L�. COB Cameron Engineering Truss: T48 $�+ Phone: 303 800 6750 7obNmie: SURG cxmuucW uc KeyEBySystem Bradscarr�ron@yahoo.com Daze: 09/26/10 13:45:16 KeyT.ss® System Cee 6.018 Version: 1.183 Page: 3 Df4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-" 0-M 1 48 in 465.7 His 18 I'm(WL) 8 1 Rin -I.34LMH 10 HBell (WL) B 1 Sin 4.MIN Loads Smmnary Lead Case Lrl: Sid Live Load DisalbWed loads Mrn luaiml ImuiimR Di... SpeA SW WW ENLVI Tnb Widh TT C. Dam Pmj APo.r M,f IBin ea Cm Dam Pmj 0'f 0'r e8in Load Case DI: Sid Dead Load Di,R&wdL.ds Mrnb OvOiml tRmim2 IBim Spell Swt WW EN Wd Tnb WimM1 TT C. Retie Ia Por IO Pof CBm Du Cm Dam RW mPor 10,f ae in AIL GENER L NMES OF TH6 DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COWONBT DESIGN CO UAVNBr. NOIETHAT THE PROFFSSIONALFNGINEER'S SEAL INDICATES ONLY THAT THE MUSS ASSEMBLY SHOWN ON THIS SHF£F MEETS THENSMIUM APPUCABIE DESIGN CRIMUA MR TNEWOUS. WA NM COMMONS, TRUSS M1ff IBFR CONFIGURATIONS. AND SPANS LIS DON THIS SHE . Page 417 of 570 Cameron Engineering 053( eCam Lv .CO BW3 Cameron Engineering Truss: T48 `- Phone: 303 800 6750 JobNarre: SURG .YrrnPR1V\rlC KeyBuild®System BradscameronC&yahoo.com Date 09/26/10 13:45:16 System: Cee6.018 Ke1Q'mss® Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0/12 1 0-0-0 0-0-0 I 48 in 465.7lbs Automated Load Case W l: M WFRS-Left(Up) Distributed IOS& Morin Isaliml 1®,im2 Di.im Sm+d SIa,l4ud FN lretl Iib Width Tap Goa 1540 NUp RaN 5L671f 5167Ivf Min TW 18 21-53 NUp Rase 51.67p:f Roper Min ' Tap 21-53 b210 NUp Redo A,691ef nWpf Min TT 2L110 2XI610 NUp RWe 51.67pf 51.67Rf Min Ty AIalo 3 M NUp RWe A.691ef 37.Wpf at. Automated Load Case W2: MWFRS-Right(Up) Divributed lands Mew I iml tmlim2 Dian Spear St. lwtl EJ WI Tib Wirth UT 21Id 21S3 NUp ante 5167p:f 51.67pf Min Up pan 211-3 NUp Rvls 51.67pr 51.67'f Min Tap 21-53 at to NUp Hake Vol pf N01 p:f min OF 2 2-10 51¢I0 NUp Ralx 5IIDpf 51.67Inf at. Tap 51010 3S26 NUp Rats MOLRr 2imp:f Min Automated Load Case W3: MWFRS-(Max Dn) Docab usd I.& Meurer 1¢niml Inalimz Dirslim spCw spa Dnd and Und Tdbwidh TT 21-5,3 n2-10 N Up R. 101 mf 201 mf Min Tap 51010 3S26 NUp Rain 20 psf 20p:f Min Punctuated Load Case W4: C&C(Suation) Detridned lands Menhr Irtmim l Ux. im z Dimaien S tl Sea lwd NJ bud Tdb W idh Te, 000 4310 NUp lrL W14pi Np1 Jn in Tap 9-510 215 NUp Rate 0.141af W.14pf Min Tap 21-53 21210 NUp R. 117.75p.'f 117.Z pf Min TT Z2-10 AI¢IO NUp Rue (AMpf 69.14pf Min Tea HIOID 3526 NUp Rate 117.75 pf U775pf Min 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable'Hip with Building Category IV (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 leftend 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 I I.andCnten Fxter DI Lou =2= DI t11 I.Om`� 3 DI.W3 LIUI 5 DIfQ75W3 1.03 =_6=a6D1 t W I' 7 pool +Wz L� Member Forces Sunholoa'y He inkmas:MearlvlD. nw CSL= axelr ,(mnam(cr ifdff nfane-atinlr e) GUSSErPLATES Additional Notes: The end of every chord segment shall bebrzad laterally pelpendicularto the planeofthe truss. Lateral braces shall be installed within 6" of the and of each chord segment. 19 Indicates lateral bracing required perpendicular to the plane of the truss. A single symbol of this type indicates a mid -point. Two symbols of this type indicatebmces at the third points. The numbefin parenthesis is the largest compressive force on the web. Page 418 of 570 A GENFAALN=OF'IHISDRAWWGPACKGESf BECONSMMMASANIN RALPARTOFTH6COMPo DMIGNDJLUM ..NOTE THE U`mLrpn Engineering PROFFSSIONALFNGWFER'S SFAL INDICATES ONLY TH,9TIHEOOMS A5SENBLY SHOWN ON THIS SHFEr MFE1S THEMNIFNM APK.1CAB1EDFSIGNCRNFAIA FOR 1751Cese Can THE rAADS. WADING CONOmONS. TRUSS hffMBER CONFIOURADONS. AND SPANS IbTm ON ME SHFEF. On nan. CO Sea, 1CM 1-2 z-3 ¢34 a412 23611b 406111x (-1,4541E) (-zANlhl 34 Ls 0.499 awl a9311h: 4.UMIEa (-2M6Ib1 -z&511x1 56 6] ¢WB n311 SSlslln 4.Wf lln 1-3.OWIhr) 1-z'#/IN1 ]e 69 nf01 a9M 4.TIDIk 2�1h: (-2AlIE:) 61."351F<) ¢CN Inll QIA Olk 121J U.Yl3 -).3211Fe 1415 n6J1 d65211n Ibp nWl L4W Ib 0.1071a) 11-12 0.511 -23161d 1314 Q]Iz d.SN lb IS16 nI51 -26fli1Fe IA18 a)D 1,1411Fe (1) IN) W<b: 1-Itl abM' 4HSIte (-28Tlltr.) YIS U6Yl -1.66111e 613 n784 2Tn21k 1-1.5011a1 311 n9H -3.A316: 1-I] 0.]50 d31411 a15 0.]41 1.]5316: (AA1h+) }13 a®1 J,RSIFn 410 0.W1 SO/l lh: p2®I�) al] a&N zIWIFs (-2x581E) sls a415 -3M Ih }Iz n76! 3, 19111n 1-zffiI lkl 216 0.T33 S14 Q]A �1,9161d B12 am -1A51h, 116 681tl 1�1h: (-1.4AId) 614 Q3W I.I911k (-263IFc1 B11 0.W! 3.SQSIIa 1-2W91k1 Cameron Engineering Truss: T49 Phone: 303 800 6750 lobNane: SImG KeyBuild®System BradscaTneron@yahoo.com Daze: 09/26/10 13:45:17 System: Cee 6.018 KeyTmss® Page: 1 Gf4 Version: 1.183 Report: Eng Plot SPAN PD'CH QTY OHL OHR PLYS SPACING WGT/PLY 35-2.6 0/12 1 0-0-0 0-" 1 48 in 425.3 lbs 5-7-7 ~ _ 54-] 5-]-] 6]d, 5-]4 —� �— �— r 3-6-9 3-6-9 5-]-] th2-14 16-10-5 22-5.12 28-1-3 90. —7-12 36-2-6 61 9-0-0 2 3 4 5 6 7 215 �L\=�\U117d \VZ 8 al tl14 15 12 11 10 16 9 0-M 67-] 5-]-] 5-]-] Sd-] 5-]d 0-0-0 3-6-9 34i-9 S]-] 11-2-14 16-10-5 22.512 28-1.3 31-]-12 352.8 Girth iM1ieanemrtOA in wrL.. Sgmres irtfiaef IerermN in[IUA.'Fuuren'iMicua lh mvrber1pI050S (NSq OrlwsiwiiiNu ue eNdlle mMxn Fiu6w1¢iMiaolh mmberdful<rus myti� WMcmm-iimpvusxalalmmiHx .,tin,.,tin,n pnwle isix nyirM Rderro Gemial Ntln fa tMkrdvn6wim Allvvable clevla'fsslerctix glcWnlctl(erlle 14MAISI Slaifrailmfa CtlJFanM54t1 pnip. Maimin lslert[peins at W16' �dn M'ntlnfulemalg �pn W NIb' �rvn facvc6xktt rl nml wvend CSI Deflection I/ (10c) Allowed m: 07a5(D T azm LIM (34) LIDO BC: 0.S%HI U) LL 0.1In LIM 04) LIW Weh l=(&U) Hoz M. aNd 1 TC Cmi�ly BNxi Be Pnlin SP i, 40 in Reactions Summary - JT LC Be B Wid Rc 1im JT BC M Rest Mu G.,U in MSMWPASU R MVC&CU ifl M U iR MU Portz 16 Pin(Wo 1 1 tin IA1011ni 16 1 2a181hr-2W41Fa A, Nlw A4NIM-1.3'Albr 9 HRdI (WL) I 1 2in 1.4DIhc 9 I 2Efl lb:-2329I6: AT61h. AM Im 16 Pin(Wo 2 1 2in 281611a 9 HRdI(WU 2 1 2in lwlI 16 PinmL) 3 1 2in L,H)IPo 16 Pm(WL) 3 1 2in -241dH 9 HRd] IW'L) 3 1 2in I.MIPo 16 PlnmL) 4 1 2in 245411x 16 Pin(WU 4 1 2in -18lWH 9 HRdl(WL) 4 1 2in 24501E Page 419 of 570 ALL GENFRALNOHS OFTHIS DRAWING PAC"GESf BECONSIDFRm AS AN RUTCRAL PARTOPTHS COMPONFNFDESION DOCUhffNI. NOIETHATTHB Cameron Engineefing PROFFSSIONN. IN SPALIND[CAM ONLY THATTRE'IRUSS ASSP LY SHOWN ONTHLS Stfflr EIS IHENUNHUM &PUCiVHEDMK3N CHURN" MR imc c. THEWD S.WD VGCONDmONS.TRUSSMEMBERCONFIGURATIONS,ANDSPANSMMONTITSSl .. Ld nLCOM Cameron Engineering Truss: T49 Phone: 303 800 6750 JobNBme: SURG C:Itf4fstenn F KeyKeyTm System BL3d5C2n1eI'on@y2h00.CAm Daze: 10 13:45:I7 System Cee 6. Cee 6.018 KeyTruss® Page: 2 of4 Version: 1.183 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 35-2-6 0 /12 1 0-m 0-0-0 1 48 in 425.31bs 16 Pin(WL) 5 1 tin -181k.H 9 HRai (WU 5 1 2in I.Ailb. 16 Pin(WL) 6 1 2in -28CC Ile 16 Pin(WQ 6 1 2in i5D11eH 9 HRai OYU 6 1 2in -2mIN 16 Pin(WL) ) 1 2in 4TE IN 16 Pin(WU 7 1 2in -WIN:H 9 HRI[ML) 7 1 2in -2U11@. Page 420 of 570 AIL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPoNFM DESIGN DOCUMENT. NOTE THAT THE C.vremn Engineering PROFESSIONALFNGINF}R'S Sl4 ]NDICAT60NLYTHATTHETRUSS ASSEMBLY SHOWN ONTHIS SHEEIMF£IS THENUNNUM APPISABTEDISION CRITERIA FOR IMC—Con THEWAD.S. LOADING CONDmONS. TRUSS M1frRINER CONFIGIIRAMONS. AND SPANS USIED ON THE SHEET. L � CO area7