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HomeMy WebLinkAboutENGINEERING (481-540)Cameron Engineering Truss: T64 - Phone: 303 800 6750 IobName: SURG Keylluild"stem Bradscameron@yahoo.com Daze: 09/26/10 13:45:36 KeyPnlss® System Cee6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL O1m PLYS SPACING WGT/PLY 27-10-3 5.002/12 4 1-7-5 0-10 1 48in 227.9lbs 15 m MQ 5 1 2in SCgNN� M. �ucie CouO 15 Pin lWL) 5 1 tin 661MH 9 HR`H(WL) 5 1 tin L®51d 15 Pin ML) 6 I 2in .21lb 15 Pin(WL) 6 1 2in -091h:H 9 HRAI(WU 6 I 2in -1.0651d 15 Pin(WL) 7 1 2in -1,4161hs 15 Pin(WU 7 I 2in SRI6:H 9 HRd1PV 7 1 2in %blk Page 481 of 570 ALL GENERAL NOIFS OF TMS DRAWING PACKAGE SHALL BE CONSmFAm AS AN INTEGRAL PART OF THIS COMPONENT DESIGN WCIR .. NOIE'IHATTHE En glneeflDg C3nplUEngineering MOFFSSIONALENGINEER'S SFALINDICA'HS ONLY THATTHEMUSS ASSEMBLY SHOWN ONT16 StUmMFETS THE M1nNB.NMAFPLICABLE DESIGN CRHFRIA FOR Can THEIDAPS, WADING COMMONS, TRUSS M BFR CONFIGURA270NS. AND SPANS LLS'IFD ON'IHIS SHEET.. Ism,co ESE Cameron Engineering Truss: T64 r..@System Phone: 303 800 6750 JobName: SURD' KeyKeyTm System Brads�ron@yahoo.com Bradscameron@ ahoo.com Date: 09/26/10 13:45:36 Systerte Cee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 27-10-3 5.002/12 4 1-7-5 0-M 1 48 in 227.9lbs Is Pin(WL) 8 1 tin MINH 9 HRdlM) 8 1 tin -R6911W Loads Summary Load CmeLrl: Std Live Load Ba Cm Omw Pmj otor Olnf 4in Load Case DI: Std Dead Load Disibwed leads Manbv I .iml I F.2 Dirtlim Sv a'.lad EN1,nd Mib WAh TT C. nam R"' to, IBpI min B. CT n,n Re .,I IOpf Min Page 482 of 570 PPROMSON ENnWG CEER!S o SlICATTSUSS ONLY OF THRS DRAWING PAClUtGE �0TTHEE T IS AN0LY SHBE CONSDERED AS AN SIal51ID ON THIS THIS SH MFEIS THEM MUR� PART OF THUS MlY[PONENT M APPU ABLE�ESIGNc1Rn0tw MR I M3c—C. Clancron Engineering II m cmCCon - nmSyste uc Key Build®System Ke}7mss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 BradSCaII1eTOn@Y9{100.COm Truss: 3obName: Date: System Page: Report: T64 SURG 09/26/I0 13:45:36 Cee 6.018 4of4 Eng Plot SPAN PITCH QTY OHL OFIR PLYS SPACING WGT/PLY 27-10.3 5.002/12 4 1-7-5 0-0-0 1 48 in 227.9lbs Automated Load Case Wl: MWFRS-Left(Up) D.st[ibuted leads I Menb _ i_na.I Imlim2 Di.im S Sun Landv-s al Flwtl Tdb Wimh TR -17-5 na0 NUp Rd[ 51.5SIef 51.59p:f Jain TV Gain I5M NUp Rik '01 pf Not pf Min Tap IS}3 n1m NUp Ruda J1.19 p.'f 32.(9pf Jain B. B00 1-5-3 NUp kuY .%IB(nf 2118pf Min Automated Load Case W2: MWFRS-Right(Up) Distributed Inds MCMer Imaliml Ircalim2 Dirslim speed a.Wd Dd 1-1 'llib Widh TT -1-75 000 NUp Rah 22.96pf V..96pf Min TT 000 IS2-3 NUp RnIn 7769'r 31f9dsf Min TT 1523 V-103 NUp Rah Mat pf N.02pf Min r Automated Load Case W3: M WFR${Max Dn) Distnbuled loads Mrnier I.N.iml lu'aim2 Dlmiim Spur a'N lad Etl bW Tdb Widib Hip-1-7-5 Nan NUp Rah Rm'f 2958 pf Min TT 000 M-3 NUp RaN 2Wpf 202B.f 44in TT IS}3 TY103 NUp Rah 261pf 201pf Min Automated Load Case W4: C&C(Suction) Distributed loads MenM la'.vlml Ixatim2 Dip:.lim sin—, scan lma M!IMd Glib width TT -145 DWI NUp Rah IJ495pf 14475pf Min TR 000 6.11-II NUp Ralx 117.75 p:f 11775p:f Min Tap 611-11 IS2-3 NUp RWs 117.75p:f 11775fcf Min TOP 15L3 2}93 NUp Rah 117.75pf 117.75 pf. Jain TT a%3 r10,3 NUp RW 117.75pf H7.75pf Min Bp o00 1,53 NUp Rah San pf Sa39pf Min 1) This truss has been designed in accordance with ASCE7 -05, 145 mph, Expose : C. The building is Gable/Hip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Di7rensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Tmss. This Huss is not in a Hurricane Prone Region. Load Combinations Member Form Summary TaNein1cdo: Me rm.,maCSL vddf .Omr. m,p. foe ifdRertn 6pnmxudelf ) WNJ 174 axis Ml Ix 011,0 z3 0562 7.91 IN (-3.0tl RN) a5 am? 7.1881te (-ZMc11n) 67 I-2 0612-3551Ia 34 0619 7.9M IN-2965 Ref 56 0541 7.2Ulln (242111x) 7d BChf 940 Was orb: II-12 axN-5.W7IN 1}14 W&I ATP IN 1516 5 1011 am .9M IN IY13 a-W L1491h 1115 am -591W W[k li6 0.151 4351b (-25316.) 114 a6'd5 LE'Alh (d141tr.) S12 a]SE Sall lh )-10 IAS 0.222 6411h (OIFe) }13 a171 SIS IFa @1361�) 612 0.73 23511d (-5911H1 610 215 aflW 619616. (-23531b) 1B a145 "IN (-WIN) 6.11 aft IA IN (-Hom 89 2-14 aw d2121h: L12 4916 Z. 1h (-821IN) 7-II aim 3AId (.AIW) Crf ISSFT PLATES Q7lB a5R2 =Ist 55181h Additional Notes: The and ofevery chord segment shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 483 of 570 A (HoHRALNOIFSOMS DRAWWOPACKAGESHAILBECONsmFAEDASAN INMGIZ LPARTOF'IHIS COMPONEMOFSIGN DOCUx4Nf. NOTETHATTHE Cameron Engineering PROFESSIONALENGNEER'S SEAL NOx'A7FS ONLY THAT7f1E MUSS ASSEMBLY SHOWN ONMUSS11FPf MFEIS'IHEMNNSUM APPI-ICAB1EIMION CRITERIA FOR ronEngine 'IHELOADS. LOADP'C CONDITIONS."TRUSSMEMBERCON IGMAMONs.ANDSPANSIJSTEDONEHISSH . I imc COsamp Cameron Engineering Truss: T65 . Phone: 303 800 6750 JobNeme: SURG KeyBuild"slem BradscameJ'on@Yahoo.com Date: 09/26/10 13:45:37 KeyTmss® System C. 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-1-5 2.002/12 2 1-6-0 1.6-0 1 48in 40.2lbs 1-6-0 1 4-6-1 - 4-6-10 _—____—�.—.__..—. _----_.---L_— 1-60 { 4-fi-11 9-1-5 03-0 10 2 P3-0 2 2Fl-2- 4 —1T2 1 3 5 F14 6 o-n-D M-D _ 4-6-11 4-8-10 Cirtlo irt5cue fuleiccan in wed.. Sgm¢i ticmc faapermRinclpA. 'Favlrn[rt iMcmd lh nnitlerd/IOSOS IAISDfaclaers rtgnrtd nl vc cMrlllc n[nhv Eechrulm im6ayslk mmierd LWcrm mlwrnt Wlvemveclim dnlo me cJlolmmMs QawinS eliOe in mryita Rcferlo Gemil Nuofm Mhrclanficalim Allavndeslear pr falererir gloJmWlvlle 19L.9LSI SIaiiiralim fv CtldFm�51¢I Dsig. Mainain faemcpu�Bm W16'mrt Mvimvnfavlmcr<QT nmpnW 9/16'rrvn fatmt,RFm rf •Isl mraie6 CSI Deflection U (Joe) Allowed lC: RSE(1) M,0in L;M 3 L/W Be : (1090H) ILBin L4A 0-3) L/3YI Weh amo-3) Cw/OHMOn'in UP 2L= 5 11/N IC cneiw ly BnrrG Cm OH 001 in 21/9A 5 m w BC PWin Slncin, Qin m. n H, nBl in 6 Reactions Sunmiary IT T LC BC Br,Wjd Remim JT Be Mm R. M Gnivu iD M N[Wmsupfift MUCwu i8 M.Uplin MU Hm1 IPin(WL) I 1 2in mt 1 1 CIE: _E81w-30f81d -jw Id HRdI(WL) 1 1 35in mIn 4 1 011d -ID11d d 1 1RId 3 HRai ML) 1 I 35in 2B1Id 3 1 w1b, 8 1d -lwlw -306711mi 1 Pin ML) 2 1 2in UPS ' 4 HRdl MW 2 1 15 in 4511d 3 HRol MQ 2 1 35in 6,Id I Pin(Wq 3 1 2in 2W Id 4 HRol (WL) 3 1 35in 2rsld 3 aRim mw 3 1 351n mltn 1 Page 484 of 570 ALL OENFRAL N(M2S OF'IHIS DRAWING PAC% GESHA BECONSIDERED AS AN DoIS LPARTOFTHE COMPON DESIGN DOLUMF .. N=MATME Canlemn Engineering PROFESSIONALENGB4F}AS SE MICATES ONLY'IHATME'TRUSS A53FMBLY SHOWN ON THIS SHFETM1ffE1S THi] LHN NM APPUCABIE DESIGN CRITERIA PoR 1753Cm CM THE(DADS, WADING COMMONS. TRUSS Fff M CONFIGURAnONS. AND SPANS IJ 014 MIS SH=.. La ,COm Cameron Engineering Truss: T65 +� r-n�,oARP Phone: 303 800 6750 tobNnlre: SURG KeyBuod®system BradscameronC&yahoo.com Daze: 09/26/10 13:45:37 KeyTmss® System Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-1-5 2.002/12 2 1-" Ifi-0 1 48 in 40.2IbS 4 HRdI Mw 7 1 11 -Aflb. 3 HRdI ML) 7 1 3.1in I PIn HVU R 1 tin d0651a 4 Had I(WU S 1 15in -0R IE 3 HRdI(WL) 8 1 l5in J.O6l Ib: Loads Summary Load Case Lrl: Sid Live Load Danitnand! leads MertLr L timI 4 im2 Di-tim Spew Sao lmd FMLW TOb Wi86 Tap C. Dam Pml W,f Dfsf Min Bd Cm Dwn hj O,f Op.f Min Load Case DI: Std Dead Load Dimlbuled leads 61enLer I im1 I im2 Diinim Spe1 S'. Lmtl EUlmd Tnb Widb TW Cm Dnm RLLe IOpf IOryt mi. Ra Cm pmvn RWW IOlZ 10 p.! mi. Automted Load Case W 1: MWFRS-Left(Up) Dimrbured leads wnp L Niml ta,alim2 Di.im Spe S'. Hd Lvtl Tnb Widh Tap -1b 4 11 NUP Ru 51.671Ff 51.67'r Min Tap 4 11 IB75 NUP RID 5).67pf 51.67Pf Min Automated Load CaseW2: M MIS-Right(Up) Page 486 of 570 4 11 1673 NUP RV 51.GWr 51.61mf Min IIAil GFNFAALNOTFSOF'1HISDRAWNGPACK GESH BECONSmPAEDASANW RALPARTOFTFLLSCOMPO DFSIGNWCUM ..NOTETHATM I Canon Engineering II PROFESSIONAL ENGPo 'S SPAL WDICAT60NLYTHATTHBTRUSS ASSENRLY SHOWN ON TH6 SHEEfi+4YTS'THE MNIMUM APPUCADLEDESIGN CRHER"FOR 1753Cmec. THE WADS. LOADNG CONDmONS. TRUSS MEMBER CONF URATONS. AND SPANS LIST® ON THIS SH .. L roc. Co so%H Cameron Engineering Truss: T65 N1 w� Phone: 303 800 6750 JohNalre: SORG KeyBuild®System Bradscarrleron@yahoo.com Daze: 09/26/10 13:45:38 KeyTmss® system Cs6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 9-1-5 2.W2/12 2 1-" 1460 1 48 in 402lbs Automated Load Case W3: MWFRS-(Max Do) No loads were defaced for this bad care. Automated Load Case W4: C&C(Sudion) Dambuted Loads Mu�lc Lcehvl Imim2 Dirtnlm Semi Sun lmtl Fitllml ThHWIah Tip -Iba Oaa NUp Rate ImW µf ILgp:f GYin TW 000 6 11 NUp Rah 1358)ter IMM,f bin Top 6 11 YI-5 NUP Rah IM13, IXOPT 43m TW 9L5 IB)S NUp Rah 1m9JZ 1R10 f 48in f ])This truss has been designed in accordancewith ASCE7-05,145 mph,ExposureCThe building is Gable(Hip with Building Category IV (1= I.15).Mean Roof Height 37 ft, Overall Building Dillension5 of93 ft x 102 ft, Enclosure Class: Enclosed, CCZonc Width 930 ft.ne left end vertical has not been exposed to wind.The right end vertical has not been exposed to wind.This toss ism End Zone77uss. This truss is not in a Hurricane Prone Region. Load Combinations 0 IadCallo Fmv DI ao 1— DI+,GI Lou 3 DIa WJ LouDIa0.) Dl+a75W3a 4Rli1 5 Sw3 I.Oa 6� U61n ) R6r, a I.® +W1 4 1�8=ubpf'a W 111m""'l Member Forces Surtuuary Tatl j6 M aa. �. cSL —aaiw ma. (—o -. r Baff. h —auu mad !o: MM s1 n614 Q;Ih NId1 1-2 awl m1b, 101W M am w1h Nlm m a614 4 11a 01W 34 0.0A 41 na9 i91W W. I-1 n2n 5514 I01E) 2-0 az10 sA IY (391d1 1) n2n 841b (Opal W. ass. GUSSECPLAM Additional Notes: The end of "cry chord segment shall be braced laterally petpendicnlarto the plane of the truss. Lateral braes shall be installed within 6° of the end of each chord segment. Page 487 of 570 AIL GFNFRA1. NOMS OF ME DRAWP'G PACKAGE SILUI. BE CONSIDERED AS AN INIFGRAI.PART OF THIS COMPONENT DESIGN UCCUAffW. NOUETHATTIE Cmrerun Engincerng PROFESSIONAL FNGREEIRS SP MINCATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON TH6 StnETNVEUS THE MWIMIIM APPMABIE DESIGN CRUERM FOR 1753Cvc Cm1 THE WADS. IDADNG CONDmONS. TRUSS K 611 CONFIGURATONS.AND SPANS LLSIFD WTHLS SHEEP, l�COsrsa ��- Cameron Engineering Truss: T66 E..,..aw1t,•::r,T Phone: 303 800 6750 JobName: SURG KeyBuild®System Br'adscameron@yahoo.com Daze: 09/26/10 13:45:39 Ke TmssO Y System Cee 6.018 Version: 1.183 Page: 1ng Report: PI Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 26-7-5 2.001/12 2 Ifi-0 Ifi-0 1 48 in 91.61bs 1.6-0 4-54 4-Sd__ 4-54 4-5-3 4-5-3 4-5-3 1-6-0 ~-- 4-5-4 - 8-10-] 13-3-11 ----17-8-14 '—�-- 22-2-2 __ 7 26-7-5---__�.--� 0-3-0 2-5-10 0-3.0 4 1 4 0-0-0 q 54 4.5-4 4-5 4-5-3 4-5-3 4.63 0-o" 4-54 8-10-7 13-3.11 17-8-14 22-2.2 26-7-5 Cimla indonn Lnie .in web. WMemv<avmpaini.alWoamlltln @twin& epee is mpSta R<fttio Gcmvl Na[i fa fblkrel:uifuuim AllvvaHe skvle falereris aIeWVW lade Iffb NSl Sari(cLimfa CdJFvnvl Slal Huipe Mvix.Nn fnvl<rttslu[irg0 WIb" ntirt Nuin:tin ImlertN¢ nmgnm A'Ib• min tvmcM1ahu d slxl momm CSI Deflection L (10c) Allowed TC: aBHrn M(HW in UP LIM 0-5) LIM BC: a4m(0 IL a01 in L/9IP (45) LIW W& aNAlllp Hm.T Din 7 W Caniw ly Bnunni BC Pulin S,un,, 48 in Reactions Summary nn mL) In Slllb I I 411t .I.A lfe -1.4351k. WIb: PIn1W'q tin 101H;H 12 I 7A1b Zln, -ml lb -1.8741b -1.8I41b 12 HRdl ffQ 1 1 Min Mai 11 I mlh .O6mi -l.w a: -11wiln. Il HRdl(WL) 1 I 35m Yblb. 10 1 Mai 4i(91k -LASIb -1,'AS lbs 4(Bla, 10 Pin OIL) 1 1 35 in MIN 9 1 m lb -'Anlb -1.891 IN -1.8911f< 10 an(WL) 1 1 1.5 in -101kH 8 1 man 4881b .I.M211ii -IM llc 9 HRnn(WL) 1 1 15 in 3611b 7 I 467IN 401b -1.4a0m, a HRd) WL) 1 1 15in mife 14 1 mftN MlE 317IM 3171b 7 HRn MW I 1 3.5 in 21011,: 14 HRon ML) I 1 15 in 916: Page 488 of 570 ALL GENERAL NOTES OF THIS DRAWWG PACKAGE SHALL BE CONSMERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THATTHE Ca111e1Dn Enginmting PROFESSIONAL ENGINEERS SEALINDICATES ONLY IHATTHETRU55 ASSEMBLY SHOWN ON THIS SH 14EEIS THEMWIMUM APPMCABIEDESIGN CRNERIA FOR 1751c—c. THEIAADS. LOADING CONDMONS. TRUSS MEMBER CONFIGURAMONs. AND SPANS LISTED ON THIS SHEET. Lao.. CO 0Y03 -^ Cameron Engineering Truss: T66 - Phone: 303 800 6750 ]obName: SURG LYff.SysteV. LLC KeyBuild®System Bradscarreron@yahoo.com Date: 09/26/10 I3:45:39 KeyTruss® System: Cee 6.018 Version: 1.183 Page: 8 of 14 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 26-7-5 2.001/12 2 1-" 1-" 1 48 in 91.61bs 1 Pin DVL) 7 1 tin -SNIN jn 1 PinpVL) 7 1 tin n0lhH 12 HRdIOV 7 1 85in -MllIN 11 HRdI IWL) 7 1 15in -MlN IB Pmmp 7 1 SSin t IN 10 Pi.mo 7 I Ism -IA IN 9 1Rd1(WL) 7 1 55in -7NIFe 8 HR. IQ 7 1 3.SN Zt 7 HRdI IWL) 7 I 15in S1a lE: N HRd WL) 7 35in -WIN Page 495 of 570 A GFND NO OF'IHLSDRAWWGPACK GESH BECONSmFREDA5ANW7FG PARTOF7 COMPoN DMIGN00CUN ..NOIETHATTHE Cameron Enginecdng PROEESSIONALENGNE➢ SEALWOICAMONLY' T'IHE USSASSFMBLYSHOWNONM65HEEfhffE151HEMWUnIMAPPIICAR D6IONCRHFRIAFOR 1753C.Can TIEIDADS. WADWG CONDMON5. MUSS F HER CONFIGURATIONS. AND SPANS LISTED ON THIS SHOn.. 1u49ufroma � Cameron Engineering Truss: T66 _-- �.. Phone: 303 800 6750 IobNamc: SDRG O ....Yd KeyBuild"stem Bradscarneron@yahoo.com Daze: 09/26/10 13:45:39 System Cm 6.018 KeyTmss® Page: 9 of 14 Version: 1.193 Report: Erg Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 26-7-5 2.001112 2 1-" 1-" 1 48 in 91.6lbs in Pin Dvy 8 1 2in -IRS Ib: I PinfWU S 1 2in 4a11tH 12 HRai (WU e I 35in .1.8F1M 11 HRdl(WD 8 1 i5in -If.01k 10 NnfWU a I i5iv -LAS an 10 Pin(WL) 8 1 15M A RL`H 9 H=M'W' 8 1 15in -1.8911n 8 HRdI On 8 1 15 in 7 HRai MU 8 1 35h, -1.4801� 14 HRdIML) 8 1 'Sin -31711a Member Material CS1 Bracing Max P TyCM 13-0 YSA1f511i) 16 am 5kmIM DUN 7igCld6fi363162;SIL060 0.811—'�_51ahYIpi Be Cla7-i NS162Uf9hi) (MM Minnc 933N WebT - :vssi6iS1(DI¢ij a136�—'—Ufiimf 2191hs� Web D12 (613 udaaml LHl la =62-110abb Wrpy.2-11 3651¢D(9)N a00J u Ik--= WN311 355162-ll (iJbi) am UiAveW 2vai ssesse-mcoho 35S16Scawo) U*UMW a91 UA's[d Ilb, 1,5U Is wWe6110 aind Wcb S10 J62SI6NBCOW) aw U�amtl - f@IIcn Wcb 59 3631625 (nbi) R658 Udraad 2ma a0ll"�lldmmi. I101W wa"36SI62-:0031" Wd68 36 alHl U�hnd 1.81416; IaM(33V,) WeIi TJ 36S16t31.(Dtii3 0,3))� Umad 2191t"' Multiple pinned hearings exist. Loads Summary Load Case Lrl: Sod Live Load DM -bored Imds Meniv Iml'ml Im1'm2 IArsffm Svvl S—1 FN Oat Tdb Widh TM, Cm Dorn Py M'r 21Rf Min Be Can Dorm Iiq Ora Dint a0ILL Load Case DI: Sul Dead Load DoLodared leads Munro, laa'ml 7M,fm2 Dimim Sued Slvl Exud End lad Trio Wiah Ty CM Dam a— Loµf IORf Min Ba can Dam Rat apt 10pr Min Automated Load Case WI: MWFRS-Left(1Jp) Distributed Inds hr b Im'm1 Imim2 Di.Spm1 Swlbd FiIUal TTW1ah Try .1. 1 31u MOP RaLt 51.67p:17 51.67 U Min Tap U.MI ?a1-5 NUp Rat 5IL7pf 51,67'r Min Automated Load Case W2: MWFRS-Rlght(Up) Dimibuled Lands Un l 2 Msand S. lal Ed ml TnbWidha�331 RMcPn NUP Rut na?,( 51.67cf Lin - Tp 1-1I83011 )81S NUP Rat .Slb7pr 51.67'r 48in Auto=ed Load lase W3: MWFRS-(Max Dn) No leads Were refired for dds land ease. Automated Load Case W4: C&.C(Suction) Diar bu¢d Inds xleam laaa'm 1 Eral'm2 Dimim Sped Sanlml ulmd Tdb Wina Tap -Ida WHO NUp Ran ILi75fef 144]59*f 481n TT Ono ' i NUp Rdx 11275R1' 117.73pf Min TV 781 M3.11 NUp Rake I17.75µ1' IIt25p:f bN TT 6111 =S12 NUp RNs 1125@f II7.75p:f Min TT ID5.I2 2 7-5 NUp Ran UT75,u In.]Spf Min Tap M7-5 S1-5 NUp Rat IM75p1' 14i75pf Min I)This truss has been designed in aeeordancewith ASCE7-05,145 mph,Exposure C. The building is GabldHip with Building Category IV p= 1.15),Mean Roof Height 37 ft, Overall Building Dimensions of93It x 102 ft,EnclosureClass: Enclosed, CCZone Width 9.30 ft.The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind.This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations r ImlC It — DI im D1 rr 10T�'t 1® =4= DI_`a-0,7$WJ--n75I1 Lapp 5 DI+r75W3 I.mO 7 a601+W2 1.003 17--a D)iW4 )-W� Member Forces Summary TabRiaSa=:1.a��m.noacstlmaavolruef�a�ala.faaadRmawnvmdimacl rum 1 (81M) (mibE.i n� I�ia m16a) i1asn -IWItr ii u� inl� zc a� ]01�G 6ssi�i ii4 ft e 496 of 570 BCN 7b a3f1 I&lh r141k) 9lo aln 31a1d fU16:) N-I2 a174 4516s t-Z/IFa) PA nDll 18214 �N ihn tau o147 911n rdlh) rel n316 M1k r-n 1a Wch 1-1 n339 2191W (.1 isq ALLGFNFRAL NOTES OF7HIS DRAWING PACRAGESHAILBECONSmFRIELM M Pfma ALPARTOF'rRcL COMPONENT DESIGN D)CM .NOlE'IHATTRE Cmreron Engineering PROFTRDONA ENGWFFR55FALWDICATES OsaVY NTTGmTRUSS ASSD.IBLY SHOWN ONTIS SIP£FMF£r rHNff MIUM APPIl LEDEMGN CRITERIN FOR 1713C.CM 'IHEIDAD5. IDADWG CONDmONS. MM susstsR CO,F URer[CXS. AND SPANS DSIED ON THIS SHEET. Inpmf, CO m9D Cameron Engineering Truss: T67 Phone: 303 800 6750 IobName: SURG LVRAYRnURI.L KeyBuild®System Bradscarneron@yahoo.com Daze: 09/26/10 13:45:41 KeyTluss® System Coo 6.018 Velsion: 1.183 Page: I o1`3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2M-11 2/12 1 1-" 0-M 1 48 in 803lbs 563 56�_.� 66.3 5- 3 0-3-0 5-6-3 11-0-5 16-6-8 22-0-11. 3-11.2 1 000 11 0-0-0 anle�i�a�er�mrer.e.a m..�. sv�e.iw�,ie alerermn hcloA. ^F.ulemx•i��eti we�md'alasus (AISBr leren rsPoiald aeeNdlR mew. EeM1 wm inmwh Br �urmrarrumm.IaP52a wlem mvmim pans mnalm9umwr 8awug vpnle is rzgirtd Rc(er1oG<mN Ndtt (v NOndvifeatian Allawtle slwper(vsrweria cNVWaW RrIk 1996ALSI Slaifwtim fv Cd6Fmrcd Slal Ocsigy Mvivninlsslemrnpnir¢u9'16•min MaimdnlulemeQF no�pnal9'16'�renf essM1elm d' nlsl cavnnei CSI Deflection U One) Allowed W: all TL Ran in UP LIM l4A LIM BeC! avi Qlp 1 R 1ol in LIM lay) UW W& am(Cn Cnn I OH TL R03 in IT 2L/44S 10 MISB 'IC Cavin—OyBr� C.I ON Rol in MI" 10 M/9) Be in Slack,-48 in H. 11: Rol in 10 Reactions Surnmary 9 H 8 H 7 H 6 H 1 P 9 H 8 H ] H 6 H Pin(WL) H Rol(WL) H Rol(WL) H Rd" ML) N Rdl (WL) Pin(WW Pin(WL) H Rol 1WL) H RAI ML) H Rca(WL) H Inn (WL) Pin(WL) Pin(WL) HRdI(WL) H Ral(WL) H are RIL) H Hall MW 15 in 151. 151, 15 in 2 in 35in 35in 15 in 35in 2 in 35in 15 in 3s in 15 in tin 15 in 1s in15 in 35in Sin 15 in 3.5 in 3.5 in 3.5 in tin tin 35in 15 in 15 in 35in tin tin 15 in 3.5in 15in 15 in 4ZIIla d111h 9151b 1811h 6]S Ih Poilbr Bmlh 9blh. Y91h V5 h ON Z 505IN Yb 18Nh Slilh rl Ih o Ih SN In 1% 1 vs 2ISh 4PIft 4411%1h ffiIh Bllh Tl4R. 8121h H -]1616 S131h 1.0311h -Mlb]14@, 81211n H -]461h 80 Ra 031h J%3I6r 9 ®Ilt -M4 lx 8 I 8®Ite 3131h ] 9K Ih-I.OAI1. 6 3/9_M11% Page 502 of 570 IIAILGFNFAALNO OP'INISORAWLYGPACK GESBAILBECONSBJFAEBASANIN RALPARTOF1WSMWONFNTDMIGNWLU ..NOIEIHATMe I Canelon Engineering PROFFSSIONALFNGBJFflt'S SPALNDICAMOnY]HATTHn TRU55 ASSEMBLY SHOWN ONTHIS SHFLTMd'IS'IiIEMINQ.IUM APPWCABIEDESIGN CRIURIA FOR fIS1cm c. 'IHELOAOS. LOADING CONDMONS. TRUSS MENBFR CONFIGURATIONS. AND SPANS USIED ONIMS Still I�. CO H661 Cameron Engineering Truss: T67 Phone: 303 800 6750 3obName: SURG .N,W.I:�.— KeylluildOSystem BmdsCamaon@yahoo.eom Daze: 09/26/10 13:45:41 Keyrmsse System Coe 6.018 Version: 1.183 Page: 2 of3 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 22-0-11 2/12 1 1-6-0 0-" 1 48 in 803 lbs I U Pln(W8 1 Sin l.m 1I H F ARdI(WL) 8 1 SSin-1.755Id 8 HRdI ML) 8 1 H5in .1m Ip 7 HRdI(WL) 8 1 35 in �zm 1h. 6 HRNI(WL) 8 1 15 in -9311R Loads Summery Load CmcLPl: Std Live Load Di5m3Lrted lords Page 503 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL HE CONSMERED AS AN DnMRAL PART OF THIS COMPONINP DESIGN DOCUMENT. NOME TTHE Curcron Engineering PROFESSIONAL ENOWEE25 SELL INUCAMONLY Y T' E TRUSS ASSEAIHLY SHOWN ON THIS SHEET MEPIS THE&UNNUM APPUCARIE DESIGN CRFMRIA FOR I7Sc—c.11 THE WADS. WADMO COMMONS. TRUSS MEM1n1ER CONFIGURATIONS. AND SPANS LL87ED ONnUS SHEET. Lvy�m[. CO tome Cameron Engineering Truss: T67 V - O Phone: 303 800 6750 JobNane: SURG c+&Sysvclu' KeyBuild®System Brddscameron@yahoo.com Date: 09/26/10 13:45:41 KeyTruss® System Cae 6.018 Version: 1.183 Page: 3 of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPAONG WGT/PLY 22-0-11 2112 1 1-6-0 0-0-0 1 48 in 803lbs Load Case DI: Sol Dead Load Distributed leads Memler Laminas 1—xi-2 Dimnim Spc Sim LW EM Tra Widh Tip Coe Dam RNe I"a 10,f a., Ba C. Dix. Rom 10 p:f apt a', Automated Load Case WI: M WFRS-Left(Up) INSURared leads Mender Isaiml Urnim2 Direnim SoeW Stan lmd ENlmd Ma Widb TT -140 17" NUp RO 51.6)pf 51.67 pa Min Tap .1. =8ii NUp RiAc SI.Bl U. 51.61 µf Min Autoncl ed Load Case W2: MWFRS-Right(Up) nivibuled leads We 1avliml 1 im2 Dlaim sp 51m Imo EN LuJ TSBWid6 TW MII 2 11 NUp RW 51.67p:f 51.671nf Min Ttp -Ide ) 11 Is Up Ra 51.67pf 51.61 p:f Min Automated Load Case W3: MWFRS-(Max Dn) No Inds were defused for this load care. Automated Load Case W4: C&C(Suction) DiSnbuted leads Meter IMMiml I oim2 Di aim SXMI a. LVJ End late Tnb Widb TT -140 Da0 NUp RWs IN75pf I9,75p'f Min TT 0011 781 NUp RoM, 117.75p:f 117.75pd Min Try 781 ILI010 NUp RW 7454,f M51tef lain Tay 12-I0,I0 22811 NUp Rnk 117.75 p( H175Rf 39 in 1) This truss has been designed in accordance with ASCE7-05,145 nph, Exposure C The building is Gable/Hip with Building Category N (I= 1.15), Mean Roof Height 37 it, Overall Building Dimensions of93 it x 102 ft, Enclosure Gass: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This mass is an End Zone Truss. This truss is not in a Hurricane Prune Region. Load Combinations F Imticmhn Ray 1 DI LOD 2=ri 1M� 3 DI+W3 L® I_4_'DITU.75W3±0.75GI I.(01 5 DIa1175W3 IOW �6-011u-\V7 ffA]� Member Forces Summary TnNe iwsla: Memm m, m,. csL nw W.,1 ran. (n,spa.. lace adlr and 6onmx �v real Tcm Iw a- ae1� Q i ) 2a 1419 An IIn 4s neat -Uej1 1-2 a. -1.011 It 34 am 4n IN RE NI 67 o1h: 7x "1 .HSI> " nY8 .2gilh uI a. -295Rn weM LI n0b 571d '1. 3R B.SR ImIn, 1 (.Z a7 a9D x7U1k (-751 Ih:) 2A a6ffi 1.%S t: (410Ibs1 i7 elm 3DR F311d) Se am Lack, (- nab.) GUSSEr PLATES Additional Notes: Theend ofmcry chord segment shall balanced laterally perpendicularto the plancof the truss. Lateral braces shall be installed within 6n oftheend ofeach chord segrtent. Page 504 of 570 AILGFNFRALNOtES OFTHIS DRAWNG PAC)LAGBSHAILBE CONSIDEREDAS AN PU93R PARTOFIMIS COxflONFNf DESIGN DOCUMENT. NO MAT'IRE Cameron Engineering PROFE5S10NALFNGINEERS S& INDICA'TES ONLY THATTHETRUSS AS5ENBLY SHOWN ON THIS SHEETNEEIS'IHE MNIMUM APPUCADIED61GN CRIMM FOR r1Sl Cam I UWMS, WA NO CONDHIONS. TRUSS RffNIDFR CONFIGURATIONS. AND SPANS LLSMD ONTHLS SHEET: taymy COsm3 Cameron Engineering Truss: T68 `4d Phone: 303 800 6750 JobName: SURG TNT�Syste tlf. KeyKeyTm System Bradsca7neron@yahoo.com Daze 09/26/10 13:45:42 KeyTmss® System Cee 6.018 Version: 1.183 Page: I of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 22-0-11 -2 /12 1 0-M 1." 1 48 in 80A lbs 5-6-3 5-6-3 M-3 5-6-3 1-6-0 h — 5-6-3 --_, .—_ _ _ 11-0-5 16-6-8 - 22-411 T_ 3-11-2 03-0 1 2 3 i212 4 5 10 9 0-0A 0-0-0 SF3 1 -3 Se-3 66-3 Sfi-3 ~ 11-0-5 16-6-8 - 22-0-11 Giles i�dmefnaRrermvt inxed. 8gm¢iMiraie lazlaermninclvA. "Fstvers irtGmuOe iva�rdM1050S (AISpf lava ivluirtdal oe ert131k m[Mr[ EUM1 vuli i�Himvs Be vdxrdyazlertrs rtad� Wlae limpal¢are talledaY mllui mawi�vpwe is mpored RehrlOGerenl Nan Wfelhrcl:m6mlim All �ealov P:tfattrerin aJMaRJpa1h 19MAMI SIaifiwimli CtldFmm151W DbITn Mainainrairergair�Tn N16"�rvn Maimain LnlcrcrMglm�pna Y'16"irvn lv tecM1stmR palanaud CSI Deflection L/ (IM) Allowed TC: n713451 tt:O M in UP L/999 OQ LIM BC 1 (1900) LL0.01 in L/9A (1-2) LI W Wax 11932(24) Can IOR' 008 in UP 2LI454 10 M/W W Ciuiwely Bnatl C.I CH LI:(US in MI9A 10 M190 BC Pulin SpeiB=48 in Hie Mam in 10 Reactions Summary IT T LC BC B Wid Rtanim IT BC Rin R—t Max GnvU i0 Max MWFRSU i0 Mw Cfli'U ill MaaU in NIa Hm1 9 Pin(WL) I 1 2in IS N 9 I k91M -MIN -9611a NAIM -1'. 1. e H Rat ML) 1 1 3.5 in 5 51N 8 1 M N -1,171 IN -A019% -3A191Fa 7 HRdl(WU 1 1 85 in 444IN 7 1 SW IN -HIN -I.ml IN -Lml IN 6 HRdl IWU 1 1 3.5 in 42211s 6 1 W41h: -TON-I.7AIN -M11,a 5 HRat MQ 1 1 ]Sin V5IN 5 1 6/3IN RIBIk-241911a -24191m 9 Pin(WU 2 1 2in w I N 8 HRol (WL) 2 1 15 in )i61N 7 HRd) (WU 2 1 35 in MIN. 6 HRdl ML) 2 1 35 in Wilt, 5 HRd) ML) 2 1 3.5 in MIN 9 Pin(WL) 3 1 2in IV IN 8 HRd) (WU 3 1 3.5 in 5mlN 7 HHal (WL) 3 1 3.5 in 4MIN 6 HRat M'U 3 1 15 in 4DIln 5 HHal (WL) 3 1 35 in MIN 9 Pin(WU 4 1 21n MIN 8 HRA] ML) 4 1 35 in MIN 7 HRai WU 4 1 35 Un Dl IN 6 HRd) Mna 4 1 35 in 71011E 5 HRdgWU 4 1 3.5 in MIN 9 Pin(WU 5 1 21n IV IN 8 HRat (WL) 5 1 3.5 in ffiIE. 7 HRtlI(WU 5 1 15 in 4UIN 6 RRd1(WL) 5 1 3.5 in &VIN 5 HFall (WL) 5 1 15 in 9511% 9 PIn(WL) 6 1 2in 3/3IN _ 9 Pin(WL) 6 1 21n 412INH 8 HR l(Wq 6 1 3.5 in -1.171 IN 7 HRoll (WW 6 1 351n -mIIN 6 HRdI(WU 6 1 3.5 in -7SHN 5 HRai (WL) 6 1 35 in 44BIN 9 Pin OWL, 7 1 21n -MIN 9 Fin(WL) 7 1 2in 4121NH 8 HRat MU 7 1 }Sin 4.171 IN 7 HRat ML) 7 1 35 in AS IN 6 HRai FILI 7 1 3.5 in -753IN 5 HRai (WLl 7 1 3.5 in 44916. 1 Page 505 of 570 ALL GFNFRAI. NOIFS OF TIES DRAWING PACKAGE SHALL BE CONSIDERED AB AN INTEGRAL PART OF THIS CONMNINI DESIGN DO(7IaENT. NOTE THATTHE Cameron Engineering PROFESSIONAL ENGINEERS SEAL INDICATES ONLY THAT ME MUSS ASSEMBLY SHOWN ON THIS SHEEP MEETS THE MINMUM APPUJ UE DESIGN CRHERIA FOR Im Cie C. THE (GA)S. LOADWG CONINHONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS UFOED ON ME SHEET. Ism. CO mia, Cameron Engineering Truss: T68 Phone: 303 800 6750 dobName: S11RG KeyBuild®System Bradscarneron@yahoo.corn Date: 09/26/10 13:45:42 KeyTmss® System Gee 6.018 Version: 1.183 Page: 2of3 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2U-II -2/12 1 0-0-0 1-" 1 48 in 80Albs 9 Pin(WLI 8 1 2in -I,TA Ib:H 8 NRaI1WL) 8 I 35in d,0191. 7 HRd i MQ e I 15in -I.USI IIe 6 HHSI Ovo 8 I 35in-1.9Alls. 5 HRd11WL) 8 1 3.Sin-241911s Loads Summary LDad Case LFI: Std Live Load Dieribuled LMdv hlnM l i.1 1m11.2 DiR im Spo S. Ure FNLuJ Tnb Wi86 Tap Cw Davn Rq W'f 31p:f 'Hin Bo Cm Da Pq 0fef Oief 4in Page 506 of 570 IIA GENERALNMES OFTHIS DRAWING PACKAGHSHALLBECONSIDERED AS AN I RALPARTOFTHIS COMPONFNTOFSIGNI%ICUAffNF. NOMMATTHe I Cameron Engineering II PROMSSIONALQJOWFfliSSPALWDICAT60NLY THATTHEMUSS ASSFMBLY SHOWN ON'11115 SH ARRUi MEMIND4UM APPUCAB1E0E51GN CRMEHA FOR 1153CVA•C THEIDADS, MADING COMMONS, TRUSS A461BER CONFIGURATIONS, AND SPANS LISTED ON ME SNUFF. L> .COH wN Airii „ L1Syst YLLf KeyBuildOSystem Keyfmss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 Brddscarneron@yahoo.CDm Truss: m lobNae: Date: System Page: Report: T68 SURG 09/26/10 13:45:42 Cee 6.018 3 of3 Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 22-0-11 -2/12 1 0-0-0 1-6-0 1 48 in 80.4lbs Load Case DI: Std Dead Load Distrlbumdloads Menhr l "iml I®rim2 Dimaim Spcid Srvllm! Fitl lmd Tib Widh TT C. Dam Rds IOfef IOtnf 48in Bn Con Dam Ran, IU0 10pf Gain Amounted Load Case Wl: MWPRS-Left(Up) D=bumd Loads miner Idliml mdm2 Dirsdm Spin Sinn L-i Dd wd ]!,Wim UT OW Ia60 NUp Ra 51.6]pf 51.0'r Min Tap 1860 II 11 NUp Rah SL67 p:f 51.67pf 48in Automated Load Case W2: MWNLS-Right(Up) Distribved loads m.� re'aiml Isadm2 Dnr7inn sutra 81m 1m1 ad led Tdbwimh TT S 11 ] 11 NUp RWs 51.6]Pf 51,6]@f 48in Top OUa 5011 NUp Rdar SL671^f 51.6]iuf 48in Automated Load Case W3: M WFRS{Max Dn) No bads were defiled for dim load case. Automated Load Case W4: C&C(Suction) Dismbuled loads Tap i'M 1=0' NUp Rik ]454p:f W.54 pf a8in Tap 14410 2t411 NUP RW 117Z, II7.]S ref Q9in Tap II811 ZWII NUp Rah 140.]S p:f IGQ75pf 48in 1) This truss 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 of 93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 9.30 ft. The left end vertical has not been exposed to wind. Theright end vertical has not been exposed to wind.This truss is an End Zone Truss. This truss is not in a HunicamProneRegion. Load Combinations Additional Notes: The end ofevery chord segment shall be braced laterally perpendicularto the plane ofthetmss. Lateral braces shall be installed within 6" oftheend of each chord segment. Page 507 of 570 IIPROFESSSONALNENOINEERS SEALAWING PACKAGE S�BECONSMERED AS WOCAM ONLY MATMEMUSSS ASSSEMBLYSBON ONTHE SHHFE17fr THEMININIMIGPPLICUAffNRISIGN CCRITERIA MR TME I ImCwr_�Crancran ng II MELOADG. LOADING CONDMONS. TRUSS MFMBER CONFIGURATIONS. AND SPANS LLSTFD ONMIS SfffCl. Cameron Engineering Truss: T69 A -WO. Phone: 303 800 6750 Bm JobNe: BURG iva.... KeyySystem BI.4dSCanleronQYah00.COm Daze: 09/26/10 13:45:43 KeTm KeyTmss® System: Gee 6.018 Version: 1.183 Page: 1 of4Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 3-3.3 4.995/12 1 0-M 0-5-0 I 48 in 17.2 lbs ^ &33 1-9-1 3-1-12 2 5 4 3 O.aO O-D-D 33-3 3-3-3 Ciiclu im6aefssleiecmainvrela. Squres irtficae Lvteiemminclv�. "Fsslwen'iidcna lh �emhrdYIOSDS (A6p fmleren regomlW ae erdd Je ncrzhr. Fnu'Awl¢im6ml[s lle rvmhrdfmlena rtgnred Wlvecovaiim pma urecJledan mJus gawi�a3i is mpv'red RefcrwG.rtra N4R. fa Nlkrclvrifcmim AllvvaN[skmperf Iertris cWCWmMper Ne l9XALSI Spailmlimfv CtldFmmlSlxl Rsiym Mviitain fslemrnryci�Uw Wl6'trvn MtiNvin fartem[QP �pns Wl6'mnlvesAalmd seal eci mvn7e6 CSI Deflection Il (roc) Allowed Tc: O&O02) MamI Ll ew (I-n LIW BC: I'mlry ) LL amen LIA19 U-2) LIJ9) Weh a,ss( 3) HmMQMin 2 W Cu4i�ly BnnnA BC PWin Slncb0=4i8 in Reactions Snntinary IT W BC B Witl R.I. IT BC M R. MUG—U i0 sWWRSUplift M.0 C8,CU ift M U ifl MU Hai. 4 Rn ML) I 1 21n ]WIN 4 1 3141b 5216� 445IN -0451h 561� 6 HRdI IWL) 1 1 SSin I411tr. 6 1 2R916. .p3lb -I.ml IN -1.Mi IN 4 Pin(Wo 2 1 2in 3141N 6 HKnit (WL) 2 1 35 in MIN 4 Pin MO 3 I 2in 14 IN 4 ZOL) 3 2in 6INH 6 HRd] (WL) 3 1 a5in WIN 4 Pin(WL) 4 I 2in 266IM 4 N.MQ 4 1 2in 4INH 6 HRd] 1WU 4 1 35in bI IN G Page 508 of 570 ALLGENFJ2AL N(MS OPUS DRAWING PACRAGES1A 13ECONSDEREDAS AN INIEGRALPARTOF'IHIS COMPOIF DESIGNL=L .. NOTETHATTHE I CRnemn Engineering II PROFESSIONALENGWEERS sF WDICATh ONLYTHAT'IHE'IRUSSASSFMBLYSHOWNONY SIffEr�1HEM1nI4MMAPPUCARIEDESIGNCRf19 MR 17MC—Com THELOADS.IUADWG CONDmONS.3RU55MEMBERCONFIGURATIONS,ANDSPANSIJSIPDONT ESHEEP. Im^nm c0 Bmm Cameron Engineering Truss: T69 L°- Phone: 303 800 6750 aobName: SURG rvnw...... xeyElila®SysteSystem Bradscarneron(@yahoD.com Daze: 09/26/10 13:45:43 Keyrma® System Cee 6.018 Version: 1.183 Page: 3 of4Report: Eng Hot SPAN P= QTY OHL ORR PLYS SPACING WGT/PLY 3-3-3 4.995112 1 0-" 0-5-0 1 48 in 17.2lbs 4 Pin (WL) 8 1 Sin WeftH 6 HRdl MI) 8 1 35in-1.6811k Loads Summary Load Case Lrl: Sid Live Load Load Case DI: Sid Dead Load Disuibmd loads Memo L=iml 4 tim2 D—M Spew R.Intl FN tml mb Wlah TT C. Dam Rake IBp:r Io Psf 48m B4 Cm Dmm Rvl¢ 101af IOyE 45 in Automated Load Case W 1: MWFRS-Left(Up) Diwibaded loud, Men I i.I I I.2 ll.im Sp Saw lml EA Uvtl Tdb W,dh TT 000 3 3 NUp ROw DICK fcf MW f¢f 48in Top 333 3 3 NUp R,3e 1431 p:f 1431 Wf min Automated Load Case W2: MWFRS-Right(UP) DimSwled toads MenL+ ImimI 1¢aim2 DI —I. Sp R. HU Tomb WAh Top U00 333 NUp Re T.69p:f 37.I&,f Qin TT 3k3 383 NUp Redo V96pf r..%,f Min Page 510 of 570 ALL GENERAL NOTES OF THE DRAWING PACKAGE SHA1l HE CONSIDERED AS AN W'IEGRAL PART OF ME COMPONFNF DESIGN DOdUNlNr. NOn3 THAT THE Canteen Engineering PROFESSIONAL ENGINEER'S 5PAL INDICATES ONLY TNTTRE TRUSS ASSEMBLY SHOWN ON THIS SFRM MEmS THE MNQsRJM APPIICABIE DESIGN CRITERIA FOR 1753c ..Cpn THE LOADs. WD HWG CONDITIONS. TRUSS M1ffMBER CONFIGURATIONS. AND SPANS DSIFD ON ME SHEEr. U mq CO R1osi Cameron Engineering Truss: T69 `- AKIfR Phone: 303 800 6750 ]obName: SURG - a,. — KeyBuild®System Bmdseamemn@yahoo.com Daze: 09/26/10 13:45:43 KeyTnuss® system Cee 6.018 Version: 1.183 Page: 4 of 4 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACWG WGT/PLY 3-3-3 4.995112 1 0-" 0-5-0 1 48 in 17.2lbs Automated Load Case W3: MWFRS-(Mm Dn) 3.3a 3 3 NDom Rah 7.67mf 7.67 m'f 4Sin Automated Load Cue W4: C&QSuction) Datrbued Laws Mcrthr L iml trcatim2 Di.— Sucd Stan tmtl FN lme Thb dh Tap Dur 333 NUp Rate 1%15,f 1IlI510 69in TV 3.33 NE3 NUp Rah M57pf 39.57p;f air 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 end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hunicane Prone Region. Load Combinations I 1 Co Rnv I DI 1UA GUSSECPLAIM Additional Notes: The and ofevery chord segment shall be braced ]metal If perpendicular to the plane ofthe truss. Laterdl braces shall be installed within 6" ofthe end ofeach chord segment. Page 511 of 570 II PRO SI N. ENGINEER D 0 S.m7RU55SMONLY FMBFA COTTRE1R TIOIIS,ANDSYSHOW lON MID ON3H195HQ:IMFEIS INEMWNIUMDMPPUC�nD•FSIGN CROERN FOR I � 17Dim CCn Rg II n; Cameron Engineering Truss: T70 Phone: 303 800 6750 JobName: SURD LMe n.NYr,<7.. KeyBuild®System Bradscanleron@yahoo.com Daze: 09/26/10 13:45:44 KeyPmss® System Cee 6.018 Version: 1.183. Page: I of4 Report: Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 3-3-3 A.995/12 1 0-5-0 0-M 1 48 in 17.2lbs P-50—._--_3_3-3—__.._ —1 3.3J 3-1-12 1-9-7 6 1 o-B-o p-s-aB-5-z-0Ga '11-5-U 3-3-3 � Ciicla irtcale fazivercom inerxhs. Sgvres irvtirnle taertrmminclvA. "Fmlemi irt4mleslk �emhrdYIR SFAS WSU fssloers rsfiiW e�aeeNtllh �renhr. Ex4 wl¢irt6aoth mmhrdfmleren w4^� Whrec [Iim d:4c uredlNmmn:S h wins.adye is��Ref 10 GoeW NaafmfWkr<larifaim Allawae slavlafaumris cJMwedperlk 1996 AI515Inifralim fv fdAFmrctl Slxl DsiQn M.vimin fa<uvsfgin6nl A'16'Irvn MainNnlssum�c�m�pnwh'IN pan fa eaNehad slal mraud CSI Deflection IJ (loc) Allowed tC: a617(12) ' gwin UP LIM O1 ) LIM BC: RMF(N Wnot in LIM (1-2) LISP Weh awl-N H Y oaiin 1 TG Ca is lyBw BC PW in Sfaciq=4S in Reactions Smmnury 7 PN(WL) 3 1 tin 14SIN 7 PI.ML) 3 1 tin LIGH 3 HRdl ME) 3 1 2in wzlI 7 Pin(WL) 4 1 2in 5111a 7 Pin(Wq 4 1 2in AftH 3 HRA) RL) 4 1 2in 2f6RI Page 512 of 570 11 ALLPROMS�LNOIFS OF TH"FRS SFALCl01CAM ONLY THATTREMUSSS ASSSFhIBLDRAWING PACKAGE SHALL BE CONSWERED AS Y AN N ON THIS SFEET MEETS THE NUNr N��FFSIGN CCRRER1A FORl TTHE � 175C 01. THE LOADS. CONOmONS.IItUSSMEMBERCONFIGURATIONS,ANDSPANSIISIFDON7 S=.. I]9 Cmc Can Cameron Engineering Truss: T70 Z'' Phone: 303 800 6750 JobName: SURG fNfISyst ti1JC KeyKeyT. System Btadscameron@yahoo.com Date: 09/26/10 13:45:44 Key71ilssd9 Systelle Cee 6.018 Vefsion: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 3-3-3 4.995/12 1 0-54 0-0-0 1 48 in 17.2lbs Fin (WL) 6 1 2in ? lwH H Ron ML) S 1 2in 441fe Loads Summary Load CaseLd: Std Live Load Maribnwd loads Mvrhr I iml Imsim2 nimim S—W E.I t En,i l Tnb Widb Try Cov tNm pm m'r m'r Agin Ba Cm Uam FPS OR.f oisr Aem Load Case Dl: Sid Dead Load DLmlb.Wd loads Menhr f iml Lrcnim2 e—im Smal Stan tud 6d1m1 Tnb Wjdh TW Cm Oam RNx IOpr IO of Agin ntl Cm Omm Rnlx 101[f IOF:r ASin Automated Load Case W l: MWFRS-Left(Up) DLstdbuled loads MtMcr t_niml tu'.nim2 Di.im Sp,m S'm latl EnA Tib Widb Try 450 040 NUp Rat D..Sbgf Z,%,r 481n Tay 000 S13 NUp Rat P0,c n.ml.r Agin Automated Load Case W2: M WFRS-Right(Up) DisdiMRed Loads mn Is.iml [—mim2 Dinnnim Sped S. L-1 Ed WW Tib Widb TT 450 000 N Up Rat 14.31 Pf 1131 f 48 in Ty 000 s3J NUp k Rampf 31 2A04'r 4ain Page 514 of 570 IIALL GENERALNOTES OPTHIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIEORAL PART OF M[S COMPONENT DESIGN DOCUb .. NOTETHATTHE I Camamn Engineering II PROFESSIONAL ENOINE25 SEAL INDICATES ONLY THAT THETRUSS ASSEMBLY SHOWN ON TWS SHEE17 MEETS THE MWIMIIM APPLICABLE DESIGN CRnFRM FOR 1]ACvreCm THE (DADS. LOADING COnMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS WTED ON THIS SHEET. �ma C-0 1 Cameron Engineering Truss: T70 Phone: 303 800 6750 JobNatre: SORG nrrep.muaus`` KeyBuild®System Brads�on@yahoo.com Daze: 09/26/10 13:45:44 KeyTmss® System Gee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 3-3-3 4.995/12 1 0-5-0 0-m 1 48 in 17.2lbs Automated Load Case W3: MWFRS-(Man Dn) Distributed loads MCMn Ia'.w'ml Isaiml Di—tim sv as. 1-1 Endlml Tnb WiM TT CISO 000 Nnmm R"' 7.67 xF 7.67p:f Cain Ty ono 113 NUp Ralx '05'r 211Sp:f am Automated Load Case W4: C&C(Suction) Dimmbund lmas Mrnhr IamimI 1—t1m3 Dim-,im spear Sr. lmd FN IaW 'Rib Widb Tip D50 Wo NUp R"' ZA'r'.f 2(9.5'r Qin 3 TT 000 3 NUp Ru4 1%151rf 151151er Cain 1) This truss has been designed in accordance with ASCE7-05,145 mph, ExposureC.The building is Gable/Hip with Building Category IV (I= 1.15),Mm Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft. Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End ZoneTTuss. This truss is not in a HunicaneProne Region. Load Combinations GUSSET' PLATES Additional Notes: Warning: Possible conflicts in geolretry may mquireadditional design review. Theend ofevery chord segnent shall beirmood laterally peryendicularto theplaneof the truss. lateral braces shall be installed within 6" oftheend ofeach chord segment. Page 515 of 570 IIeco� THnmoNco�scCTI ng FESSIOam�""CT�TTxixnosSHONOHISSH�TmiNDIiUnpucaBllrvclinAR C.C.�wccono RsWoII Cameron Engineering Truss: T71 iY wcuc Phone: 303 800 6750 JobName: SURG KeydOSystem SyeyTmss® Bradscazneron@yahoo.com Daze: 09/26/10 13:45:45 KeyTm System Cee 6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 2-3-6 5.014/12 I 1-7-5 0-5-0 1 48 in 163lbs t_as z-3-s B-s-B 0-813 LH4 2 6 o-o-o ao-R za-s 2-3-6 to Ciml¢i�d¢(e fmtemmnin wek. Sgmimi�drs<f iemcuveindn�k.'Fartcrm"iNirw«Ik(uAsrdBIOSDS(A1511 fus(oen mµimwae<MdOc �mmkr. FrcM1 M.Iint.nn¢(knukerWITrm.xmPiimi s Wlvemv.4.. WIT inin or.hi duwitic ellate ie mlewl RU¢aGncM Nars Imt krdvnfaim Al1ovWYe skvlerfaziemis WaJaW folk IALALSI Slaiardimfm CddFmmlSl¢I �ige Mvimuinlu(<mefm'i�BO A'Ib" min Muiruinfae(merc� tm�y�'nY A'Ib" rttin (otxM1eM¢ d s(¢I mvectM CSI Deflection U (10c) Allowed TC : 0.6750-1) n(101 in UP LIMA O-B LISP BC: WM5 ) ILBin LIM C4) LI3m Web B.MOA) C.IOHYLn01 in UP Em 5 m;m w Cmei.ly Brz� Cm IONI Bin 2L MA 5 2L SO BC Min Spec W.4 in lfixnM Boi in 5 Reactions Smnmary IT LC BC B WiL R.im IT BC M.R. 4 PiIML) I 1 15in 3151b: 4 1 5blk 7 ItRai MQ 1 1 15 in in 7 1 YM Im 4 Pin(WL) 3 1 15 in 5061k 7 It Rai (WU 3 1 15in OOI1 4 Pin(WL) 3 1 15 in 9N 4 Pin AWL) 3 1 15in BI IkH 7 HRai RO 3 1 15in ISlls 4 Pin(WL) 4 1 15in MEN 4 Pin ML) 4 1 15 in 611InH 7 HR&I MU 4 1 15 in lmlk 1151k -wl1 S Iln Page 516 of 570 ALL GENERAL PROMSION N GP46R55EU,WDIICAMONLY7 TTEMUSASSF LDRAWING PACKAGE SHALL BE CONSIDERED AS YSHOWNON'IHISSRAL PART GN MFYIS'I}IEMMPRIMAPPOIICAUDFSIGNCRIIFRIAFOR MAT `MS I l ron MC,NnC�Rg TNEIAADS, LOADING COMMONS, MUSS MQr®FR CONFIGURATIONS. AND SPANS LISTED ON 7 $HEEL Cameron Engineering Truss: 771 wR�w.a.; Phone: 303 800 6750 lobNare: SURG n.T KeyBuild®System Bradsf:ameron@yahoo.com Date: 09/26/10 13:45:45 KeyTmss® System Cee 6.019 Version: 1.183 Page: 3 of4Report: Eag Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2-3.6 5.014/12 1 1-7-5 0-5-0 1 48 in 163lbs C Pin (WL) 8 1 3.5 in 1,ffi Ib:N H RtlI(Wq 8 1 15 in -5191M Loads Summary Load Case Lrl: Std Live Load Distributed Las& MCR I inn l 1®tim2 Dirstim Smai Slan Intl Fid1mJ 'nib Widh TT Cof Lbm Py M,f 21pf 4U in B. Cm Wxn PmJ Opf O,f Min Load Cue DI: Sul Dead Load Distributed Leads wnm 1¢niml Imlim2 Di.im S,c Smn lnW EN 1md Tib Wihb Tap Cm Dom K IO pf' IOpf Min BN Cm Drum Rak 10 p.f IOfsf Cain Autorated Load Case W I: MWFRS-Left(Up) Dimibecdloads Tap DDO 2-M NUP Rile Zi.w f 2t9/fef Cain Top SM Nf6 NUP Ril 14Npf IC)Apf Cain Automated Load Case W2: MWFRS-Right(Up) Diaib dloads TOP BOB 2 6 NUP Rah 3).69'J' a,69p;f Cain Tip 236 286 NUp Rnk 21.95pf P.%,f Min A GFNERt NONE OF ME DRAWNG PACKAGE SlP BE CONSIDERED AS AN IN RAL PARTOF ME COMPONFNf DESIGN DOLMffNR HOUR MATTHE PROFESSIONAL ENGINEERS SE M EATES ONLY 'IHATMEMUSS ASSFMHLY SHOWN ON'MM SHEET MEP1S ME MINIMUM APPLICABLE DESIGN CRUEWA FOR THE WADS. LOADING CONDITIONS. TRUSS JAENIBFR CONFIGURATIONS, AND SPANS IJSTED ON THE SHEi.. Page 518 of 570 Carron Engineedng lmcC Con Iv®nnnL CO satin Cameron Engineering Truss: '171 Phone: 303 800 6750 IobN.: SURG KeyBuild(IDSystem Bradscamemn@yahoo.com Daze: 09/26/10 13:45:46 Keyrruss® System Coo 6.018 Version: 1.183 Page: 4 of4 Report; Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 2-3-6 5.014/12 1 1-7-5 0-5-0 1 48 in 16.3lbs Autornood Load Case W3: MWFRS-(Max Dn) Distributed loads Mentor t inn Leuiml Dialim S� SonEhdt Tnb Widh Tip -1-7S 000 Nnp R. A.a pf 2t51 R.i Min IT Dan)2J6 NOp Rnk, 1.91pf 1.%'r din Try b36 t&6 Nnvm Ro 7.7a P( i.n,r din Automazed Load Case W4: C&C(Suction) TT 000 2-36 NO R't I`A115yf 13115gf din TT b36 286 No, Rnke x957Z 3937'f Min 1) This cuss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Gable/Hip with Building Category IV (I = 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hunieane Prone Region. Load Combinations GUSSET' PLATES Additional Notes: The end of every chord segment shall be braced laterally perpendicularto the plane of the muss. Lateral braces shall be installed within 6n of the end of each chard segment. Page 519 of 570 RI C!arri Engineering FFESSIOENGIEERSOATESONLY USSASHOMNOONTHIS SHEErENUMAYPPUCARRUDESIGNNCOER1A FOR mCeCoun @S,MUSS WR CONFIGURATIONS, AND 5 ON THUS SKEE17. I7. Cameron Engineering Truss: T72 Fy � Phone: 303 800 6750 7obNBme: SIRG en n��w KeyBuild@System Bmdscameron@yahoo.com Daze: 09/26/10 13:45:46 KeyTmss@ System Ox 6.018 Version: 1.183 Page: I of 5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2-3-6-5.014/12 1 0-5-0 1-7-5 1 48 in 20.2lbs 0-5-0 236 t ZS F -- --8y —FT.— 2-3-6 1-8-0 0-8-13 6 t 0-0-0 0-60 o-5-0 1-10-8 05-0 2-3-6 Ci¢Ies iiYu'wefulererem9inxre�. 6y¢�es i�dwef IemaM inclmk. Tnal ' nchwcs ale mmb NNI05nS WSH Lsslems rzPurol at ve gtld�h �� EssM1ylu inEtLn lle vrXrdfutercix rtynrtd Wlvecw[dim ltlmcmwlledm mnva &,An,,adNeisr,xi d Refaio Gemcl Nd fa6alhcclmiflwim. NluvaNe skvfvfuiveria cJntlaietl)errh l9MAISI Sfaifwimfm CddFmmislal Daip. Nw'iaainf ¢vapnin&u 916•�iun Maiwinf mae �rtvljnw 916•�an finexM1aM1sld srxl mv¢ved CSI Deflection U (roc) Allowed w RMI.z MOnl in LIM 6 L/2M1 Be - 020I(34) W Oin L1999 6 L/3W Wck 06)E ) Cm/OHn U(binl MIM 7 M191 is Cann—lylt l Cm/OHLL ant in MIM 7 M190 BC Rdln Sp i,=49 in Hme ID Ow in 7 Reactions Summary 2n Hn H -Aelb-3.7561� -17% In AM lln Page 520 of 570 9 II PROMSiO THE ERAI.NOIFS ENO O SMICA SM1ffMOFRCONFlIGIMUSSNS,ANBLYSHO N�FOnNO9HISS3HFPfH� THENUNNM MIONMDOCA6M14Nf.61GN CCRfIFAIA FOR I mc—C. ng II Cameron Engineering Truss: T72 �.n.ma — Phone: 303 800 6750 JobNane: SURG KeyEuild"stem BradSCameron@yahoo.00ln Date: 09/26/10 13:45:47 KeyTtuss® System Ore 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2-3-6 -5.014/12 1 0-5-0 1-7-5 1 48 in 20.2lbs l 6 VFill wu 8 1 Min A019 ftH 4 Pin ML) 8 1 tin -3.ffiJl 4 Ph AVL) 8 I tin AIDI ftH Loads Summary Load Case Lrl: Sid Live Load Disributellmds W. I inn,I 1-2 Mn%nm S,m S. lmtl EJl TnbWidb Ty Cot W.w Eq W,f Alai Min B. C. Dan, FRI OP.f Op:f Min Load Case DI: Sid Dead Load Distobot d Loads Mu r L iml I 11m2 Dire m Spctl S. Lvd wlre Tib Widh Tay c" �.m Rdx IOlef IOp:f min Bd Cm Dorn Rak IOlef lolsf 48in Page 523 of 570 CGRl Engineering PPROSI�ONICMONLYTMUSSASLYN�MEPNM UMUMINCn MR1]53CC. THE S.AAWG COND SSAO, HS I51PDOn65�II m FN..M�FI..Z., KeyBuild®System KeyTmss@ Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscameron@yahoo.com Truss: JobName: Daze: System Page: Report: T72 SORG 09/26/10 13:45:47 Gee 6.018 5 of Eng Piot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 2-3-6-5.014/12 1 0-5-0 1-7-5 1 48 in 202lbs Automated Load Cue WI: MWFRS-Left(Up) DLmrbuted loads Mm r Im im l Imalim2 Di—im Sp W Sun lad FNlml Tdb Wimb Tap 450 DUE NUP Rur V.451ef 0.W p+f Win Ty 000 Y16 NUP Rats Sl.(9 p:f 9.6 ain Tap 2M 11011 NUP Rids Z7.as 21.95p:f 48in B. A50 040 NUP Rotr 818 p:f �18 p'.f ain Automated Load Case W2: M WFRS-Right(Up) Dismblued loads Mmhr t_ximl 1-nim2 Dig m Se Sim lmtl Etl LvJ WbWidb Tap 450 000 NUp Rake 14.Mp1 1 N'r Win Tip 000 2.M NUp RV awp:f A91 pf 48in TW 2-M 11011 NUp Rah 51.53p;f 51.9 p:f Win Bn 060 DM NUp Rnka $18Pf miss Win Automated Load CBse W3: MWFRS-(Man Dn) Disnbuwd loads We [ iml 1¢alim2 Di.im Snm SIw EeE FaIEW Tdb Wimb TT 450 000 NEn` RWe 7,-fef ).78p,'f Win Tap 000 2M NUp Rex 1.%f I.91pf ain Tap 2-M Hull NUp Rn 2R51 p:f N51 psf 48in Automated Load Case W4: C&C(Suaion) DESnbund loads WC Imaiml 1aatim2 Direnim Snud SW turd Pdlml Tdb Wi66 TW 4" WO NUP R. 2A5)Rf- .57" ain TW One 2-M NUP RAe Enlsnf 15115p'.f 48in TW 2M Stull NUp Rah 3I9.5IEf 2R57''f Win Bo 4M 040 NUp Race 85.m,f KM,f 48in Ba 060 2-M NUp RBh mm'r 81m'r afro 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposum C. The building is Gable/Hip with Building Category IV (I= 1.15),Mean Roof Height 37 ft, Overall Building Dinensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Humrane Prone Region. Load Combinations Forces Summary THe imi .: M ,m, —EEL run add f , MISS717 PLATES Additional Notes: The and of every chord segment shall be braced laterally perpendicular to the plane of the truss. Lateral braces shell be installed within 6' of the end of each chord segment. Page 524 of 570 ALL GENERAL N01£S OF MS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INRGRAL PART OF THIS CONPONFNT OFSIGN DOCUMENT. NOIE'It1Ar THE Cameron Engincering PROFESSIONAL ENGINEERS SE INDICATES ONLYTIATTHETRUSS ASSFFWLY SHOWN ONYXES SHEET NUMB THE MINIMUM A UCABU DOME CREITUA MR 17n Dom Curl ME LOADS. LOADING CONDMON5. TRUSS MEMBER CONFIGURAHONS, AND SPANS IISIED ON THLS SHEET. lopmm, CO BUSH Cameron Engineering Truss: T73 r.R..wn.,r• Phone: 303 800 6750 JobName: SURG ., KeyHBild"stem Bradscarneron@yahoo.com Daze: 09/26/10 13:45:48 KeyTmss® System Qe6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-8-2 4.994/12 2 2-6-2 0-5-0 1 48 in 15IDS 282.__— H-2 0-8-13 1-63 2 6 0-a0 1 5-s s a -gym s-0. i 4H Cialn W mitfimmrw i—ks. Sgv7as inErne foR¢rcrmvn indvds. •Faslercrt'irtficucs nemmhr dYlO SDS Ws01w1acrs reµreiw veeNdlkm r. ExM1 wln; iidoun lk �uihrdfu teren regored Wka cars imdwa mcdlda4mMs drmvi%a(Iweisn%pnd Rn ria Creiml Nam lafimkrcla ifialim Allavade sharp (ulemis cNMnvd Brlk li'bA1515P=iawia. fvCtldFmm151al4sipi. Mdrmin Dslcrtrarycirgu 4'16'min Mdmtin Gsrcma¢e rm�pnw 9'16'mnra eaEakeld Seel mvcvM CSI Deflection U (loc) Allowed W : a914(SI) T,006DUP LIM 1 LIM BC: 0509g 3) IL BID in L/Wi 1 LIM Wch a=(2-3) cw I ON M am in L-I nl 7 M190 TC Cmiimsly Brecht C.I ON U,.0 in 2LI999 ] 21I90 BE Min Spam,=4 in Hae TL Am in 1 Reactions Summary 5 Pin ML) 2 1 21n Mini 4 HDID ML) 2 1 3.5 in MIN. 5 Pin(WL) 3 1 2in 4111c 5 Pi.ML) 3 1 2in INImH 4 HBID (WL) 3 1 3.5 in wilt 5 Pin(WU 4 1 sit Alb 5 PinmL) 4 1 2in 9516:H 4 HRdl WL) 4 1 15in 2SIb Page 525 of 570 IIALL GENERAL NOTES OF THIS DRAWWG PACKAGE SHALL BE CONSIDERED AS AN BOUGRAL PART OF THIS COMPONENT DESIGN BGCUhQENI. NOTETHATTHE I Cameron Engineering II PROFFSSIONALQJGWFFRS SFALPNMAES ONLYTIATIHBTRUSS ASSEMBLY SHOWNONMBSNFSIMEEISTHEMWIM(IMAPPIJCABI£DMIGNCRm FOR 17mc—Caul THE (GADS. WRONG CONDMONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS USTFD ON THIS SHEEr. Im=�nvc. CO ME Cameron Engineering Truss: T73 A .2Af elv �� Phone: 303 800 6750 ]obNBme: SURG Keyfluild®System Bradseanleron@yahoo.cam Date: 09/26/10 13:45:48 KeyTfuss® system Coe 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OF1R PLYS SPACING WGT/PLY 1-8-2 4.994/12 2 2-6-2 0-5-0 1 48in 15lbs 5 Pin IWU 8 I tin L. Ib:H 4 HRal M, 8 1 15 in Z5161k Member Material CSI Loads Summary Load Case Lrl: Std Live Load Dna ibnedloiaN Menlo I iml IrtatM2 U.I. S,e a. local EN 1,nvi Tlb Wimh Tay Cm Dave "M Apf M,f 4aln B. Cm W.vn P j Olsf Olef Min Load Case DI: Std Dead Load Dlmibprodloads Merthr tmliml Im11m2 Dirt'tim Spell SW lml E,dm TI,Wi86 Tap Cat fAni Rake IOlef IOlef 4U in B. C. N.m Ra R. IB lrtf 4SIn Autonao.d Load Case W I: MWFRS-Left(Up) Ty B00 142 HUE Rek[ MW,r MB1p:f Min TT 1A2 L1-2 NUp Rate RK,f 1432 f Min B. 000 146 HUE Roe 2RI8pf 2318p;f Min Automazed Load Case W2: MWFRS-Mght(UP) D"a,bond lords TT ORB 182 HUE Rnlx 3).(9p:f N69 xf Min Tap 1S2 31-2 NUp Rah V96,f P961nf Min B. 1814 DI-2 NUp R. 2418pd M18pf Min ALL GENERAL NONE OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN Wllf RAL PARTOP THIS COMPONENT DESIGN BOCUM .. NCM MAT ME PROFESSIONAL ENGWEFR'S SEAL P'DICATES ONLY MATTES MUSS ASSENIBLY SHOWN ON THIS SHBBf Fff£IS THE NUNWM APPUCABIE DESIGN CRMERIA FOR ME LOADS, IDADWG CONDMONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS I.1SMD ON ME SHEET. Page 527 of 570 Cameron Enginceling 17M Cow C. IaViw. CO BCQI Cameron Engineering Truss: T73 - [,a�e,W.,ti[ - Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:45:48 Keyfmss® System: Cee6.018 Version: 1.183 Page: 4 of4 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-8-2 4.994/12 2 2-6-2 0-5-0 1 48 in 15Ina Automated Load Case W3: MWFRS-(Max Do) Diwibuledlnads Meru t_s iml Irtetim2 D,essiv: Sw Smn lmd Ed lmd Tnb Widb TT -282 nnn NUp Rao[ N..63pf 0.63 fcf 48in Top 000 142 NUp RW 206Ir.( 206'f min Ta 182 2-1-2 NW.m Ra 7.65Inf 7.65,( 4Hin Automated load Case W4: C&C(Suction) DiNibuedlmds TT 142 2.1.2 Ba D(A) 146 Bd 1A14 11-2 Rah Rake 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is GabldHip with Building Category IV (I= 1.15),Mean Roof Height 37 ft, Overall Building Dimensions of 93 It 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 tress is an End Zone Truss. This truss is not in a Hurricane PmneRegion. Load Combinations l au Is.] ro N summary Tvtle iMiWes:M[MxrlD, rtux C54 rtax uiNf .Omv wmr.f ifdRered fi-T lix tiWf e) TCM Is.] RT4 -'gi ib: I-z n915-S641Is 26 nM5 -n lFe WCn, 1-1 0.9A 91k }1 Q. 01G w[h 1-1 0.3A -s1t 1b 2a n9II 24651d hnuF<) GUSSET' PLATES Additional Notes: The end ofevery chord segment shall bebmced laterally petpendiculartu the plane ofthe truss. Lateral braces shall be installed Within 6" oftheend ofeach chord segment. Page 528 of 570 All GFNF NOTESOFT NDRAWWOPAC"GESH BECONSIDFAFDASANINIFGRALPARTOFTR6COMPONFNFDESIGNOOCO ..NOIETHATTHE Canlaon Engineering PROFFSSIONALENO04FFA5 SELLNUICATEH ONLY HIATTHETRUSS ASSFh®LY SHOWN ONIMS SHFElbffSIS THEbIDVmIUId APPIICADU DESIGN CRITERIA FOR IMC—Cw THE (DADS. WADNG COMMONS. TRUSS MFNBER CONFIGURATIONS, ANDSPANS LISTED ON THIS SHEET. Ia:�4 ro �l Cameron Engineering Truss: T74 I:vk�`. Phone: 303 800 6750 iobxane: SURG KeyBuild"slem Bradscameron@yahoo.coln Daze: 09/26/10 13:45:49 KeyTruss® System Cee 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 1-8-2 4.994/12 2 0-5-0 2.6-2 1 481n 1516s -o-5-04 2-6-2 _ -8-2 1-5-3 1-5-3 0-8-13 5 1 0-0-0 0-a0 0-5-B--12 1-6-6 0j11 12 - 1-8-2 Clmh,il oscfntive(m in,WN. Syac�irtfivue fmterermnincbA. 'Favlerert irtfieuea lle mm�rdp165DS(AISp(avers rsµnim meeNdYe.�mrls. 6aA rWm inti�ies lh nmhrd'tssleren rttw're6 Wlae mvavim gai¢vecillMolm Ns trv�vi�B, a q:ve is iaryiml Rehr/o GereM Noes fmfinkrclaifcitim pllwnde eknrper tmmmis WMsuJpvlk 1436 N51 Slsci6vuimfm CdJFmmdSlml DaiPn Mniwinfavlercrerycin6nlMZ6' ervn M4id:un fvslemr rye Impnw MI6' mnfmme6nket d 'vuxl nvvcled CSI Deflection I/ (loc) Albwed M: QW4R0 TLQ06in BP LIU 2 LINE Be : Q39(Ln L, Rolm L/9A 2 LIU W<h 0.KBH-) C.1011TILamin 2L1331 7 9.I90 Tc CavinmlyB-1 CmImu oinw 2L/M 7 3./90 BC Pnfim SPei,-48in H—TIL dW in 2 Reactions Summary IT LC BC B Wid Realm IT BC Maa11. 6 Pin(WL) I 1 2in 6 I 2�Id 3 HRdl(WU I 1 35in EN 1811N 3 1 3fl N 6 Pin(WL) 2 1 2in wIN 3 HRol ML) 2 1 35in MIN 6 Pin NIL) 3 1 2in Af IM 6 Pin ML) 3 1 21n dNINH 3 HRJI(WU 3 1 35in WIN 6 Pin(WLI 4 1 2in WIN 6 Pin (WL) 4 1 2in 49INH 3 HRdl ML) 4 1 15in 56Id -Mlb1-25141N-2514IN Page 529 of 570 ALL GENERAL ENOF TICS DRAWING PACKAGE SIBA11. BE CONSIDERED AS YSoSET�MASGRHwI t Engineering PROFESSIOIS�NDALINDI�sSSEMBIXNTEUSSSrssHONTHISHHETM6SMMM PPMABLDEINcCHMR 175c.C. THE OaCONDITIONS,MAN Engineering Truss: T74 A�s _Cameron rnoumuevue Phone: 303 800 6750 ]obNane: SURG KeyySystem Bradscazneron@yahoo.com Date: 09/26/10 13:45:49 KeTru Keyl'mss® System Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-8-2-4.994/12 2 0-5.0 2-6-2 1 48 in 15 lbs 6 Pin MQ 8 1 Sin -1.44D 11 H 3 HRdl ML) S 1 15 in @.51416. Loads Sunianaty Load Case Lfl: Sid Live Load Divnbwed leads Mrn Iantiml ImDm2 Dire im S,-i Sun lmtl 0tl lmtl Wb Wi86 TT C. Umn, Pry 291"f IDpf Min B. Cm W.n, Py Dp:f Opf Min Load Case DI: Sid Dead Load DLm bmd loads wnh luaiml L—Won2 Dimian Spmi S.1-1 Edlvtl Tnb Widb TW C. RW IDlsf ID fsf Qin B. Cm Q}.m Rnk IOpf 10 ryf 4in Automated Load Case W l: MWFRS-Left(Up) D=-bmd loads RHe Automated Load Case W2: MWFRS-Right(Up) Distridaed loads at. Page 531 of 570 B. BI-12 1&2 NUp Ro1x 2RIa Rf 2&M,F Min PROFESSION ENGINEERS ENNGINEEERSOF BSFALINDICATES ONLY')HATTIEIRUSS ASSFTIBLDRAWING PACKAGE Sfl� BE CONSIDERED AS Y SHOWN ON IDS SR� PART OF MIS COhIONENT HFEThREMTHEMWM MIGAPPMCU�PFSIN R. NOTE ATME E} FOR T 17nc—c. CO�m Owneron Engineering THE WADS. W=G CONDIItONS. MUSS A7E4®ER CONRGURAnONS. AND SPANS 11STED ONTHIS SHEET. Y _ Cameron Engineering Truss: T74 rx�F°' Phone: 303 800 6750 ]obNane: SURG Key Build®System BradscameronC&yahoo.com one: 09/26/10 13:45:49 KeyTnMS2 System: Goo 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 1-8-2 .4.994/12 2 0.5.0 2-6-2 1 48 in 15 lbs Automated Load Case W3: MWFRS-(Man On) Distributed Inds Menier_ TmsalmI I im2 Dinnim SwW S.t 1 Etl lmtl Tnh Widh TT 450 GOO NDvvn Ra 7.66p,'f 7.66p;f 4in Tap GOO 1A2 NUp RaIr 2W,f 205ivf Min TT 182 0.24 NUp Rita NM '.f 2A R,r Min Automated Load Case W4: C&C(Suction) Distributed Leads TT GOO 182 NUp Rase 1%15fef I5115p:f Min IT 182 a2A NUp Rnke an.52p:f 39.571sf Min Bd 4511 41-12 NUp Rake UN p:f SS.Ninf Min B. 61-12 1- 2 NUp Rike 85.11'f 8111'r Min 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 R x 102 ft, Enclosure ©ass: Enclosed, CC Zone Width 9.30 R. 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 Prune Region. Load Combinations Ht1IL`MDIa9/VY7J Additional Notes: The end ofevery chord segment shall be braced latently perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6" oftheend ofeach about segment. Page 532 of 570 ALLGEYFAAL NOTES OFIRRS DRAWMG PACRAGB S.MOONSDME], AS AN IMMORALPARTOFTH6COMPONFNTOESIGNUCCUAffNT.. NOMTHATTHE CaHeron Engineering, PROFESSIONAL ENGINEERS SEAL MCAMS ONLY MATTHE TRUSS ASSEMBLY SHOWN ON THE SHERTNE£IS THEMNMUM APPLICABLE DESIGN CRUER"FOR 1SS Our THE IOADS.LOADING CONDMONS, MUSS SADMIER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. Ivq .CO RffiS *41 Cameron Engineering Truss: T75 Phone: 303 8006750 JobName: SORG K Key&gild®System Bradscarneron@yahoo.com Date: 09/26/10 13:4550 KeyTluss® System Cee6,018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 4.998/12 3 2-6-2 0-5-0 1 48 in 54lbs 26-2 1-5-14 4-2J 5-0 0-5-13 3-1-3 3 8 59 2 1 4 7 7 6 4 0-0.0 0 1-5-14 4-24 04-0 r 1 5 14 5 5-2 Sgrsrtc iMm4fniWttwninslmk,'Fn�laert'iWima Cirt,I0aejsmp J[nvrhrdBl05n51NSll favlcrers mµ�Wmae eNdlh rrer4r. EeS vulm i�Acuss lh nn�hrdfulcmnreyml Wlae mrGimpYa xcJIWNm11vs dRifww enwiw npve la �Tdred Rer Ia Gertrel Nam (v Fshrtivnfunim AllvvaNe alcv µrf Iemia alcWmMle Ih 196AISI Spr�fmlimfn CdJFmro151a1 R5igL Mainlainf IemsPri�al A'I6'Ipn Mvinvin fns4m e$nn�pnnl9'16'mnfvueM1 slmd �n<I mvmnd CSI Deflection U (10c) Allowed TC: QM02) maminuP LIM (65) LIM BC: azi(5) ILa01inw LIM (4A LIW WIN Q7N(2-01 C=ICHTLQIin 2LIM 7 2L/W TC Cmi.1, B,N Can ICHIJiMin 2LIM 7 MIM Bc nninslnom=win H—M Q®in 7 Reactions Summary Ir LC BC Bry Wid Rnnim FT Be M:u Rmd Nba Gnniu ft M. WmSu iR M CesU iR Mnu iD NU Hm>. 5 Pin ML) 1 1 2in 917ft 5 I 2f811H -7531W -S2 J -SY6ft 2423IB: 9 HRdIML) 1 1 a5 in -1IDRI 9 711d ZQIb -3f61m -5181ta 6I81H: 5 Pin ML) 2 1 2in 2ar21d 9 HRdI(Wq 2 1 l5 in -w I% 5 Pin(WL) 3 1 2in wilt 5 Pin(WL) 3 1 2in lml@ m 9 HRdI(WL) 3 1 35in 71 Rz 5 Pin OYy 4 1 2in 1,6 Nb 5 Pin ML) 4 1 2in IWINH 9 HRdI(WL) 4 1 35in -1w Rn Page 533 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSWERED AS AN INTEGRAL PARTOF THIS COM NFM DESIGN DOCUNE24T. NOTE THATME Carreron Engineering PROFESSIONALENGINNESS SEALINDICAM ONLYTHATTHETRUSS ASSEMBLY SHOWN ON Me SMErNEEM THEMDMMAPPLICABIEDESIGN CRMRN FOR 1753C.L-M THELOADS.IDADWG COMMONS. TRUSS MEMBER CONFIGIIRATONs. AND SPANS USIEDON THIS SHOT: I CO awa Cameron Engineering Truss: T75 lk(L�ar.F... Phone: 303 800 6750 IobName: SLRG Keyeuiln®Systeln Bradscameron@yahoo.com Daze: 09/26/10 13:45:50 KeyTruss® System Gee 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 54-2 4.998/12 3 2-6-2 0.5.0 1 48 in 541bs 5 PinMQ 8 1 tin 2431%H 9 HRdl ML) 8 1 15in 5181b, Loads Summary Lead rase Lrl: Std Live Load Dianbeled leads ssr 1 inn 1—nim2 Di.im SMM snn lord FNlmtl nib Widb Ttp Cw Wm Ry W'r W,f Min B. Cm Dnm Pill Upf Opt Min Po'u¢Ignds Memo 1 nnim Dirslim Imd Tdb Widb TT -2L2 Nxn 250lb: Load Case DI: Sid Dead Load D=-bWedlmds hd hr f Sinn 1-iim2 M.im SoMi SUN 1aW FM4W Tnb Widlh TT cm On— Rek 10µf 10'f am Bd Cm Oaxm Ra 10pr opt Min Pointiaads Mew 1—tim U.im Imd TribWidb Tp -242 Dam 2%)ft Page 535 of 570 ALLGEJFFALNOTFSOFI DRAWWGPACI GESH BECONSB)FAEDASANINIFF'RALPARTOFIHISCOWONENTDMIGNIX%:U .NOIETHATTHE Canna53nC ngl TH¢¢ring PROF�SSIONAL GiNMSSEALPDICAT ONLY' TTHEMMSASSEMBLYSHOWNON1 SHE£TMFPITTHEMINN1UMAPPUCARIEDMIGNCRDERNFOR E=S. LOADING COMMONS, TRUSS MEMBER CONFIGURATIONS. AND SPANS WTED ON TFLLS SHEEP. Imynoe. CO m%n `aL Cameron' Engineering Truss: T75 - ' .. �� cvrtanl. cur� Phone: 303 800 6750 JobNarr : SURG KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:45:50 KeyTnss® System Cee 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 4.998/12 3 2-6-2 0-" 1 48 in 54 has Automated Load Case WI: M WFRS-Left(lJp) Distril umd wads M[Mcl Uu in.I 1ualim2 DII[ctim S'nt S.Lod End Tnb Widrb Ty -262 Una NUp Rne, 51.59 tef SI D, Min TT UUO 5B2 NUp Rnke Mm p,'f NNZ Min Tay 582 61-2 NUp Rnke 14.3@f 163pnf Min Ba Due 1L14 NUp Raks $IBfnf XH'f Min Automated Load Case W2: MWFRS-Right(LJp) Dtmlbmed loads sfl� trcuia,l 1 im2 Dia inn Scow slur Lane Edlma Tdbwidn Tap -2 a UUU NUp R6,, V.%, 9.95 p( Min TT 0n0 582 NUp Ratr 31.W tcf A.W p:f Min Tap 5B2 61-2 NUp Rol¢ H.%,f 21.96'r Min Automated Load Case W3: MWFRS-(Max Dn) Dimibured wads MeN bnaian Denim2 D.I. Slre xan lml Pd sod Tnb Widb TW -2d2 DR0 NUp Rift 2961ef 236p.f Min Tap One 58-2 NUp Ride 201p:f 201kef Min Tic582 61-2 NDmvn Rate 7.03Rf 7.68p:f Min Automated Load Case W4: C&C(Suaion) Dimixied loads Tay 5B2 61-2 NUp Rake 2055pf epa xstnf Min But 000 1i14 NUp Rn R75p:f R75 faf 43in I) This truss has been designed in accordance with ASC E7-05,145 mph, Exposune C The building is Gable/Hip with Building Category 1V (1= 1.15),Mean Roof Height 37 ft, Overall Building Dimensions of93 It x 102 ft,EnclosumC7ass: Enclosed, CC Zone Width 9.30 ft.The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This Miss is an End Zone Truss. This truss is not in a Hurricane Anne Region, Load Combinations C4101IMIo11191/_VYO Additional Notes: The end of every chord segment shall be braced laterally perpeni icularto the plane of the truss. Lateral braces shall be installed within 6" of the end of each chord segment. Page 536 of 570 IIPROFFSSSIOALNFN MG EEXSS SBOLPDICATPS ONLY TNTMI TRU55 ASSPMBLYSHOWN ON YHS SHHF£f MEETS iHEMINRNM APPUCABM �61GN CCRITERAFOR I � 175 a CoRiseng II THEMMS. LOADING CONDMONS. TRUSS MEMBER MWOURATIONS. AND SPANS IJSMD ONTHIS SH6T. Cameron Engineering Truss: T76 Phone: 303 800 6750 JobN=: SuaG LM �nwn� Key Build"stem Bradscameron@yahoo.Com Daze: 09/26/10 13:45:51 KeyTmssO Syslem Cee 6.018 Version: 1.183 Page: I of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 4998/12 3 0-5-0 2-6-2 1 48 in 59.9lbs 0-5-0 _-- �.. 42a 1.5-15 2-8-2 5-8-2 _t_.T 3-1.3 423 0813 8 1 15 2 x 3 s It 6 x 9 7 4 D-D-D D-D-D D-5-00-5-0 3-2-9-3 E 1-6I �0-5-0 4-3 Cirsla iNmefaslemcmvinwtic. Sy iNd fulewv inc M. "Fnsvc i"I sNe lmrhrNtll05nS (AISII fnslaers mpvrtdu veeNdlhm Beh vel¢iMaes th mmhratfvaercrs mfiw� Wkrt mv¢sim dottt ert wllNmmWs bowing uliate is mTivM RefvloGemal Naa fa NNcr[Ivifruim Allvvstl[slwarf Iemis c4Maetlperlh 14MA1515fecifrvim fir CtldFanN3lsl lksitm MaifL'nfastcrtfspeimat A'Ib"maM'ntlnfssl<m Mg�m�pnal0'16"ian facxS SFUId slal mvutei CSI Deflection U (10c) Allowed TC: OFL(f) 'ILamintT L1M (5M LI2J0 BC: aW6(% LL:0..01 in UP LIM (56) LlW Web owcm) Cm 1011I RWin mim 9 m/m TCCmir Iy Bm Cm IOHULa(Hin 2lm 9 mim BCPWin Sf i,B Qin Hm TL413in 9 Reactions Sunmim y JT LC BC B Wid R.im JT BC MU R. Maa G—U ill MUMWFRSU ifi M C&CU ifl kiuu i0 Max Hair IB Pin WL) I I tin -III ft 10 1 ]I IN -m 1b dA ld 3121h: .5121� 442T1t 5 HRdl OWL) I I 2in "IN 5 1� 2m ift -]Sella'-5.Mild 425J Ib 10 Pin(WL) 2 1 2m -wlb. 5 HRdl OYL) 2 1 2in 20A I6: 10 Pin ML) 3 1 2in ]I IFe 10 Pm OVL) 3 I 2in-11814H 5 HRd] ML) 3 1 2m wilt 1O Pinmw 4 1 2in-IO51p: 10 Pin UVL) 4 1 2m .10INH 5 HRd1(WL) 4 1 2in IADI� Page 537 of 570 AILGFNFRA1.N=OFTHIS DRAWING PACKAGESHALL BECONSMERED AS AN LNMG ALPARTOFTH[S COMPONF DESIGN DOCUM .. NOMTHATTHE Ca nEnglneenng PROFMSIONALEMLNERSSEAL WDCAMS ONLY THATTHE]RUSS ASSQABLY SHOWN ONlH6 SHFEfMEER THE NUMIUM APPIJCABLB DESIGN CRHEAIA FOR Imc—Cm1 MEW,LOADING COMMONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS US= ONTHIS SHEET. Iup4vr. CO B39B Cameron Engineering Truss: T76 �- Phone: 303 800 6750 lobtvalne: SORG �I KeyBuildg System Bradseamemn(@yahoo.Com Date: 09/26/10 13:45:51 KeyTmss@ System Cee6.018 Version: 1.183 Page: 2 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 4.998/12 3 0-5-0 2-6-2 1 48 in 59.9lbs 10 Pin1WL) 5 1 tin -Im IkH 5 HRdl ML) 5 1 3in .`9lltr. 10 h.(WL) 6 1 3in -.Il51� 10 Pin(WL) 6 1 4in -03Lb.H 5 HRdl (Wt.) 6 1 3in 3W Id =N 10 Nn(WW 7 I tin 10 Pin(WL) 7 tin AVI6.H 5 HRd) MQ 7 1 tin -7M Ite Page 538 of 570 A GFNFAALNOIFSOFt DRAWWGPACI(AGESH BECONSBJFItIDASANIN RAI.PARTOF7 COM NENPD6IGNDOLUMFMP.NOIETHATTHB Cd'mefOn Engineering PROFFSSIONA EWHP FEHRN SFALWDICA760NLY THATTHETRUSS ASSEMBLY SHOWN ON THIS Slln7 £1S IHEMWIMUM APPIICABM DFSKJNCRI1FRIA FOR )MCve Con nIR WADS. WADWG CONDITIONS, MUSS MEMBER CONFIGURATIONS. ANDSPAHS tJ51FD ON THIS S. .. Loy a. Co wU r Cameron Engineering Truss: T76 A% a w �w" Phone: 303 800 6750 lobName: SORG . KeySystem Bradscmicron@yahoo.com yeyTruss® Daze: 09/26/10 13:45:52 KeyTro System Cee 6.018 Version: 1.183 Page: 3 ot'4 Report: Eng not, SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 A.998/12 3 0-5-0 2-6-2 1 48 in 59.9lbs 10 Pi.ML) S 1 tin -2Gll lid 5 HRd[ (WL) S 1 tin S.Mtltn Loads Summary Load Case Lrl: Std Live Load Di inibuted loads Menlet Emiml lm".11m2 Diaim spc S. lmi EA WW rib Wldh lbp Cat Nnn Noi Zlpr M,f 48in B. Cm w..n Nni op:r 0'f 48in PoimL. s Mamma Im;m Dimi;m t.m Tdbwidh UT 524 Dam nlm Load Case DI: Std Dead Load DM-bNed leads Meager l iml —aliml Dimim Snead Slav lmd Ed lmd Tnb Widh TT U. Dam RV 10pf IOpf Min Rd Cm Dam Ra 10,f 10 xf 48in PotrnLoads MCMv 1 11m Dhxllm Ind Tnb Widh TV S-24 Ddm nllb Automated Load Case WI: MWPRS-Lea(HP) Diwibuted Loads Ron S 2 5 2 &24 Ralx Rak 4ain at. Page 539 of 570 AILGENERALNO OFTHISDRAWWGPAC"GESH BECONSMMMASANIN RALPARTOPMH COMPoNF DESIGNDOLUM ..NOTETHATM Gannorm Engineering PROFESSIONAL ENOINEERS SF INDICAT60NLYTNATTHEMUSS ASSEMBLY SHOWN ON'IHIS SHEET MEETS THEMMP1UN4 P11CADIE DESIGN CROMIA FOR Dpc—c. THE LOADS. WADING CONDMONS. TRUSS hIDHBER CONFIGURATIONS. AND SPANS USrm ONTHIS SHEET. Ldl COmat Cameron Engineering Truss: T76 Phone: 303 800 6750 Jobsianni SURD Keyauild"stern Bradscmwron@yahoo.com Date: 09/26/10 13:45:52 KeyTmss® System Ow 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 5-8-2 4.998/12 3 0-5-0 2-6.2 1 48 in 59.9 Has Automated Load Case W2: MWFRS-Right(Up) Distributed loads Me,rht I iml Imaiim2 niimim SPA SUS lretl EN lml Tnb WiAh TW 4S0 400 NUp RNs 1431nf 1431nf "in TW BOB 582 NUp Rnlx MN(af NE3'f Gin ' Tip 54a 624 NUp R" 51.= 51NIuf Gin B. 4g53 2 NUp Rite 2&IBRf 2fl lap:f Vain Automated Load Case W3: M WFRS-(Man Dn) DsVigrted Loads Mn 4f I iml Ima1im2 nirslim Sp -a an.lma EN ImJ 'ISib WiEib Ty 4" LOO NUnm Ran 7.M,f 7.63p:1` Gin IT BOO 582 NUp Ralx 201p:f 201ref Gin TT 5 2 844 NUp Ra 296p1' 39.6p:f Vein Automated Load Case W4: C&C(Suction) Distributed Inads Mnrler 1-aiml L alim2 Dirtpim swna Sun lml End lmd Tnb Wiah Ttp -0Sn DOO N Up Ralx M u'f Zff.m'I Gin Tap rHtO 582 NUp Rak M14p;f 149.14 pf Vein Tap 582 &-b4 NUp Rn M.55Wf M.SS'r Gin Btl 433 5&2 NUp Rat B Z,f HIIS'r Gin 1) This wss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV 0= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations Member Forces Summary T..wpdnnla:Me�m..Cat .0 aI .( mn{ef ifdRercrtfinnna"dr—)_ MUM Additional Notes: The end ofevery chord segment shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 540 of 570 AILGENFRALNGIES OF ME DRAWING PACKAGE SH BE CONSIDERED AS AN INIEGRALPART OF THIS COWONEKr DESIGN WCUNIFM. NOTEMATME C2rremn Engineering PROFFSSIONALENGPn}R'S SEAL INDICATES ONLYTHATMETRUSS ASSEMBLY SHOWN ONTHE SHEITFffEIS THEMWIMUM APPUCABIEDES1 NCRHMHA MR 1753c.c— MEWA S. MsENG CONDmONS. TRUSS MEMBER CONFIGMATION5. AND SPANS LIMED ON THIS SHEEP. L n COS