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ENGINEERING (181-240)
Cameron Engineering Truss: P13 Phone: 303 800 6750 JobName: SURG nYRNn11[\LL[' KeyBuila®System Bradscameron@yahoo.com Daze: 09/26/10 13:44:02 Keyrmss® System Cee 6.018 Version: 1.183 Page: I Of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 4.999/12 1 1-9.0 0-M 1 48in 125.3lbs 1.9-0 1-- 4.5-9 3-0-0 �I_—------ 3-4-0 5-8-13 5-B-13 1 St%1 — 4-5-9 b9-9 114-B 16-1062E-0-3 0-8-12 2-7-1 2-7-1 9-0-7 ]4-] 6 5F1-2 5 I 2 3 4 41 5712— 1]q 5 6 i� 14 8 0-0-0 0-0-0 45-9 34-0 31-0 13 5-643 3-1-0 4-5-9 7-9-9 1 11-1-9 16-0OA 22-1-3 26-0-3 Cinla iNcue (iarenrNaniN irc5®¢lnaiaermminrlod.'Fnaleim'infieuee lle vlhldP105D5lALSOfamers mpwWmae eNNih ire . Fadi velm iMirac lh nvrbadfaeleiasreymi WFcrt mveclim pma vu WlW anm Nis iawirg epme is vpvm{ RUun,nroGCrtalN Noes fmfinMClmiOcLim Allwntle sM1cvlvfmlucrie relcWmWlarh IW6A1Sl Spxifrmim lmCd6Fmrelstal Daigr Mwmninf iererepui�Bm Ll6"min Mvire.Nntmume�lm�pnm 9116'�anfvvFslmd sal mvciai CSI Deflection L (10c) Allowed rc: awl (4s) n:nB5h U], L/9N 04o L/W BC: UAO (Ma LL 6m in L/9A (67) L/3a) Weh 0.9m11-14) Cm4/OHM-ftmin UP M19N IS M190 W CaniwelyBr� Can/OH LL 0inM ]LION UI n ]1.190 BC Oalin SHrin8=d8 in Hve'R 0.05 in 6 Reactions Slmunary JT THe IG Bc B Wia R.im 11 )T Be M. Rear leafmvu in vtom fsu in Mmc�U in Mau in MU Hma 14 PIn MIJ I I tin Man w I 651ft .6516.-1U0In, -x6Hlha ISO IE U HRol 0Vq 1 1 15 in MR, 13 1 601d 12 HRai Mr.) I 1 35 in Man 12 1 51511ti -LOBIM $OWIE: -Zwltr II HRol (W.) 1 I 15 in 3wftm II 1 Via, J.NId -M lh -ullm 10 H RdI(WL) I 1 35in 4611h: 10 I mt Zin -xx m -x2581W 9 H Rd ML) 1 I 15 in 41311x 9 I BJ61h. 48l lbs -x519 Re -x519IE 8 H Rol MQ 1 1 15 in 1311h: 8 1 Man .32816. 4TIm -09JIm 14 Pin(WL) 2 1 tin US In 13 HRd1 ML) 2 1 15 in Solft 12 H Nor(W.) 2 1 15 in 51511z 11 HRol OVQ 2 1 15 in V)lh: 10 HRol (W.) 2 1 15m Sill 9 HNor (W.) 2 1 15 in mita 6 HRol OVu 2 1 15 in Mao Page 182 of 570 ALL GENERAL Nd1£SOF'IHIi DRAWWOPACK CESHAII.BECONSOMMASANP'1£GRALPARTOPT ECOMPONFNT IONBOL ..NOIETHATTHE Cameron Engineering PROFESSIONALFNGWF➢ISSE WDICAM ONLYMATTHEMU85 ASSEMBLY SHOWN ON MIS SHFEIMFEIS MEMIMMUM A UCABMD61GN CROERIA FOR LMCo CM nBi TOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATOM, AND SPANS USTEDONIMS SHF2E, La mo.CO B1Sm Cameron Engineering Truss: P13 ` ( Phone: 303 800 6750 ]obNanle: SURD KeyBuild®System Brddscameron@y2h00.COm Daze: 09/26/I0 13:44:02 System Cee 6.018 Keyrmssg Page: 2of9 Version: 1.183 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 4.999112 1 1-9-0 0-" 1 48 in 125.3lbs 14 m(WL) 3 1 2in 14 Pin HNQ 3 1 Sin IA@.H 13 HRdI RL) 3 1 35in 4651h: 12 HRdI ML) 3 1 15 in IN IE: 11 HRoI Mw 3 35in mile IB It Rai (WLI 3 1 ISM 4E6N 9 HRcH MW 3 I 35in M in 9 HRdi WL) 3 1 35in Ib IN Page 183 of 570 ALL GENERAL NCPFS OF MIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN 4VIEC.RAL PART OF THIS COMPONENT DESIGN DCCUMINI. NOIB MATTHC Canemn Engineering PROFFSs10NAL ENGINEERS SPAL INDICATES ONLY MAT ME MUSS ASSEMBLY SHOWN ON THIS SHEET MMNI EEISME MUM APPLICABLE DESIGN CRITERIA FOR Dp C—C. THE MADS, WADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ONMIS SHEET. Lnpnnn. CO m93 Cameron Engineering Truss: P13 s� Phone: 303 800 6750 1obNamc SORG ...TLSystcm„- KeyKeyTm System Bradscameron@yahoo.com Date: 09/26/10 13:44:02 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 4.999/12 1 1-9.0 0-0-0 1 48 in 1253lbs Pn )4 1 2i. 14 Pin (WL) 4 1 tin ININH 13 HRaI tN'q 4 1 13in QLI� 12 HRd11Wo 4 1 15 in 4(61k 11 HRd: WL) 4 1 ]Sin WM 10 HRdrWU 4 1 15in RV0 9 HRdl ML) 4 1 15 in 6MIb B HRdl mw 4 1 ]5 in 2ki Page 184 of 570 ALL GENERAL NOTES OF nflS DRAWING PACKAGE SH BE CONSIDERED AS AN INm MPART OF THIN CO.MPONFNP DESIGN DOCUMFNI. NOTETHATTHE Carnercn Engineering PROFTSSKANALFNGIEERS SPH. MD TES ONLY THATTHEMUSS ASSEN(BLY SHOWN ON THIS SHEET Aff£IS THEMWOHUM A UCABUDESIGN CREIFRIA FOR Vn Co Con THE WADS. WADING CONDITIONS. TRUSS MF}.1BFR CONFIGURATIONS. AND SPANS LLSIID ON THIN SHFEL Lu CIDmN Cameron Engineering Truss: P13 Phone: 303 800 6750 lobName: SORG KeyeBHd"stem Bradscammn@yalioo.com Daze: 09/26/10 13:44:02 KeyTmssO System Ow 6.018 Version: 1.183 Page: 4of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 26-4-3 4.999/12 1 1-9-0 0-0-0 1 48 in 1253 His 14 Pln(WU 5 1 tin lwl+H to Nlr ti 13 HRdI(WL) 5 I 351n 43111E 12 H RdI ML) 5 I Min 1951% 11 HRd (WL) 5 1 15in ANE II H=(WL) 5 I min 4ffi Ik 9 HRd] MW 5 I 351n BIt 8 HRNI MU 5 I ISM wNI Page 185 of 570 A GENFRN.NOTES OF THIS DRAWING PACK GESHALLBECONSIDERmAS AN INMGi PART OFTLLS COMPONENT DESIGN DOCUSff .NOEMATTHE Cv Mi Engineering PROF K)NAL ENGINEERS SEU. INDICATES ONLY TIATME'IRDSS ASSEMBLY SHOWN ON I}nS SHEET A4LIS TIE MWDIUM A UCAB1E DESIGN CRUERIA FOR lmiO—c. THE WADS, MADERO CONDMONS. TRWS NIDABER CONFIGURATIONS. AND SPANS USIED ON TDi SHEPr. Ld Rd CO Enna Cameron Engineering Truss: P13 Phone: 303 800 6750 3obNB11eSORG Lit KeyBuildIDSysterm Bradscameron@yahoo.com Daze: 10 13:44:02 Kcy?Iuss® System GOB Cce 6.6.018 Version: 1.183 Page: 7 of9 Report: Eng Not SPAN PRCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 4.999/12 1 1-9.0 0-04) 1 48 in 1253lbs 14 1 2. 14 Pin(wU s 1 2m 15101a11 . n HRdI(WU e 1 isn 631k a xRa1 MU e 1 1sm -zm 14 11 HRaI(Wit u 8 IB HRan (W8 1 15in 1 15in -'1B514 -zawlbi I Page 188 of 570 9 HRtlI (WU 8 1 15 in "Z519N 8 HR61MU 8 I 15in <WIt ALL GENERU&Mnei OF THIS DRAWNG PACKAGE SHALL BE CONSIDERED AS AN UMBGRAL PART OFtIBS COUMNQfP DESIGN DOCUM .. N01£1UAT IME Camer nEngineering PROEESSIONALENEBNEEIS SE INEBCAT60NLY 2HATT1ETRUSS A55ET1BLY SHOWN ONIHIS SHEETME£IS IHEM1NESUM APPLICABLE DESRINCRnUUAi FOR lmco C n IHEIGADSI ESG COMMONS. TRUSS AffA®ER CONFIGURATONS. AND SPANS LLSIED ON7MS SHEET. L @ roaxw Cameron Engineering Truss: P13 Phone: 303 800 6750 JobNalre: SORG KeyBuild®System BradsCarnemnC&yah00.COn1 Daze: 09/26/10 13:44:02 KeyTmss® System Oee 6.018 Version: 1.183 Page: 8 of 9 Report: Eng Plot SPAN PITCH QTY OHL O1R2 PLYS SPACING WGT/PLY 264-3 4.999/12 1 1-9-0 0-M 1 48 in 125.3 His Loads Summary Load CaseLrl: Std Live Load Diarlbmed Leads Menea Ianiml Inmim2 Dimtim sp Son, LmJ End lmd Tnb Widb TW C. Omm Nj Alef Misr Min Ed Cm nam PIN Opt Opt Min Load Case DI: Still Dead Load Diaibecdlmds to Y I inn Imim2 Dimfim SPo1 soolmd End Tnb Wiab TW Cm Dam Rah 10pf lop( Cain B. Cm Onm Rah IUpf I0p( Cain Automazod Load Case W I: MWFRS-Left(Up) Denbutedluade to n f iml I im2 Pmim Sped S. lml E,Lm Tnb WiM TT 490 ODO NUp Rah 5139pf 519Ipf Cain RIG 000 659 HOP Rah MU2pf MOEpf &in TM 4-59 II-14 NUp Rah 51.0'f 51.67pf min 7% II-14 2Lb3 NUP Rah MOl pf Val pf 481. TW TL 3 Ms3 NUp Rave 51.67pf 5[vpf Min Automated Load Case W2: MWFRS-Right(Up) Distributed loads TT 000 a59 NUP Rave N..N pr n69pr ®m Too LS9 H-14i NUp Rah 5L67pf 5167pf Cain Tv 11-14 4-F3 NUp Rah R..Opf 310p1' ®in TW a7d M43 NUp Rah SLOIpt 51.6Ipf min Autolruted Load Case WI MWFRS-(Max Do) Disaabned Inds Mnrffi L niml t nlim2 Di.im Iona Slw lmtl EJ lmd 'nib Wihb Top -149U 000 ♦ NUp Rah 296pf 29.6pf M;n Tap 090 659 NUp Rah 20pf 203pf 40n TW H-14 a7i3 NUp Rah 201 our 201 pf Min Automated Load Case W4: C&C(Suction) DimIDlvedlmds 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 fi3Overdl Building Dinvensions of93 ft x 102 ft,Encloso.aws: Enclosed, CCZone Width 930 fi.The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This mass is not in a Hurricane Hone Region. Load Combinations TCM Tame indraic: Mnrh m. ono CSL ono add rna. aw fin 1E a3D Bnlle af62 L�a.11 Im Nld) 1I0 = 915 ld J. If60e. Ivn.m 01we) a9f1 4AIh am M nszs 15/1Ih am 01b Page 189 of 570 AIL GEKER I NOTE OF THIS DRAWWG PACKAGE SHALL BE CONSIDERED AS AN INIffiRAL PART OF THES COMPONEMt DESIGN WCUMFM. NOE7NATTlm lCaueon Engineering PROFESSIONAL ENGINEERS SEM. MICATE ONLY 7HAT7HHE7oRUSS ASSEMBLY SHOWN ON miss SHEEr xffE1S'tHE A0N0NUM APPIICABIE DESIGN CRtMUA FOR lm9 Con THE LOADS. IOADNG CONDmGNS, TRUSS MEamE CONFIGURATIONS. AND SPANS tlsTED ON THIS SIffEf. W2iva CO M. Cameron Engineering Truss: P14 � TR, IAwl Phone: 303 800 6750 JObNIU e: SORG KeyBuild®System Bradscanlemn@yahoo.00m Daze: 09/26/10 13:44:04 KeyTmss® System Cm 6.018 Version: 1.183 Page: Iof6 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 264.3 4.989112 1 1.9.0 0-m 1 48 in 152516s 1-9-0_ 0-5_9 3-0-0 34-0 ~------ 5-1-14 5-1-14 —� 5-1-14 39-0 _ _I 3-9-9 0-8O1-1 ]-1-9 0.114 t2-3-] 1T-550-5-9 2-0 3 744 26-03 74.7 8 7 10 9 00-59 "BO 34-0 34-0 5-144 5-1-14 5-1-14 3-9-0 0.5.9 1 17-5-5 22Tl 1 26-4-3 Cirtln i�d[an fate¢rmnifatO i�kr ( F.'Fnalcrcn'iMautk mmMdYIO SnS (AISO Lssmen mµMmocWdOv nrnEQ. FSM1 vdlm iidoles lk mmev Nfalems mPvml WFoe timpvo we¢IlMul meos aiN clwntncb m7.mt RefvloGmal NuafvtWvdanfaim NlvvaH[5lw prtalenisWWa[tdlvlk l9MAISI SI¢'ificYimfa CddFme151N Dzig[ Milmvinfalvnapd�Ral9'16'ldn Mti4ainGlova�nrvpnal9'16'�nnfa [aMelmd N.1 emi9 sl¢I mums{ CSI Deflection L/ 000 Allowed 'IC: RSOM 'ILB2m UP u®1 (45) LI NI BC: n1m 111.ID Wa03in LISP OS LIND wen n61B(sU) xm n:BHin s TC Cmimvely B Be PWin Spei, Qin Reactions Summary 1T w BC B Witl Rwim IT BC M.R. Mu GrurU ill M MWHRSU R MucwU in M U ifl M,u Eniz H HBul MW 1 I "in 31 Hn 1] I 9S In -1911h S 1% S ftn 16 NnnV1) 1 1 tin "In, 16 1 41t 16: -W S, _UXORn -DXORn 7461n 16 PnM) 1 1 tin min IH N 1 329Ik -w IS, Snik 14 HRdI(WL) 1 1 35in IS11n 1J 1 LOAn F4SIn -mNt-3.1141n U H Rd I MW 1 1 15in 7171tn 11 1 I.I851k 4161k I-= n -zm 11 HRon MW I 1 35in Ef61n 10 1 Tlin ?I951k-2]rllk -2Trl fn 3YE11n 10 Pin(WL) 1 1 35in 391n 9 1 mIn -]nln 4RIn 441n 10 Pin(WL) 1 1 15 in -N IInH 9 HRdl ML) 1 1 35in 14011n Page 191 of 570 P OMRANAL FAL UNCHNEERN SF WDICATES ONLY TATTHCTRUSS A5SFMBLe OF THIS DRAWING PACKAGE SHAU� BE CONSMERM AS YSHO NON'1 B SHHFEf NUInS THE A MAPPUCAB�D61GN CCTUWJIA MRI �@ eTTHE N �I�Bg TELOAD5. 1LAD04G CONDmONS- TRUSS MESIBOR CONWONATONS. AND SPANS LISTED ON T SHEEP. Cameron Engineering Truss: P14 E- vxuc Phone: 303 800 6750 3obName SURG F.vrrnv KeyBuild®System BIadSCaEI1CT0n@y2iloD.Com Daze: 09/26/10 13:44:04 KeyTmssd9 System Cee 6.018 Version: 1.183 Page: 5 of6Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 264-3 4.989/12 1 I-M 0-0-0 1 48 in 1525 HIS 16 Pin MW e 1 tin i461dH 14 HRR(WW 8 1 l.5in WIFe 13 HRai (WL) 8 1 15in 3.114% 11 HRai (WL) 8 1 3.5 in -zmiid 10 Pin(WL) 8 1 15 in -2MII 10 Pin (WL) 8 1 3.5in zm]1 H 9 HRan (WW 8 1 15 in 4o1b Member Material CSI Bracing Max P TcyCN 17-7 352S162.11(33.0 Q512 SIea1M (6fltr. 11p-CM2d� 36S1R,,33 (DIa�1 h852- Sle-fall 51SIR-, Taycld47 (01616N6(mbi) am SdnWd4 wId rap - 0.1R6 5kvtird Old, OW9,1 MIM-68ci_ki)' ad CM416 (O616idB(.W di) 690E 48 indn. 27831d We62-16. RONW-�V03Ea)) d?R �,unm rneift Web2-IS 35S 16b33 (33 k'i) QOA Urbi[d Ifl51h: W14- ---'costa-ncnt�il a2%W� w64ae 36E1R-1)13ih8 hdm ud1Ww 4401i� I.iu1d Wti612: _ 0610 _ 1.80ft W<b S12 Y31Q.0 (3)l i) 3651 001"i) nninvA 0610 Urb.¢rd I.Bll1Fa Wcb6)7 Y61a_1MfM.0 _ H1 9161d� Wc6610 30516'1-51 n423 U�bmO Q`K9 10681d Uos.) We67-1M `Rmlt a3:m si �B3E9 'udm cd I:457ft WCD�BA b516Lll 13l Mi) bl@ UrbacN 4AId , Mulaplepinned bearings exist Loads Summary Load Case Lrl: Sod Live Load DistnbNed Wads MrnM l iml IQalim2 Dinclim S,Wi Slw 1,dd End lmtl Tnb Widb Try C. Dmm N 20'r M,f air ed Cm D-n Ina 0'r 0'f Mi. Load Case DI: Sod Dead Load Dim(bined loads MciA- I nnaI I im2 Oire an Sp SIN IaE EdlUW 71a Widih Tap Can Gw„n RWe Iota lopf 48 in Be Cm Dana Rah IOpf 10p:f mi. Automaed Load Case W l: MWFRS-Left(Up) Distinhu d Wads Mew' 1¢Yiml I®lim2 DI -ion Spelll S.1,dd Ettdn] 'nib Wi61M1 Tap -IAO Ran NUp RNe 51.0 R1 5163p:f a.. Tap (No 0.S9 NUp Rah N06Isf N061c.f 48in Tap am 7-1-9 NUp Rah 51.67 pf 5167'f air Tap 7-19 YL73 NUp Rah Non Rf Ran Rf 45in Tap E b -7-3 43 NUP Ra 5L6]pa 5167 p:f Min Automated Load Case W2: MWFRS-Right(Up) Dimibtcd Loads Medar I[[Wiml I-oalim2 Dialim 8pea1 S.Intl Etl LW Tib Widh TT -1-90 OW NUp a. 9.96p'.r V96'f ain Tap OW DS9 NUp Ram 37N'f 370pf ain Tap a" 7`I9 NUp Rnh 51.67pf 5167p:f 48in IT 7-14 M-7-3 NUp Raic 31.69 pr VN,f din Tap ID7-3 26a3 NUp Rah 51.67 Nf 5167pf 48in Automated Load Case W3: MWFRS-(Man Dn) Disibibaed loads Menhr l iunI Lacnim2 DilMim Sc sunr n Etl lad Tnb Widlh Tap -190 auto NUP Rah 2R65" ...I 49 in Tip too aM' NUp Rah 209,a 209pf aim TT 7-IA M-3 NUp Rile 101 pJ 101 p:r mi. Automated Load Case W4: C&C(Suction) Distriburedloads MdA- Isdiml Ecuim2 Di.im Spell smn lml Etl lad Tnb Widlh Tap -190 auto NUp Rah IM]Slef 1.15 pf 45in Rp 000 a" NUp Rat 117.75pa 117.75pf Min Tcp 6S9 7-IA NUp Rah 1B141sf 014 p:f air Tap 7.1.9 1589 NUP Rik ID.75pr 117.75pd min Tap I5&9 227-3 NUP Rah In3spf 11].]5p:f 4ain Tap Yb7.3 X 3 NUp Rnh W14Ier iii mi. 1) This truss has been designed in accordance with ASCE7-05,145 mph,Exposure C The building is Gablc/Hip with Building Category IV (I= 1.15),Mean Roof Height 37 ft, Overall Building Dinensions 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 vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Haricane Prone Regi on. Load Combinations F Ladcdan Fina I DI I.® 3 DI+W) r-d-M75 W�±015Y', + TH 5 DI0.'15W3 LOU - 0.6DH W3 Lou Member Fours Summary TaHeiQnninarb,9am.np, est �.n.iw raQ,(�.mm ra eudRaed ranma..wa raa) WM 17-1 a"' 23216: l-�Id) L) n64 5151% (Olm) a5 06S d$Ik 6] a. -3331d I2 a-- (611M -0916s1 34 06SE SIS Ib 01h: % nRi 3n in (�1ald)]8 0.6% Old RCM Y.0 0.012 016: II.13 0.ALL 6411d (Old) 1314 n]62-]45I65 IS16 0085-71611e IDII 0.575 slid (OIFeI 1213 a® -7461h. 10.15 a -7451d Wcd I.16 03IE 1.11I Id (-d5711s) tr13 a. I.. 16. (-]dllp) 611 8333 9161d (-NNIk.) 6Y 016E AnI1. (-2171d) 215 0.0d 1851d E1611d) a13 814 1,4461h. (Old) 610 04D 3.0691k (-0Ald) 314 1310 99IN (< Z S12 n610 hBUIb (-WIa) 7-10 0.39 hldlb (Jl31bs) Page 195 of 570 A GE ME NOTFSOP7 DRAWWGPACK GESN RECONSMMMASANWIFGRALPARTOFTHISCOMPO DBIGNDOCII ..NOIETHATTHE Cameron Engineering PROIPSSIONAL FNGWFFII'S SF INDICATES ONLY THATTIETRUSS ASSEMBLY SHOWN ONTHei SHELTMFPIS THEXOMMUM APMCAR1EDFS16N CRITERIA FOR r/53(.ae Can THE WADS. WADWG CONDmONS. MUSS MFMBM CONFIGURATI)NS. AND SPANS LISTED ONTH6 SHELT. Lanpm, CO mW Cameron Engineering Truss: P15 1.Y1[n1¢NA14L Phone: 303 800 6750 JobName: SURG K�KeyTmss®stem scameron yahoo.COm Date 09/26/10 13:44:05 System Coe6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 19-8-3 5/12 1 1.9-0 0-M 1 48 in 100.2lbs 1_M —~---5-1-14 5-1-14 __ 5.1-14 5-1-14 4-2-10 1- 1 L210 103-01 1-1 19-83 043-02 7-2-1 7.2.1 5 4 ry J 0-0.0 6U 5.1-14 S1d4 5: 14 4-2-10S5-C 5.1-14 10.111 1 1 10.8-3 Cirtla lNcve Lalettmn inuM: Sqm¢ i�dcv<fal¢cmn indvA. 'Fvuays' iNa¢ Oe�udrrdlNBIIS (A6D Wlvm �aiv oemdd0e nelb. E+tli �duc N6wa acmrdcdfauays rtgamt WI¢e memimpv¢ vc mlleim mBis JmrirtyapueurtgB�R<fvloC WNn¢lufinMdaifi®im AllwvaN[shvlvfalavia¢INaWIVIk 19b A6151[nfmlimf¢CddFanMSIaID¢ipn M&�uinfanme�ii¢vL16'mrt Md�nl¢ua¢eke�nvY16'mnfucd�d¢fd sW memei CSI Deflection L 00P) Allowed 7D: Rs98(453 n-aminUP L/16Ai P45) L/240 Be: 0K00 I LLBmiR L/9N (46) 1./360 Wen OR/1(I4P Cad/CH TU D01 In UP 7L/99 11 :L/90 TCCM1v 1YBrsN Cm/OH ILOin 2L/999 11 1L/93 BCP;din S,-iW=48in Ha'at 6m in II Reactions Stnnnlary 9 HRd11WU 1 I SSIn 41LIh: e HRtlI(WL) 1 1 15 in 3991t 7 H Ron PNQ 1 1 15 in 4181n. 6 HRdI(WU 1 1 15 in VS IN 10 Po HVU 2 1 tin 6171t 9 HRan MW 2 1 15in WIN 8 HRJI IWO 2 1 15 in "IN 7 HRon PRO 2 1 15 in WIN 6 HRd] ML) 2 1 15in WIN la Pin(WU 3 1 tin Silt 10 Pin(WU 3 1 tin IAItH 9 H Ran ONO 3 I 15 in ODIN 8 HRd] (WU 3 1 15in A61t 7 HRon (WU 3 1 15in milt 6 HRdI MU 3 1 15in 1571t 10 Pin1WU 4 I tin WIN 10 Pin(WU 4 1 tin IN IN 9 HRd] IWU 4 1 15 in 9251t 8 HRun NQ 4 1 15 in WIN 7 HRd) 1WQ 4 1 15in 6781t 6 HRd) (WU 4 1 35 in mftt 7 1 81914-I.00IN 6 1 WIN -WIN .869It -I.WIN 06711% -2%71t -541 It 4A1 It Page 197 of 570 PROFESSIONAL GPIUPRSSF iNUICA'IFS ONLY THATMEMU55 ASSEMBLY SHOWN ONTHIS SOH MhE1S THE IdNP1UM APP�CA�D6 NCRf1FRIA FORT �'v1n� Dg II THE IAAD.S. IOADPIG CONDHIONS. TRUSS 14MBFR CONFIGURATONS. ANDSPANS USM ON ORS SHEEP. m6Cameron Engineering Truss: P15 �mu`�m�rauA� , Phone: 303 800 6750 1obName: SURD KeyBuild®System BradscameronC&yahoo.com Date: 09/26/10 13:44:05 KeyTmss® System Cee 6.018 Version: 1.183 Page: 3 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 19-8-3 5/12 1 1-9-0 0-0-0 1 48 in 100.2 RES ID Nn(WU B I Sin 3.PINH 9 HRdI OYU 8 I A5in '02l B HRdI(WL) e I IN .-LW916: 7 HRdI(WU a I A5in 4%71Fe 6 HRdI(WU S 1 15in 511 EE Page 199 of 570 IIALLGENFRAL NOTES OF MIS DRAWING PACKAGESHALL BE CONSIDERED AS AN INMGRALPARTOFME COWONFNtMEIGN DOCU .. NOMVXTME I Cavremn Engineering II PROF£SSNDNALENGMkR$SFAL WDICAT60NLY'THAT'IHEMUSS ASSEMBLY SHOWN ON TUSSHFEIMEEIS THE MMIMUMAPPUCABIEDESIGNCIEGEIU1 FOR 170 Coe CM TNELOADS.IAAOING CONOmONS. MUSS M Ell CONFIGURATIONS. AND SPANS WMEE ON ME SHEER U�.CORED Cameron Engineering Truss: P15 Phone: 303 800 6750 JobName: SURG ld(DS S xeyystem Bradscarneron@yahoo.com Daze: 09/26/10 13:44:05 KcyTm yTruss® System Cee 6.018 Version: 1.183 Page: 4 of4 Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 19-8-3 5/12 1 1-9-0 0-" 1 48 in 100.2lbs Loads Summary Load CaseLrl: Std Live Load Derailmen Wads Meter i_niml 1—tim2 Biiavim Srmsl Sun lmtl FN Lad Tib W'db Try C. 4xn P19 Mint 20'r Jain Bd Cm Dane Py Dint 0'f 48in Load CaseDI: Sod Dead LOW Dianbuled lands M'.' Iuwiml Imtiml D.im Swtl a'. LrW Endlmtl lFb W'M Ty C. D— RA, IO P:f 10,f Min BU Cm Dam Rate I0'f lep:f 48in Automated Load Case W l : M WFRS-Lefl(Up) TT L00 15d9 NUp RWe Tay I5,59 1983 N Up Rak Automated Load Case W2: MWFRS-Right(UP) Tap 4s00 1519 NUp Ralo 37.691sf ow'f Min TT Is" 19&3 NUp Rak 51.67 Rf 51.67@f Min Automated Load Case W3: MWFRS-(Mm on) Disuiblued leads Meter 1-A.I 1®,im2 Di.im So a. lmd FN lad Tdb Widh TW -14A) DOO NUp R. D.Npf A.93 p.1 48in Ty 4300 Is" NUp Ra 203'r 203lef 48in Automated Load Case W4: C&C(Sucrion) Dimibated Wads Tay 6100 6169 NUp Rafe 7451pf M51p;f Min TT 61D9 15,s9 NUp Rave 117.75,0 117.75p,f Min Tay I5.59 19 3 NUp Rnls daH,f W.Np:f Min 1) This Inks has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category N p= 1.15), Mean Roof Height 37 ft, Overall Building Dimnsions of93 B x 102 I, Enclosure Class: Enclosed, CC Zone Width 9.30 ft.The lea 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 Inks is not in a Hurricane Prone Region. Load Combinations wh] COM TnMe in&..: Wnty D.. CSL 38 Ran GUSSET PLATES r udUacn f.. ¢tialtrue) an old Addidomd Notes: The end ofevery chord segment shall be braced laterally peryendicularto the plane ofthe truss. Lateral braes shall be installed within 6' ofthe end ofeach chord segment. Page 200 of 570 IIALL CENTRAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN VKHO AL PART OF THIS COMPONINPDESIGN WCUAffNr. NOMTHAT THE I Cameron Engineering II PROFESSIONALENONER'S SFALBJDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON THIS SHEET NRI STf1EMINRNMAPPLICABIE DESIGN CRIIFRIA MR D53CaeCM THEIAADS. IAADNG CONDHIONS. MUSS MEMBER CONFIGURATIONS. AND SPANS US1EDON TH6 SHOT. Lanni. CO m913 Cameron Engineering Truss: P16 [�2 YM iLL Phone: 303 800 6750 JobName: SURG Key Build®System BTadscameron@yahoo.com Dale: 09/26/10 13:44:06 KeY TmssO System Cee 6.018 Version: 1.183 Page: 1 of4 Repott: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-0-8 0 /12 1 0-" 0-m I 48 in 141 His B_1__ 56-1 1—_—__ SB-1 -- 11 �1-317-0-4----{--_ 22-5-5 1 28-4-7 �— 30-P9 6-3-14 6-3-14 7 2 3 4 5 6 Z,Z 13 12 11 10 9 8 14 0-0.0 0-0-0 1 5-8-1 5-8-1 I-B 5-8-1 5-8-1 SB-i 5-8A it-0-3 1]-0-4 1 22-8-5 Cimlair56Wefultrtrw inmcN. 8gaes iMimefulaermnincM1M.'Fnap[rs'irv4Mcs lh mrhrd'BIOSOS (NSp futvers mµ 1Y ueeNdlk �re r. ErR rWie irdmulk mmhroff vlcran mTtimL Wlm mumim(IaYaxullalm mYv's clniM, n0 rism Ni RefvaGcrtMNm fm fwMdvi6mim Allmatle slevrinfa5lemis mlcWelNTe0c 1996ALSI5Icvi6mim fa CddFmMSlml Dsigs hLircuinf 1emsHri�gn B'16"mn M.v'ndnlmMmrM¢mv©nn 9/16'lrvnf cm8 skd? NN1.12 CSI Deflection 11 (100 Allowed 'IC: 0.65(6) IL 0.rsin UP L/E5 (1-2) L/'NO BC: Q29/(11-11) ILB.NIn L/AA (0) L/W Wek Q493(69) E—MIN 6 TC Cahn slyBNNiJ BC PW in Spei,=,Rin Reactions Summary IT IL BC B Wid Reaclim IT BC M. R. Man Gnvujllft M WFRSUIdifi Mm CBGU iB m.0 iR Max Hinz 14 Pin(WL) 1 1 tin Hat 14 1 3HIk -m Ik. S351k -SY IN U HRd) RL) 1 1 15 in wN I3 1 941IN -'/Alle-I.Iblk -1 lmlh 12 HRoll MQ 1 1 35in 481 IN 12 1 1,016111; -I.m51W 4.563IN -LWIN 11 HRdI(WL) 1 1 15 in lUIN 11 1 9 Ib 4."IN-1.498I1% -L'OSIk. 10 HR"IMo 1 1 Min 4M IN 10 1 WIN 4171N -LimI% -1.IKIN 9 HRdI(WI.) 1 1 15in 488IN 9 1 WIN -921 IN 4XI IN -1.331 IN 8 HR61 MQ 1 1 15 in ]%IN 8 1 MIN -3)1115 -SM IN -5NIN I4 Pin ML) 2 1 2in 3I4IN U HRAI ML) 2 I 15 in 8/4IN 12 HRdl MW 2 1 15 in 1.016IN 11 HRd] ML) R 1 35in MIN 10 HRdl NO 2 1 35in WIN 9 HRofl RQ 2 1 15 in MIN 8 HRol RVQ 2 1 35in MIN Page 201 of 570 A GFNE4AL NOTES OFTH6 DRAWING PACKAGE SB BE CONSIDEREDAS AN INTE LPART OF THIS CONPONFNTDFSIGN WCUhffNT.. NOTETHATTHE m CaYl3n Engineering PROFESSKINALFNGINEERS SEN"`d`B ATFS ONLY THATINETRU5S ASSEMBLY SHOWN ON THIS SHEET MFPIS IHEMWIMUM APPLICABIEDESIGN CRITERIA FOR 1753C—Con THEWADS. WADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS USTTDONTHIS SHEET. ICI. CO RISE ,;; Cameron Engineering Truss: P16 t Phone: 303 800 6750 JobNvne: SURG �n.n�..�—` KeyBuild"stern Bradscameron@yahoo.com Date: 09/26/10 13:44:06 KeyT.ssO System Cee6.018 Version: 1.183 Page: 3Of4 Report: Eng Plot SPAN PrrCH QTY OHL OHR PLYS SPACING WGT/PLY 34-0-8 0/12 1 0-04) 0-M 1 48 in 141 lbs 13 HRI (WL) 6 1 15 in .79 12 HRdI BYL) 6 1 15in -I.O�IL' 11 HRdlmL) 6 1 15 in .I,O8i1� 10 HRd11WL) 6 1 15 in d1716: 9 HRan BVL) 6 1 15in A211M 8 HRd11WL) 6 1 3.5in Zltr 14 Pin(WL) 7 1 tin All 3 HRdIBYU 7 1 SS in _V9 b, 12 HRd11WL) 7 I 3.5 in -LOA IIn u HRd(Wq 7 I 151n l.wf 10 HRol:IL)' 7 I i5in -8171hs 9 HRdl mu 7 I 35in 92116. 8 HRNI ILI 7 ASin -AI Im 14 P1nBNL) 8 1 tin 951M 13 HRdI BVL) 8 1 Min -1.1361ta 12 HRdI BVL) 8 1 351n L55116. 11 HRan BYL) 8 1 1531 -1.4931t: 10 HRon IL) 8 1 15in -I, I82IG 9 HRd? (WL) 8 1 15in -1.33116. 8 HRalOWL) 8 1 15in 5 Hn Member Material CSI Max P Page 203 of 570 ALL GENERAL NOTES OF THIS DRAWP'G PACKAGE SHALL BE CONSMUED AS AN INTEGRAL PART OF THIS COMPONENP DESIGN COCA .. NOTE THAT THE Cameron Engineering PROFESSIONAL FHGWEERS SEAL INDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN ON MB SHEET hRY1R THE hON11MUM ARRXABU DESIGN CRMR FOR 17M Cos Cam THE LOADS. WADWG CONDITIONS. TRUSS MEMBER CONFIGIRtAnONS, AND SPANS LL41PD ON HUS SHEEP. unp d. CO n1S0 Cameron Engineering Truss: P16 5T.�1 Phone: 303 800 6750 dobNanic: SURG KeyBuild®System BTadscarnarin@yahoo.com Daze 09/26/10 13:44:07 KeyTmss® system Coe 6.018 Version: 1.183 Page: 4of4 Report: Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 34-0-8 0112 1 0-" 0-0-0 1 48 in 141 Has Loads Summary Load CaseLrl: Sid Live Load D:m7butW lords TW tatiml t®iml rNwim smai suntml 5tlM, Thb Min Tm Cm Owm N 0'r 0'r VUn Br Cm Ow.m Py OPf OPf a8in Load Case DI: Std Dead Load Cm Dwaw Re 10Pf Automated Load Case W l: MWFRS-LeftNp) Dimibuted loads Mn Isanml Isarm2 ni.im Swctl Stan lmtl EN lml Thb WAh TT 000 1H NUP RNe 5L67p:f 51.67Pf Min Tm 1840 .%ps NUp RiE, SL67µf 51.67pd min Aulorrded Load Case W2: MWFRS-Right(Up) Dismbue,dloa& AYnfa ImfimI loalim2 Diann— Spoi Sunlmi EM1 i Tnb WiM TM 1568 Inns NUp Run 51.67Rf 51.67tcf Min hp 000 1548 NUp R. SLW'r 5L67PF ®in Autolreted Load Case W3: M WFR4(Max DO) No loc& were defined For duo load case. Auto=ad Load Case W4: C&C(Suctiun) Dissibewd Loads Mery Irtniml 1—aa.2 Oimim Su Stw lml EtLvd Tnb Wi86 TT 000 9310 NUp RnM 0414Pf W14f2.f mi. Tap 9-110 3448 NUp RO W..14Pf M.14Pf Min 1) This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Cable/Hip with Building Category N (I = 1.15),Mean RoofNeighl 37 ft. Overall Building Diuresisions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 930 a. Theleft and vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Huricane Pmneftion. Load COmbina60ns I Imlfm6i F. I D1 LOU C2 orm .aaa_- —"'b Member Forces Summary Ta616 inl,.:M D.,m.CSL gym.. Wwa. MM I1-2 aw 016r 13 a621 -zMlh alm GUSSF7PLATFS fwm ifdRuen -rumor no.4 face) o.ssz mna am 1.4911tr Additiotul Nola: The and ofevery chord segment shall bebraced laterally perpendicularto the planeoflhetmss. Llderal braces shall be installed within 6" oftheend ofeach chord segment. Page 204 of 570 IIA GENFRAI.NOMS OF THIS DRAWING PACKAGE SHAf2. BE CONSIDERED AS AN VHEM LPARTOFTHIS COWONFNTOFSIGN DOCUMENT. NOTEIHATTIE I Cameaon Enginecting PROFESSIONA ENO04EERS SF INDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON MRS SHEE1'Fff£IS T1m MBIfUM APPIICABIEDESIGN CRIIEAIA MR 1753Cae Can THE tAADS. WADING CONDMONS. TRUSS M ER CONFIGURATIONS. AND SPANS USTEDON THIS SHENT.. Lv,nv.. CO arm Cameron Engineering Truss: P17 - -Flti�.. Phone: 303 800 6750 3DbName: SURG Keyauild®System Bradseameron@yahoo.Com Daze 09/26/10 13:44:08 KeyTmsi® System Cee6A18 Version: 1.183 Pnge lof6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5/12 1 1-" 0-0-0 1 48 in 149lbs 1-M 5-8-12 6A-12 5A_6 5-9-6 5-9-6 5-9-6 8- -�— —5-8-12 _ _ _ _ _ _ _ 11-5-9 —~— 1]-2-15 I 23 0-6 —1 26-9-12 —{ _ _ 34-i-3 —6- 043-12 S6-0 5-6-1 3 4 5 6 7 14 p Ok0 5-&12 1 5b 12 5-96 69-6 5-9.6 5812 11-59 1]-2-15 230-6 2&9-12 Cirtle iNa<lalvc<m6 inuxEa. S,— iNae fatvcmn intivd. 'Falvcn' irtfa<s N<nmhrd/10505 (A60 fa�nm �6oW L vevddJe nn�!$. Ed�nly: iMou Oennbadtauvs rtgiml Wkaem<aTimpaa ve o11Ma<mlHs Jawing ellmeknqu� R<(oloGavd Naaffu$idvifimlim Albvatle<ha<p<fa¢mu doJalW lvlh 19AA6181cifcuim lu CtldPanN9sl dip Mvnvio talnv tPx'iBm Yl6'mnM+imm�falmnc�m�nm 416'�do faoAsl<md clmJ m<mmL CSI Deflection u (10c) Allowed 'IC: aMiln TLQWin UP LIM Wn LIM BC: a593(1L13) ILnWin LIRA I" L/W W<k Qmn-14) Cm/OATLa011n UP n./W9 15 M/SO m cniniwely Bn I C.1OHILom m/9A 15 2LIT BC PW in Sry<,.,%in H—TL (Im in 15 Reactions S"non"ry 1T T. w BC BrnWid Rnnim IT BC M. R-1 Mw GnvU in M.WFRSL1,1ift M.C&CU ill M.ssU i6 M Hai< 14 Pin ML) 1 I tin mjN 14 1 6i]IFe -61816. -25 -2S"2 N 1.1261m 14 Pin(WL) 1 I tin 16INH 13 I 9S N OW N ;N -I.Il4 N -1.211Id 13 REnd ML) 1 1 15 in MH1 12 1 921 IN Mil% -tVRIN -243IIN 12 HRd1(W'l.) I I 15in N )N II 1 I.Ill ld -LDQ IN -I.M]IN -1.35]ila 11 HRtlt(WL) I 1 15 in MIN IB 1 MIN -m IN -IAH IN -Tjn1IN ISA1% 10 Pin(WL) I 1 33A 4DIbc 9 1 9A 16: -1.131 IN -I.BAIIs -Lwft1 10 Pin(WL) I 1 15 in 16RNH 8 I YAIh -3W IN .MIN -M BN 9 HRd1(WO 1 1 35in "IN B HRd1(Wq I I 1$N ]PIES L Page 205 of 570 IIALL GENERAL NOTES OF USDRAWNGPACKAGESHALLBECONSIDERED A MHCEGRALPMTOFTHIS COM?OTITDESIGN 000U111FNT.NOTE IHATTHE I Ca nEnglnCeling II PROF6510NAL GNk} SPA MWAIISOMYIHAT'THE'IRUSSASSQ LYSHOWNONMNSHEETF THEMP'1MUMAPPUCABIEDESIGNCRFIFR MR nm Care Cam U13IDADS. LOADN'G CONDMONS. MUSS MEMBER COWNIMATIONS. ANDSPMS LLSTFDON'IHIS SHEET. Luplm. CO BIiD Cameron Engineering Truss: P17 Phone: 303S006750 lobName: SURG KeyBuild"s(em Bradscan3eron@yahoo.com Date: 09/26/10 13:44:08 KeyrmssO System Cm 6.019 Version: 1.183 Page: 2 of6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5/12 1 1-9-0 0-" 1 48in 149lbs 14 mt L m ) 14 Pin0VL) 2 1 tin 911F<H 13 HRdl(WU 2 1 15 in 915IFe 12 Notl (WL) 2 1 15in Set Is 11 HRdI(WU 2 1 35 in 1,1111b, 10 P1n(WL) 2 1 15in d351bn 10 Pin(Wp 2 1 15in SNRH 9 N0.I (wL) 2 1 15 in 9901M 8 HRdI ML) 2 1 ISM 3AIb 14 Pin(WL) 3 1 tin -3616: 14 nnML) 3 1 tin 341dH U HRdI (WL) 3 1 15 in 5161h 12 HRdI(WU 3 1 35in M b, 11 H Rol ML) 3 1 151. 53316: 10PnML) 3 1 15 in 4351M 10 Pin(WU 3 1 15 in 91ftH 9 HRdI ML) 3 I 15 in 4&I ld B HINAMU 3 I 15 in 16916. 14 Pin(WU 4 1 Sin 31011% 14 Pin ML) 4 1 tin <lb," U HRd1 ML) 4 15 in BR Im 12 R. MQ 4 1 i5in ]911h 11 HRdl(WU 4 1 15 in W41b: n0 Pin(WL) 4 1 15 in M1h 10 Pin1WU 4 1 15in 95N," 9 HRd1 ML) 4 1 15 in Mld a HRdI(WL) 4 1 15 in Mlin Page 206 of 570 A GENERALNOTFS(SPINIS DRAWING PACKAGESHAIL BECONSIDEAEDAS AN Nnsm, LPARTOFTHIS COMPONENT DESIONDOCII .. NOTETHATMIi Cameron Engineering PROFESSIONAL FNGINSERS SPAL PDICATFS ONLY TNATTHETRUSS ASSEMBLY SHOWN ON IRIS SNEEI'bff£IS IHEAUNINUM APPLICABLE OESIGNCRHFAN MR E/53C c. THEWAOS, LOADNG CONOmONS. TRUSS h1FNMIR CONFIGURATIONS, AND SPANS 1ISIPD ON THIS SHEEP. Lvpim, C04H0 Cameron Engineering Truss: P17 Phone: 303 800 6750 ]obName: SURG Keylluild® System Brads wnemn@yahoo.Gom Date: 09/26/10 13:44:08 KeyTmssO System COE 6.018 Version: 1.183 Page: 3 of6 Report: Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5/12 1 1-9-0 0-M 1 48 in 149lbs 14 PmpVL) 5 1 2in MRnIt 13 HRd: IWO 5 I 3.5 in SS51% 12 HRdI(WL) 5 1 IS in 4111In II HHal (Wq 5 1 351n 9516s 10 Pin(WQ 5 1 15 in 411 10 Pin(WL) 5 1 15 in MIMH 9 HRdI(WL) 5 I 35in dB316. 8 HRdI(WL) 5 I ]5in IBilb. 14 Pin(WL) 6 1 tin b1816 14 Pin ML) 6 1 tin 1%11%H 13 HRd) (WL) 6 1 15 in 1ffi IFn I2 HRdI (WL) 6 1 15 in -'Ili1: 11 HRtl1(WL) 6 1 35in -I.OR IN 10 Pm(Wq 6 1 15 in -FAIN 10 PIn(WL) 6 1 15 in 35211nH 9 HillI (WU 6 1 35in -I,IMIn 8 HRtlI DVL) 6 1 35in -AdIH 14 MONO 7 1 21n ZZ I4 Pin(WL) 7 1 2in wlinH 3 HRd11WU 9 1 35in -Imt 12 HRdI ML) ] I 15 in -Y311e 11 10 HHal ON Pin(WL) ] 1 ] 1 35in 35in -I.w In, .Mfn Page 207 Of 570 10 Pin IWO ] 1 35in *711%H 9 HRtlI(Wl.) ] I 35in -1, 131 Id 8 HRtlI(WW ] I 35in -YNRm ALL GENERAL NO(FS OF THIS DRAWING PACKAGE SN BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOZIllfliNT. NOM MATME Choemn Engineering PROFFSSIONALkNGPIFFR5 SEAL WDICAT60NLYMAT ME MUSS ASSPMDLY SHOWN ON THIS SHPPI MFEIS'IHE MINIMUM APPIICADIE DESIGN CRITERIA FOR Imc—Can THE IAADS, TAADWG CONDITIONS. TRUSS MEMBER CONFIGURATONS. AND SPANS LISTID ON THIS SHEET. InP m. CO Rum Cameron Engineering Truss: P17 Phone: 303 800 6750 )obNuro, SURG plw. KeyBuild®System Bradscanleron@yahoo.com Daze: 09/26/10 13:44:08 KeyTass® System: Cee6.018 Version: 1.183 Page: 5 of6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5/12 1 1.9-0 0-" 1 48 in 149 lbs 14 Pin( ) 13 HR6I(wL) 8 15in -tZa inn I] HR" OYL) 8 I 35in -=Is 11 HRNI(WU 8 35in -Wis 10 Pin(RO 8 I 35in -Lm41M 10 Pin (WL) 8 i5in I,SA IN 9 HR&IMU a 1 Min -twits 8 HRdIML) 8 1 35in -536Id Multiple pinned hearings exisL Loads Summary Load CaseLrl: Sid Live Load Dimlbmed leads Mnphr Ivaliml Irtalim2 Di—Iim Sped San 1xN! PN IUW Thh Widih TT C. Wni fly Mist IDpf min Bp Cm Dnm Piy 0p( 0'r spin Load Case DI: Sid Dead Load Distributed leads Mrnber Usniml bru-2 DinNnnn Stmstl an. real 6tl lud Thb Wimh Tap CAL N.vn RNe IOpi IBpf a.. Bp Cm Dam Reh l0 p:f 10p:f 48 in Automated Load Case WE: MWFRS-Left(Up) Disaibned lords Meter I¢vimI Lwnlim2 DiMim sipna Stan real FM latl Tdb Wimh TT -1-9n OBO NUp Rats 51i'f 51.%,f spin TT 000 IIS9 NUp Ra UO2pf M021st 48in TT 11d9 29II9 NUp Rah 51.67p,f 51.67p:f 48in Tap H149 36]-3 NUp Rat 51.671ef SL67p,t 48in Automated Load Case W2: MWFRS-Rlghl(Up) Dism'butrA leads MrnM 1¢uiml Isalim2 DI —ion Sp d Sun WW FN Wtl Tdb Widh Tap -140 OBO IS Up Rile r%'f 9.96pf 43in Tip 000 IIS9 NUp Rat 3].691ef 31.iN't' 4ain TT 16.1d 347d NUp Rah 51.67p:f 51.0pd At. TT I2-59 161-3 IS Up Rat 51.6/Isf 51.W Wf 48in Automated Load Case W3: MWFRS{Max DO) Dislribned tends Me UsUiml lvslim2 Dinnnim Spell Sun lead Fund Ub Widh on -W 040 NUp Rnh ES9pf A.N" 48in Tap 000 IIS9 NUp Rah 203,f 200Pf 481n Automated Load Case W4: C&C(Suchon) Dimidrted loads T,P 000 6100 NUp Rain II7,75p:f I17.J5 (ef 181n Tap 6100 11-69 NUp Rake 117.75pef- 117.75pf spin TT IIS9 3193 NUp Ra %14,f M..14pf 48in TT A 3 347-3 NUp Rake (AP,( %14p:( 48in 1) This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C The building is Gablediip with Building Category IV p= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure pass: Enclosed, OCZone 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 Miss is an End Zone Truss. This Mass is not in a Hurricane Pone Region. Load Combinations Member Fnrccc Summary Table lntirs.e Merzfxr ED, mu CSL nw.tiel fna. Ownsp. fan, Hair fi— .auair ) TCIa I51 1-2 aQll OTn !BIM - Lmllh, (a -1191M) 34 n®1 0.)44 M]Ih 5]SIM ('6M1Ih:) (Olhl 4s 56 aJd4 n4R sn lh 3411k rolh:) En 6J nJn olh: BCM 89 LL195 01M IPII n3S5 1,1&IM P11b) 12-13 a- -LIDSIh Wo n195 OlIs 1412 B4M I.m11M I-9l lh) 1314 n.� -I.IMIbx W [z 1-14 Mail 26311M (5431M1 112 0.491 IA]61Fe (bMIFa) 50 LL01 (361M JA n91 AIIM l'3841h:) 13 a L4SIM (.RMI (-763 60 nS 4W1 -SYl1s l 2-12 06 24196 (-Ua IN) SII (CIF -2nils 69 20151b(-M Page 209 of 570 QNJIER�NMES SwMMDCAGN2RI Engineering PRO EONSP�CMOTWUSNS�TUMPPUWDOIcMMR DsiCCwsII HAA VSAM SPANS LLmoNTHIS II Cameron Engineering Truss: P17 Phone: 303 800 6750 IobName: SURG Keysnild"stern Bradscanleron@yahoo.com Daze: 09/26/10 13:44:08 KeyTmss® system Coe 6.018 Version: 1.183 Page: 6of6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 5/12 1 I-9-0 0-" 1 48 in 149lbs GUSSECPLATES Additional Notes: The end of every chord segrvant shall be braced laterally perpendicolarto the plane of the was. Lateral braces shall be installed within 6" ofthe end ofeach chord segment. Page 210 of 570 AILGENFRAL NOr60FTHIS DRAWING PACKAGESHALLBECONSIDERED AS AN IMKAhL. PARTOFTLLS COMPONENT DESIGN DOCUMENT. NOTETHATTHE Cameron Engineering PROFESSIONAL MOON ERS SEll, INDICATES ONLYTHATTHETRUSS ASSEMBLYTHSHOWN ONTHIS SHFRT NUINS E MINIMUM APPLICABLEDESIGN CRUERJA FOR 1753C C. THEWADS, WADING CONDMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS 11SIFD ONlH6 SHEEP Lv .COS Cameron Engineering Truss: P18 - Phone: 303 800 6750 JobNaav SURG eneSyst 44< KeyKeyTm System Bradscalrleron@yahoo.com Date: 09/26/10 13:44:09 KeyTmss® System Cm 6.018 Version: 1.183 Page: I of5 Report: Eng Not SPAN PfrCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M I-M 1 48 in 149lbs ~- 5-9-6 --��— 5Y9-6 i - 5-9-6 _ 5-9-6 4 - __ 5-842 ~— T-- 5-8-12 1-9-0 5L-1 5-9 6 11113 174-3 23-1-10 28-10-6 SS-1 34 7-3 0-&12 2 3 4 5 t 6 25 7 413 411 15 12 10 9 14 8 0-0-0 0-PO 5-9-6 5-9-6 5-9-6 59.6 5-8-12 5-8-12 59.6 1h6-13 1]-0-3 All 28-10-6 Ciicld i�dalef lemcmainwe%. Bgnm iNirse fu[eermnincM1o@.'Fnvinen'ilr6m[r 0[mmd[rdpI05B5 (AISIIf Iereniaryiml al aeeNNlh nmbe. Fuhrala im4®tu lh �rdfanunn regrmi Wlere mrenimplmu ucilletlm mNis 4awingaplue is m88uA R<ftt l9Gaerd Nda fa fiallerclmifimtim AIImrWBe sM:vp falemis enleWmWler Oe 1996A615Ittifieuimfa Cddrvned5lal OoigL, 84Bnain falemslrciµa 416"�dn Muanin 6nlwal8e mvynm 416"�dn fa exRslrsld elwl mrnYM CSI Deflection U (loe) Allowed W (OlIc-is TLQWin UP LIM (1.2) LIM BC- 0.562U0) ILQWin LIM 0-2) LIM Weh Q8i0(78) H—M(Hkin ] 3CCaain slyB BC Pulin Srycin8=48 in Reactions Summary JT IL BC sky Witl Renelim JT BC Munn. Ma G—U i0 MUMWFRSU iR Mw C�:U iR MUU iR MUHnz 14 Pin BWL) I I tin 1671h 14 1 MIN -0 IN A:UIh'. A01bs -2R51N 13 HRd1(WU 1 1 35in 5AIh 3 1 1.131 IN -LD11Fe -I.@I IN -1,na IN n HRdI MU I 1 35in 4ID IN 12 1 818IN -1,4511h -1.45I Re 11 HRna UVU I 1 35in RI IN II I I'M IN Zb, ARYN-I,3MIh -1.3011h 10 HRdI (WU 1 1 I in 4.91IN 10 1 9.BIh APIN - uBIN -ZNPRb 9 HRdI(WL) I 1 35in 4921h 9 I E991h -I/416c-1.4pElh -1.9@Ih 8 HInn MQ 1 1 15 in MIN 8 1 6371h -flSRe -z*aI< -24431h 15 HRdI UYU 1 1 15 in Ilh: 15 1 481h -II21h -961b -1121in 14 Pin(WU 2 1 2N MIN 13 HRai (WL) 2 1 3.5 in 1.131 IN 12 HRan (WU 2 1 15 in 8181h II HRdi ML) 2 I 3.5in I.M IN 10 HRon (WU 2 1 is in MIN 9 HRol (WL) 2 I 3.5in MIN 8 HRda ML) 2 1 15 in 67IIh 15 HRdI(Wq 2 1 35in 21h 14 Fin(WU 3 1 tin 1361h 14 Pin(WU 3 1 tin -1251h.H 13 HRtl1(WU 3 I 35in SR IN 12 HRdi ML) 3 1 35in 4(NIN 11 HRd) (WU 3 1 15 in 5361h 10 HRd1 UYU 3 1 35in 'QUIN 9 HRd1FAIL) 3 1 35in SG IN 8 HRd] (WU 3 1 15 in ININ 15 HRnn RL) 3 1 35in -11211a 14 hn(WU 4 1 tin MIN 14 Fin(WU 4 1 2in 411NH 13 HRtlI(WL) 4 1 15 in I.mJRe 12 Hadd OWL) 4 1 35in 7061h 11 HRdI(WL) 4 1 R5in mt 10 HRdI(WL) 4 I 35in MN 9 HRdI ML) 4 1 15 1. Rmih 8 HRdi MIJ 4 I 351n 4PIh 15 HRdI(WU 4 1 15 in QIh Page 211 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT OFSIGN WCUNDENL NOffiTHAT THE CaneNn Engineering PROFESSIONALFI4GP'EFA55FAL WDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN ONTHIS SHEETNEPIS THEMAPPUCABLEDESIGN CRITERIA FOR Fmc.Cm1 THELOAOS.IAAONGCOMMONSMUSSMEMBERCONFIGURATIONS.ANDSPANSWMONTHISSH . V[O^ne. CO RCA3 Cameron Engineering Truss: P18 mfeRYneVI Phone: 303 800 6750 Jobblame: SURG Key Build®System Bradscameron@yahoo.com Daze: 09/26/10 13:44:10 KeyTmss®a System Cee 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPAaNG WGT/PLY 34-7-3 0/12 1 0-0-0 1-9-0 1 48 in 149lbs 9 HRtll ON 8 1 353n-1140Id 8 HRdI(WL) 8 1 35in-24431h 15 HRdi ML) 8 1 35in S61d Loads Summary Load Case Lrl: Std Live Load Distributed loads Menbet L Iiml Imvlim2 D—Lon Spur swlml FNlmtl Tibwiah Tp C. Uam Pq 29'r 20'f 48in Ba CW Gvvn Rv Opr 0'f 48Vn Load Case D1: Std Dead Load Automated Load Case WI: M WFRS-Left(Up) Distributed loads M=ta' I iml Imlim2 Di—im spea6 Snn 1aW En] lmtl Tub Widh TT 001 1860 NUp Ra 5L67p:f 5167 fsf Min Tap 1860 2Y1-10 NUp Rave A.-p,f 51.6]Rf ®in TT 27.1.10 #]-3 NUP Rue 31.(91c! 3Lbl paf gain Tap 3C7-3 3643 NUp Rua Z1.96pf V..%,f Win Automated Load Case W2: MWFRS-Right(Up) / Divnbuled Imds Mew Irc to im 2 Dipclim Sired Swn Lntl FN.67 Tub A TV 4]-10 Z7-10 7-10 NUp Rake 51,671rf 48in 0 TV 000 NUp RNe Hoof 51.671ef Win W-3 Tip #]-3 NUp Rake UM,f 21mpf 2402pf Win Tap #>-3 36di W-3 NUp Rvke SI.SBpf 51.58pf Win Automated Load Case W3: MWFRS-(Man, Dn) Automaed Load Case W4: C&C(Suction) DimllMed loads Mew Isaiiml Ijxdim2 DLreyJn Sp slap turd Fid)ad Tnbwiah Tap one 9.310 NUp R. (9.l4pf f9,14p:f Win Tap 9110 04-10 NUp ado 61.14fsf W..14fef 48in Tap 23110 314k10 NUp ado 117.75 pf 117.75p'.f Win Tap 31810 #]d NUp ado H7.751ef U7751ef WIn Tap #7.3 3643 NUp Rely I40.75pf 14475'r Win I) 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 Di3rensions 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 Hurricane Bone Region. Load Combinations C51. mumalf .(—c .. fomifdff—. lmnmuadal I.) TCM 62 0.T19 WI 101h:) 14 0.N,1 AII% IOId) 56 0.811 308Id l4;1d1 7-15 a`U3 I071d (-Igiao 2JW11h: IM) 45 0]61 xi in IFs1 6] QT3E I,bAlin -IISITI RC_ sa Ilan 0 in 1011 Qb] 2ru316. (�1611d) 12-13 Q521 2T141bs (-IW lbl 410 onn Olin 11-12 0.419 22ld lh 410]Itrl 1114 0516 2Tbltr. (o Ik Wed 114 0.353 I,UOId (IWId) 112 0.531 I,.Pf3Id (illl ld) S10 0.42 1.418Id '16311d1 ]41 0.8U 2492Rn (-Sb31h1 1-13 0.9A 6891d ill 0.2A -31211e 610 0.t58 2ZM1h: (-IB31h1 2-13 0.555 I.6f61d (-7091C') 411 05H 1,62311, (j]631h.) 69 asa 1,9511v (dSi ld) Page 214 of 570 A GENERALNOIPS017m13 DRAWN'GPACRAGESHAWBECONSMF MASANIN RALPARTOFT IS CtlM1WONINI'OFSIGNOOCUhfffff. NOTE'IHAT THE CyMron Engineering MOFESs10NA WGOiFEIS SFALWDICAIFSONLYTHATnIETRUSSASSEMBLY SHOWNONMIS SHEETNB£ISTHEMINNIUMA UCABIPDESIGNCRIIF "MR Inc —Con TBELOADS, IAADWG CONDmONS. TRUSS MEMBFA CONFIGURATIONS, AND SPANS LIST® ON TH6 SAFER lupmy, Co Stan Cameron Engineering Truss: P19 n.Y1,< Phone: 303 800 6750 3abName: SURG KeyBuild"stem BmdsewwOFI@yahw.mm Date: 09/26/10 13:44:11 KeyTmssg System 0ee6A18 Version: 1.183 Page: I of 10 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 4.999/12 1 1-9-0 0-0-0 1 48 in 1233 lbs 1-9-0 3-R-12 3-8-12 ---�— 5-5-2 '. _ 5-5-2 — -~ 5-5-2 5-5-2 5-5-2 3-9-12 7-5-9 12-10-11 1E_ 13 23-8-15 29-2-1 34-7-3 03.12 3-10-1 3-10-0 8 3 4 5 6 7 5112 2 1 17 412 15 14 i3 114 10 16 9 0-0-0 0-0-0 3-B-12 3-8-12 5-5-2 5-5-2 5S2 5-5-2 5-5-2 3-R-12 ]-5-9 12.10-11 18.3-13 23- 15 29-2-1 34-1-3 Gales iMwefazlem:mva inwW. Sgwxi�ua raumergW in<kM. "Fastertrs"iMiwalk nmtlerd0105D.S 1A6D rvvleren mpmla veeNdlh nmM. FxM1nla irt5mles n[nnhrdfmams mpSrt6 Wkrt emepimp'0u ue tdlW olmlks @�x1i¢ vdaeis mµ� Rera laG el Na¢ (afivhrclvifmim Allavetle sknr terfaziaeris ulmlued (vlk 19k A15151eei(cllimfaCddFmMSW ReigL Mvi:lvin falearsryci�n Wl6':rvn Mvimilnfulaer Ng �m:pnw A'16"r�on (mucM1slald star cvoc4a CSI Deflection I/ (roc) Allowed TC : Q&n jPR 'ILQnein TIP L;M (1� L/M BCl Q502(1415) WQmin L9W 04B L/3A wed Qm0-16) 11mn,402d I w cndiwvly Baa6 BC PWin SprL¢=48in Reactions Summary IT IX Bc B Win Re:..im IT BC M R. mmea.0 in M.Wnsu ll maxcacuplill mmBrim Max Ha;. yl H Rdl(WL) 1 1 35 in 2511s I7 I "Ark -Iss lk -3511d -wll 16 Pin(WL) I 1 2in MIN 16 1 4AId -Yblin -1,1011b -I.7%lk 9571k 16 Pin(WL) 1 1 2in AIkH IS 1 617 Rz -1651d & ftn B ft IS HErn CAL) 1 1 35 in miff 14 1 6821d 'BUld -L6RIk -1.mlw 14 HRII ML) I 1 35 in Mlle 13 1 mift 4PSId-IAla1d -1.miw 13 HRdl ML) I 1 35 in 4HId 12 1 al Ik AAId-I,NEft -1- ld 12 H Rd)(WL) 1 1 35 in 4MR% II I SIIId HS61d -I.Mb. -1.079IW MRA II Pin ML) 1 1 35 in Min 10 1 9101d A51 ld -I.SCU & -1.51VIN II Pin(WLI I I 35in 81d H 9 1 3 ltn -3541d -5EIk -581d 10 HRdl MQ 1 1 35 in QPR1 9 HRoll MQ 1 1 35 in mile Page 216 of 570 ALL GENERAL NOTES OF THIS DRAWWG PACKAGE SHAIL BE CONSIDERED AS AN BJ IFliRAL PART OF THIS COMPONENT DESIGN DOCU .. NOTE IHATTHE Cameron Engineering PROMSIONALENORNEERSTH SBALN'D1CAM ONLYATMETRUSSASSFMDL'Y SHOWN ONSHFETMF£ MEMPPNMAPPIICMUDBIGNCRIIERW FOR 17mc—Con THEIAADS, LOADWG CONDmONS,TRUSS M1ff MCONFIGURAnONS, AND SPANS LISTED ONnRS SHEET. W9mv4,COm9D Cameron Engineering Truss: P19 Phone: 303 800 6750 7obNar SURD N. R R - �, KeyBuild®System Bradscameron(—Wyaho0.eom Date: 09/26/10 13:44:11 KeyTmssO system Cee6.018 V.iom 1.183 Page: 5 Of IO Report: Eng Plot SPAN PITCH QTY OHL ORR PLYS .SPACING WGT/PLY 34-7-3 4.999/12 1 1-9-0 0-0-0 1 48 in 123.3lbs I6 Pm ML) 5 1 2fn nl� in 16 Pin(WU 5 I tin 3UI�H 15 HRdl ML) 5 I 15in %716s 14 H Rdl (WL) 5 I 151n 3211� 13 H Rai ML) 5 I 15 in 4711b 12 H Rd] MU 5 'Sin 26b lx II Pin(WL) 5 1 "in 4511E II Pin Mp 5 1 J5 in 531MH 10 H Rdl (WL) 5 I 151n 4561h� 9 HRtl1 MQ 5 15 in M Page 220 of 570 A GFNERAI.NOIESOF'nR.SDRAWWOPACK GESH BECONSOMMASANI RALPARTOFMECOMPON DESIGNWCUNRNP.NOTEIHATTHE (y1CIDn Engiriming PROFESSIONAL ENGINEERS SPALWDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ONTHLS SUMESIERtS MEMWIMUM APPUCABU DESIGN CRnFRN MR lmcn�CnLd THE LOADS. WADING CONDIIIONS.MIRS hUSHER CONFlGURATIONS. AND SPANS LISTED ON THIS SHEEP. La ,CO Sasn 'vQDSyst "` Key Build®System KeyTruss® Version: 1.183 Cameron Engineering Phone: 303 800 6750 BmdsCamlel'ODQyahoo.com Truss: JobName: Data: System Page: Report: P19 SURG 09/26/10 13:44:11 Cee 6.018 9 of IO Eng Plot SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 4.999/12 1 1-9-0 0-M 1 48 in 1233lbs 16 Pin(WU 8 1 tin d.ml Rx 16 PIn(WU 8 1 Sin MINH IS Had1 ML) 8 1 15 in �8Aif ' 14 HRdI MU 8 I 151" -1.6RIm 13 HRoI fWU 8 1 15in -I,M Ih: 12 HRdi(WU 8 1 15 in 15101E II Pin DVU 8 1 15 in -I.OAIb: 11 Pm(WU 8 1 15in 933HeH In H adl DVU 8 t 151n -Lmli, 9 H Rdl rya) B I 151n -53811n Loads Summary Load Case Fri: Sul Live Load DLatribuled leads win I iml laaim2 Dinnnim Snreatl SUp lmtl EJlead Tnb Wi86 TW Cm On. py IDEf xl@f din Du C. Drxn P li O,f Op:f din Load Case DI: Sod Dead Load Do. Automated Load Case W I: MWFRS-Left(Up) For 7-59 NUp Fain M@Wf M031af Min 7-59 211E NUp Ride 5167prf 51,67 pi Min 2N14, 5L7-3 NUp Rake 5L671nf 51,671ef din Automated Load Case W2: MWFRS-Right(Up) too 7-S9 NUp RNe 31.0,E V../9 p.r 4in 161J 347J NUP Rake 51.67 ppf 51.67pf mi. 7-59 160 NUp Rah 51.67R.f 51,67fcf 4 in Amounted Load Case W3: MWFRS-(Max Dn) D mlbmed W ds suM tadlal I im2 Dirsrim Sp Sum lad and lead WbWikb TT -1410 UOo NUp Rule 2%61ef N6p1 Min Tip GOD 7.S9 NUp Rake 2minf 2WIef Min Automated Load Case W4: C&C(Suction) DMhftd lunch TT Goo 61011 NUP Rnh H775pf 117.751ef Min Tap 61" 7S NUp Rnk 117,75@f 117.75p:f &in TW 739 1643 NUp Rake 69.I4pf 0..14pf din Ty W%3 #7-3 NUp Rah M..14gf 69.141rf Min 1) This buss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip With Building Category IV p= 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 fight and vertical has not been exposed to Wind. This Huss is an End Zone Truss. This truss is not in a Hurricane Prune Region. Load Combinations DI. U752W3_ m75 EI. ],® 5 DI ♦OAS W3 L® =6-= a61, _wl —' Page 224 of 570 7 m6Dla W2 LOU IIA GENERALN=OFMSDRAWNGPACI(AGESHAILBECONSMMMASANIMffiRALPARTOF9 COMPO DESIGNWCU .N07E' TTHE I Cameron Engineering PROFESSIONALENGWEER5 SE INDICATES ONLYMi yr HEMUSS ASSEMBLY SHOWN ONMES SHEETNUMS 7HENUM411M APPIlCA61EDFSIGN CRMTHA FOR 1751 (,ae Cml THE LOADS, WA JNG COMMONS. TRUSS h Bpi CONFIGURATONS. AND SPANS LDMED ONT1814 SHEER UnvL CO auto Cameron Engineering Truss: P20 c'� Phone: 303 800 6750 ]obNalre: SURG 5.:.�.P. KeyEeyrmsystem r- BladsCffiIleron@yahoo.com Daze: 13:44:13 Ke)'1'mss® System Cee 6.10 Cee 6.OI8 Version: 1.183 Page: 1 of 5 Repoli: Eng Plol SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M 1-9-0 1 48 in 119.71bs 5-5-2 ~_--5-5-2 - 5-5-2 - - —{— —_ 5-5-2 5-5-2 5-5-2 - — _ _ { — _ + 3-8-12 �- - 3-8-12 1-9-0 3-10-1 10-104 10-3-6 21-8 8 27-1-10 3_10-1 30.10-6 3Jq.3 0 B-12 1 2 3 4 5 6 17 1 is i6 9 0.0.0 0-0-0 5-5-2 5-5-2 5-5-2 5-5-2 65-2 3-8-12 3-8-12 5-5-2 10-10-0 1 'tfi-3-fi 21-8-8 27-1.10 I. 30-00-6 34-P3 CirtlesiNmtc faNtmtnN inwt6+. Sgmrts in6ml[fxurnermvs innFaA. 'Faslana'irt8cntes ne nvrffied/LOBOS IAISR Issleren nyiMuaeeNNlhm r. Ewh vuls irtfie9ea 11e �owhrdnulemR m6r� Wlen, v woam =NfldmmMs brewing a oan¢isrtlumd Referlo Cttmal Naes fu fimhrdvinaim Allmvade shar lelmlaer is rWCWwalLclh 19LA1sI Spa�nwim fa CddFonMSlxl Daipl. Waain fasumrsryci�w WIT mn Mvwin( lemc* rnwJnw WIT sun f—lisived slsl m niN CSI Deflection U (roc) Allowed TC: o7m(671 Ts R071"UP LIST C56) Lew Be 0518(1115) WQlin L1 WN (1-2) L/W wdk 079(7-10) H—Momin 8 X cnai=—I,Bm BC PWin Sloci,=48 in Reactions Summary IT IL Be a Wm Reaeim IT BC n1aa Reel Mn. r;rv.0 in Ma.MwFlsu in M Cwu in M U in M Hma 16 PinIWL) I I tin IRIh 16 3SIIh JSl ll< -StlIM -M lb A'SWIN IS HRd:(WL) 1 1 35in 4AIIx IS I 9H 1b -I'MIN -1.6691N -1.8m IN 14 HRdI(WL) 1 I 35in 43511e 14 1 BR IN -N IN. -'AB IN -'!(91% 13 H Rat ML) 1 I 35in 411 IN 13 1 "IN .1.1161N -20161N -201611a 11 H Rd1 ML) I 1 35in 45311e li Art -7391b -'7N lle 11 HRdl(WU I I Is in MI N 11 1 6MIN "2951b ZN 4 N 452IN 10 H Bad ML) I 1 35in mt 10 6511b SA N -112616s -211611e 9 H Ran 1WL) 1 1 15 in 1911b 9 4211C a lN -I.6211N -1.6211N 17 HRan ML) 1 1 35in 251N 17 1 Alb -Ib11N -461N -0 [N 16 Pin(WL) 1 1 tin MIN 15 H Rd](WU 2 1 351n 9211N 14 H Ran MQ 2 1 15 in MIN 13 HRai ML) 2 1 3.5 in MIN 12 H Rd] OWL) 1 1 15 in W?IN II HRai ML) 2 1 3.5 in WIN 10 Hflat (WU 2 1 15 in (601N 9 H Rat(WL) 2 1 3.5 in 4VIN 17 HRd11WU 2 1 15 in Alb 16 Pin(WL) 3 1 2in LAIN 16 Pin(WL1 3 1 2in -112IN H 15 HRal(WU 3 1 15 in 4351N 14 HRd1(WL) 3 1 35in M:w 13 HRdI RL) 3 1 35in MAIN 12 HRal(WU 3 1 15 in 4 HN II HRaj ML) 3 1 15 in 3DIN 10 HRa MW 3 1 15 in 2T31h: 9 HRdIML) 3 1 15 1. 421N 17 HRon (WO 3 1 3..5 in -%IN 16 Fln(WU 4 1 2in 31311N " 16 Pin IWL) 4 1 2in E41NH IS HRtlI(WL) 4 1 J.5in ]ffi IM 14 HRd L) 4 1 3.5 in SO1b 13 H Rtl1(WU 4 1 35in 7511h+ 12 HRNI(WU 4 I 35in BH Ib 11 HRd1(WU 4 1 35in `A21N 10 HRdI(WU 4 1 15 in MN 9 HRit ML) 4 1 35in 2%IN 17 H Ran ML) 4 1 15 in -291N Page 226 of 570 ALLGENFAALNOt£S OF THIS DRAWING PACILGESHA BE CONSIDERED AS AN W'IEDRAL PART OF His COMPONENT DESIGN DOCUMEM. NMEINATTHE Cameron Engineering PROFESSIONALFNGWFF]tS SFALWDICATES GNLY'IHATTHEIRUSS ASSEMBLY SHOWN ON THIS SHEETWi STHEI WRIUM APPLICABLE DESIONCROMIAFOR 1753 C—Con 'HIE LOADS. IAADWG COMMONS. MUSS hffAmFR CONFIGURATIONS. AND SPANS IIS'IPD ON MIS SHEET. 1a CO Bel P X Sef 7 15 8 6P 15 14 139 12 11 10 Cameron Engineering Truss: P20 ��J��P� --- `c& Phone: 303 800 6750 JobName: SURG ® KeyKcyTn System BrddscanTeron@yahoo.com Daze: 10 13:44:13 KG}TN55® COO 6. Sy5Ifn1: COO 6.016 Version: 1.183 Page: 3 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-0-0 1-9-0 1 48 in 119.7lbs 10 HRd:(WI.) 7 15.. -261Fe 9 HSol (WL) 7 SS in .%I IM 17 HRdI(WL) 7 I 15 in dml% Page 228 of 570 ALL GENERAL NOIES OF TIES DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIFGRAL PART OF THUS COWONFNT DESIGN DC:U .NOTE MAT ME Cy nEngineering PROFESSIONALFNGPIQAS SEALINDICATFS ONLYTHATTHETRUSS ASSEABLY SHOWN ONnUS SHFETMEEIS THENHNMUMAPPUCABIEDERGN CRIOURIA FOR 17M C. Cmt THE LOADS, LOADING CONDmONS. TRUSS MEMBER CONFIGURAHONS. AND SPANS LISTED ON THLS SHEIZE Lm .CO swa p Cameron Engineering Truss: P20 . • C°" e fe ,,. Phone: 303 800 6750 ]obblanee. SURG . KeyBuild®Systystem BradSCNneIOn@yahoo.com Data: 09/26/10 13:44:13 KeyTluss® System G. 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING C WGT/PLY 34-7-3 0/12 1 0-0-0 1-9-0 1 1 48 in 119.71bs 16 PnMLI 8 1 tin 4095in, H IS HRdI(WL) 1 I 15 in -I,1b b9 14 HRdI WL) 8 15 in -Tn IM a HRd, ML) 8 I a5ia -20161d 12 HBut OWL, 8 I 15 in 11 HRdIML) 8 15in ZE, 45211s 10 �H Rdl MW 8 I 15in -21251A 9 HBut (WL) 8 I 15in �1,6271d 17 HEno M I 8 1 15in 4051s Loads Summary Load Case Lfl: Sid Live Load But Cm Db Ry opf opsf at. Load CaseDl: Sid Dead Load Divnlv¢d Loads M olxr 1a'Nim l m6m2 Di wim swa Sinn lmi EnJ 'nib W lan TT Cnn W,n RWe Misr IOinf MB n B. C. W.m RWx lopf 10p:f Min Automated Load Case W1: MWFRS-Left(Up) Disvdwledlmds Tap 1840 27 Fto NUp Ran 51.67p:f 5167pf Min Ty 77-140 317.3 NUp Rate A69ppf A.09p:f Min Tap 311J 3643 NUp Ran V.96p.f 21.951sf min Automated Load Case W2: MWFRS-Right(Up) DLmlbuted Inds Tap 000 87-10 NUp Rate 51.67pf 51.671sf Min TT VA-10 #73 NUp Ron X02'f 2102 f at. TT 3L7-3 3643 NUp Rae 51.59,1' 5159fsf Min Automated Load Case W3: M WFRS{Max DM Dimibwed loads Wnier I¢ntiml Ittatim2 Di.im SMW S. latl Fb� Tnb Widh TT V-1-10 317-3 N Up Roe 203 Pf 2031sf Min Tap 317-3 360.3 NUp RWe H.6pf H.61nf Min Automated Load Case W4: C&C(Suction) Dulribned Loads TW WM0 27.140 NUp Rile 6914nf 6414,f Min TT 9-110 3A-3 NUp Rae II7.75p:f n7.751sf 48in Tip #73 3643 NUp Rae 14175p:f 14.75p:f Min I) 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), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind. The right and vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations Memher Fnfree Sslfnmary Tm:inamt®: Me ru. �m.esL �.v3ar .f�.�.r�irdrtend rnnNm.ada r�3 TC1d 1-2 2a Ban am Old - TYf lIs N1bl N a5 am U615 7Ytld TIIId (Ole) Nlal 56 67 0.697 a7fo I.890 1.7411N soon) 1-IW Id) 7B F17 am n353 8f01d OSR, (-751d) (-n IM) BCN 410 LLW2 Uld II-12 Q3D Old 1314 0.Mo 1,169Id o631d) 1116 a518 1,8W Id (Old) loll a3U Old Ib13 am 016r 1415 Q518 Lf'.Bld Nld Well 1-10 u1W SSfld F-win 314 U4`A 1.3181d 1b361d1 112 UNI 8511tr. 1b721M) B9 aSW I.WId (-YOId) b15 am ZUD Id 0781d) 113 aa3x 1,2971d soh lml 611 UZN Sfbld Foal ) D14 am 4091d SD 04W 1.438 Is 1-781d7 7-10 Q744 ZEElh: Imld) Page 229 of 570 IIAIL GENERAL NOIFS OF THIS DRAWING PACKAGE SHAIL BE CONSIDERED AS AN INIF1'RAL PARTOF THIS CGMPoNFM' DESIGN DOCUMINf. NOTE THATTBE I Canemn Engineering II PROFESSIONAL ENGINEEIS SEAL INDICATES ONLY MVT ME MUSS ASSEMBLY SHOWN ON THIS SHEET MFPIS THE MINN1UM APPUCABIE DESIGN CREEtIA MR Onc—Can THE LOADS. LOADING CONDmONS. TRUSS hffMBER CONFIGURATIONS. AND SPANS LISIFD ON THIS SHEET. Imo. CO lion Cameron Engineering Truss: P21 L,�� v { Phone: 303 800 6750 Jol Na : SURG Keylluild®system Bradscameron@yahoo.com Date: 09/26/10 13:44:14 KeyTnlss® System Cee6A18 Version: 1,183 Page: I of5 Report: Ens Plot SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY 34-7-3 4.998/12 1 I-9-0 0-0-0 1 48 in 111.3 its -9-9-0 3-5-9 5-24 524 5.2A 5-24 "1" S2-0 3-5-9 __ &]-13 �� _ _ _ 13-1G-2 19-0-6 -24-2-1.-2RL 5 ---- 3413 -&0 12 22— 2.2-1 8 2 3 4 5 6 7 55 '� 614 �12 5 13 1 10 9 16 g 0-0-0 0-0-0 3-5-9 5-24 5-2-4 5-24 5-21 5-21 5.24 3-5-9 R-]-13 13-00-2 19-0-6 24-2-10 - 29-4A5 344-3 R&r Gennaea iarateil-dvu4ln CM1M."Fxvlems"i�uvu rh nmhrdJ105OS(AISp(avers mpuMmueerdNlFe oaMer. Fsb velm iNica4: Ile oa�tcrd4.Mmn regortd Whremmiimp'Na memllNmmlHs 'na,.0.avlaerai dawinS nllmn is nqurel Referb Gererd Nva fm lmleclmi0tim Allavatle �l®rlvfaelemiv ralatlatvlpnik 19M A6151xifvuimf CtldFmMSlxl wig. Mdndnfulerere�cir¢m A'16'rmn Mdmdn LVM2rv1, rmpjnm Wl6'Innfrt4sl¢Id slcel cav¢lel CSI Deflection L/ (roc) Allowed Tc: avt0-a M-aminuP Ll911 (I4E LIM BC: a663(1415) ILO.@in LIM p4) LIM W& autin-IN HMT Q02in 1 m cnatw Iy BarW BC PmlinSpria=45 in Reactions Summary IT LC BC B Witl Rauvim IT BC N,a Reel Mw CmvU i0 M WFRS11 iR M.Ct U i0 MUU i0 M tHaiz 17 HRan (WL) 1 1 151n OIR IJ I 5116 -15116: -3L Ih -3LIN Ib Pin GVL) 1 I tin 1W IN 16 I 4671k '65 N -I.MIN .1.891IN 1.1051E 15 NRdI IWL) 1 I ASin SHIN MIN 15 1 081 IN .2861E -33(1Ik -336IE 14 HE.I (WL) 1 1 SS in 4 I4 1 %n IN 4.1091E-L6781E .1,6781E 13 HRai ML) 1 1 15 in 4081E 13 I BIOIE -PI IE -Lm71E .10671E 12 HRai MQ I 1 S5in 4191N 13 NON $W IE -1,ffi IE -LMIE 11 HRai IWU I I )Sin 9081E II I 8211E 4171E-LIfBIE -LI(0IE 10 HRai(WL) I 1 35 in 4511E 10 9A IE 4971E -1.3061E -L3m IE 9 HRai (WL) I 1 l5in 1711E 9 3Al lk -)HIE -0 JN -4WIN 17 HRai (WL) 2 1 S5in 51 N 16 Fin(WL) 2 1 tin 4671E I5 HRI(WW 2 1 SS in in]1M 14 HRd Ru 2 1 3.5in 9061E 13 RR' ML) ML) 2 I 15in 81011a 12 HRd1(WL) 2 1 S5in &DIE 11 HRdI OIL) 2 I S5in Bit IE 10 HRdI(WL) 2 I 15in 9011E 9 ARdI(WL) 2 1 S5in Inlk 0 HRdI ML) 3 15 in A31E 16 P`OWL) 3 I tin 431E I6 P1n(WI.) 3 tin SBIEH 15 HRan (WU 3 1 15in HI IN 14 HRai ML) 3 1 15in MIN 13 HRai (WU 3 1 15in 4151E 12 HRdI(WL) 3 I 15in 412115 II HRtlI (Wp 3 S5in 4101E 10 HRanOWL) 3 1 15 in 45i I 9 HRdI(WL) 3 1 15 in 1711E 17 HRai (Wq 4 1 15 in 451E 16 Pin(WL) 4 1 2in 261E _ Ifi Pinml.) 4 1 tin WINN 15 HRdI(WLI 4 1 3,51n WIN 14 HRd: (WL) 4 1 S5in 'M51E 13 HRdI(WL) 4 1 15in 7151IN 12 HRAI ML) 4 1 S5in MIN It "Rai ML) 4 1 35in MIN 10 HR IML) 4 1 15in TEIN 9 HRai ML) 4 1 S5in 2AIW Page 231 of 570 ALL GENFAALNOI£S OP7HIS DRAWNG PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF 71116 COMPoNFM DESIGN DOCUM .. NOTE7HAT71® CyBelpn Engineming PROFESSIONALENORIEElS 5E NDICA7£S ONLY7Hm AT'E7RU55 it!iS BLYSHOWNONTES SHEEFMFElS71fEMMP "PUCABUDOS NCR=M FOR IMCae Coat THE IDADS. Wi DWG CON1BnONS. TRUSS ME6I301 CONFIGURATIONS. AND SPANS LITT[,ON THIS SHEEP. Ln,,PVL CO Raw Cameron Engineering Truss: P21 Phone: 303 800 6750 7obNon": SURG LYLLN'YIYA LLf xeysnaa@System Bladscanleron@yahoo.com Daze: 09/26/10 13:44:14 KeyTnlss@ System Coe 6.018 Version: 1.183 Page: 2of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 4.998/12 1 1-9-0 0-0-0 1 48 in 111.31bs In 16 Pinmw 5 1 tin 8116: 16 Pin OVp 5 1 tin 7416.H 15 HHall (WL) 5 1 )Sin P511n; 14 H RIl(WU 5 1 15in 4LId 13 HRd1(WU 5 1 15 in 4141h 12 H Rdl(WU 5 1 151. 4131tr. 11 H Rd1IWL) 5 1 15in 4101i 10 HRd10VL) 5 1 15in 4551p 9 HRal(WU 5 1 15 in 1711h 17 HRdl ML) 6 1 15in -1511h 16 I'd( ) 6 1 tin 31d 1d 16 Pin ML) 6 1 2in 2921hH IS HRtlI(WU 6 15 in -Ib]Ih N HRd Mp 6 I 3.5 in Aarilh 13 HodI ML) 6 15 in -DI Ih 12 HRdI (W) 6 I 15 in 4581E: It HRd[MU 6 1 15 in 217IE: 10 HRdl ML) 6 3.5in kfllh 9 HRtl1(WU 6 I 3.5 in 10b; I] HRdI Mp 16 Pin(WL) ] 7 1 3.5 in 2in -261h d361h Page 232 of 570 16 Pin(WU ] I 2in 1R16.H 15 HRd[ ML) 7 1 3.5 in -256Ih: 14 HRd[ ML) Rnl.l 7 1 3.5 in I'm -I'M Ih ' A OENFRAL NOTES OFTHIS DRAWING PACKAGESHAo BECONSBIEAED AS AN INIFGRALPARTOF'THIS COMPONIZINTMIGN DOLUM .. N07ETHATTHE C3nC10n Engineering PROFESSIONALENGINEE125 SE1LLWICA7FS ONLY 'IUAT'IHE'TRUSS ASSEMBLY SHOWN ON THIS SHM!%E£IS THEMIMMUM APPUCABIE DESR)N CRIIFAIA FOR 1]51Co.[CM I 'IHEWADS. LOADING CONDITIONS, TRUSS MF1.4BER CONFIGURAMONS. AND SPANS MTEDONTH6 SHEET. Innw. CO Bide Cameron Engineering Truss: P21 A Phone: 303 800 6750 ]obName: SURG n,- KeyEHild"stent Bradseameron@yahoo.com Date: 09/26/10 13:44:14 KeyCluss® System Gee 6.018 Version: 1.183 Page 3of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 4.998/12 1 1-9-0 0-M 1 48 in 111.3lbs R () II HRdI(WL) 7 I 15 in A171k 10 H=(WL) 7 I Min d9l1ls 9 HRdI(WL) 7 1 S5in -3391M Page 233 of 570 ALL GENERAL NOTES OF DOS DRAWING PACKAGE SHAM RE CONSIDERED AS AN DMORAL PART OFT111S MNPONFNT DESIGN DOCUMENT. NOTE 'IHAT THE Cameron Engineering PROF6510NALFNGNEERS SFALNDMATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON MUS SHEET MEETS 7HENRNN MAPPIlCAB1E0ESIGNCRI1FAlA FOR I 175JC Caul THE WADS.IDADING CONDHIONS. MUSS NOWBEZ CONROURAMON5. AND SPANS LISIFD ONTHIS SHEET. l�. CO ffWJ r Cameron Engineering Truss: P21 LLti4, (' Phone: 303 800 6750 JobNamc: SURG KcyBuild®System KeyTmss® Version: 1.183 Bradseameron@yahoo.com Date: 09/26/10 13:44:14 System Cee 6.018 Page: 4 of5 Report Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 4.998/12 1 1-9-0 0-" 1 48 in 1113 lbs 16 Pin (WE' 8 tin-1,89111x 16 Pin(Wq 8 tin L.Z"11,H 15 H Rdl ME) 8 15in -?361M 14 HRNl pvy 8 I ASin d,6781k 13 HRtll pvL) 8 1 ASin .LW]un 12 HRQ(WL) 8 1 35 in-1,ffiIbr II HRdi ME) 8 I zsin-Llmlfe In HRol (WE) 8 1 15in 9 HRd[Mp 8 1 1 in -0SY IM Loads Summary Load Case Lrl: Sid Live Load Dicributed Inds M'. r iml Imalim] Dirtlim sv S. L-1 and Tnb Widb TM C. W.m Ry 31fef X'f 48in B. Cm Dorn pm OHf 0'f Min Load CrEeDI: Sul Dead Load Distributed I=& Meter Irtviml laalim2 Dimtim SVPN S'. Ed Witl hib Widb Ty CM Davn RUM lop:r lopf Gain Bu Cm Cvm RUM 10gf 10,f 48fn Automated Load Case WI: MWPRS-Left(Up) TEP 000 339 NUp Ra N.m'f 24W of min To, .3,M 21-119 NUp Rdn 51.67ppf 51.67p:f min Tap 21-11-9 317-3 NUp Ru4 51,0,f 51,671ef ain Automated Load Case W2: MWFRS-Righl(UP) Tap Don 359 NUp Rn 3).(9'r V..69'r Min TT 161-3 317-3 NUp Rake 51.61pf 51.0'r Min Tap I" 1613 NUp Rain 51.67 fcf 51.67pf Min Automated Load Case W3: M WFRE-(Max Dn) IT o00 3S9 NUp Rain 2N fef 2Np:r Min Automated Load Cue W4: C&C(Suction) TT nnn 359 NUp Rn 117.75,f II7.TSRf min Tap 359 1243 NUp RaM N.14@f 6914p:f Min Tap IL93 37.3 NUp Rah f9.14fcf M14pf Min 1) This truss has been designed in acmnlancewith ASCE7-05,145 mph, Exposure C. Thebuilding is GabldHip with Building Category IV (I 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, OCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End ZoncTruss.This truss is not in a Hurricane Prone Region. Load Combinations Page 234 of 570 IIPOMSONALNPDNOB4E➢ISSEV,wDICATPS ONLY MVpMEMUSS ASSEMBLOF ME DRAWING PACKAGE SHALE BE CONSDERED M YSHON ON IBIS SDHQTMFEIS MEMWPNM APPF ME CONIPONE117 DESIGN �LICAB�PSIGN CTRHM1A FORT I1733C-001BH0 Engineering II MEW S,WA NGCON MONS.TRUSShffA MCONFIGURATIONS.ANDSPANSMMONTHISSHFEI'. Cameron Engineering Truss: P22 ` - Phone: 303 800 6750 : 3obslmn SORG 41 nVYI. KeyRuildO System Bradscameron@yahoo.com Date: 09/26/10 13:44:15 KeyTmssO System Cee6.018 Version: 1.183 Page. I of5 Report: Eng Plot SPAN PITCH QTY OHL OFiR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M 1-9-0 1 48 in 111.2lbs 5.24 5-24 5-24 5-24 3-5-9 1-"5-2-0 — A _— —_--' 5-2A 10A-9 5-6-13 20-9-1 25-11-6 31-1-0 �4F 2-2-1 2-2-1 0-8-12 1 2 3 4 5 6 7 15 17 15 14 13 12 1914 10 16 9 0-0-0 5-2-4 5.2-0 5-24 5Q> 5-2-0 5-2-0 5-2-0 1 10-0-9 1 15-&13 269.1 25-11-fi 31-1-10 Cirtla iNme f alemmsx in weE:. 3gma irdme fumvmn inclvA. 'Fas.W intiam ne nmtrrdbin SDS (AISD fulaem mi ire W ae W dlh=mNr. FxAwl¢ irt4wu II[ mvMdfulems nyiml WFoe mrtttimllSts mealledm m Iks dawi, nds< is mpun,4 Rchrm Gnml Nna fm fmhrclxnfmlim MINvade•Isomf lem is cdcWdal wle 19MA6191tti6na0mfv CdbFmrtd Seel D,Ap, Mansain fstemslxxin,ss WHY mn Winsin®slaerMg n-Sis al 9'16'Ids f—hIn id In.1 m ciM CSI Deflection U (100 Allowed 7C: 0.905(7-N TLOmin UP L7 (7-E L/Xa BC: 03f)(ISI6) IL am in L/999 (1-2) LIM Wde 0646" Hm TL am in 9 IC Cmi.1, Bsaml Be PWin Snmiss Qin Reactions SuIEEnary IT T,ns LC BC B Witl Rcmim IT BC Mw Rmt M CmvU ifl M.MWFRSU ft M.C&7unih Sssu ifl MU Huiz 16 Pin(WO 1 I tin 171 IN 16 1 Nl IN -3331R < fts -0 IM-I.IOSId IS HRd1(NO 1 I 151n 4571N IS MIA MIA RAIN -I.QP IN -1.4V 14 HRdI(WL) I I ISin 401 14 1 -TSSIN -1.039IN . R591N 13 HInn (WU 1 I Isis 419IN 13 I bD IN RO N .1.3321N -1.332.. 12 HRdI(WU 1 1 Isis 4A IN 12 1 sin IN -7591U-1,0191F< -1,0191Fe II HRun (WL) I 1 151n 450 11 1 4N Ile A51In-13131k. -1.513Id 10 HSol (WU 1 1 35in 328Its I0 1 fm lb -3'Q bs -"IN Smlh 9 HRan (NO 1 1 15 in 1W IN 9 1 A"IN -0 N-I.d2IN -I.Rat 17 HRd) (WU 1 I Isis 17 IN 17 1 51 IN -1511N -MIN -WRs 16 Pin(WU 2 1 tin 3n IN IS HRdI (WU 2 I 35in 9m IN 14 HRan (WI.) 2 1 15 in &I IN 13 HRd] (WU 2 1 Isis WIN 12 HRdI ML) 2 1 35in 8101N II HRdI(WU 2 1 35in 9241N I0 HSol (WU 2 1 351n 601 IN 9 HRon (WU 2 1 I5in 4671N 17 HRdl CWU 2 1 35in 51 IN 16 Pin(WU 3 1 tin 171 IN 16 PIn(WL) 3 1 tin -951NH 15 HRdI ML) 3 I 15 in 4WIN 14 HRdi(WU 3 1 15 in An IN 13 HR41(WU 3 1 3.5in 4e IG 12 HRo MW 3 1 3.5in 4AIN II HRAI(WU 3 1 15 1. MIN 10 HRon (WW 3 1 35in MIN 9 HRdI(WU 3 1 3.5in 43IN 17 HRd1(WU 3 1 15 in -WIN 16 Pin IWQ 4 1 tin MIN _ 16 Pin1WU 4 1 tin d41NH IS Had: AVU 4 1 35in MIN 14 HRHML) 4 1 15 in MIN 13 HRdI ML) 4 1 15 1. nMN 6 HRon ML) 4 1 15 in MIN II HRd1(WU 4 1 3.5 in 361N 10 HRIB (WU 4 1 15 in "IN 9 Hlint MW 4 1 15 in MIN 17 HRon (WU 4 1 15 in 451N Page 236 of 570 ALL GENERAL NDTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN UNTEGRAL PARTOF THIS CONWONENT DESIGN DOCUMENT. NOTE THAT THIS Cunlaon Engineering PROHOSR)NALENGINEER5 SEAL WDICAT60NLY THATTHETRUSS ASSEMBLY SHOWN ON THE SHFTTMFEIS THEMWPoUM AITUCABIE DESIGN CRITERIA FOR 1'mcnd CM THEIAADS, TRADING CONDmONS. TRUSS NRfmFR CONFIGURATIONS, AND SPANS LISTED ONTHI.S SHEET. 14igm4 CO Bnm Cameron Engineering Truss: P22 - W a Phone: 303 800 6750 JobName: SURG KeyBuild®System BEzdscarneron@yahoo.com Daze: 09/26/10 13:44:16 KeyTmss® System Cee 6.018 Version: 1.183 Page: 2of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-M 1.9-0 1 48 in II II lbs 16 Pin(WL) 5 1 tin -041%H IS HRdI(WL) 5 1 35in 44IIh. 14 HRdI(WU 5 1 15 in 4181k. 13 HRdl Mp 5 1 15 in 4101Fc 12 HRan (WL) 5 1 15 in 4171tx; 11 H Ran CWU 5 I 3.5 in 441t 10 HRai (WL) 5 1 15 in wN 9 HRd) (WL) 5 1 15 in 81% 17 HRan (WL) 5 1 15 in -UIN 16 Pin(WL) 6 1 tin -33811[ 16 Nn(WL) 6 1 tin -AS IMH 15 MRdI(Wy 6 1 15in AAIE 14 HRdI (WL) 6 1 15 in -'MIn 13 HRan (WL) 6 1 15 in %DIFe 12 HRdl ML) 6 1 15 in -M1, II Hod 6 1 3.5 in -9151Fe 10 ;(WL) HRd(WL) 6 1 3.5 in 9 HRai (WL) 6 1 35 in -0361h: O HRai (WL) 6 1 i5 in Ib 16 Pin(Wq Pin(WL) ] 1 , 1 tin tin -1%11F -E216:H Page 237 of 570 I5 MRtlI(WL) ] 14 HEd I NVL) 7 1 3.5in -RS On 0 HRd1(WL) ] 1 15 in BRIh: AIL GENERAL NOMii OF THIS DRAWRJO PACKAGE SHALL BE CONSIDERED AS AN WIFGRAL PART OF Me COMPONENT DESIGN DDLUMFM. NOIEMATTHE C8meI0n Englnmdng PROFESSIONALENGUREERS SP INDICAIFS ONLY THATTHETRUSS ASSEMBLY SHOWN ONTHIS SHEEIMEEMTHEMNPIUM APPUCAHEDESIGN CRRENA FOR Imc—Con THE 100iDS. IDADNG CONDITIONS. TRUSS b1EA®ER CONFIGURAUON5. AND SPANS USTFD ONTHIS SHEET. Ivan. CO &SN � Cameron Engineering Truss: P22 Phone: 303 800 6750 7obNaffc SURG KeycyTru System Btadscameron@yahoo.com Daze 09/26/10 13:44:16 KeyTruss® System Coe 6.018 Version: 1.183 Page: 4of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 34-7-3 0/12 1 0-0-0 1-9.0 1 48 in 1112lbs 16 Ps OND 8 1 tin -I.Im ItH 15 H Rd I (wo e I 35in-1.4TIIt I4 HRdI MW B I 35in-LOAIb, 13 HRd1 Mw s 1 35in -13II 1b. 12 HRd) two) 8 1 35in InINta II HRd] MU 8 1 35in -ISUIk ID HRd) ML) 8 1 15 in -5031M1 9 HRdl (WU e 1 as in -1.8921t 17 HRdl ML) 8 1 15 in -3311t Loads Summary Lead Case Lrl: Std Live Load DLaribmedleads hknb:r 1¢aiml Isalim2 ni—im Sm'.+1 an.lutl Etl lmtl Tris Widh TW CY1 Dam Pul IDpf Lpf Min Ba Cal N.m Py 0'f 0fef Min Load Case DI: Std Dead Load DimlbuNd leads Meahx ImlanI 1 Iim2 Dirtnim Soed S. lmi Edlml Tnb WNVi TW Con Mvn Rah, IOprf 10p:f Q.. I B. Cad Dann Rain lopf 10gf Min Automated Load Case W 1: MWFRS-Left(UP) Dimsbured lands TW 1860 N-1-10 NUp Rffi 51.0'r 51.0pf Bin TW 31 1-10 3L7-3 NUp Ride 31.91pf 31.f9pf `8in TW 3L7-3 3 3 NUp Rule n%,f D.16pf Min Automated Load Case W2: M WFRS-Right(Up) DiarnhaNdleads TW W 12-7-10 Nup Rate SL67pd 51.0 pf Min TW 31-1-10 R7-3 NUp Rah 2102pr AM f Min TW 3F7-3 3 3 NUp Rah 5191pf 51.91pf Min Automated Load Case W3: MWFRS-(Mm Do) Disubund leads Mertfzr L iail Imum2 Dixim Sa S.1-1 Ed lm6 Tdb WIAh TW 31-1.10 317-3 NUP Rate 201p1 lw,f 64in TW 3Y73 Y43 NUp Rah M6pf N61cf 4in Automated Load Case W4: C&C(Suction) DiarIDlmd I.& TW 9.310 311-10 NUp Rah 69.14pr 69.Npf Min TW 31-1-10 3YU NUp Rah I17.75pf 117.75pf Min TW 3%7a 3663 NUp Role 140.75p:f 144.75P( Min 1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. no building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Distension of93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 930 ft. The left end vertical has not been exposed to wind.The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a Hurricane Prone Region. Load Combinations Member Form Summary Tau. iaaaaa:Me 0.—CSL—ulNSam, (rnd ner udnnrafmn.ui4fa¢) 7CId 11-2 am oft 134 an w1b: mltll56 afro 62011a NIt117R &9 a" 1.9991t Page 239 of 570 PROFESSONALEONHNEE1f755E INDIICAM0 GYTHAT7 EWUSS ASSENRLYSHOWN ON 1H6501Q'£PFff£ISTIEhBNP'NM MPIICABU�DESIOGN CCRf1IIlW MR I I�C CC TTHE ng II THEMADS. 2DAD84G CONDInD%. TRUSS M1ffA®ER CON1OURATONS. AND SPANS LLSIIDON US SHEET.