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HomeMy WebLinkAboutENGINEERING (1-60)0 FILE CoverPage COPY Truss Components For Surgical Specialties of St. Lucie County, LLC Proposed Ambulatory Surgery Center St. Lucie County, Florida Prepared by Brad Cameron, S.E. Under the Direct Supervision of Robert Brock, P.E. Florida License #42921 September 26, 2010 r DECEIVED SEP 2 9 zv J. Miclauchlin & Co,.1pp1\ Page 1 of 570 Notes: 1. This set of trusses has been designed for the effects of wind loads in accordance with ASCE 7 — 05, 140 mph, Exposure C. Category IV (lw = 1.15), Enclosed, with a mean roof height of 37 feet. 2: Note 2.2.6 of the structural drawings appears to state that a minimum roof dead load of 7 psf is to be used when combined with wind. The total dead load on assumed in this package for this structure is 20 psf. A factor of .6 is used in this package when combining with wind, resulting in 20 x .7 =14 psf. To account for the requirement of lowering the dead load in the wind combination by an additional 7 psf, we have instead increased the basic wind speed from 140 mph to 145 mph'. 3. For the trusses in this package we have made the assumption that the truss to structure and truss to truss connections do not need to resist the truss reactions that are due to load combinations which include component and cladding wind loads. Instead, since the truss to structure connections and truss to truss connections are not directly connected to the sheathing, they are designed for the truss reactions resulting from the load combinations which include Main Windforce wind loads. Page 2 of 570 Trusses included in this package: G01 P18 G02 P19 G03 P20 G04 P21 G05 P22 G06 T01 G07 T02 G08 T03 G09 T04 G10 T05 G11 T06 G12 T07 G13 T08 G14 T09 G15 T10 G16 T11 G17 T12 G18 T13 G19 T14 G20 T15 G21 T16 G22 T17 G23 T18 G24 T19 G25 T20 G26 T21 G27 T22 G28 T23 P01 T24 P02 T25 P03 T26 PO4 T27 P05 T28 P06 T29 P07 T30 P08 T31 P09 T32 P10 T33 P11 T34 P12 T35 P13 T36 P14 T37 P15 T38 P16 T39 P17 T40 T41 T42 T43 T44 T45 T46 T47 T48 T49 T50 T51 T52 T53 T54 T55 T56 T57 T58 T59 T60 T61 T62 T63 T64 T65 T66 T67 T68 T69 T70 T71 T72 T73 T74 T75 T76 T77 T78 T79 T80 T81 T82 T83 T84 Page 3 of 570 .P:M CAP CAP THROUGH CAP AND -[ORD WITH #10 @ 6" O.0 �PICAL TOP AND BOTT OF MAX GAP BETWEEN INSIDE FACE OF CAP AND LIP OF CEE TO BE 8" CAPPING OF CHORDS FASTEN THROUGH CAP AND INTO LIPS OF CEE CHORD WITH PINS @ 6" O.0 MAX, TYPICAL EACH SIDE OF WEB. NOTE THAT AT WEBS OVER BEARINGS, USE A MINIMUM OF (6) SCREWS EACH SIDE MAX GAP BETWEEN INSIDE FACE OF CAP AND LIP OF CEE TO BE 8' CAPPING OF WEBS DETAIL "A" Page 4 of 570 ATTACHMENT OF CAP FOR CAPPED CHORDS AND WEBS COPE ONE CHORD - WITH 16' MIN INSIDE RADIUS EXTEND CHORD THAT IS COPED AS REUIRED AND TRIM AS SHOWN 0 10 1 0 0 0 0t o/0110 (11) #10 @ T64 AT OTHERS, USE THE MAXIMUM NUMBER OF FASTENERS CALLED FOR IN EITHER OF THE CHORDS OR THE VERTICAL WEB. DETAIL B TOP CHORD FULL PITCH BREAK - Page 5 of 570 T64 AND OTHERS EXTEND CHORD AS SHOWN AS REQUIRED FASTEN THRU BOTH CHORDS AND WEBS WITH THE MAX SCREWS CALLED FOR IN EITHER CHORD OR THE VERTICAL WEB COPE SLOPING CHORD - MIN 16" INSIDE RADIUS DETAIL C HALF PITCH BREAK - MEDIUM DUTY Page 6 of 570 FASTEN THROUGH CAPPING TRACK AND INTO LIPS OF CEE WITH (6) #10 EACH SIDE AS SHOWN - HOLD FASTENERS AT LEAST 3" FROM BOTTOM OF BOTTOM CHORD FRONT SIDE OF CONNECTION FASTEN THROUGH CAPPING TRACK AND INTO LIPS OF CEE WITH (6) #1OAS SHOWN. AT THE BOTTOM FLANGE, KEEP THE FASTENERS CLEAR OF THE CENTRAL AREA AS SHOWN BACK SIDE OF CONNECTION 54 MIL CAPPING TRACK 24" LONG - OR AS TALL AS THE END WEB IS THE END WEB IS LESS THAN 12" 54 MIL CAPPING TRACK 16" LONG, CENTERED ON VERTICAL WEB Page 7 of 570 DETAIL D BEARING TRACK r l ... OF TRUSS DETAIL E WEB BRACE BRACE COMPOSED OF 363SI62-43 - EXTEND TO WITHIN 8" OF EACH END OF THE WEB 10 @ 6" O.C. LONG LENGTH uF BRACE Page 8 of 570 (2) #10 @ 12" O.C. BETWEEN WEBS FASTENERS CONNECTING CHORDS AND WEBS SHALL ALSO PENETRATE ANGLE RFRAMING BOTTOM CHORD OF OVERFRAMING TRUSS ALIGN ANGLE AS SHOWN SO THAT CORNER OF FLANGE OF CEE WILL REST ON ROOF WHEN INSTALLED - 112 DEG. CONTINUOUS ANGLE (USING 10' STICKS) DETAIL F OVERFRAMING CONNECTIO�9e 9 of 570 DO NOT COP C VVF"WVI IVlvl VVLB TO CLEAR TOP CHORD. REMOVE MINIMUM AMOUNT OF MATERIAL. MAINTAIN 11 ' MINIMUM RADIUS ON REENTRANT CORNER DETAIL J COPING AT TRUSS HEEL WHERE CHORDS CROSS Page 10 of 570 Cameron Engineering Truss: G01 - Phone: 303 800 6750 ]obNanr. SURG L.E uanaw>n� KeyeBildOSyst6m Bradscatmon@yahoo.com Date: 09/26/10 13:43:12 System Cee 6.018 KeyTmss® Page: 1 of4 Version: 1.183 Report: Eng Plot SPAN Pn CH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13 3537112 2 2-3-5 0-5-0 1 12 in 215A]bs 1 --- 235 I IN 39-2 5-7.14 4-2-15 ---]-10.15 0._9�13Q6 3.5-0 0.8-13 7.2-3---- 12-10-7----�—_-- 17-1-0 6-0-2 6 14 5 4 3.53] 12 3 2 4 1 ` 13 P 41 a '7 10 9 8 5 12 0-0-0 3.5-1 3-9-2 5-7-14 4.2-15 0-&0-0-0 35-1 7-2-3 12-10.1 CiRla iidave Wmamn inwda. Sgma Male fumemn ind .'Faun'ind. nem nfljosm QUSI) g naran WnW.wmldit mole. P tli,W. indi. an nd,adfaaam"imt W1 mecum date—ewleimmm, dawii¢eplatc is tepuM RcrwwG dNamlx n—clatif im AllwvaH<akalRfatanie eJwlmlpath 1996ALSI5peifieuimfw CtlOfinnl3tcl align Mdnvnfaetmraprit¢a9'16•tan Miiuin LatviceQf tmignal Wl6'Irinfeatltandd awl m met CSI Deflection U 000 Allowed 1C: am0-2J ' aUin LJ3 lRW LID] Be: OSN" ILO06in L/9 M) LIW Wh 09 (wl) Cm IOHTLn16in min 13 MIW 'TCCminanly Baml Cm I OHU,. am in B./M 13 Z.1% BC PW In Spei,.Min Hw[ IL aW in 13 Reactions Summary JT IL BC B Witl R.im I IT BC MUR. maunnunilft Max MWFRSU ill Mia C4CU ill MaaO iR Mu Hai. II Fin( u 1 I tin Miff II 1 1.]Stl IE:-1.�514 -Lmltr Al la IS HRdl FNW I 1 15i. "Id IS I IMIK -4181t .311]a -7191W 11 Pin OVU 2 1 tin 1.7MIb 15 HRoU tWL) 2 1 35 in 13®I� II Pin(WU 3 1 tin 6161b 11 Pi.ML) 3 I tin 911NH 15 HRai ML) 3 1 Min 7011% 11 Pi.ML) 4 1 tin ]XI IU 11 Pi. WU 4 1 tin f81FeH IS NRtll l\VU 4 1 15in 1Mid r Page 11 of 570 AIL GENERAL NOMES OF T16 DRAWING PACKAGE SHAIJ. BECONSEHRED AS AN WEBORAL PART OF TH6 COMPoNF DR54N OOLOI.ffN. NOTE MLKTT Cmnaan Engineering PROF6510NALFNGBEERS SFA M AT ONLYTNTTHE'TRUSS ASSEMBLY SHOWN ONMUS SHFMMFPIS TJEMMMtUM APPUCAB1EDESR)N CRnERJA MR IMCoeCM- 7HELOADS.LOA WGCONDmONS.TRUSS MQ.IBER CONFIGURATONS. AND SPANS U5MD ONMUS S=.. 7nSrne. CO tow e��✓p(� Cameron Engineering Truss: 001 -- a Phone: 303 800 6750 JobNa7ID: SURG �n KrySystem B2adscara mn@}' ahoo.com Daze: 09/26/10 13:43:12 KcyTm eyTmss® System Cce 6.018 Version: 1.183 Page: 3 of4 Report: Eng Plot SPAN PrfCH QTY OHL OFIR PLYS SPACING WGT/PLY 17-10-13 3.537112 2 2-3-5 0.5.0 1 12 in 215.4lbs 11 PinlWy a 1 tin IS HRdI ML) S 1 35 in All H 31116 Loads Summary Load CaseLrl: Sid Live Load Dianblaed Imds me immiml taYim2 Di Yinn SpW Stan 1-1 Etl 1-1 Tdb Wimb TT Cm W.m qy Q,f Wp+f 12 in B. Cm Dvam Pq 01sf Opf Din Point Leads Ba 743 UP ea 12-101 lkwn B. 17-In Oww 29a1h 3751d dODIE Page 13 of 570 II0NaS GMYSN0CA PROFS9NALPNGINEERSEiU,l%DCAM ONYTATHTRSASSO ILHONTRIS SETHE�APUC,ikBUDESXRIRRDERMR l I 3cniic. II TIE tAA0.5.1 N'GCON MONS.TRUSSNOTOERCMMGMATOM.ANOSPAMMMONT SH . - Cameron Engineering Truss: G01 = Phone: 303 800 6750 JobNalle: SURG .Awd vwuc System KryKeyTm Bradscameron@yahoo.com Date: 09/26/10 13:43:12 KeyTress1D System Cee6.018 Version: 1.183 Page Report: Eng Eng Plat SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13 3537/12 2 2.3-5 0-5-0 1 12 in 215A]bs Load Case D1: Std Dead Load DisuiMMdlonds M.M 4eaiml "nim2 Di,1im SnmJ SIa1LW FN Lvtl Mb WiHb TT Cm D n RWm ilpf X,f 12 in Ba Cm Dow Euk 2l p,f m,r 12in Pala leads Mm4r Imlim Dimim Im1 Ub Wimb Automaod Load Case W l: MWFltS-Left(UP) Dimlbn¢d I.& Paint Leads Meter 1¢nlim Di.im Iml Trn Widh Ed }b3 Dam 0.191Fe Rd IYInI Up 6551b Bd IFW UP Taub Automated load Case W2: MWFRS-Right(Up) 000 Mou NUp Rao A35 Pf nop:t 12 in IFIn13 IbM3 NUp Rn R63Z ROW I2 in Point Lead, Mmly Imim Dindim Imd Tib Widb Rd 7-13 Dan GA@, Bd Mint Up 6551h Bq 17iL Up MUn Automated Load Case W3: M WFRS-(Max Dn) Disbiblaed loads Mrn Lx.iml Imlim2 Dimim Slnwd Sunlml PN lmtl Tib WAIN Tap 315 Ban NUp Ruh 39.75 p:f V75 Pf 12in Tap OBn 17-1a13 NUp Ra 1219p:f 1119Pf Min Tip 17-10,13 16313 NUp Rak 201nf 20p:f 12 in Automated Load Case W4: C&C(Suction) Dismibaed leads I)Standard Loads on Trusses C r ied by this Girder. TCLive=20 psf; TCDead=10 psf, BCLive=O psF, BC Dead =10 psf 2) This tress has been designed in accordance with ASCE7-05,145 mph, ExposureCThe building is Gable/Hip with Building Category 1V (1= 1.15).Mean Roof Height 37 ft, Overall Building Dinnnsions of93 ft x 102 ft, Enclosure Class: Enclosed,CCZone Width 9.30 ft.Theleft end vertical has not been exposed to Wind. The right end vertical has not been exposed to Wind. This truss is an End Zone Tress. This tress is not in a Hurricane ]cone Region. Load Combinations Menbw N OCaS,unlnary Tdi[inim¢:Mmhxm,,w CSL eiilfvs.lmnm,p. h¢If61ran4vnmxmW fa¢I am .22111h GUSSET PLATES am-I.Txllh ales 1.312 U: am -1olh Additional Notes: try Ifausse, areetlechel to the sideofthe bottomchord ofthis girderwith reactions greaterthan 400 lbs then they shall be attached in such away as to preclude twisting ofthebgOT tth rd Theend ofevery chord segment shall bebmced laterally peryendicularto the planeofthe tress. Lateral brdcesshall be installed within 6" oftheendofenchchoRsegofL 44 T II PROFTSS�NNDNWF➢tS SOF 111"EAL DICAM(XO DRAWING PACKAGE Y TII�BE CONSIDERED AS VpME MUSS ASSEMBLY SHOWN ON THIS SHEET MFEIS THE MINK M APPOC�DESIGN CCRUERIA, MR l �O,TME n� Cot9Yi13 rag II THE LOADS. DOMNG CONDBIONS. MUSS NIW ER CONFlOURATIONS. AND SPANS USIID ON THE SHEPI'. Cameron Engineering Truss: G02 Jmvxuc Phone: 303 800 6750 IobNar : SURG KeyBuild@Sld®System I Bradscameron@yah00.COm Daze: 09/26/10 13:43:13 KeY THlss® Syst. Cee 6.018 Version 1.183 Page: 1 of4 Report Eng Plo[ SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13 -3.537/12 2 0-5-0 2-3-5 1 12 in 2161bs �S a2.15 3-9� 3-54_ 2-3-5 09-13 _ 0-9-13' _ &0.12 �. 0- 1 _.___{_ _. _ tA8-10 f4-5-12 —+— 1Y10.13 1 fi-0-2 0-8-03 13 1 4 1512 11 10 9 8 7 50-0 0-0-0 Q 9-13. 4-2-15 5-7-14 3-9-2 M-1 0-9-13 5-0-12 10.8-10 14-5-12 17-10-13 Cirtla iMc:ue futemamninwehs. S,u—in irmefuinemmindv .'Faacmi iMute[Ikmmtrrd/10805 (AIBD fuierers rtgireJ ni veWd11e n[mh[ FicSwlleiMales Ile �uihcdfuleias nyiml Wlae evrmimldvnxuI1Wmmllv's M1ewiiB, n pme it rtgwmi R<falo Gereml Noes tm fwkrdWBeeim Allwvtle sMvperfulemii weWnmFvlk 1995AISI SpxiSmlim fa GddFmmi S)¢I Ouip. Maiitiin falcm[I°<iigm NI6" min ALinuin fulerere� mugnm A'16" innln caz5ekcl d stcl mv¢Iel CSI Deflection U (10c) Allowed re: Rnl(� T Owin L/M GBIB Lao BC: 0.ST/(S9) W0.min L/AB OBIT) L/10 Wete 0.56'/(S9) Can ION TL BI6 in 21/818 14 2LI50 TC Caviwely Bra 1 Can/ON LL ROB in Mi" 14 MIM BC Pulin 5lucim=48 in Hmr 11.0.07in 14 Reactions Summary IT T IL BC B Wid R.I. IT BC ?An Rear NWOmvU iB Mw MWFRS 8 On ML) I 1 2in 8 1 1,9fl ld 12 HRoll (WL) 1 1 35in X. X. 12 I 1,6191Fe - lft 8 Pin ML) 2 1 2in 115301k 12 HRtl1 ML) 2 1 15in 1.6191k 8 Pin(WL) 3 1 2in 4851k. 8 Pin ML) 3 1 2in -0I llnH 12 HSol ML) 3 1 15in Mlk 8 Fln(WL) 4 1 2in I.IMIk 0 Pin,N0 4 1 2in AS1k H 11 H Rd]CWL) 4 1 35in LYEft, u Page 15 of 570 All GENERAL NOTES OF THIS DRAWNG PACKAGE SHALL BE CONSIDERED AS AN RTMGRAL PART OF THIS COMPONENTDESIGN DOCU .. NOTE THATME GEOpmB Englneeling PROFESSIONAL ENMNEERS SEAL WDKATES ONLY THAT THE MUSS ASSEMBLY SHOWN ON THIS SHFEf Fff£IS TILE NRNM APPLICABLE DESIGN CRDFRIA FOR 170C—C. THE(DADS. LOADING COMMONS. MUSS MEMBER CONFIGURATONS. AND SPANS LLSIED ON THIS SHEEP. i,p .CO EB%n Cameron Engineering Truss: G02 - l �axNl. �'... Phone: 303 800 6750 3obName: SORG KeyBuild®System Bradscameron@yahoo.coln Date: 09/26/10 13:43:13 KeyTnlssO System Coo 6.018 Version: 1.183 Page: 3of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13-3537/12 2 0-5-0 2-3-5 1 12 in 2161bs 8 Pin IWLI 8 1 tin -Al l%H 12 HRal(WL) 8 1 15 in -wilt Loads Summary Load Chse Lrl: Sod Live Load D=1noed Imds MmM 1¢vim1 lu'aim2 Bimim Sma1 SlmL End lmtl Tnb Widh Rq Cm W.m fti m,f 43p:f 12 in Bm Cm Dmm pill 08Rf Olnf 12 in Pointlnads MCMer Irt im Bi.im Imtl 'nib Widh B. R313 Dam `AOId Ba 5 12 Dann Yml� Bu 10&10 UP ADId Try i 2-2 Dam nlft6 Page 17 of 570 II OF65SION NFNCHNEERS SP INDIICAI60NLING GY MATME MUSS ASSSEoBLY 5H0 N ON ME SR� PART OF THIS COHMNENT DESIGN DOCONEENT. HERF h6EtSTHE NUNIMUM"PUCABLElREIGN CRAT THE tIER1A MR l 11753CCOOwneron lneedng . II THE LOADS, LOADING CONDBIONS. TRUSS bff M CONFIGURATIONS, AND SPANS LISPED ON ME SHEEP. 1J51C Cam KeyBuildg System KeyTmss@ Version: 1.183 Cameron Engineering Phone: 303 800 6750 Bradscamefon@yahoo.com Truss: lobName: Date: System Page: Report: G02 SORG 09/26/10 13:43:13 Gee 6.018 4 of4 Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13-3.537/12 2 0-5-0 2-3-5 1 12 in 216lbs Load Case DI: Sod Dead Load Disolbuledtmds McnBx Imwiml Imntim2 Di.im Spell Sian lad EN Intl Tnb WiM Tip C. W.m R"' p.f 20 20 12in Btl Cm W.vn Rn Dp'.f 20 12in Pointlmds Nkne Ltwim Diiatim Intl Tib Wid&i Btl 0413 W.m SLIM Fix 50R DoWn 40DIM Ba 10810 Up AV IM TT 22-2 0.'m 2W Ih Automated Load Cue W I: MWFRS-Left(Up) Daunlated loads Mrnhr Lmiml Irtalim2 Di.i. Sv S. lad FN lad Tnbwidb TT 4" 000 NUp Rol¢ Tw—,f N63 fnf oin TV 000 I)-10-13 NUp Rn 31.35pf M35 pn 12 in Ttp DADIJ Al2 NUp Rake 24.63pf sister 12in Point Inds Menhr Wlim Dirt im I d TIn Widh BU 043 Up SMIM Ba =2 Up A21M Bd 10810 W.m 'A[II: Automated Load Case W2: M WFRS-Right(Up) Distributed toads mill Dial Imalim2 Di.im Sueal Sun lmtl Fir Imd Tib Widlh Tin 45U VIW NUp Rate 2538pf 25.m,r 12in Tap OW IP1013 NUp Rake AI'r 3SIpf 12 in Tap 17-ID13 A2-2 NUp Rate 626]pff a67 tef 12in Point Inds Mew lash. Di.im Intl Tnb Wi6b Ba GA. Up SIIIM Ba 5412 Up 2021h: Btl 10&10 Oven A21M Automated Load Case W3: MWFRS-(Max Dn) Distributed Loetk senior lu-eliml Imatim2 Di.im Su[i S. Lind Endmd Tnb Widlh Tip 450 000 NUp Rak 241 pf 247tcf 12in Tip 000 17-I0O NUp Rake 1219p:f 1219,E 12 in TT 17-1013 ID2-2 NUp Rekn 39.7Spf V75tsf 0.. Automated Load Case W4: C&.C(Suction) Distributed toads Ty 040 S61 NUp Ruk U7.75pf 117.751ef 12 in TT S61 H-M NUp Rua, MN fuf M.54pf 12 in Tip ❑-31 17-1613 NUp Role, II775pf 117.75 Pf 12 in Una 17-1013 2L12 NUp Rain, [K75pf I9.75 pf 12 in Bp 450 oa) NUp time, an'f onPf 12 in Bu 1"12 17-10,13 NUp Rain, 6snpf an p:f 12 in 1) Standard Loads on Trusses Carried by this Girder: TCLive =20 psf: TC Dud =10 psf: BCLive =O psf, BC Dead =10 psf 2) This mass has been designed in accordance with ASCE7 -05, 145 mph, Expost reC. The building is Gable/Hip with Building Category IV H 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 9.30 ft. The left and vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This muss is an End Zone Truss. This mass is not in a Hurricane Prone Region. Load Combinations s Ea. UO W3 Lum C— - R6DIt W1 I.Ob�"�""i 7 a6DIw W2 In Member Forces Summary Tnaeiasala:M<nbal).ma.CSLm,,a.iwrm:.(.m. .S— udff—.fimn—mulfoal l . 1111 anL -101h 12-3 aim -931h las am 93516. (<I I1,416N aw I®16. 0090 T41M ({131M)1 a-10 a50 LP1111r. (-29 "n)158 a146 a 562 -WIn 49 a3m -LWIh 64 aw GUSSEFPLATPS Additional Notes: If masses arc attached to the sideafthe bottom chord ofthis girder with reactions greater than 400lbs then they shall be attached in such away as to preclude t-FtS&-5thgl8tteYfc1aK The end ofevery chord segment shall bebraced Imerally parpendicularto the plane ofthe muss. Lateral braces shall be installed within 6" oftheend ofeach chord segme`n't. All GENECU.HO7ES OF THIS DRAWING PACKAGE SHALL BECONSIDEM1ED AS AN INEURALPARTOFTNIS CONOxNFMDESIGN DOCUMFNE NOIETHATTHE Comecon Brightening PROFFSSIONALFNGpoea S SF VNDICATES ONLYTHATTIETRUSS ASSEMBLY SHOWN ONTHIS SHFETNIEEM THE MWIMUM APPUCABIEDFSIGN CROERIA FOR lmm c. niHMAOS. 1-OADNNG CONDmONS. MUSS MEMBER CONFIGURATIONS. AND SPANS WMD ON THIS SHEEP. Lmgm., CO R1T3 Cameron Engineering Truss: G03 Phone: 303 800 6750 3obName: SURG _�.ex... KeyBuild®System Bladsca neron@yahoo.com Date: 09/26110 13:43:14 KeY Tmssg System Cce 6.018 Version: 1.163 1 Report: EBg Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13 -3537/12 1 0-5-0 2-3-5 l 24 in 333Ibs 0-9-131—�— -- 4-2-15 — +-- --- 4-8-6 _ 0-11-8 T '- 1-10-8 _ 1-10-10 3.5-1 2-3-5 —� 5.0.2 5-0-12 9-9-2 0- 18 0 12-7-2� 14-&12 1]-10-13 - 0.5.13 17 1 3 1916 15 14 0 12 fP1 fh 9 600913 0-0-0 4.2-15 9--0-9-131 4-6-6 0-11-R 1-10.5 1-10-10 3-5-1 5-0-12 9-9-2 I10-&ID' 12q-2 14-5-12 17-10.13 C Mi,,inch= faxlwm inweh..Sgi¢�o iNirae faziemarv(indv6e.'Fnlertrs"iiNeuu Ih nvrhxd01050.5 fA1511 faalcrcrt mMnw1Ymc<NNVe gym .Hrlt vWmintimioihnmhrNfaum'rtgiml Wkrt mveNmHmu WeaIINeWmIlix huwi� n IYWe ix mpvM ReferrOGemN Ne¢ fa Mlerdnn6mim AIIpnHe xlwr µr f aleaiix WCWWedlvlle 144AISI Slaifaim fmCdJFm�Slml Rvipe Mvmunfuiererx)ecinSnl B'16' min Mtinan fuWn Mys rtnpnat 9'16' �dn faerl xFm d x�al ewaned CSI Deflection U (lac) Allowed 'IC: R9%F7-S 71,aoin UP L/9A f14151 LIM Be:RTJI(IBH) Il0'OF L/9A Min LIMO wen R9n B.HS C.al on M. an in &1581 Is 2L/91 W C,,n,.1yemm6 c.n/oHL[,R12in 2LI90 Ie a./w Bc n.lm sPairy=win Herz niR12in Is Reactions 13 H RdI FR' I 1 2in E61F< U 1 318:p -9 1t -L6V Im 4.60Im II HRdI(WL) I 1 2in -I,IHIt 11 1 74 lFe -233I An -1.=-233111a 10 HRan ML) I I 2m zf%llle 10 1 S497N -z"N -zW lb 16 Pin MIL) 2 1 2in -101E 13 HRa1 pVL) 2 I 2in 3181p: It HRd11 L) 2 21n -23JI Id 10 HRd11WU 2 1 2in 3.49/Ih Page 19 of 570 ALL OEn]RAL NOT60FME DRAWING PACKAGE SHALL BE CONSIDERED AS AN RnF2RAL PART OF'111LS WZNN DESIGN DOCUN¢NP. NOTE TH TE Cameron Engineering PROFESSIONAL ENGINEER'S SEALINDICAT60NLY'IHATMETRUSS ASSEMBLY SHOWN ON MISS ffET F THE 6RNN111M APPUCAB1E DESIGN CRBERIA FOR 17MC—C. THE IAADS. IAADNG CONDHIONS. MUSS MEMBER CONFIGURATIONS, AND SPANS IISIFD ONTHIS SHFPI'. Lm CO So Cameron Engineering Truss: G03 Phone: 303 800 6750 lObName: SGRG KeyBuild®System Brddscameron@yahoo.com Date: 0926110 13:43:15 System: Cce6.018 KeyTmss® Page: 3 of9 Version: 1.183 Report: Eng Plot SPAN PITCH QTY OHL OFRt PLYS SPACING WGT/PLY 17-10-13-3537112 1 0-5-0 2-3-5 1 24 in 3331bs 16 PW m 16 Rn ML) a 1 2in -In14x 13 HRNI ML) 4 I 21n 1151ta 11 HRd MW 4 1 Sin I."I% 10 HRdl ML) 4 1 tin 4.3W 14 Page 21 of 570 ALL GENERA NQ OF THE DRAWING PACKAGE SHAH BE CONSWERtD AS AN IN2FfiRAL PART OF' COMPONENT DESIGN DOCUhffNF. NOTE 9H THE Canon Engineering PROFESSIONAL FNOUQEEt5 SELL PDICATES ONLY ' TTHE MUSS ASSEMBLY SHOWN ON TIR SHEET V18nS THE Mm APPLICABLE DESIGN CREMIA FOR l7zca Cam THE LOADS. IOADVG CONDmONS, TRUSS MEMBER CONFlGURAM)NS, AND SPANS I3=ON MN SHEET. LagmvL CO BRIO Cameron Engineering Truss: G03 Phone: 303 800 6750 JobName: SURG KeyBuild®System Bradscameron@yahoo.com Date: 09/26/10 13:43:15 Keyrmss® System Cee 6.018 Version: 1.183 Page: 4of9 Report: Eng Plot SPAN PITCH QTY OHL OUR PLYS SPACING WGT/PLY 17-10-13 -3537/12 1 0-5-0 2-3-5 1 24 in 333 lbs 16 Pin ML) 5 1 2in -07IbH 13 HRd: ML) 5 I 21n In< 11 HRd(WL) 5 1 2in -N116. 10 HRon ML) 5 I 2in zw Id Page 22 of 570 ALL GENFAALNOTES OFTMS DRAWING PACKAGESHM BECONSm01m AS AN WIECRAL PARTOFTHIS C0.1@ONFNT DESIGN DOLUM MNOIEIHATTHE Ca�Dn Engineering PROFESSIONALFNGINF➢IS SELL MOICATES ONLY THATTHETRUSS ASSEABLY SHOWN ONMIS SIMD7 E1S THENTMOUM APP11CABEDESIGN CRRFRIAFOR 125)( C. THELOADS. LOADING COMMONS, TRUSS h 131 CONFIGURATIONS, AND SPANS=ED ONTHIS SHEEP. 1�4Coamn Cameron Engineering Truss: G03 a Phone: 303 800 6750 JobNa: SURD nn GVI INYIYYIIA xeyKeyTmSystem BT dscazneron@yahoo.com Date: 13:43:15 KeyTmss® Ow6.10 System Cee 6.OI8 Version: 1.183 Page: 5 of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13-3537/12 1 0-5-0 2-3-5 1 24 in 333 lbs 16 in in ft f' 16 Pln(WU 6 1 tin 42INH U HR':(WL) 6 1 2in WIN II HR6 MU 6 1 2in -1.151 IN " 10 HRtl1(WL) 6 1 2in 5061N Page 23 of 570 AUGQJFAAI. NOTES OFTHIS DRAWING PACKAGESHALL BECONSmEAED AS AN DHWRALPARTOFMIS COMPG DESIGN DOCU1 .. NOTETHATTHE C wn Engincering PROFESSIONAL ENGINEERS SEAL NDMATES ONLY THATTHETRUSS ASSEMBLY SHOWN ON THIS SHFHIME_IS THENINIMUM APPUCABIEDESIGN CRIMFUA FOR 17521C.Can 7H EWADS. LOADING CONDmONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS USMD ONTH6 SHEEP, Lam+, CO susn Cameron Engineering Truss: G03 $ - Phone: 303 800 6750 3obNarrlc: SURG `g Sys"cl" KeyKcyTru System Bradscameron@yahoo.com Daze: 09/26/10 13:43:15 KeyTnlss® System Ike 6.018 Version: 1.183 Page: 6a0 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13 -3537/12 1 0.5-0 2-3-5 1 24 in 333 lbs 16 Pi,M" 7 1 zm mn�H 13 NRtlI HVL) ] 1 Si. 21911e II HRdI(WL) 7 I 2in AR Id 10 HRdlML) 7 1 2iv Qfm Page 24 of 570 ALL GENERAL NOTES OF MRS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS CONVONEM DESIGN DOCUMENT. NOTE BINTTHE CannEngineering FSAL PROFS10NENGINEERS SE WmCATES ONLYTIAT'IHETRUSS ASSEMBLYMFP MMRIUM SHOWN ONTH6 SHEEFTHE APPUCAB1EDESION CRIIFRIA FOR I]SJCa.9Cam THE LOADS. LOADING CONDITIONS.' TRUSS MEMBER CONFIGURATIONS. AND SPANS USTTD ON THIS SHEET. L�. CO RYLI Cameron Engineering Truss: G03 x. ,�Nu' Phone: 303 800 6750 JobNRme: SURG 'A`T Keyenildgsystem Bradscamerongyahoo.com Daze: 09/26/10 13:43:15 KeyTmssg System Cee 6.018 Vetsion: 1.183 Page: 7 of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13-3537/12 1 0-54) 2-3-5 1 24 in 333lbs 16 Pinmu 8 1 tin-1.4eINH 13 HRdI(WQ 8 I tin -1.6B ft II R. pVq 8 1 ]in MIN 10 HRd2 ML) 8 1 2in -2®IFe Page 25 of 570 IIA GEYFRALNOTESOFTH D5 WWGPACK CESf BECONSOMMASANIN RALPARTOFTH MMPONFNTDMIGNOGCUM ..NOTE' TTHE I CvUeron Engineering II PROFESSIONALFNGINF 5 SELL WDICAT60NLY' T'DI MUSS ASSEMBLY SHOWN ON TH5 SHEET hff£I$'111EMWLNUM APPLICABLE DESIONCRIIERW FOR 1753C—C. THEWADS. LOADING CONDMONS. MUSS MENDER CONRGURATONS. AND SPANS tISIFD ON'ImS SHEET. Lvov CO Cameron Engineering Truss: G03 -- Phone: 303 800 6750 ]obName: sURC a -al l KeyBuild®System Bradscarneron@yah00.Coln Daze: 09/26/10 13:43:15 KeyTmssO System Cee6.018 Version: 1.183 Page: 8 of9 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-10-13-3537/12 1 0-5-0 2-3-5 1 24 in 333 lbs Loads Summary Load Case Lrl: Sul Live Load Distria hands mua x Ia'.viml Imlim2 Dimim Sped Sn.lml FN 1mG hit, all" TW Cm Lbun Pal 20'f 20'f mi. Ba C. Wrvn Pmj OPf op:f Min Poilnlaads Load Case DI: Sol Dead Load Disvlbuted Inds Mew Oaiml 1-mim2 Dincsim Sneal Sdd Lad EN lad Tnbwidh TT Can Wnn R. IOp:f 10'f Win Bo Cm W.m palx IO fcf lopof Min Pointlnads Ba 5412 Up I.®IM Ba 10810 Dal 50016: Ba 14512 Davn ID11% Top m2.2 Dul ]lllltr. Automated Load Case WI: M WFRS-Left(Up) Da0 17lan I7-1613 a 22 Poha Lords B. 5 12 W.m 117mit: Ba 10810 UP MIN B. 10.512 Up 49111n Automated Load Case W2: MWFRS-Right(Up) Rok %35 Rain 24.63 Min Min TT 400 17-IM3 NUp Rn 3SI p:f Mi Rf bin TT 17-1a13 m2-2 NUp Ruts 62671cf 6167 pf bin Point Loads MenM lumim Dui tun Imd Maid B. .3 Up =2 msl Ba Ova 1.755lm Ba 10010 UP Mae Ba 14512 Up 011k Automated Load Case W3: MWFRS-(Max Dn) Distributed loads Menhr L[aiml I ,,.2 DiWim Snead Slm lrsd FN lmtl Tnb Widb TT a5a 400 NUp Rok x47pf 247p1' Min TT 000 I7-I013 NUp Rutz 12191nf 1219gf Win Tay 17-1013 2l12 NUp RAu N..75,d A.75 p':f bin Automaed Load Case W4: C&C(SUc1iOM Disunited loads TW Min 861 NUp Raia 117751nf 11775pf bin Tip 861 11J1 NUp Ralu 7454Hf 70.54 pf Min Tap 1111 17-1013 NUp Rua, 117.75 p:f II7.75pf Min TT 17-10,13 m2-2 NUp Rafe M1751nf I0.751d Ulu nn D50 0o0 NUP Ruda, Omar am pf Min Ba 14 12 O-I013 NUp Rak 6612'r 65R1af Min 1) Standard Loads on Trusses Carried by this Girde,TC Live =20 List: TCDead =10 List, BCLive =O psf: BC Dead =10 psf 2) 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),Mena Roof Height 37 ft, Overall Building Dissensions of93 ft x 102 ft, EnclosureClass: Enclosed, CCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right and vertical has not been exposed to wind. This Miss is an End Zone Truss. This truss is not in a HunicaneADne Region. Load Combinations Member Forces Summary Minnduba: fort M.=CSt man adalr .(nn.�. fix lfdRemd 6unnos now anus TCM In-1 0010 .lol% I34 a1® 1.milhs (-39)1Fe1167 a196 25a16: (-71SIk)I 1-2 am -milk 45 0.1.i5 I.ffi5Ik 1-5561k1 TS am 19ID11a (-IM N) a(411Z0.112 bk (-3alk7J1 (IRS am 1la 4==1 k (M710 0566 03M -2®Ik 12 am Zvealk I-I04Ik1610 am 26 of 570 A GENFAALNOIESOFTH DRAWMGPACKAGESH BECONSn)FREDASMN RALPARTOPTHISCOMPONF DMIGNDOLUI.ffYi ..NOIBTHATTHE I CaMMn Englnegjng PROFFSSIONAL GR4Eat5SEALWDICA'IFSONLYMT'n1 WT SASSEMBLYSHOWNON'I SHEkTMFE1 EMMNIUMAFPIICA MDMIGNCRD RFOR 'VC.Cm1 THE LOADS. IDADING COMMONS. MUSS MENBFA CONHOURAMONS. AND SPANS UMED ON THIS SHEPI, ta@nv4 CO 80106 Cameron Engineering Truss: G04 Phone: 303 800 6750 JobNane: SURG PNRII.n148YC KeyBuild®system BradsC ron@yahoo.Com Daze: 09/26/10 13:43:16 KeyTmss® System GEE 6.018 Version: 1.183 Page: 1 of4 Report: Bng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-0-14 3536/12 1 2-3-5 0-5-0 1 24 in 196.6lbs 3-5-1 —{—-3-5-1 —I---. 5-2-2 5-7-14 —___�__�__--1431 '_--.1]-0.14 2.9.130--5-0 M-13 8-2-y 5 9-3 5 12 1 0-0-0 G 3-5.1 5-2-2 5-7.14 2-9-13 9-SG 3-5-1 8-7-3 14-3-1 17-G-14 Cimim inimle fasraerm in bi. Sg inik t fm4reraW inc . •Fnv¢ms"iriiW ftnu licia l05nS (AISUfvlcmn mylW a McMdllt mninr. FUA mIrt6mnI mmhf d fsicn�i manmd Wkrtw aniowm=iin]WwmlFix @swim aline is rtgemiB<fvlo GererW Nae fm lmlerclanliunim Allwatlesbvlerfulneric mlcWVWlerlh l4AAlSl SIc�(mlim fv Cd6Fmml5r¢IfMig. M.tinain lvinealrcimat 9'16"mn Minvnfulaer Wg �m�pnn19116"�WnlmeLislmd slxl rnvsiai CSI Deflection L/ Occ) Allowed 'IC:. am (I - 'IL a12 in LIM 0-9 LiM BC: a719(69) Wa6in LIMA (M) 1.I35) W,h amSE4) Cam/OHMQ(Sin OP 9./M 10 2LIm 7LCmiwn1y Bnaa Cm/OH IL RM in MIM 11 2L/10 BE Min S,,nn,-Q in Him am in II Reacdons Summary 9 Pa(WL) 3 1 2in 7831k 9 Pin(WL) 3 1 2in F/IIhH 13 HRdgWL) 3 1 25 in miW 9 Pin(WL) 4 I 2in I'm 16. 9 Pin(WL) 4 1 2in 13211WH 13 HR61(WO 4 1 35in 1.4731n Page 28 of 570 IIP OOw� ALNENGINEERSEll. INDICATES ONLY TH Ut ME MSS ASSSFIrIBLY SHOWN ON THIS SUEEF M1IFE ME MINP.1 M APPLICABLE CCRfRT1A TMEFOR I Lie ni,con03 Rg II THEWI,DS. TAADWG CONDITIONS. TRUSS MEMBPR CONT9GURA110%. AND SPANS LISTID ON THIS SHEET. O53 Lcoam Cameron Engineering Truss: G04 Phone: 303 800 6750 JObNanic: SORG KeyBuild®System Bradscalneron@yahoo.com Daze: 09/26/10 13:43:16 KeyTmss® System Coe 6.018 Version: 1.183 Page: 3 of Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-0-14 3536112 1 2-3-5 0-5-0 1 24 in 196.6 His 9 Pin(Wo 8 I tin LM Ib.H ii HRdi(WQ e i 15 in -96914 Loads Summary Load Case Lrl: Sid Live Load DimtbmW foods mnh i imi loarm] Dimfm s ! sun Emu] End 1m0 me Wimn Tm Cnu Dam P,q Apr Apl ]fin. B. Cm Ibm flq 0p( Opr bt in Pomtlmds Mmtc tmufm ITimim ima Tnb Wiah Bn 14 1 Dom ODIU. Bu Bie Dnm 50) Bu 3S1 Dam RDib Load Case D1: Sid Dead Load Diwhvedlmds Cm D—n mpf 10ar 24in Pdntlmds Mmtc I im Di— m Imd 11b WiM Btl Mm D—nrm1b, Rn 6'!3 pwn RUlb R. ?ql nmm IDIR Page 30 of 570 A UENFAALNOTESOFMIS DRAWWGPACK GESH BECONSmMMMANINIFG PARTOFTHIS COM NFMD6IGNDOCUMINI. NOiETHATTIE PROFESSIONALEAGVMJER3 SE INDICAM ONLYMATMEMUSS ASSEMBLY SHOWN ON INS SHEE101TIS THEMPMIIIMAPPDCABIE DESIGICRITERIA FOR MEWA,DS. WADING COMMONS. MUSS N Elt CONFIGURATIONS. AND SPANS 111ITDONDni SHFEf. Cameron Engineering imc.Con L m. CO mRO Cameron Engineering Truss: G04 P�� " Phone: 303 800 6750 3ubNalre: SURG KeyBuild®System Bmdscameron@yahoo.com Date: 09/26/10 13:43:16 KeyTtuss® System Cee6.018 Version: 1.183 Page: 4of4 Repoli: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 17-0-14 3536112 1 2-3-5 0-5-0 1 24 in 196.6lbs Automated Load Case W l: MWFRS-Left(LJp) DimibMd Land, Tu, Oo0 17414 NUP Rat MU pf atll pd Win Ty 17414 17-514 NUP Fit SApf ]SAlcf Win Paimlmds Mmhr 1®rim Dimvim Iml Tnb Widb B. 143i UP L053ft Bp b7d UP MYv Ba .311 Up Snlh Automated Load Case W2: M WIFRS-Right(Up) Distributed Leads Mmhr I_viml Inv6m2 Dunmire Spot Swlml Etlml TdbWi86 TV dl5 0n0 NUp Raic NNP.f AGO Rf Win TN UOU 17414 NUP Race AM pf W35P.f Win TT 17414 17 14 NUp Rate N65 pf W63Ef Win Po6LL lords MCMer Lsaim Upaim Lml Tnb Wieb B. Mail Up LDD fl. Bp 8,7.3 UP 8181h. Ba 15.I Up 57714 Autommdod Load Case W3: MWFRS-(Max Dn) DioriWhcd lords Try OOo 17414 NUP Ra 1219,f 1219p'.f Win TT 17414 17 14 N UP Rnlx IC,f 241 p,1 Win Automated Load Case W4: C&C(Suction) Diadtoled Inds 67-12 NUp Rat IMU'r IF&ISfsf Win 840 NUp Rat WUP,f 7487p:f. Win 17414 NUp Rat U&15µf 11815fnf Win P&M NUp Rat IA656@f 14356p:f Win 34.1 NUp Rake 6fi5pf 655pd Win 1) Standard Loads on Trusses Carded by this Girder. TCLive =20 psf; TC Dead =10 psf; BCLive =O psf; BC Dead =10 psf 2)This truss has been designed in aearda ewith ASCE7-05,145 mph,Exposum C The building is Gable/Hip with Building Category IV(I= 1.15),Mean RuofHeight 37 h,Overall Building Dirensions of93 It x 102 R.Enclosum 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 ZoneTruss.This truss is not in a Humane Prone Region. Load Combinations Mal TW<iniaaM: Mrnhr mama CSL �mx wiilf .I�p>,p�Imx ifAaam ere rrtp auil fvx) aft 25U11b (�IN)IM (LIO I.778ft Mil" am -amnia am Ann In (-1.73Ice) 17 am -IfmtN 56 OWI 21311c GUSSET PLATES Additional Notre: Htfusses a c attached to thesideof the bottomchord ofthis girderwith reactions gueaterthan 400 His then they shall be attached in such away as to preclude twisting ofibe bottomchord. The end ofevery chord segrrent shall belan ced laterally pelpendialarto theplaneofthe truss. lateral braces shall be installed within 6' oftheend ofeach chord segment. Page 31 of 570 III SENEIALNOTEiN�'11SBSSPALDRAWING INDKIVTES ONLGES�BECONSMERM AS Y7TTIHEMUS ASSEMBLY SHOWN ON THUS SGNETMFEIS TKNINNfUM ADP MNON CCROEIA FUR TTHE l trmcunv g II THE(DADS. MMNG CONDMONS. TRUSS MESIBM CONFIGURADONs. AND SPANS DS iD ON THIS SHEET. Cameron Engineering Truss: G06 tube noplate O.W.ne: 303 800 6750 JobNi me: SURG .00 . KeyBuild®System Bladsca=on@yahoo.com Daze: 09/26/10 13:43:18 Keyrmss® System Capped Cm 6.014 Version: 1.183 Page: 1 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 47-3-0 0/12 1 0-" 0-0-0 1 12 in 1.168.9lbs 37-6 1-0-10 4-0-0 F-3-]-6 1-7-6 1A-10 311-10 1-3-1 2-8-8 4-0-0 __`_ 4-0-0 __ 4-0-0 114-8 2-0-8 1-8-10 238 4.0-0 0-0-102-1045 -Y 3 0 �l]-3- 44.0-0 44it01]-3.0 4-8-0 8-8-0 34.13 3-0.13 0.1 612-0 541.3 1511-10 20-0-0 24-0-0 26-p-0 32-0A 33 i-6 3F0-0 Sr]-8.1� 40-0.0 5-11-3 3-1-13 3-1-13 5 6 7 8 9 10 11 12 13 14 15 5r 4 6 �5 111 2 3 Z 148 19 -N-/ 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 221 20 0-0-0 "-a 3]-6 0-10 4-0.04-0.0 1di 1.8.10 341-10 1-3-0q 2-&8 4-0-0 40-0 4-0.0 1.1-0-8 2-]-8 1-8-10 2.16 4-0.0 0-4-102.10-6 �3]-840 3-7.6 4-'kl &8-0 103.812-0-0� 15-11-10 ]1~3-� Y0-0-0 i 20.0-0 28-0-0 32-0-0 334� 3&0-0 40-0.0 44-0-0 44L�-1W].30 Cialc i�®Ie faslwwninumh. Syw i�ma Glwwvt iefffw .'Eclo i�dclu Oc niafim OSDS WSB fmuoa mpvmlm veamdik �✓a. FrE vela i�dmu4c mvrS+dfslvm agomlpaaidedlh mca. Whremvnlimdmam o11e1mmaHa traxi�geliue is rtgtlmlm Waihdlh u¢a. ReferwGemW Nac fannlcclwi6mim All etle almlvfsslveria alMavlprne l9L ALSISp'n©tim fa CddAmdSlal Riga Mainuln faloccpci�Bm LlY �dn Maii4'n faltm �slm®nm 41h'mnfncahsM d.�¢I macnd al pma DVud mrsih md6vsiR CSI Deflection I/ 000 Allowed 'IC: ORH(IR T.UUn L/9 33 L/NI Be:ameQ 5) ILBBIin L/9A m L/3U1 Wch M(63a Cm/O min2L= 19 m c.i—ly B—d Cm/OHI 'a'9 in 2L/4A tm 19 9./m BC PalinSryci�=d8 in Ha.TL OAS m IS *** CONNECTION DESIGN INCOMPLETE *** Reactions Summary 3r m Bc Bawd Rmim rr Be me.R. M, vuplift M Wmsu in M.. U iB M u in MU Hai. m h.n 1 1 tin 2Lmiw 3B 1 4dM14 dmlb <.RaIm vft 31 HRdI1WU I 1 2in ].IOS Id 31 1 1421416.-I41II1� -141IIIm b ad MU 1 1 2m 2@I Ib 31 1 n1041h % Pm M) 2 1 2m 4m41et 31 HRd; mo 2 1 tin 142141m 26 RR&I ML) 2 1 21n 2d.&M ft m Pin(WU 3 1 tin 22231h: 31 HRd] MW 3 1 tin 7.I03Ih. 25 HRdi(WU 3 1 2m 1;®IEa J Page 32 of 570 ALL GF2dE NOIES Of THIS DMWNG PACKAGE SHAD. BE CONSDMED AS AN B17F4RAL PART OF TGS MWONFNT DESIGN OOCUM NCffE NT7HE Cmllemn Engineering PROFESSIONAL Q7GP16AS SF INDICAMONLY'IHATTHEMUSS ASSFMBLYSHOWN ONTHUi SI XUINS MEM NUM AYP1lC EDESIGN CRHFJNA MR lwy c. THEW.WADP'GCONDMONS.WMS bfFl.®ER CONFIGMATKINS. AND SPANS U ONTH6 S=. Iv@JmLCO Cameron Engineering Truss: G06 tube noplate •cl! M Phone: 303 800 6750 JobNa SURD Mt KryKeyrrm System BladscaJreron@yahlw.com Date: 16D148 Key?nlss® Cappe10 Syslem 6ppe1 Cbe6.014 Version: 1.183 Page: 3 of5 Report Eng Plot SPAN PITCH CITY OHL OHR PLYS SPACING WGT/PLY 47-3.0 0/12 1 0." 0-0" 1 12 in 1,168.9lbs 31 HRaI MW 8 1 tin 4.2Bh 3S u"I(wu a I Sin 7. 9 , Member Material CSI Bracing Max P T=11-3 tlnCAP/bMza a. Slalvl .1.. TW_C¢12��mx'APxLLSf(4iH nS$��SF W �dS'l HE-= TW CMS15 MA W(R a QH Slcv Izmft 1`4p"Cfpril8. (01CAPL0fi&(SYsi) Q591 Skulk" &Wft Tgr_CM 1619 (OLAPE MCUki) amSlraled AMN 6a"CM. Wcb l-fl (mCAPiD,51(A4H U211 Uii H d215U Wcbl_a 7mcAPxastlSoaD - - 7p�Ua d weG Yn ®ICAP24LS4 t9bi) nlll urrbc.1 -zIL311. zm ft WCDi76`T—dDCAPL�3 . a1v ft We6315 (5 (nCAPiV165 (911H nlZl UnLv[<E ��-zJ1516. W6ti raartAPrnm(l tam WebSN m i) d4CAP2915t (9RrvH 4149 UrrM.N W1 z6ll lh: Witil:3)`�—(BOCAP] _ &3�7__Uk 1. 39Allsm Web 6R M(S(�i)_ (mCnPt9l51 Ai) nTE Udsa1 -126SS IF< W6&31 (BOCAI' Ui QMlftt Wcb 631 M(�L) (mCAP2915119hH am am I1rLscE a®IF< We BUC.@xA aIfdm�ia 9JSNt WCU4P %w ILOePP2i1,5f 49ait) 1 ¢ma13 Vi4xN $il lb: wal ®(.'!3P191$I15�7 Rl wcNll-i"W imCAF)9i5+(.9hp ono uN.anl U s3a Iu61 W612M amCAP9 lQMNT— N'eblz"'ffi Ncfl: !O]CAP3951196i) n60 Vitruml 14ffilu wa IOOCAPS05(4�.) am U�� zmift� My web lln (00P nM udral JmIFe -_ - _ (�I) 01ii am Uarsd. -0.9121kt wwaba web Mx - ®CAPffi.V (4Ni) 6T15 UM[d U91]Id Web lax lmCRPJ9h54"(9JaiJ Ui�:am1 d.191 Wcb .W06 &WA N 3P�n GSCAP am a� v - -- 4:I���= Page 34 of 570 web I6JJ l&B M(' I) PoOCAPiA51 (SWiI 0.4I! UlNsed Kwift Woti l)_21 ®OCAPYUSIS��) ¢b9= Una+ml d,51616� AUGPNFRALNO OFnM DRAWWG PACK GESBAIEBECONSHARED AS AN INIFCRALPARTOF THGS COh40NFMDRSgN OOCUM1ffM. NDEETHATnS Cancrun Engineering PROMSIONA WGDIURS SPALWDICAn S ONLYTHATTI@TRUSS ASSPMBLY SHOWN ONTHIS SHEET bffEIS THEMa4PNMA UCABUDESIGN CRFIFRIA FOR Ix3Cas Cam ' WADS.I NGCONDMDNS.'IRUSS MEMBER CONROURNHONS, ANO SPANS WM ON'1nS SHUT. L vLCOwm a o m O v 22 Me o� F� O- O m 'ppVO yO Vlil � Ln c� �UU 1 n pp C �jN C m CO �au5�g y N_ iq y 00 $ae dos .5 OE 8 � O O[7 2��11 £Y�IEYc C. C.�G x4 IIFjIj1 ��'� boo N y lol Fri j 5 5 `s`xme F aFn M., N i EXP519bbbPbbBp Bb Y_155bLEb_P_PA3_ s8A s88 � zz ryrypppp gggg gg R gg gggg g� 7 g 9 gg g gg � r73dex R $$ yy 9u� ®FailF 966 ®= o O 9 many a ONrl 3 Atom h.mm.m.mm..m.m.mm°mmmmm°.° A t6mm dim°mmmmm°m°m°m°mD°mO mm mm m° ¢ 111114 `a.Ts`a g`s $66R6 F«r - MH 3 b Syay��pbp pYp pYpY pYp qYq pY yY�pE pPy pp yyy 1919 E 19X 1p98 O8 pb pb yY��pLp ���NNLN�Ya LYNaaR C�JJ7'�j prtnfNV�Y�aaaN ��G a'B a zzzzzz J 6 E ? 6 "also 6 E m @ gg33 $$$$g $g $$$$$ � qq yy ♦♦ ggqq ppg$ $$..pp �iaa$AR�dpa1R93� � �3n'a6FS a 33a��f3.3 Fp 0 p$ 9y6 pp {9y a 2y mmmmmm0m0mmmmm 412 F�F6m k&FgF62mmm mmmmm 0 mm mmm Cameron Engineering Truss: G06 tube noplate AWN* Phone: 303 800 6750 dolaNanne: SURG KeyBuild@System Brddscameron@yahoo.com Daze: 09/26/10 13:43:18 Keyfmss@ System Capped C«6.014 Version: 1.I83 Page: 5 of5 Report: Eng Plot SPAN Mod QTY OHL OHR PLYS SPACING WGT/PLY 47-3-0 0112 1 0-M 0-M 1 12 in 1,1689lbs Automated Load Case WI MWFRS-(Mm Dn) Diso'bd a eLos& Meter I-niml I-11m2 ni-Nn li'ad SlvLd FFN Imd Tdb Widnh TT lib ln3 NUp RWrt L9nZ 21 ToM410 410 NUp Ru 1.99 in Automated Load Case W4: C&C(Suaion) No Inds were defired far this lead ... 1) Standard Loads on Trusses Carried by this Ginter, TCLive =20 psf; TCDead =10 psf: BCLive =O psf, BC Dead =10 psf 2)This truss has been designed in accordance With ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category W (I= 1.15), Mean Roof Height 37 ft,Overall Building Dirtensions of93 ft x 102 ft, Enclosure Cass: 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 ZoneTruss. This truss is not in a Hurricane Plone 12egion. Load COmbhlatlOns Imd Cmrn Fanv I DI aD 3 DW3 1.000 1�4`or._0.nwi.anl ] ram_ 5 DI.O]5W3 I,mO =6 `LLSOIt WI 7 can I.mD Member ForcesSummary 'nN=ins =.Mom.na.csi.an.zwof�l�.a.m.raetran ln,,, .mnai ) Additional Notes: Theend ofevery chord segment shall bebra�l laterally peryendialarto the planeofthetruss. Lateral braces shall be installed within 6" of the end clench chord segment. Page 36 of 570 A GFNFRALNOIESOF]NLS DRAWWGPACK GESW BBCONSDFAmASANINITfiRALPARTOP] N COMPoNFNfDFSIGNl=UJnl NOIBTINTTmi Canemn Engineering MOF6510NALE'OWEFRS SP IJSPICAT60NLYT TT1ETRUSSASSENnLY SOOWNONMIS SNFETMFi95]NEMWIM1NMAPPUCAURD61GNCRnERIAFOR 1]53C.CM TI@IDADS, WADWGCONDM0NS.]BUSS M Is CONFIGNtAM0N5.ANDSPANS WMEDONTH6 StDfC ImFnm. CO m9ll TCN 11 23 1i s5 56 n>3s n391 nN5 n4I2 nb5 an]aln d5111h 3a191h 11181t< a1H14 S] 18 89 910 Intl n314 n2m niD n14 nIN iiDlh: iDI01t i291b i]311N in]IE (311a1d) aillala:) (311a1E) (�iS9s16:) 13SS911a1 11-12 IYU 1314 1615 IS16 nIM n]lt aS62 656E nS91 aBMla Iz9%16� ]."BN 1]Atk fla51b IQamlal f-115m 16s1 (-].5111E) 1-15111k1 1-].9n1%1 Ian 17I9 1619 nffi a0r0 nD6 a441h 9J11F¢ -IRlbs (<.]ii lk) (.9D I6:) Bcm tun awl o11a zsas a9D -tracts .m31 anal azala is3a aim WI IN (4w31m) n-a nou In1� (-Iw la:) an n9x -aalolm 31-s nsal aanlb: xn nzn aou l� (AMIN) mn 601E IT216, (-I®Id) n-ze aNl -I19931m 3zD n3® 4Jalh (403516:) SA3B n016 3lla: (-n 14.) sm nT23 amro ffi29 a1m amsla n;, nxn a1a16: (ao'sla) xzs nao -z]581N zav alto -32D1h: 34.ss n® 4.1a 1N rams Dl wch 1.9t axN {nslb 6T3 aTb -Iza551M. Iz.9l a6A 10.]85165 (-lalslbsl Ian a4r1 &`85165 l8m)IE) 1-A aim ],ffi1E (-7.1211d) ]-4 a39I 0.6M� (45D 14) 12-n n151 2]Qlld (-1W61Fe1 1}n 0.9n iff61E 2U1 611E -1Yffitk 831 0.]33 4.03411a (Am61h) ISZI 0.3A -i>P IE 1]-2i a138 2]R51N (-2]N IN) 335 ran L1i51% (-I,0.itlFe) 4L 0.f@ 9AIh (-ABlhs) 1136 a55) -10.n11Fe 1631 nB15 9311k. (Ytv IN) 335 Q11) -1N51k 9M 0.f6i 4H11� 1125 nY15 13,9121a. (-136131bJ 1921 nB13 MIN (-2fllb) 615 QW] 1,n81N (-1,2161tr.) Ian am 621d IOIFeI 10.n 0.bn J,19r lb. 14n 0.0.'n 1]Ib: (-I lb:) SN 0.149 EMI IN (-1aA IN) 11-29 0.3m 33A1M 142m 11a1 IS24 605E m611a (9a91b) am a141 a9Llld (d].S41Fa) 11-ffi 0.20 -0.I511hs 1a24 0.5N A.11611< Cameron Engineering Truss: G07 Phone: 303 800 6750 JobNane: SURG ,a KeyBeild®)Systm BI'ddBCatnefOnQyeh00.COm Date: 09/26/10 I3:43:19 KeyTmss® Systm Gm 6.018 Version: 1.183 Page: I of5 Report: Eng Not SPAN PITCH QTY OHL OHR PLYS SPACING WGT/N.Y 37-7-1 5.001/12 1 1-7-5 0-m 1 12 in 390lbs 1-7-5 5-3-3 53-3 __- 2-1-10 5-7-5 5-7-5 67.5 5 13 2-6-3 0.8.13 7.9 6 13-0.9 15-2-3 20-9-R 254-14 32-0-3 37-7.1 6-2-1 6-2-1. 9 4 5 6 7 8 7 3 5111 —2 2 54 19 t17 416 613t 15 14 12 11 18 10 0-0 MM 2 5 5-3-3 2-1-10 5-745R 57-5 5-7-5 513 243 TIN 13-D-9 152-3 2- 264-14 32-0-3 37-7-1 Cicala iNae tammm� inxeA Sqm¢ i�dac famemsl indvA •Fame' irtaa Oeluderd0105D5 (A6Bfuma �up�du veatld0e sic. EMN Calm i�dae Oc nntrdL tees � W Net \Vltrzmap4m11Na m: cdleta4 m0u nplu<a NMaid Rdaw Wnal Nna fm Rnlerslu{Baim A1bxaH<skalvfameu WNaW p: Jc 194AlSISJwTwtimmCtldFmNSalpaipt Mduvnfaumspcingn 916 min M6mdnfaR'm4Q nmJjna 916 niof uaHs6md WmI cml tmme6 CSI Deflection L/ 000 Allowed M: Q"(89) am LJ9A (I16) LJM BC: 0.414n4) Hamm L/9n p516) LIND Wd. a9n(n14) cnn IOHMQ0h.IP a/too 18 also TCC i—NlyBL C.IOHLL0m a/999 1s R.Iso BCPminsµ im=48in Hm TLami. 3 Reactions Summary IT 7,7 w BC B Wid R.im JT RC M R. MU U ifl MUMWFASU ifl MUCBCU i0 M¢(U 4 MUHmz 17 Pin(WU 1 1 15 in MIN 17 1 85111n -MIN 9 JN A IN MIN 14 and1 ML) 1 1 15 in 2 IN 14 I 335E im Am IN -MIN A4931m 10 HR'n MQ 1 I 15in ID%I% 10 1 21071% -I.m IE -MIN -[."IN 17 Pm(WL) 2 1 15 in MIN 14 HRd1IWU 2 1 35w S3feld 10 HRdI(WU 2 1 15 in 20 IN 17 P1n(WV 3 1 15 in MIN I7 Rn(WU 3 1 35in 31UH 14 HRdI(WU 3 1 151. 2.5flm R H=MLO) 3 1 15 in Lmft 17 Pin(WU 4 1 15m MIN D Pin(WU 4 1 35N MUH 14 HRan ML) 4 1 15in 4,WIRm 10 HRd) (WU 4 1 15 in LSHIN Page 37 of 570 ALLGFNERMNOtES OFTHLS DRAWING PACKAGE SHALLBECONSIDERED AS M ffQMRALPARTOFTHiS WO MNENPDESIGN WCUF .NOSE TTHE GaHmSon Engincedng PROF}SSIONALFNGWF}RS SEALINDICATES ONLY THATTHETRUSS ASSEMBLY SHOWN ONTHN SHEET MUMS THEMINMM APPUCA IED61GN CRIHER1A FUR 1753C—Cm1 311EIDADS.WD NGCOMMONS.MUSSN@AA MCON GMAMONS.ANDSPMSMMONTHISSHEET. N Ldg CO Samn Cameron Engineering Truss: G07 n a .' Phone: 303 800 6750 JobNBme: SURG Key Build®System BI'dd.SCN1YlOn@yH}IOO.Cgm Daze: 09/26/10 13:43:19 KeyTmss® System Cce6.018 Version 1.183 Page 3of5 Report: Eng Plot SPAN Pfl'CH QTY OHL OHR PLYS SPACING WGT/PLY 37-7-1 5.001112 1 1-7-5 0-0-0 1 12 in 390lbs iO PinM e I Ssin 9A 11EH HRdI( N 8 }Sin -Sblta 0 HR. I Mu e � 13 s16 Page 39 of 570 A GENERALNOIFS OFIMS DRAWWG PACKAGESHALL BECONSDEREDAS AN WiEGRn PART OFTHtS COMPONFNTDFSIGNDOCUM .. NOIElHATWE I CRmemn Engineering II PROFESSIONA WOWS SE MICAIES ONLY MTIHEIRUSS ASSEMBLY SHOWN ON THIS SHEEPN%oHS THE NIWMNM APPIICABIEDESIGN CRUER1A FOR 119Cu TIE(DADS. LOADWG COMMONS. MUSS MEMBER CONFIGURATIONS AND SPANS LLSIFD ON ME SH S. Lv .CO Besn Cameron Engineering Truss: G07 r.5n v`u a Phone: 303 800 6750 3obNa5re: SURG KeyBuild@System Brddscameron@yah00.COm Date: 09/26/10 13:43:19 Ke Tmss@ System Cee6.018 Version: 1.183 Page: 4 of5 Report: Erg Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGTIPLY 37-7-1 5.001112 1 1-7-5 0-0-0 1 12 in 3901bs Loads Summary Load Case Lrl: Sid Live Load DLmbuledlmds MUM 1¢aliml Imlim2 Dirtctim SpcM Slanlml Etl lmi Tib With TV Cm Rxn M 4of URf I2 in Be Cm Lbxn Py OP.f 0Z 2is Bp II-IDn 3F}I Dnvv N Mof Aqr Poin[L ads wnn 1 li. [tonal- Ina Tnbwieh Bp I1I0,11 Dam I.LLnld. Load Case D1: Sid Dead Load Distributed I.& 00 C. Dam Rate IDPf 10Rf Din Bn 11411 P-11 D n, Rnls Vof Adf Pdat Lo ds MaM la inn Dirstim IuW Tdbwidh B. I11oll Dnm Ioolln, Automated Load Case WI: MWFRS-Left(Ifp) Dm dibund Lea ds Ba 11-I011 P4-1 UP Pg lam or 18l&dr Point heeds M, he 1 11. Di.im lad TibWidh Bp 12i0.11 UP 2.i311% Automated Load Case W2: MWFRS-Right(Up) Om 1109 NUP Rafe P.w'r P.MRf 12 in 141.1 P-7-1 NUP Rn 51.G1nf 51.6I Isf 13 in 1369 141-I NUP Ratr 51 In 51.67Gf 12in U-IQR P-7.1 UP P,q melof Im&qf PoULeads Mmdc I im Di.im ImE Tib Widh B. 12 lot] UP 25R31b Automated Load Case W3: M WFRS-(Max on) DLwlbllred Inds MUM laciliml I im2 Di-1im Sued Sw lmn EN LaI Rib Man Ty -1.75 000 NUP Rue 29.91Pf A58fnf 12 in Tin 000 041, NUP Rue 2IDyf 202R( 12 in Autormtd Load Case W4: C&C(Suction) MailicedImdv 14 M43 =43 P-T' 000 Y0.7 R6n Ra Rile W14Pr 12 in 51d2 pf 12 in 1) Standard Loads on Trusses Carried by this Girder. TC Live=20 psf; TC Dead =10 psf; BCLive =O psf; BC Dead =10 psf 2)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 Dirreasions of93 ft x 102 ft, Enclosure Gass: Enclosed, CC Zone Width 930 ft. The left end vertical has not been exposed to Wind. The right end vertical has not been exposed to Wind. This truss ism End ZoneTruss.This truss is not in a Hurricane Prune Region. Load Combinations TNei,dolU: McMa O).,ma CSL„naain fine.lnnxmm.fpa irJii4+en ranmurvidr ) ICM IYI 13 33 am (INS onto3621b 421h: - -S751t (01W 34 65 56 ONW a3a1 0155 1181b 6901d .1.1418e (.Ullp) 67 7.8 89 0.1M QM7 a436 d.l4l lbs -1.914na -I,SSsibe BCM son aZn Olh I113 am Lwai1e l-LbA16.) I-5 a0A -M114 16n aM -Mltr. 11-12 aPl IS[9aa 1-1.}61b1111d Q414 �Ib IS16 n2;8 456 (dT1411VS oat Olh Web 1-Is a018 .Dlm 115 a2f1 5651in tort@) 6l3 QI82 ID14Rn QBB IYBIb 11atl1h,1 I-17 0244 74Ib4 001 lb) 415 also 255516: (-2x1111n1 743 a&9 -I.b411b: 910 0Bb8 -I.= 2-17 also -a591h: C14 RM -28NIbs 7-12 am "Ift (Sd91b) Y16 'M 581 IN (-N81b) S14 QM -21H IFe B12 nine ,W)Ih (SAIb:) 116 'M 2151d (4d led) S13 a817 25171b: (-20D 14) 8-11 66b -I.eMlb Page 40 of 570 IIALLGFNFRALNOIFSOFT DRAWINGPACK GESH BECONSn)EREDASANW7LfiRALPARTOF7 SCOMPeNFMDMIGNOCC ..N=R TWE I Carron Engineering II PROF6SIONALE:GBIEFRS SFALWDICAItS ONLYTfATTHETRUSS ASSEMBLY SHOWN ON'IHIS SHFErxn M[EM MM APPU(OkB1EDESIGN CRUMMU FOR 17OC—Con 7HEIDADS IDADING CONDn10NS.'IRU55 hffN1R R CONFIGURKDONS. AID NDSPANS L6IONTNaQnvL C04W16 Sam I Cameron Engineering Truss: G07 Phone: 303 800 6750 Jobblame: SURG Keyliuim®System Bfadscanleron@yahoo.eoln Daze: 09/26/10 13:43:20 KeyTmss® System Cce 6.018 Version: 1.183 Page: 5 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGTIPLY 37-7-1 5.001112 1 1-7-5 0-M 1 12 in 390lbs GUSSErPLATES Additional Notes: If trusses use attached to the side of the t101tomchord of this girder with sessions greater than 400lbs then they shall beattacbed in such away as to preclude twisting of the bottom chord. The end of "cry chord segment shall be braced laterally papendicularto the plane of the truss. lateral braces shall be installed within 6" of the end of each chord segment. Page 41 of 570 ALLGFNFRAL NOIFS OF'IHIS ORAWWG PACKAGESHALL BECONSIDFAFD AS AN W'IEGRALPARt OF'IHLS COMPoNENI'D61GN LU(.UMFN'1'. NOIEIINT'n@ (anR•pninglnecring PRORSRONA ENGNEERS SPALPIDICAMONLYRIATUEMUSS ASSEMBLY SHOWN ON THIS SHEMNE£IS IHEMW0.NM APPUCAMEDESIGN CRITICISM FOR I753C�C. THEIOADS. WADING COMMONS.'IROSS MEMBER CONFIGURATIONS. AND SPANS I1STm ON US SHIM.. Ln .CO Sent Cameron Engineering Truss: G08 1 Phone: 303 800 6750 IobName SURG KeyBuild®System Bradscammn@yahoo.com Daze: 09/26/10 13:43:21 KeyTmssO System: Cm 6.018 Version: 1.183 Page: I of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 37-7-1 0/12 1 0-m 1-7-5 1 12in 4283lbs 4-10-8 ~-- 4-10.6 - - 4-11-0 t — 9-9-e 411-0 i-- 14- 8 4-11-0 4-n-o 184-B o-0a s-o-o so-0 �— 263 1-75 t z-1 6-2-1 246-8 2130-0-14 6-2.1 360.14 3]-14 0.8.13 2 3 4 5 6] 2U 11 0� 0-0.0 4-00.8 4-11-0 4-11-0 41 L0 4-11-0 4i.6 500 SO-0 28-3 4-00-B 8-94d 1468 19-1-B 24.68 2 -0.14 30414 350-04 3]-0-1 Cirtlex iidrx fmlverzwninuzE;. Sgmza i�cae 6.umfmninclvA.'Fateren'inGmR UYe nmhxd4105DS Wsp fssloaa mpMuac mtdlk nook+. PxA valor idzmn ere nnbvdkauam myml WMe maavimpluca ancJlMa4 mays anwrc opacn�;a4 Rcr ln4�dNna rnrmk.a�e�,Iim alowxn zlrslefmmeis udzaael5elk 1915N51 s1«15�wmr�canr nws:I De'iyA Mni�..in�l�.P.,;�u nla•mn M.i�cninc m�c�,�0nn vls mnrmcm�.ba nil aaamm CSI Deflection L/ (10c) Allowed w CUM" Mani. L/591 (17-I1a LIED BC: 6411(I'M I.Lamin L/991 (17-I8) LIM Wdz am 0-1N CM MR TL(101in M/9A 21 2LI A w Cmimonly= Can/OH U: 601 in m/SW 21 2L/5a BC Pdin Sxcine 48 in HmT a04in I Reactions Summary IT T UC BC BrTwid RWim IT BC M R— IIn,GnivUnoft Mu MWFABU ifl mdxC U ill MssU ifl MU Haiz m M.ML) 1 1 15 in I.Mif< m 1 26911� -2BSI16c -DIK -2aS/Ik -7A Ik Id HR0 U I 1 15in 2]. N 14 1 5538Ik Amlp 41k <iI21k 2 xRd BII0 1 1 15in 15511d 12 1 3YIk b911x 4F114 m P,n(WU 2 1 15 in zw16: 14 HRa1(WU 2 1 min AM Id 12 HRdl(WU 2 1 15 in Ailb: m Pin(WU 3 1 15 in IUSN 31 PInmL) 3 1 a5in -3111nH 14 HR1I1W0 3 151n zmlS 12 HRd l al'U 3 1 151n 811� m Pin(WU 4 1 15 in 23DIk - ID Pin(WLI 4 1 15in -D IIs 14 HR4 WLI 4 I 151n 4.WRxi 12 HRd; (WU d 1 15in 228Ik Page 42 of 570 ALL GENERAL NOIESOF'M6 DRAWNG PACKAGE SHALL BE CONSIDERED AS AN PHECRAL PART OF THIS COMPONFM DESIGN DCCUN TNOTE MATME Cameron Engineering PROFESSKSNA.MGNEFRS SM NDICAT60NLY THAT'IHE MUSS ASSFMRLY SHBWN ON TIES MEET MFEIS THE MNRNM APPUCABIE DESIGN CRUERN MR lm Cm ME WADS. IUADPIG CONm110N5. TRUSS K4NBER CO.YFIGURAHONS. AND SPANS LISTED ON THIS SHEEL Ia@:m. co &Sera Cameron Engineering Truss: G08 / Phone: 303 800 6750 JobNatre: SURG KeyBuild®System Bradsrarlleron@yahoo.com Data 09/26/10 13:43:21 KcyTiuss® System Cee 6.018 Version: 1.183 Page: 3of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 37-7-1 0112 1 0-0.0 1-7-5 1 12 in 4283 lbs ID Pil)ML) 8 1 15 in -]AIQH I< 1 dI ZO, S 1 15 in 4 13 HRtlI IWLI 8 1 3.5 in �Ih Page 44 of 570 IIPROfESSSSHD NNOTES OF FVGP4➢f9115PALAWING PDICAMOl11GY'111AT'I MU SASSE LBE WNSDEREDAiS YSHMNONIHLSSGF 11US fQ£!5ff£IS'MEMWIMUMAPPn CMDEIGN CCRIIP MR I tTMH lmncnn Engineering II T1EWAOS. W=G CONOmONS. MUSS MPWER C WGURAl10NS. AND SPANS I1SIm ON'1165 SHEET. Cameron Engineering Truss: G08 - A = Phone: 303 800 6750 JobNarre: SURG rng Systuuc KeyHuild®System BmdsCamerOn@yahoo.[bm Date: 09/26/10 13:43:21 KeyTmss® System Cee 6.018 Version: 1.183 Page: 4 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 37-7-1 0/12 1 0-04) 1-7-5 1 12 in 4283 lbs Loads Summary Load CaseLrl: Std Live Load Distributed Leads Meffir Imtiml Im6m2 Urtclim Se S.I 1 Etllml 7161,WiM Tay Cm Dam P,q 40Pr mpf 12 in Ba Cm wen Prof Bpr o-r ain Ba 000 2468 Dam Pnj Apf Vor Pobnlm is Mln tt I im Eanmim latl Tab Wimb B. 266tl w.vn I,(Wla Load Case DI: Std Dead Load Distributed Loads McMv Imoml 1-1-2 Dirnnim Sped S.I.nnd End Inx, Tibwiab Tap Car wvn Rulx M'r ZI,I I2in BO Cm Dam Rah M'f Misr tin Bd Da0 2168 Owm Rah Apf Apr Point Leads mlr I inn Dimlim latl Thb Widb Be M68 Qwn Man Autornated Load Case WI: M WFRS-Left(Up) Dimibwed Leads h4iic Imlim Diem. Irtd Tab Widb Be 2W8 Up 2591bs Autonclted Load Case W2: M WFRS-Rigbt(UP) 1-6 not 608 Nup RO 26b8 A-7-1 N Up RnIx n-7-1 AM N Up Rake Goo M68 Up Pill Mol p:r 12 in 51.SBaf 12 in 1suBdpf Point loads M in Imam Umaim Irtd Tribwidb B. 2168 UP 2583lh Automated Load Case W3: M WFRS-(Max Dn) Dimlmrted Leads MCM Immim I Imlim z Dirslim Spe 1 Blw Iml Pn)lead Tnb W idb Tap 2d68 3F7-I NUp Re 2@(ef 202fef I2in TAP X-7-1 A26 NUp Rnk D.AIrf S.M fcf 12 in Autonteel Load Case W4: C&C(Suction) Distributed Inds Tap 4110 2468 N Up Rah TT zd68 30.18 NUp 114 Tap 31W R-71 NUp Rah Ty 3))-1 IN-M NUp Rah an 26,110 3)-}l NUp Ruh SM2p:f 13 in 1) Standard Loads on Trusses Carved by this Girder. TCLive =20 psf: TCDead =10 psf: BCLive =O psf; BC Dead =10 psf 2)This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C The building is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 930 ft. The left end vertical bas not been exposed to wind. no 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 Forces Summary TMindi.: Me 13.—CSL—"d faa,nmxmip. fore ifdf@ad ean."n) t ) Mid 1-2 13 1" a5H 631E aYB -1.'Se - -264nd -2WIh CS 56 67 nS5 n6W am -26H1b: 4.71211% M514 f-1911h1 )8 Bo 410 n3J1 am 618E SAlla 597 16. -Ml (1511h) (-5521%) 1oz1 an 421h fola.) BCM 11-12 nay N5 n a6 2I.T8ffi1h bU QM 6i2 aQM Rl1h (-0llh) 1619 21E l-I.ffiIIhd)d ) ISW earn $EA b6n nAE 1.712In (-1M11h114B1 nlTl IA14 NRnI Web[ 1M am -24181M "I LLU62 811b 615 -.I. -L1151h� y12 LLIDI AIM (-R4IFw1 I-19 n01 3.1M8 (4,4571b) .17 0.IQ -M IW 21d a� -1.4A Ib 10.12 n219 (6E 16: (-29/Ila) 819 I, -1,8H10', SI] 0.6T! ISSS I% (-1.0911b) BN n2g SS Ih (J181bd IDII 0.011 -IBId 118 (ITS L5181tx (-1,9FIt) S16 d,Bllk B13 nnl Yblb (Mb:) 318 U141 Lblh: (-II)Ibs) 616 'M a901 3)121h maxw %3 (INS 401Ib; (-v31h) Page 45 of 570 II MOMS�IONFL GIKk}AS SP RNDIICAIPS ON 1(7rHHATMEMUSS ASSUJBLYSHOWNONII 15 SHHEET h41TS] Isff o.IUM APPPUcxB11aamSNN C�RITEREA MR THEILADSEngineering ng II .Il)ADNG CO.NOmON5.l1tUSS MFSIDFA CONFlGURAllONS. AND SPANS IISIIDON'I3655FrsET'. nS m CM Cameron Engineering Truss: G08 �8t ,.,Rlv., Phone: 303 800 6750 .robblame: stmG �, KeyBuild®System Bradscameron@yahoo.com Daze: 09/26/10 13:43:21 KeyTmss® System C. 6.018 Version: 1.183 Page: 5 of5 . Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 37-7-1 0/12 I 0-M 1-7-5 1 12 in 4283lbs GUSSECPLATES Additional Notes: IfROSS. areattached to theside of the bottomchord of this gilder with reactions greaterthan 400lbs then they shall be attached in such a way as to preclude twisting ofthe bottomchord. The end ofevery chord segment shall bebmced laterally perpendicularto the planeof the truss. Lateral braces shall be installed within 6" ofthe end ofeach chard segment. Page 46 of 570 A GENE NOI£SOFTHISDRAWWOPACK GESB BECONSIOFAEOASANI RA PARTOFTHISCOMPONFIJTDESIGNDOCUNKINf. NOMMATME Cameron Engineering PROFESSIONA ENGWEFXS SE INDICATES ONYMATTHE'IRISS ASSEMBLY SHOWN ON IRIS SHF£r MFE1S THE MIRMUM A UCAn1E DESIGN CRITERIA FOR Fyc.0 TRETAADS. WADING CONDITIONS. TRUSS I.4MBE4 CONFIGURATIONS. AND SPANS MTED ON THIS SH11T. -Lv .COdfU3 Cameron Engineering Truss: G09 Phone: 303 800 6750 ]olaName: SURG L„ KeyBuild"stem Btadsca2neronQyahoo.cont Daze: 09/26/10 13:43:22 KeyTruss® System Cce 6.018 Version: 1,I83 Page: 1 of2 Report: Eng Plot SPAN PFFCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 1 0-" 01010 1 12 in 379.1 Has 1 -_ __5-6-2 _� 5-6-10 �_ 5-G10-_ —4 ----- 5-6-10 _r h- _ 5610 _ 562 5- 2 11-0-12 16-7-6 22.2-0 �_ 27-8-10 33.2-12 621 621 1 2 3 4 5 6 7 14 13 12 11 10 9 �8 0-0-0 5-6-2 5G-t0 5fi-10 5640 %-10 5E-2 0-0.0 5.6-2 1 11-0.12 1 16-]T 1 22-2.0 27-840 1 33-2-12 Cimloi"dcaef Icnnm in%dN. SgmR iMal<f lcrctau[intlodx.'Falvrn'i�o�Ih narhrd0105O51ALS11 falarrs mBiMal aeWdne Div. Pd. rsla irt5aatM1e lomhrr(Aiercvs rtgimi Wive 1im 11.Le vrtullydolmNn trxi�g arlae i[m}timt RefvloG ul Nue fvfimlcclvifeuim Allgntle[kv{a favicmix deWtlW lv IFe 19GALSl Sleilaim(m CtldFmMSxl haipi MtilWin fmlw[pu�Bn 916'mn Nivlldnraaara���oN ry16'mnfm esA [htld senal msmA CSI Deflection L am) Allowed X: a6w(121 n azin LIM (In11) L/N0 BC: am(121 ILaBin LIM 00.10 L/W Wch a951(2-1A Hm4T:amin 1 'IC Cmiwxly Brem1 BCMin SDei'=48ia Reactions Sartori 6 Hadi ffw I 1 15 in 1.4951U 14 Pin OVU 2 I 15in 29)l ld 8 Hlarn WU 2 1 a5in 2991 Re 14 Pin (`AL) 3 1 15in 1.4951E 8 andl MW 3 I 15in 1.4951x 14 Pin ML) 4 1 15in 2 PRs e HRon MQ 4 1 15 in Units 14 PMML) 5 1 151. 1.49516: 8 HRdl WL) 5 1 15in 1.MRn 14 hii 6 1 }sin -29161� 8 HRd11WU 6 1 15in -2MRa 14 Pin(wy 7 1 15in -29/blb 8 Hart 1WU 7 1 15 in -29561t 14 P..ML) 8 1 15 in -2L lb. 8 Rart MU 8 1 15in -zllin Loads Summary Load Cue LTI: Stel Live Load 8 I Dimbwed lads WiAhn, I riml r lim2 Di —tan Sueal Slv/Iml FN WW Tnewidh TM C. Dvm Pmj 21pr mµr 12 in Ba Cm mvn Imj ngf and 1E in Ba 000 3 N2 man Pmj 1Bpf udf Load Case DI: Sid Dead Load Dimblmdlmds By 000 312-12 Automated Load Case W l: MWFRS-Lefl(Up) DimiWred lords Uin 12 in Page 47 of 570 ALL GENERAL NOIESOFTHUS DRAWING PACKAGE SHALL BECONSWEREDIS AN WIEGRAL PART OF THIS COMPONENT DESIGN DOCU .. NOTE TTIE I Cruncran Engineering II PROFESSIONALFNGPIE}]tS SEILMIC M0NLY TNATMETUSS ASSE14BLY SHOWN ONTHIS SHE£ WIUS THEN@N.nIM A UCABIE DFSKiN CRfIFNA MR IAICw Can THE 1AADS. LOADING COMMONS. IRM MFb16ER CONFIGURATONS. AND SPANS 1SIED ONTHLS SHFEL hn8 COBrut Cameron Engineering Truss: G09 Phone: 303 800 6750 3obName: SURG KeyBuild"stem Bradscarneron@yahoo.com ERIC 09/26/10 13:43:22 KeyTmss@ System Gw6A18 Version: 1.183 Page: 20f2 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0/12 1 0-M 0-M 1 12 in 379.1 Ibs Automed Load Case W2: MWFRS-Right(Up) Distributed IDads Mrn F_NimI Im,im2 Dire im Sveal Swnlmd FNlam Tnb Widh TT N412 33 2 NUP R. 51.67,f 5L67pf 12 in TW 000 =2 NUP Rah 51IDpf 51671sf 12m By 000 A212 UP Pg Iwsllif msrof Automated Load Case W3: MWFRS-(Max Dn) No loads were defued for dus load caw. Autonrued Load Case W4: C&C(Suction) Diw7wa�d Inds Meade' Imtiml 1—nm2 M.im Such Svnlmd FN L-1 Tnb Wi TT WO 3110 NUP Rah %14pf 61I4pf 12M Tap 4Mo IlY12 NUP Rah (RHlef &..14Rf 121n 1) Standard Loads on Trusses Carried by this Girder. TCLive =20 psf, TCDead =10 psf, BCLive =O psf; BC Dead =10 psf 2)This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C The building is Gable/Hip with Building Category N (I 1.15), Mean Roof Height 37 ft, Overall Building 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 Hurricane Pmne Region. Load Combinations TCM TP iM.: Ns m.. CSL Imory Rv (m+m ..f irdlfvm Gun nm and R ) a912 3,aDlla 1-.iRnlb) sll am TM lhv a6W 2ffblh (-2ASIh) 611 a118 3fild 0.951 22811h (-21MIM) SII am 7MIM GUSSET' PLATES 610 a9u 1281 ft 69 am z2fl51F< N Q9II 3.splh: Additional Notes: If trusses are attached to the side ofthebottomchord ofthis girder with reactions greaterthan 400lbs then they shall be attached in such a way as to preclude twisting ofthe bottomchord. The end ofevery, chord segment shall be braced laterally perpendicularto the planeofthe truss. Lateral braces shall be installed Within 6" of the end ofeach chord segment. Page 48 of 570 II ALLGENERAL NOIFS OFTH6 DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRALPART OFTHIS COMPONENT DESIGN DOCUMENT. NOTE' TTm I@ I Cameron Engineering PROFESSIONALENGINEERS SFALINDICATES ONLY THAT'mETRUSS ASSEMBLY SHOWN ON THLS SHEETMEETS 9NEhBNLNUMAPPIICABLEDESIGN CRITERIA FOR ny Cme Cam TiElAMS. LOADP'G CONDMONS.TRUSS6@2 MCOM2 MAMOM.ANDSPANSLISIm ONT S=.. LuiglvL.CONml Cameron Engineering Truss: G10 [�L'A�� Phone: 303 800 6750 ]obNanc: SURD KeyBuild®System Bladscatneron@yahoo.com Dae: 09/26/10 13:43:23 - Keyrmss® System Cee 6.018 Version: 1.183 Page: 1 of2Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0112 1 0-M 0-M 1 12 in 3792lbs F- —� 5.67 ---~-- 54i-7 _ 5-64 5-6-7 1 56-T S 5-6-t 5.64--- 6-2-1 it-0-15 16-7-6 22.1-13 -5 332-12 62-1 1 7 2 3 4 5 6 14 13 12 11 10 9 8 080 0-0-0 545-7 545-7 5-6-7 5-6-7 54i-7 55-6-7S 7 11-0-15 15-7-6 22-1-13 - 27-9-5 332-12 Cinl¢iNcaefnv—.i..e Sq indin.fam oxdni v0.WI¢e Lvanu.O.deaa Wnionlis haxiq. n ng OaRiatlrtd Rffaw G[mJ fafuirdfiam Allwr.5lc akafcfalnnis alMSW ps Ik IF16A615ptiGaim4Ctl6Fmm15wlDaipn Mainvvfaa¢csprignf/16'�dn M9iuin[al¢ere$nm©nm glP adnlu vbakatl eml mvc�M CSI Deflection U 000 Allowed 'IC : a6u (6'R ' Rzin L/s99 6wp L/bn BE: a01(121 WaUin L/999 f1410 L/3B1 W<h a9QR,lz Hm.n Qwin I 1C Cw4i0vvly Bmwd BC PW in spssi�¢=gain Reactions Sunnlary 8 HRM(WV 4 1 min 26171fv 14 NnMQ 5 1 15 in hOGR 8 HWIMU 5 1 33b I.AS Ra 14NnML) 6 1 }sin -2Y61d 8 HRd) (WU 6 1 min -%kftn 14 NnOvQ 7 1 15in -2461fe 8 HRdl(WQ 7 1 15 in -2916In, 14 NnML) 8 1 35 in -251 Re 8 HRdl(WU 8 1 Min -01 I% Loads Summary Load CaseLfl: Std Live Load Divfi wed loads B. One 33L12 Dwm Nq ARf n,d 12 in Load Case Dl: Std Dead Load D ffneed loads bk i6 I di.I Imim2 Mi ian Sw Stan lml Ndl Tdb Wilh TT Cnd yarn Rms IO,f IORf 12. Btl Cm Din—Rda IORf 0'r 12 in Bw 000 1Lb12 Dwrn Raln V,f ARf 12in ARtomded Load Case W l: MWFRS-Left(UP) Dimb,Wdlmd5 wn4 Iadi.I Imlim2 Di.im Svcd Slav lmd Eadlmd TibwiM Tap One 1860 NUp Rde 51.67pf 51.67 Rf 12in Tap 1860 7 ZM NUp Rak 5167pir 51.67 pf 12F Bw 000 38LI2 UP N9 Ima4,,f IM811nf 12in Page 49 of 570 ALL GENERAL N07ES OF MUS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF'1HIS MOIPONEM' DESIGN DOCU .. NOIED T`FHE Cameron Engineering PROFESSIONAL ENONEFR5 SE INDICAT60NLY' TTRETRUSS ASSEMBLY SHOWN ON SHEET MEEYS THE MINUMM AFPUCABIE DESIGN CRMM FOR MC—C. THE LOADS, LOADP'G CONDmONS.'IRUSS N BER CONFIGURATONS. AND SPANS USIFD ON 'HIS SHEET. Ivpnm, CO m911 Cameron Engineering Truss: GIO d Phone: 303 800 6750 IobName: SURG ,.. Key Build®System Bradacazneron@yahoo.com Date: IO I3:43:23 KeyTmss® Gee 6. System:OI8 Gee 6. Version: 1.183 Page: 2of2 Report: Eng Plot SPAN PIPCH QTY OHL OHR PLYS SPACING WGT/PLY 33-2-12 0112 1 0-0-0 04-0 1 12 in 3792lbs Automated Load Case W2: MWPRS-Right(Up) DimiMRed loads MnM I iml I®lim2 Dinxlim S'c SvnlmJ Ed Lud Rib Wlhh Rp 1681E ]Yz-12 Nap Rake 51.6]µf 51.6]Nf 12in TW Da) I= Nap Rn 51.6]p.f SL6]Pf 12in Ba 000 3i2-12 UP PJ 19181'f Mupf 12 in Automated Load Case W3: MWFl2S-(Max Dn) No loads Be. &fined for this load case. Automated Load Case W4: C&C(Suaion) DLs ibaed Wad Mum I iml Imlim2 nimfim Such Sun LM End Tnb Widh TT 000 %1Io NUP Balm W.NRf &Wp:r Rin Tap 4310 } 111 NUP Rr1c Wild psf WKRf 12in 1) Standard Loads on Trusses Carved by this Ginter. TCLive=20 psf; TCDead=10 psf; BCLive=O psf; BCDead =10 psf 2) This truss has been designed in aamndanmwith ASCE/-05,145 mph, Exposure CThebuilding is Gable/Hip with Building Category IV (1= 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CCZone Width 9.30 ft. The left end vertical has not been exposed to wind. The right end vertical bas not been exposed to wind. This buss is an End ZoneTmss. This mass is not in a Hurricane Prone Region. Load Combinations ] ¢6 DI,W2 L¢0 =era6bl Member ForcesSummary TzUehdcvo:Mm M.—CSL—"Wfva,fa¢if&nup4unmao,ialfu¢I Whd 1-2 M am am .24131d - -1 IE: 3A 65 n0! MAmH -0 Brt M 87 aN3 am .i= -z413lts eCM n9 am altr. Iwl n6fl x9AIF (1®91b) Izu aAi 24D Ile F2Ai lk1 s10 am 24L316: 1-23A1 I11 II.I2 a6G SSAIb. =ts 1114 am al! Wehs I-l4 a� znI IK I-27391�) llz n6U xLllm Y]slllm; 510 u6itl KLIG (-]511d) 'lY ax" Z75I Ik (-ZM—Ib;) 113 ¢9H iSRlhs kl.®11d) Z a6A ]Pub. (-]1]Ik) E. ¢9R 22RId (-22SS Ilm) 113 am 2291b 1-219)Ilm) 411 ally 3161Fe 0981 ) 69 am 22A Ih (-21p1Ik) 2-12 a9R 23RIFa 1-22S51ha) SII END 9P16; (-]1]Ih:) 7-9 0.9A 3.9421M (�3m91b) GUSSET PLATES Additional Notes: If Basses areattached to the sideof the bottonehord of this girderwith reactions greazerthan 400lbs then they shall be atached in such a way as to preclude twisting of the bottom chord. Theend ofevery chord segment shall bebrzced laterally perpendicuinto the plane ofthe truss. Lateral boxes shall be installed within 6" ofthe end ofench chord segment. Page 50 of 570 IIALLGFNERt NOmSOF'IH6 DRAWING PACKAGE SH BE CONSIDERED AS AN INI£GRAL PARTOF THE COF60NFNT DESIGN COLrI .. NOBEM4AT' I Cameron Engineering II PROFESSIONAL ENGPEfltS SEAL INDICAt ONLYt TTHETRUSS ASSEMBLY SHOWN ON THIS SHEEr F4E15'mEARNMUM AP MAKE DESIGN CRIODUA MR lmc.Cor THE LOADS. LOADING CONDmONS. TRUSS MEMBER CONFlGURARONS. AND SPANS 12arED ON HITS SIBEP. L� COmm Cameron Engineering Truss: G11 a • t Phone: 303 800 6750 JobNarre: SORG s..SystE.1.= KeyHDild®System Bradscan3eron@yahoo.com Daze: 09/26/10 13:43:24 KeyTmss@ System Cue 6.018 Version: 1.183 PRgc IGf5 Report: Eng Plot SPAN PITCH QTY OHL O1Rt PLYS SPACING WGT/PLY 40-10-1 0112 1 OL" 1-7-5 1 12 in 497.2lbs ~ 64L5 5-6­13 5813 ----r--E-13 3 3-7-3 2-11-1 1.75 S 6-2.1 3]3 11-1-2 18-]-14 2-11 6-2-1 411 M-13 1 2 3 4 5 6 tl8 )< ISan 7 8 15 z 9 11 10 21 tl18 417 •16 19 15 14 134 12M1 20 11 0-" o00 549-5 5-F13 54i-13 5-8-13 M-13 3-7-3 3-7-3 2-11-1 2-11-1 549-5 11-L2 16-]-14 22.2.11 27-9-8 31-0-11 34-11-14 3A10-15 40-161 Cinl¢i�dwefac)oerm¢inxMx. Sgsut5 it5mle 4¢Iameatl ln<luik.'Fa<bns•i�dena ne �m�Rro'tlIBSOS (ALSp fal¢en ngv'Mu¢eeNd'Ih nena. Pch vW¢iSaa J[nnhxQlazluvs mpi� Wlve mvectlim d°I¢mmllWatl mlke �wi�.daeismµMRef¢IOGveMNa¢IvfiNndatifdimAllgwH<[kalv4slemi)eileWabitttlkl9MAISIStmfaimfvCddt dSt¢I�iplMvinainfalemtl�irytlryl6mnMai�tlmnGRmu��pna9'161dnfrtWah¢R n¢I mtl¢vM CSI Deflection 11 (loc) Allowed w: amm T,RMin LIM oaln LIM Be: RMOO ILR19in LIM (16WA LIMO wm a9900.21) cwIOHTLR051n UP a./an 10 2.I90 mcminvaNYBnw c.ION11:R0linUP MI999 10 z.Im Bc actin speina=asin x—M RI in 14 Reactions Summary TF T IL BE BrFWid R.im JT Be M Run M Gnnunhfi M NIWFRSUnfifi M Ciuzunlift M U ifl M Hmz m Pin(WL) I I asin x00ft m 1 4Url Bn-1]311te .1]8111e -w1w n HRcH ff ) I I asin 1401h 13 I aml1 -A.1a -7P ft d3E ft m Fin" 2 1 15in 4.In1a 11 HRail WO 2 1 15 in Sma, M Pin(WIJ 3 1 15 in zMan. M Pin ML) 3 1 15 in -31 as r 13 HRd1(WLI 3 1 15 in 13B IG w Pin(WL) 4 1 15 in 1668 lk w Pin(WL) 4 1 15 in -MJ:H O HRdl wu 4 1 15 in am an Page 51 of 570 AILGENFRAL Nd1II OF THIS DRAWWG PACKAGE SHALL BE CONSWERED AS AN IMMORAL PART OF THIS COAIPONFM DESIGN DOCUFffNF. NOTE 7HATM11 Cmeron Engineering PROFESSIONAL EHGWEERN SEW INDICATE ONLY MAT THE MUSS ASSEMBLY SHOWN ON MIS SHELF WEIRS THE M UM APPLICABLE DESIGN CRUER"FOR Imc—c. THE TOADS. LOADING CONTMOINS. MUSS h4:NEEA CON OURATONS. AND SPANS LL1lID ON TBS SHEET. LV COSW1 Cameron Engineering Truss: GI 1 - LL . Phone: 303 800 6750 JobNam : SURD . KeyBuild®System Bladscameron@yahoo.com Daze: 09/26/10 13:43:25 KeyTmss@ System CPe 6.018 Version: 1.183 Page: 2of5 Repon: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10.1 0112 1 0-m 1-7-5 1 12 in 497.2lbs ID Pii( 5 1 35in -D Itr.H 13 HRai mu 5 1 35in MBSN,, ID Pin(WL) 6 1 35in -128114 m PinmL) 6 1 35in -m Ih:H 13 HRal0 L) 6 1 35in -S=N, m Pin(WL) 7 1 15 to -1wIS, m Pin(WL) 7 I 35in -H lhin 13 HSell ML) 7 1 15 in d nlls Page 52 of 570 AILGFNFAALNOh QlnO50RAWNO PACKAGE SH BE CONSIDERED AS AN INTEGRAL PART OFMUi COMPONEW DESIGNER(.IIMEIJ'f. NMMAT ME Carremn Engineering PROFFSSH)NALENGP'FR55EALP'D[CAMOELYTHATTNETRUSSASSOARLYSHOWNON'nn55lHPI MEETS TNEMWIMUMAPPIJCABIE DESIGN CRHERIA PoR 1713Cax Can —ma THELOADS.IDAOWG CONOIOON5.7AUSS MENBFA CONFlGURA'110N5, ANO SPANS I1SlIDON'IHIS SIIt£L t�� CO *' Cameron Engineering Truss: Gll Phone: 303 800 6750 3obNarnm S11RG c��rmmwuc KeyBDad@sy:tell Bra&=mmn@yahoo.com mn@yahoo.com Data: 09/26/10 13:43:25 Kcyrmss@ system C. 6.018 Version: 1.183 Page: 3 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40.10.1 0112 1 0-0-0 1-7-5 1 12in 4971 lbs M Pin MQ a 1 15in -TA IN n HRdl MIJ a 1 15 in -MIN Loads Summary Load Case Lrl: Std Live Load 111v30ed I.mQs Abila 1 inI 1®im2 Ii.— Snrva Sunlml En! TE VkM TT Cm Dvm Rq <Upf Q,f lain Bu Cm Dam Pq Opt Opt 12in Bu OOO OIOI Ovxn Py 'Apf ]Opf 12in Mmhr Lmim annnim Ima TnbWiah Ba V" W.vn 1.Mila Page 53 of 570 ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN WIFGRAL PART OF THIS COh ONENP DESIGN DCCUAIENE NM THATTHE I Cauncon Engineering PROF651ONAL FNGINEEIS SC WOICAMONLY TNAT THE TRUSS ASSEMBLY SHOWN ON THIS SH S4EETS THE MINIMUAf APPIJCABIE DESIGN CRRFAIA FOR 179C—CM THE LOADS. LOADING CONDMONS. MUSS MEMBER CONFIGURATIONS. AND SPANS WTED ONTHIS SHEay7,m. ET, tCO wa, Cameron Engineering Truss: Gil �� - Phone: 303 800 6750 JobNorle: SUING A KeyBuild®System Bradseanleron@yahoo.com Date: 09/26/10 13:43:25 KeyTmss® System Cee6D18 Version: 1.183 Page: 4 of5 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGTIPLY 40-10.1 0112 1 0-0-0 1-7-5 1 12 in 4972lbs Load Case DI: Std Dead Load Diandhard lords Menhr i_ni11 I,nN,-2 Dimelim SPead Sun lmJ PNImE TNb Wi@x TtP Cm N.m Ratr 29'r M,f I2in B. Cm U am Rate M,f 20'f 12 in Btl 00O �I01 D—n Rate Ayf M,f I2in Pdruleads MCMc Imlm Dinalm Iml Tdb WiBh eU 21A6 Duw L®16. Automated Load Case W l: MWFRS-Left(Up) 2798 NUp Rk 5IQ 1 51.67 per 12 in L10.1 NUp Rate 3169pf A.69'r 12 in Q2-56 NUp RNk zr.56Rf TSS,r 12 in mlol UP Pry I1181pr MIA'r aln Pointlmds Menlo "Iim DI=Lim latl Tib Wiax Bu r4li UP 25811h Automated Load Case W2: MWFRS-Right(UP) D:AdbwWL ds Tap D00 %48 NUP Rnkv 51.Q,f 51.61kcr I2in TW 2198 91101 NUp Rake XBl prf MOl p:f ON Top Q1101 Rh6 NUP Rn 5LS8p:f SINS p.f I2in B. 000 4161 UP Fly ISUP't IB1.Bipr I2in PointL ds Autorated Load Case W3: MWPRS-(Max on) TT 1¢711 r.imz NUp Rp sunlml Fi II—IZM, mx NflN 2in TIP Ioi 41101 NUP Rate isi,r 2@Ief I2in Tip 81101 QM6 NUp Rate A.SB pf R58pf I2in Automated Load Case W4: C&C(Suction) D'.miWed lords 4010.1 42.56 351-10 QM01 Rlke l4xnkef Rake no'f 12 in 1) Standard Loads on Trusses Carded by this Girder. TCLive =20 psf: TC Dead =10 psf: BC Live =O psf; BC Dead =10 psf 2)This truss has been designed in accordance with ASCE7 -05, 145 mph, Exposure CThe building is Gable/Hip with Building Oncgory N (1= 1.15), Mean Roof Height 37 ft. Overall Building Dimensions of93 ft x 102 ft, Enclosure Clazs: Enclosed, CCZone Width 930 ft. The leftend vertical has not been exposed to wind. The right end vertical box not been exposed to wind. This truss is an End Zone Tnlss. This buss is not in a Hurricane Prone Region. Load Combinations Q Imdcla, Fmv I OI LOW 1==DL rl I.000 '2 TCINI 1-2 2-3 3J 0.81E am QSK 51Ih a 5.6 Rx .&MIN CS 56 67 Q521 Q711 QN9 Am IN 460IN. dMi IN �rx 69 W. axis Q6ts n1R �3Ya Ih LIA Ib MIN � � 0JUI RI (-W INi I021 am 421h (01h) acid 11-12 U.UW UlIN 1115 Qdk 3.3AIN (-26IIIk) 17-IB' (17N 5m Ih (42 R' ¢263 9511h (9311hr) 1516 am sm:N (4361 IN 1B19 QA4 1331 IN (-2491b.1 M14 13N Q3% 1.MiN (-WIN 16T1 0m 67i51d 1-11,1Ih)14ID QTI3 7A Ib NIh:1 Wc6: I -ID ¢319 -39�]llb 317 ¢65f I.Yb IK (-1.41516.) 6l5 ¢34 WIIb. (-9ll lb) 413 Q165 4611� (-zn ltl I-19 MM S4NIh (13k514) 417 QIA Man l-zN lh) I.D1 Q'M 1.l¢Ib (-27151d) 4D 620 5551Fe l<191d) 2-19 a7II a Ih 36 am =IN 1-lmlh)}14 am AIMIh 10.12 QSU WIN (9811h) 2-IB Q162 1A116: (-29'q @:) S16 Q.Yn SAIN SO am QQ41h (dln lb) I011 aim WIN (-181 IN) 31B am 1.7181h 616 am 21711E (-1.9121b) &0 am d3II IN GUSSET PLATES Additional Notes: If trusses are attached to theside of the bottom chord of this girderwith reactions greaterthan 4001bs then they shall be attached in such away as to preclude n jMj3g@hNItUfc5iTC) Theend ofevery chord segrlunt shall be braced laterally pelpendicularto the plane of the truss. Lateral braces shall be installed Within 6° oftheend ofeach chord seglrent. ALL GENERAL NOTES OF TINS DRAWING PACKAGE SEWL BE CONSVERED AS AN INTEGRAL PART OF THIS COMPDYENT DESIGN GOCUhn-NF. NOTE THAT THE Cam I pton Enb•'In¢Aing PROFESSIDNAL ENGmFFRS SPAL MICATFS ONLY THAT ME MUSS ASSEMBLY SHOWN ON TINS SHEET FRETS WE MNLMUM APPUCABLE DESIGN CRr1FR1A FOR Imc.Cur THE U0kDS. WMING MMMONS. MUSS SHNIBER CONFIGURATIONS, AND SPANS USTED ON THIS SHEET. taPP^4• CO mWl Cameron Engineering Truss: G12 Phone: 303 800 6750 /DbNann:: Su2G KeyBuild®System Bradscameton@yahoo.com Daze 09/26/10 13:43:26 KeyTmsSO System Gx6.018 Version: 1.183 Page: 1 of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 5.001/12 1 1-7-5 0-0-0 1 12 in 511.8IN 1.7,5 2. 3+ 6-3.3 5-&3 r__ 5513_ _ 5b13 ___ Sti-13 1 5 Iq 5-6-5 263 0-5-13 7-9-6 13-0-9 46 1824-2-3 29-6-15 6-2-1 35-3�12 40-f0-1 6-2-1 9 4 5 6 7 8 a5 3 SHY 2 1 19 a17 7 414 16 15 134 12 11 18 10 0-04 0-0.0 2A3 5-3-3 5-3-3 5-6-13 5-6-13 5-6-13 5-6-13 5-6-5 2.63 7-9.6 15--116-7-6 24-2-3 29-8-15 35-&12 40-10-0 Cmlc iNctefalaetaWxin. Tacs=rn-wdanu Nenmty 1H105DS (AL50 f¢ak2n rtyeMwaecNRNe Nrt EcM1 vulm iMicvn Ile mdv?falems rtgimi WFve cav¢tim IluNza amcJldm mlloa ,n,-�g nplmeiamµnd RefalDGvnd Nmes fmfwUnannOcuim Allmvaae atvrprfatocis mlodneip 1h 19AAlS15pnRaimfa CadFmvlSal Dzip� ManainfalemapriNgm 4'16'Nnn M.ilnvinfazlcma�INmpnm Wl6'Ianfex5ahnl nrtl nrmlel CSI Deflection L/ (10c) Allowed 'IC: (19293 maoin L/99 1131G LINT BC: Q4S(wsi L:QNin L/4A (1314) LIM Wth QMNL15) Con/Off LQmin OF 9-/9A IB Miss 7CCminunly Baml Can IOULLawinUP 2LIM IS 7 19) BC Pulin 51Wi1g=49 in H—. Qllin 4 Reactions Summary IT w BC a wid Rwim rr BC M.R. Macau in Ma Mwmsu iR M Cacu in u U in Iwn Hm. I7 Pin(WL) 1 I 15 in 24YIh 1] I k[61 Hi,-13nft HMIk. -13ft TNIk ID HBn BAIL) I I 15in 23151h IB I 4maw -16574 -Hlb -16111b 17 Pin(WL) 2 1 15 in 4.5611h, ID xxal(wu 2 I 3s in 'LOURn 17 Pin IWO 3 1 35in 23R1a D Pin(WL) 3 1 15 in NitnH 10 HRd1(WL) 3 I 15 in 23161M I] Pin(WL) 4 1 15in 4, BeIM 17 Pin(WL) 4 1 151n z1nH 10 HRdi(WO 4 1 15 in 4.WI IG Page 56 of 570 ALL GENEUiL NOIES OF 71IS DRAWING PACKAOE SHALL BE CONSIDERED AS M IDFGRAL PART OF THIS CO60`ONENF DESIGN DOCUhUNP. NO]ETHAT THE C.. Engineering PROFESSIONILENOINEEKS 5FAL6WMAM ONLY71NT7HE7ROSS ASSEMBLY SHOWN ON THE SHEETNUl S 7HEMniI1l1MMPUCABIEDESMN CRn6R1A FOR Imc—cw 7HEU3ADS. IDADWO CONDmONS.TRUSS NffAtBER CONFIGURATIONS. AiND SPANS LIOND ONTRIS SH . lonIni COinan Engineering Truss: G12 AfvCameron W.. ' Phone: 303 800 6750 JobName SURG �. Keylluild®System Bradscm=on@yahoo.com Date: 09/26/10 13:43:26 KcyTruss® System Cee 6.018 Version: 1.183 Page 3of4 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGTIPLY 40-10-1 5.001112 1 1-7-5 0-m 1 12 in 511E Ibs O Pin M'LI 8 1 lsin Twlb�H 10 HRdl MQ 8 1 .15in -Altr. Loads Summary Load Case Lrl: Sid Live Load Dimbeted Im& pbM Imiml L im2 Di.m snn S.1 Etl TnbWiM TT COY N.m pq q,r Q,f 12in B.Cur D— Rq opr O'r a Bd 11411 JBIB1 Dam Piq mof mof Pah11I.& Menhr I�vum Piatim 1m1 Tnb Wiab Ba 1 &11 Wm I.001p Page 58 of 570 IIAILGEYFHALN=OF' DRAWN'GPACI GESH BECONSmFAEDASANIN RALPARTOPY COh NFNTOMIGNW WU ..N015' TMli I Cmainon Engineering PROFFSSWNALENGINHERS SP IRUICATES ONLYTHAT'IHEMUSS ASSEMBLY SHOWN ON'OUS SHEETMESIS'MEMMBAUM APP11CABIED6IGNCROERIA FOR lmcC Con THELOADS, IOADWG CONDITIONS. MUSS NIBUBFR CONFIGURATIONS. AND SPANS DSTFD ONTH6 Sm . 1�minxm Cameron Engineering Truss: G12 - `d . C' Phone: 303 800 6750 Joblil a SURG t.r,.�anaa>,S KeyBuild"stem Bmdscamefon@yahoo.com Daze: 09/26/10 13:43:26 KeyT System Cee6.018 Version:: 1.18 1.183 Page: 4of4 Report: Eng Plot SPAN Mal QTY OHL OHR PLYS SPACING WGT/PLY 40-10-1 5.001/12 1 1-7-5 0-0-0 1 12 in 511.8lbs Load Case DI: Sid Dead Load DLv IMd Londs 'k. IrcWiml Lun6m2 Direnim Suntl SI.vtI FN4vJ Tib Widh Tap Cm Lbm Rate Min 20, 12in ao Cm Ww t Ri IDIf IDZ 12 in Ba II811 011Bl 0.nm Ra4x 'Apr Mor Poualoads Automated Load Cue W l: MWFRS-Left(Up) Datnracd Leads TT 000 Bus NUp Run NRI If RM If 12 in TT Bias 3169 NUp Run 5. pf 51.6]p.f 12in Tap 31b 4 M NUp Rn1n SL6]p:f SL62Rf Min Ba usu mlBl UP P,q Hamof isamor Point loads Mmber �ia. D—inn 1e.d Tnb Widh Ba US-11 Up zSS3lie Automated Load Case W2: MWFRS-Rlght(UP) DialhuedL ds Tap =41 m161 NUp Ron SLb]Pf 51.6)pf Rin TT Ib9 =A1 NUp Rn4v A0 f 51.67pf 12in Ba 11411 0110.1 Up fin Humor ismaof Paint Inds Menhr Exnuim Di.im Imi Tnb Wiah B. V411 UP z5831b Automated Load Case W3: MWFRS-(Mm Dn) Dismbured La ds Mn,6 Waliml 1®im2 Umiai S 'tl Sw lm1 FNIm1 Tnbwidh Tay -1-7-5 nW NUp RNt EYpf MM,f Uin TV Ona Dm9 NUp Tk IM,f 2Mp.f 12 in Automated Load Case W4: C&C(Suction) Dimlbuted loads OP too a11-11 NUP Eton 117.]5 IfIN.ZZ I2A TM 51-11 13U9 NUp Rnlx IO.]S If In.]51s( I2 in Tw I349 M13 NUP Ron M..N IT r 14,f 12 in UP M<3 6161 NUp Raln %14faf 69.14pf Uin Ba NO 247 NUp Rave am If soa for 12 in 1) Standard Loads on Trusses Cared by this Gilder. TC Live =20 psf; TCDead =10 psf: BCLive =O psf; BC Dead =10 psf 2)This truss has bear designed in accordance with ASCE7-05.145 mph, Exposure C. The building is Gable/Hip with Building Category IV 0 1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 930 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 Huss is not in a Hurricane Pone Region. Load Combinations Tads iNuni: fAmic M. mu CSL a a a adal fiR.(—m,v.r irda ban. auN fvR) MM 191 13 23 am aS'b am 421ie - -AS ib. Eavwft 1LId) 3 4s 56 am 0813 n641 An Ih -8.58lin %ffi1b 67 78 as am am 0W3 A01b, d190% J.2641d BCM IN a316 oft IL13 0.((tl 4tlNlb (SMnt:) 1415 a9J8 ].5ffiIle (d2451b) 16B HIM -1M 1b H. Han lwiN (Zm Ih.) 1314 a'ryi R1251b (dSURn) 1516 a}15 6Y91h (-Sa531t) 17-18 at" aft 1 Wfh Is am -b131b. 315 a].W -IS'AIM -- "oe YI)Ib %H am 62141k (i9131b) 1-I] a6L 9R16a am 1,8131b (-159141 YI3 aN1 23AIh (-1MR0 940 am 441f1d bB 4" 46410e =b3.5 64 a856 f'ost (-ISAIb) ]-12 na -zmih 2-6 am smift (4H21h1514 a]9 4181ie SO a8fl 4.49Ib (-IM]h) 116 aW -LT ft 614 a6A -ASIb 8.11 a910 4281h GUSSErPLATES Additional Notes: If trusses areattecbcxl to thesideofthebottomchord ofthis girderwith tractions greaterflum 400 lbs then they shall be attached in such away u to precludetw=swng ofda b it011}chh rd The end ofevmy chord segment shall be braced laterally perpendicular to the plane of the truss. lateral braces shall be instal led within 6" of the end of each chojrseiagoft eJ' T 710 Indicates lateral bracing required perperdiculartu the plane of the truss. A single symbol of this type indicates a mid -point. Two symbols of this type indicate braces at the third points. The number in parenthesis is the largest compressive folceon the web. I A GFMFRALNOTESOF'1HE DRAWMGPACI(AGESHAIEBECONSMMMASANIN Rp PARTOF'INLSCOMPONENIDMtONDOCU6 .NOIETNATME Carreun Engineering PROFESS)ONALFNGINEERS SEM,MmCAMESOKY 1NATTNETRU55 ASSEMBLY SHOWN ONMUSS EETS10HS TOEFIWIMUM APPBCAB1E VienNCRUERM MR 179Cwn Can THEWADS.IDADP'G CONDMON5. Wass h1FMBFA O0NFMLIRA]TONS. ANDSPANS 11cMDON THE SHEET. Lu CO mmrs Cameron Engineering Truss: G13 tube noplate Ad Phone:3038006750 lre ]obNa: SORG r-OSys ,..u< Keyauila®system Bradsearneron@yaho0.com � Daze: 09/25/I0 12:09:10 KeyTluss® System Capped Cee6.014 Version: 1.183 Page: 1 uf6 Report: Eng Plot SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY 29-2-8 5112 4 0-0-0 0-0-0 1 12 in 1,1532lbs 3-8-0 _ 3-8-0 3-8-0 4-0-0 2-7-13 _ ll4 _3-0-0 4-0-0 3-8-0 740 11-0-0 {-- 1515-0-0 -- {- - 17-7-13 09 —0 224-0----�- - 1-7-12 9-0-b - 7 -- 9.0.0 6 6 9 10 3-8-0 3.8.0 34L0 4-0-0 2-7-13 i4 -3 3-0-0 4.0-0 2-10.8 3.8.0 7-0-015-0-0 17-7-13 19-0-0 22-41 264-0 29-2-8 Cirtln iniw fiiaG ran insseb. Sq in1we fan—mn In mat. -Fwle ' in&=m ne nxhr o(610 SDs(A150 N,,rn AS, no el we eN dije Wle,ema 1.0.on mllalW m0is4ani�aplme is rtgh,NmufisiderfneIws. Reralo Genial NaetafinM danOauim Allwsatle akalm(aslpnixolalmel P.+Ik 19bA151S�i6mim fm CtlbFnmdSuel blips xlnu'n Gslacspn wA'16'inn 6lnminfmlem d2 nw�n W YI6'snn lv rxLSIN 1s1a1 cavmei All pl5c Inicil �casih W W s� CSI Summary Deflection I/ 000 Allowed *** CONNECTION DESIGN INCOMPLETE *¢* 2C: a"1-A TL a31 in LIM 16 L/BD RC: 01m O0 n:0.15in LIM 16 L/361 Weh 0054H.1) Hm.TLnlin 4 Reaction n HRdI(WU 1 2in [am)ltc -Ism Rxi-I1974Ik Material Summary Min lourwFlremDmu evePl: 3emfinia,wx4 410 Saar" ®na ILA i) Be ldla.mtiiasup e(NBlmire 46m Wek 6mCAPiOm(56sp euep: LI IIQCAPIHm (vkil Loads Summary 1) Standard Loads on Trusses Carried by this Girder, TC Live=20 psf; TCDead=10 psf: BCLive =O psf; BC Dead =10 psf 2)This truss has been designed for the efforts due to wind loads in aeoNance with ASCE7-05,145 mph, Exposure C. The building is Gabld ip with Building Category IV(1=1.15),Mean Roof Height 37 ft. Overall Building Dinensions of93 ft x 102ft,EnclosureCus: Enclosed, CC Zone Width 9.30 ft. The left end vertical has not been exposed to wind.The right end vertic l has not been exposed to wind. This truss ism End Zone Truss. This t uss is not in a Hurricane Pone Region. Load Case Lrl: Sid Live Load IMtr1sro]Inds mmaw In'iml Imlim2 maxim svm S.Lnna EAHm Thb Widh reo Cm w..n Pe mint X'r 121n nu Cm Dn',n Pmj Oaf o,f 121n Pailnlads B. 2540 own 2mlk Load Cue DI: Sad Dead Load Dim@vned lads MCMv Lxaliml I®lim2 Di—im Swell SiN Ill Fid LwJ inb Wimh TT Cm Dam Rafe IOpf 10,f 12 in B. Cm Daam Rork 10pf stint 12 in Point lads Rn 1500 Dw.m 5;lhs E. 1900 Dam 2m lm Bu E40 Dunn 2mlm Bw 2640 Dwn 2mlm Member Fortes Summary Tnkl w e: Mewm D. nntCSL.atiin r.lm..mm. f— Rnueme ran a.. maw Cal 3c2a lad 0,985 ixmvi� lw Ran -ia is I7za9 a622 Ill GUSSET PLATES �— � 1 • l a EE�1��'-�..�i� e'e'� 0682 AMIk ra1(9lk)11616 n719 16m1�m t-IxYIBIk)11dDun amin aBmlk)l Pge 60 of 570n514 0482k (-n3IDWk19(,VA amlm (4a"11n) one 4111k (-367161 SI SS AANN IMIDESIG ine PTREIDSAONAL PGBCEOND INS,IR115FAE5NOiLFRCO.n'F1GTMIRUSONSANDLY OWWNFODNTRISSDi1 ThIEEIS 3HBMWIMGM APPDIDlC�U6S1GNCCRI1F321A FORT L@c CO�ing