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Home My WebLink AboutStructural Design Data' vr'. Ulm Design Loads and Reactions 15-007403-01 VP Buildings 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: Rifle Aviation Name: Rifle Hangar Builder PO #: Jobsite: City, State: Rifle, Colorado 81650 County: Garfield Country: United States TABLE OF CONTENTS Date: 8/14/2015 Time:02:47 PM Pugc: I of 84 Letter o f Cert ification ....................................................................................................................................................................... 2 Building Load ing -Expanded Repor t ............................................................................................................................................... 4 Reactions -Summary Report w/ControU ing Load Comb ................................................................................................................ 41 DSN:KMM C °'p.t:>rn oo as Not!!::'. D~ Pi:t:.o r9$Ubm«. ~/Cora --------._'Date ___ _ ~ X BJPJi. QO ihWtl' File : Rillc Hangar Varco Prndcn Buildings is a diYision o f BlucSl·opc Buildings Nnrth Amcrka. Inc. Version: 2015.1 a Design Loads and Reactions 15-007403-01 Date: 8/14/2015 Time:02:47 PM Page: 2 of 84 Letter of Certification Conlact: Tom Cook Name: Tectonic Managemi:nt Group. Inc. Addn:ss: 6695 W~1481h Avenue City. Stare: Wh1::1t Ridge. Colorado 80033 Country: Unill'<I Stales Projt:et: Rifle Aviation Buildl"I' PO #: Jobsite: City, State: Rine. Colorado 81650 County, Country: Garfield. UnitL'<I States This is lo cenify lhat the above rcfen:ncL'li pmjl'CI has b..-.:n dL.,;ignL'tl in aL'COrd:mw with lhe applicable ponion.~ of the Building Code spt."Cifk'll below. All loading and building design criteria shown below have bL'Cn spccifo:d by conlract and applied in acconlancc with the building code. 0 II 0 Udl D I I nra u ne fSCflDI on Shape Overall Ov(fllll Floor Area Wall Area Roof Arca Max. Eave Min. Eave Max . Roof Min. Roof Width Lcm:1h (.~Q. ft.) (so. ft.) (so. ft.) Heigh! Height 2 Pitch Pitch Atlan1ic Hang:ir 200/0IO 150/0/0 30000 22129 30026 36/0/0 36/0/0 0.500 :12 0.500:12 Office 30/0/0 200/0/0 6000 345S 6021 15/6/0 1310/0 1.000:12 Storal!e 25/0/0 50/0/0 l2SO 1452 1254 161110 14/0/0 -1.000:12 Tolal For All Shao.:~ 37250 27036 37JOI Loads and Codes -Sbupe: Alltmtlc Hangar Clly: Rifle County: Garfield Building Code: 2009 International Building Code Building Ri.,k/Occupancy Category: ll (Standard Occupancy Slmcture) State: Built Up: Cold Form: Colorado 05AISC-ASD 07AISl-ASD Country: United S1:11.:s Rainfall : ·1.00 inches JX"I' hour 3000.00 psi Concn.'!c: Drad and Collateral Louds Collater:il Gravity:6.00 psf Collah:ral Uplift : 0.00 psf Wind Loud Wind S(ll'\.'<I: 90.00 mph The 'Low Rbe' Melhod is Us..'tl Wind Exposure (Fac1or): C ( 1.021) Part~ Wind Exposure Factor: 1.021 Wind Enclosure: EnclOSL'tl Wind lmponancc F:ictor: 1.000 Topogr:iphic Factor: 1.0000 NOT Windbome Debris Region Base Elevation: OIO/O Primary Zone Strip Witl th: 2819/l 0 Pans I Pon ions Zone Strip Wid1h: l-1/-1/13 Basic Wind Prcs.~ure: 17.99 psf RourLoads: 6" Sprinkler Line -32 lb/ft (4) ·Radian! Heaters-300 lb ca. < 2) • F:ins -.ioo lb. t.':l. Roof Covering + S..'Cond. Deatl Load: VariL'S Frame Weight (as.~uml'tl for seismic):S.50 psf -USR SnowLond Ground Snow Load: -10.00 psf Flat Roof Snow: 25 .20 psf Dl...,;ign Snow (Sloped): 25.20 psf Rain Surcharge: 0 00 S,x'Cilk'tl Minimum Roof Snow: 40.00 psf (USR) Exposun: Category (F:i•1or): I Fully Exposed (0.90) Snow lmponance: 1.000 Thcrt1131 Ca1egory (Factor): Heated ( 1.00) Ground I Roof Conversion: 0.70 'Ai Snow U~'<I in Sc:i~mic: 0.00 Sci"nic Snow Load : 0.00 psf U~1nicted. Slipp:ry Fall Prolcct ion Load~ per ArchitL'Clural Drawings page A 7 .00 Loads and Codes· Shape: Office Roar Live Load Roof Live Load : 20.00 psf Not Rt.'duciblc Seismic Loud Map,x'<I SfX'\.1ral Rl.,;ponse • Ss:34.30 %g Map,x'd S,x'C1ral Rcspon.se-SI :7.30 %g Scismic DL'Sign Category : C Seismic lmponance: l .000 Framing Fundamental Period: OA923 Bracing Fundamental Period: 0.2939 Framing R·Factor: 3.0000 Bracing R·Factor: 3.0000 Soil Profile Type : Stiff soil (0, -'> Diaphragm Condition: Flexible Frame R.'<lundancy FaL1or: 1.0000 Brace Rt.'dundancy Fae1or: 1.0000 Frame Seismic Factor (Cs): 0.0791 x W Brace Sci~micfactor(Cs): 0.1163 x W Dl'Sign Spectral Rc:spon.~ • Sd I: 0 1168 Desii;n Sp.:ctral Rl'S(!Olt~e -Sds: 0.3-lR9 City: Rine County: Garfield Building Code: 2009 lntcm:itional Building Code Building Risk/Occupancy Category: II (Standanl Occupancy S1n1cture) Sia le: BuihUp: Cold Form: Colorado 05AISC-ASD 07AISI · ASD Counlry: Uni1t.-d Stales Rainfall : .i.oo inchL.,; per hour 3000 00 psi Concn:tc Dead and Collaleral Louds Collaler:il Gravity:6.00 psf Collatcr:il Uplift: 0.00 psf Wind Load Wind Sp...'\.'d : 90.00 mph The 'Low Rbe' M(thod is Us..-d Wind Expo~·un: (Factor): C (0.849) Pan.~ Wind Exposure Factor: 0.849 Wind Enclosure : EnclOSL'tl File: Ritlc Hangar Roof Covering+ St.'COnd. Dead Load: Varies Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: 40.00 psf Flat Roof Snow: 28.00 ]l'f Design Snow (Slopo:d): 28.00 psf Rain Surcharge: 0.00 SJX-cilicd Minimum Roof Snow: 40.00 psf(USR) Varco Pruden Buildings is n division of Blu~Scopc Building~ North Amcrii.:a. In~. RoofU\'t' Load Roof Live Load: 20.00 psf Not RL-ducible Seismic Loud Map(ll'll S(ll'\.1ral Response • Ss.3.i.30 'l>g MaJllll-d SJX'Clral Ro~· SI :7.30 'l:g Sl'ismic Design Category. C Seismic I mponance: 1.000 Framing Fundamcntal Period · 0.23-l'i Version: 2015 .la f'l-ak Height -lOf'JO Design Loads and Reactions 15-007403-01 Date: 8/14/2015 Time: 02:4 7 PM Pugc: 3 of84 Wind lmponano: Factor: I .000 Topographic Factor: l.0000 NOT Windbomc: Debris Region Base Elevat ion: 0/0/0 Primary Zon.: Strip Width: I 4/4113 Pans I Pon ions Zone Strip Width: 71216 Basic Wind Pre1',ure; 14 .96 psf RoofLoods: (7) ·Fumac~-s -400 lb ca. Loods nnd Codes · Shope: Sloroge Exposure Category (Factor): 2 P:inially Exposc.-d (I .00) Snow lmponano:: 1.000 Thermal Categocy (Factor): HcalL'<l ( 1.00) Ground I Roof Conv.:r..ion: 0.70 % Snow Used in Seismic: 0.00 Seismic Snow Load: 0.00 psf Obstruct.:d or Not Slippery Bracing Fundamental Per iod: 0.1467 Framing R·Factor: 3.0000 Br.icing R·Factor. 3.0000 Soil ProlileTypc: S1i1Tsoil CD. 4) Diaphragm Condit ion: Flexible Frame Redundancy Factor: 1.0000 Brace Rl-dundancy Fal1or: 1.0000 Frame Sdsmic F:ictor (Cs): 0.1163 x W Br.ice Seismic Factor (Cs): 0.1163 x W DL'Sign Spo.'Ctral Response· Sdl : 0.1168 Design Spectral Response • Sd~: 0.3489 City: Rifle: County: Garlidd Stole: Colorado OSAISC· ASD 07AISI • ASD Country: Unit.:d Slates Rainfall : 4.00 inches per hour 3000.00 psi Concrete Building Code: 2009 International Building Codc Built Up: Build ing Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Fonn: Dcod ond Colhttcral Loads Collatc:ral Gravity:6.00 P.'f Collateral Uplift : 0.00 psf Wind Load Wind Spt.~: 90.00 mph The 'Low Rise' Method is Us..'tl Wind Exposure C Factor): C (0.849) Pans Wind Exposure Factor: 0.849 Wind Enclosure : Enclos..'tl Wind lmponanc.: Factor: l .000 Topographic Factor: 1.0000 NOT Windbomi: Debris Region Base Eh:vation: 0/0/0 Primary Zoni: Strip Width: 14/4/ I 3 Pans I Ponions Zolll! Strip Width: 71216 Basic Wind Pre,.,,urc : 14.96 psf Roof Covering+ Second . Dead Load : Vark.-s Frame Weight (:is,ulTk.'C.I for sdsmic):4.50 psf • USR SnowL011d Ground Snow Load: 40.00 psf R:it Roof Snow: 28.00 psf DL>sign Snow (Slop.'tl): :?8 .00 psf Rain Surcharge: 0.00 Spt.'Cificd Minimum Roof Snow: 40.00 psf (USR) Exposure Category (Factor): 2 Panially ExposL'tl ( 1.00) Snow lmponance: 1.000 Thermal Category (Factor}: HeatL-d ( 1.00} Ground I Roof Conver..ion: 0. 70 'N Snow Used in Seismic: 0.00 Seismic Snow Load : 0.00 psf ObstructL-d or Not Slippery Roor Live Load Roof Live Load: 20.00 psf Not RL-ducible Seismic Load Mappo.-d Spo.'Ctral Rc:-.pon.<e • Ss:34 .30 'l>g Mapped Spo.'Ctral Response ·SI : 7 .30 'l>g Seismic Design Category: C Seismic lmponanl"C : 1.000 Framing Fundamcnt:il Period: 0.:?449 Bracing Fundamcmal Period : 0.1528 Framing R·Factor: 3.0000 Bracing R ·Factor: 3.0000 Soil Profile Type: Sliff soil (0. 4) Diaphr:igm Condition: Flexible Frame Redundancy Factor: 1.0000 Brace RL-dundancy Factor: 1.0000 Frame Seismic Faclor(Cs): 0.1163 Jt W Brace Seismic Factor(Cs): 0.1163 x W DL-sign Spectral Response· Sdl : 0.1168 Design Spectral Rc.,ponse • Sds : 0.3489 Building dL'S lgn lnads and goVL'flling building code is prov idL'tl by the: Builder an<! is not validated by Varco PnKkn Buildings. a division of BlucScopc Buildings Nonh AltlL'fic:I. Inc. The Buildc:r is R."SflOO'libh: fOI' comacting the loc:il Building Official or project Design Prof.:1'~ional to obtain all code: and loading inforrruuion for thi' ~iftc building site. The 1k:1 ign of1hi' building is in i1l'COrdancc with Varco Pmden Buildings. a division of BlueScope Buildings Nonh Amc:rica . lnc. dL-sign practices which have hL-.:n c:~1ablish1.'ll bas..'tl upon penin.:nt prOC\.-dun.-s and recommc:nda1ions of the Standanl' listL-d in the Building Cod.: or later L'tlitio1t,. This ceniftcation DOES NOT apply to the dL-sign of the foundation or other on-site structures or componems not ~upplk-d by Varco Pn1den Buildings, a division of Bluescope Buildings Nonh America. Inc .. nor does it apply to unauthoriz.:d modilica1io1t' to building component,, Funhcnnon:. it is undcr.;iood thal cenification is baSL'tl upon the premise that all c.'Omponcnls will be ercl1L'll or constmctL-d in ~trict compliance with peninent documents for this projL'Ct . V:irco Pn1den Buildings. a division of BlueScope Buildings Nonh America. Inc. DOES NOT provide general review of Cl\.'(.1ion during or after building constn1ction unless specifically agrL'Cd 10 in the contract documents. Date : ______ _ EnginL'Cr's Sc:il : Enginc.'Ct in res~b lc: cha rge File: Rilk Hangar Version: 2015 .la Van:o Prndcn Buil<lings is a division ol'Blui:Scopi: Buildings North America. Inc. • Design Loads a11d Reactio11s 15-007403-01 Dale: 8/14/2015 Timc:02:47 PM Pngc: 4 of 84 Building Londlng -Expanded Report Shape: Atlantic Hangar Lc111ds :ind Codes -Shape: ,\llunlk lhmi:ur Cit\': Ritlc: Cou11n·: Garfield BuitJing Co<k 2009 ln1cma1io11al Building Co~J.: St111e: Uuihling Ri~k Occup3ncy 01t.:gory: II (S1m1danl Occu(l3ncy Structure) Colorado 05AISC-ASD 07AISI • i\SD Built Up: ('old Fonn: Countrv: Unit .. 'tl States Rainfall: 4.00 ind1cs per huur JOU0.00 psi L'oncrclc Dead 111111 C011later11l Louds Collutcr • .tl Gr.1\ i1~;6 00 psf Collotcrul Uplilt: 0.00 psf Side Type A D A D 8 D B 0 Mng 2.2111 1.200 2.21!1 1200 Roof Live Loud U11i1s psf psf psf psf Shap.: Enltrc Em ire Entire Entire Roof li\'c l<lld: 20 O<l psf r-;01 Reducible Wind loud Wind SjX'Ci.l: 90.00 mph Wind Endosure: Enclllsl'tl lk1ght Used: ,,6 0/0 (Type: Eave) Base Ekva1ion: llitl :'O Primary Zone Strip Wii.Jth: 21119 ' I 0 Velocity Prcs:;urc: (qz) W.74 psf Tupographic Factor· I Oll!IO Directinn;1li1y F;ic1or: Cl.8500 Wind E~posurc ffaelor): C ( 1.021) lla~i \ · : I 7.<J9 psf SuuwLuucl Gmund Snuw lm1d. 40.0CI psf Flat Roof Snow : 25 .:?01>3f Design Snow (Slopccl): :?S.20 psf .<\pplicilto fnn rur fnn rur S(ll-.:ilkd Minimum RoofSnow : 40 .00 psf(USR) Snow Accumulat1on Factor: 1.000 Snow Importance: 1.000 Gruund Roof[on\'l.'TSion : 0.70 Sclsmlc:;Li':o::a~------~ Mappl-d Spectral Rc~pt1nsc -Sd4.30 '\•ll Mappl-d Spectral Rcsptinsc -SI: 7 .30 "·•s Seismic Design Category: C Seismic lmpt)nanu:: 1.1100 f ramc Seismic Faclur (Cs): 11.0791 x W Br:1ec Seismic Fuclor (Cs): 0.1 163:\ W Fr:m1i11g R·Faclor: 3.11000 Bracing R·Facror: 3 .0000 Side Type !\fog UniL~ Sli;ipc I E 0.167 psf Entire I E 02-16 psi' Entire I E 1.11!6 (l:if R .. -..:1 I E 1.744 Jl:if R .. -..:1 I E 0.072 (bf R .. -.:t I E 0.106 psf Rl-..:t 2 E 0201 psf Rl-.:t 2 E 02% 1isf Rl-..:1 File : Rine llnngnr Applicclto Frm Brc Frm Dre Frm Dre Fm1 Bl'I: Frame Wdghc (assuml-J fur scismic):S .50 psf • USR Description Covering Weight· 24 SSR + Sl'(.'ondary Wcii;ht I.Ill\ : Roof: A Cowring Weight • 24 SSR · Roof: A Cm crins Weight -24 SSR -r Secondary Weight I .Oii : Roof: B Cuwring Weight -24 SSR : Roof: B Gti:;t F:icror. 1.0000 Wind lmponancc Factor: 1.000 l .. .ist lluriz. D1ml'llsion: I H0/0 ,() NOT Windbome Debris Rl-gion Parts / l'unrmts Zone Strip Width: 14/4113 qz= 0.00256. {1.00). (90.00t:l • 1 t.00) The 'Low Rise' Mcchud is Usl'tl Rain Surcharge: 0.00 Snow Exposure Caccgury (factor.-I Fully E.'poSl'\I (0.'10) Thermal Category (f:ictorJ: l·katcd ( t .00) Unobs1n1cwJ. Slippery Slupe Reduction: 1.00 Slope USl'd : 2.386 ( 0.500:12 I % Snow Used in Seismic. o no Seismic Snow load. 0 .00 psf Fr.imc RedunJ:1ncy factor: 1.0000 Brace Rl'tlundancy F3clor: I .0000 Soil Pnililc Type : Stiff soil (0, 4) Diaphragm Condition: Flc.~1ble FrJminll Fundamental Period: 0.4923 Bracinu Fundal!lcntal Period : 0.2939 Funda1';iental l'.:riod llcight Used : 3M010 Design SpcctrJI Rl>sponsc -Sds : 0.34119 Dcsig11 Sixctral Rcsponsc-Si.JI: 0 .11'1!1 Description Scbmic· Co\'<.Ting \\'eight -:!6 P;mcl Rih + S .. -cuni.l;try Weight 1.20 : Wall: I Sci>mic· Cm· .. Ting Weight -26 P.mcl Rib+ S..-cunil:try Weight 1.20 . Wall: I Sei smic. C:o\'<.-ring Weight -I :'i.00 NBVI' ·Masonry: \\';ill: I Sc1sm1c. C:ov .. -rins Weight· I ;'i.00 NBVI' • MaStlCll)'; \\'all· I Scism1 .. -C11\l-ring Weight -26 Panel Rib : Wall : I Scisanic: l'o\'cring \V~igh! -:?Ii !';incl Rib : \Vall . I Scisntie· <.:oVlTins Weight -:?Ci P.incl Rib+ Liner Wdght -211 Panel Rib+ Sc'ornl:11y Weight 0 94 \\':ill : 2 Sci.1mv Cnwring \Vdght -26 Panel Rib+ liner Wdght -211 Panel Rib+ Slo,;ondary Weight n•>-l: Wall ·:!. Version : 2015 . t a Vnrco Pruden Buildings is a division of BlueScope Buihlings North America. Inc . ~ D;itc: 8/ 14/:!015 Desig11 loads a11d Reactio11s 15-007403-01 Timc:02:47 r>M . Pa~c: 5 of 84 ~~ 2 E 0.,155 llSf lkt t (i11 Sdsmic: l'owring Weigh!. 26 Pand Rib+ Liner Wc ii;lu . 2ll l'ancl Rib+ s~-conJary Wdgln 0,94 : Wall : :? ~ E O.IOJ psf S(lL'I: Fm 1 Sd ~m rc : Co\cri11g Weight· 2fi Paucl Rib .. Scccn1J:iry Weight O 39 · Wull ; J l E U.151 psf Sp .. -c Brc Seism ic; Cowring WL-ighl • 2" Panel Rib+ Sc'11n1fary \Vcighl 0.3'> : Wall : 3 3 E u.un psf Reel Fnn Si:ismic; Covering Wciglll • :?h Panel Rib: Wall : 3 3 E 0.106 p~f RL-c! Brc Se1.mic: Ccivcnng Weight .:?<, Pand Rib : Wall · 3 3 E 0.072 p~f RL-ct Fon S1.'1 smic: Cowring Weight -:?6 P;mcl Rib: Wall -3 3 E 0.106 r•f lkct Dre S..:ismic : ("wcring Weight • 26 Panel Rib: Wa ll : .l 3 E 0.055 psf RL'CI Frm Seismic:: LinLT \Vcighl • 28 Pand Rib : Wall : .l .l E O,OR I psf R1.'l:t Bn: Seismic : LinLT Weight· 28 Panel Rib ; W .ill : J 4 E 11 .207 psf Spec Fnn Sebmic ~ Cove ri ng Wciglu. :?Ii l'ancl Rib + Liner Weig ht -2X Panel Rib + Sccon.lary Wdghl 1.00. Wall :4 4 E OJ04 ]l!<f SpL'C Brc Sci.mic : Covering Wdghl ·:?Ci l'il ncl Rib'+' Liner w .. .;g111 -28 l'ancl Rib + SccondaT} Weight l .OO·W.-11 :4 -I E 0 . .164 psf Sp1.'1C Grt Sdsmic: l'ovcri11g We ight. 26 rand Rib T Lin~,. Weig.hi • :?8 l'and Rib + SL-cundary Weight l.OO :Wall :4 4 E l.I R<i psf Rcct Fn n Sdsmf.:: Cowring \Vciglll -15.110 NBVP • Ma.~1mry : WJU : 4 4 E l.74-1 psf RL'l:t B;c Seis111 ie. Cov•Ting Wcight • 15 .CIO NBVI' • l\1a.-.onry : Wa ll: 4 4 E 2.0•)J psf Iker Gn Seismic : COV•Tin t; Wd ghr • 15 ,CICI NBVI' -Masonry , \Va ll: 4 A E U27 ilSf Emirc Fnn Scii>mk-; C!)\'1.'rini; Wc1yh1 -24 SSR .._ S•'l:·ondary Weight I.I ll!+ (lndu<l•~ 6.000 Colh11cr4l 8,500 Fr.unc Wdgh1); Root: A ,\ E 1.951 1•sf Entirc Brc Seismic: Co\·i:ri ng Weight . 24 SSR + s,-condary W.:i i.111 I .UH ..-(lndu1b; 6.000 l"oll .ll cral 8..500 Fram.: Wc1ghO ; Roof; A A E 0.94') plf Linc Fnn Seismic Elkct Frum IR Healer _ Rool: A 1\ E 1.395 pit" Linc On: Scisnuc Eff,-ct Frum IR H1.~1lLT : Root: A A E Cl .'>-19 plf Linc Fnn Scismic Effect From IR lkatcr : Roof: A A E l J95 r lf Linc Btc Sd..i11ic EITL'l.'1 From JR •lc-41LT : R1~if; A A E 3 1.636 r Poin1 Fnn S.:ismk Etfoct From Fan · Roof; A A E 4(>.514 p l'oint Ure Seismic E!li...:1 Fmm ran t Roof: A A E 2-:):ll plf Luw Fnn Sci~mic EHi:'t Fmm Fire Srrinklcr Main : Roo l'. A A E 3.721 pl f Linc Bn: Scisnnc Effect From Fire Sprmkkf 1\-!a lll ; Root' A A E 2.531 plf Linc Fm1 Sc1,mic EtT1.'t;I Frnm Fire Stmnkkr Ma in ; lfoo f: A .\ E 3.1:? I plf Linc Ore Seismic EtTccr fnu n Firc Sprinkl.cr Ma in : Houf: A B E 1.327 1r.;f En•irc Fnn Seismic Cowring We igh!· :?-I SSR + Sc•~mdary Weigh! 1.0 ~ + (lndu1fos 6.000 Cull "tcr41 8 500 Fr4111C Weigh!): Rool' B 0 E 1.951 11sf Entire Bn: Sci:<tnic: l'ov~rmg Wd ;;Jtt -24 SSR +Secom.Jal)' Wcighl 1.08 + (lnclud1.-s 6.000 CoUJlcrnl 8 .500 frame Weight I : l~oof-B B E 0,949 1)lf Linc Fnn Seismic Effect From IR lk:1M·: R1K>I' B B E 1,395 plf Linc Brc Sci~mic Effect From IR Hcal•'f': Root' B B E 31.636 fl l'oinl Fnn Scbn1ic Elfc•1 From Fan . Roof: 0 B E 4(,,514 l' l'oilll Ore Scbmic Effect From Fnn : Roof: 0 B E 0 949 r1r Linc Fnn Sdsmic Etfoct From IR Heater : Roof; B 0 E l .;l95 r lf l ine B« Seismic Etfocr From Ill Beater: Roof: B B E 253 1 plf Lim: Frm Seismic Etfoct From Fire Spri nkler Main : Roof: B B E 3.721 pit' t ine Bn: Seismic Effect From Fin.· Sprinkler Main; Roof B B E 2.531 plf Linc Fem Seismic Elfocl From Fire Sprinkler Main ; Roof B B E J .721 t•lf Linc ll rc Seismic Effect From Fi re Sprinkler t-.foin : Roof: B Dcnl'ctltln C111111Ulons FmmL'S arc vcrtk;illy supporting Metal Roof Pnrlins and rancb Frnm•-s arc la1crally sup1>0rting:ML1al WaU Girls ~nd Panels l'urlins arc suppor1mg Mela! Roof Panels Girts arc surrorting:Mcla I W Jll Panels D I L dC II fo f c~ll!.11 OU nm 1 nat ns· r:imm No. Oni:in Factor A1111Jicatim1 I Dcscriplion I u~.:r I 000 LO D "' 1.0 CG+ 1.CI Ul D+ CG+ Fall 2 ll~cr 1000 1.0 [) + 1.0 CG + 0 75 S H ).75 UJ 'o .-CG 1c S +Fall 3 User 1.000 1.0 D + 1.0 CG + 0 75 L + 0.75 Il l ;o + CG + L + F•1ll 4 Us•T 1.00() 1.0 D + 1.0 CG+ 1.0 W I-~+ I.I I U:l ~()+CG to \VI -, + llangar Wind dum1 5 u~cr I 000 I 0 D ~ 1.0 CG + 1.0 •WI + I 0 UJ I]) + C<i +··WI+ Hangar Wind down 6 User 1 000 I 0 D + I Oc<i '+' l .l)W2 ,. +I OU3 jD,,. C<i + w2·,. + lfangar Wind down 7 u ., .. '1' 1.000 1.0 [) + 1.0 CG+ l .O -.:-W2 + 1.0 U3 r .... cc, + ·· W2 + 1 langm· Wind down II u ..... '1' 1 1100 11.6 [) + O.<i cu + 1.0 w 1 .~ T I.Cl UJ D + l'U -W 1..-+ llangat Wind down 9 t • ... ,. H IOO !16 D H l.<1 CU+ 1.0 ~W I t I 0 l lJ D -CU + Wt + 1-langar Wind do\\-p 10 1'scr 1.000 !1.6 0 + 0.6 CU + I.II W:? • + t 0 l'3 D ~ CU -• W:?-• + ll:u u:ar Wind dowri II User 1.000 KIJ• D + o H,U + 1.0 · \\'2 + 1.0 U3 ~D _., (, U • · W:? + lla11g<1r Wiml Llnwn I 1k Ri llc lla ngar Vc rsiu11 : 20 15.l a Va n.:o Pru den Bu ilJings is a tli vision ol' BlueScopc B111 hlio!_!s North J\m1.-Til.-a . In c. ~ Date: 8/14/20!5 Desig11 Loads a11d Reactio11s 15-007403-01 Timc:02:47 PM . Page: 6 of84 12 Us..'I' 1.000 r.oo + I UCG+0.75S+0,75 Wl>.,.0.75UJ D+ CG+ S +WI>+ llangar\Viml dmrn l.l User l.000 1.0 D + 1.0 CG+ 0.75 S + 0 75 ·~WI ... 0.75 U3 D + CG + S + <WI + Hangar Wind dawn l-1 Us.:r I.ODO 1.0 D.,. l.O l'G + 0.75 S + 0 75 W1> + 0.75 UJ [) + l'G + S + W:!> + Hangar Wind uwn IS Uocr 1.000 1.0 D + 1.0 CG+ 0.75 S + 0 75 <W2 + o.75 UJ D + CG + S + <W2 + Hungar Wind own Hi User 1.0110 I 0 D + l.OCG + 1.0 WI>+ l.O U2 D + CG + \\' J > + Hangar Wind up 17 User l 000 I 0 D + LO CG+ 1.0 <WI + l.O U2 D + CG+ <WI+ Hangar Wind up 18 User l.000 1.0 D + l.O CG + 1.0 \V2> + l.O U2 D + CG + W2> + llangiir Wind up 19 User l.000 1.0 D + l.O l'G + 1.0 .:w2 + l..O U2 D + CG + < W2 + Hangiir Wind up 20 User 1.000 l.6 D + 0 6 CU + 1.0 W l> + 1.0 U2 D +CU+ Wl> +Hangar Wind up 21 User 1.000 l.6 D + 0.6 CU+ J.O ..;W( + 1.0 U2 D + CU + <:\VI + Hangar Wind up n User 1.000 .<1 D+ O.<iCU + 1.0 W2> + J.O U2 D +CU+ W2> + llangar Wind up 23 User l.0011 6 D + O.+ 0.75 U2 D +CG+ S +WI>+ Hangar Wind up 25 User l.000 I.ti D+ l.OCG+n.75S +075 <WI +0.75 U2 D +CG+ S +<WI +Hangar Wind up 26 User 1.000 1.0 D + l.O CG+ 0.75 S + 0.75 W2> + 0.75 U2 D +CG+ S + W2> +Hangar Wind up 27 u.er 1.000 1.0 0 -t-l.O CG+ 0.75 S + 0.75 <.W2 + 0.75 U2 D + CG + S + <W2 + Hangar Wind up 211 User 1.000 1.0 D + 1.0 CG+ 1.0 WrAI + 1.0 U3 D + CG + wr A I + Hangar Wind down 2'1 Us•'I' 1.000 1.0 D ... I o CG+ 1.0 WPA2 ... 1.0 UJ D +CG+ WPA2+ Hangar Wind ®''11 30 Us•'I' 1.000 1.0 D + I O CG+ 1.0 WPB I + 1.0 UJ D + CG + WPB I + llangar Wind down 31 User I 000 1.0 D + 1.0 CG+ 1.0 WPB2 + I 0 UJ D + CG + WPB2 -r Hangar Wind duwn 1" User I 000 .ti D + 0.6 CU+ 1.0 WPAI + 1.0 UJ D +CU+ WPAI + ~langar Wind dmm JJ User 1.000 1.b D +O 6 CU + 1.0 WPA2 + 1.0 UJ D + CU + WP A2 + I-Ian gar Wind i.I0\\11 34 Usc.T 1.000 1.6 D + U.b CU+ I .Cl WPBI ... 1.0 U3 D +CU+ WPBI + Hangnr Wind du1\11 35 lJsc.T 1.000 1.6 D + 0.6 CU+ 1.0 WPB2 ..,. 1.0 UJ D +CU+ WPB2 +Hangar Wind do1m 36 Us..'I' (.000 I.II D + I 0 CG+ 0.75 S + 0.75 WPAI +ll.75 UJ D +CG+ S + WPAl + llangar Wind own 37 Us..T 1.000 I.OD + 1.0CG+0.75S+075 WPA2+0.75 UJ D +CG+ S + WPA2 + Hangar Wind own 38 User 1.000 1.0 D + 1.0 CG+ 0 75 S + 0 75 Wl'IJI + 0.75 U3 D +CG + S + WPIJ I + 1-lang:ir Wind duwn 39 User 1.000 1.0 D + 1.0 CG+ 0.75 S + 0.75 WPB:? + 0.75 W D +CG + S + WPB2 + Hangar Wind own 40 User 1.0011 1.0 D +I OCG + 1.0 WPAJ + l .O U2 D +CG+ WPA I + Hangar Wind up -II Us~r 1.000 1.0 D .. 1.0 CG+ l.O WPA:? + 1.0 U2 D +CG+ WPA2+ Hangar Wind up 42 Us~r 1.000 I .OD ,. l .OCG + 1.0WPBI +1 .0 U2 D + CG + WPB I + Hangar Wind up -13 User 1.000 1.0 D + 1.0 CG + I JJ Wl'B2 + I .0 U2 D +CG + WPB2 + Hangar Wind up -14 User 1.000 .(1[) ... 06CU + t.OWPAI + l.OU2 D +CU+ \VPA I + Hangar Wind up 45 User 1,000 l.6 D + 0.6 CU+ 1.0 WPA2 + J .U U2 D +CU+ WPA2 +Hangar Wind up 4(1 User I.I)()() J.6 D .,. 0 (1 CU + 1.0 WPBl + 1.0 U2 D +CU+ WPB2 +Hangar Wind up 47 User 1,00() J,6 D • 0 .6 CU + 1.0 WPB2 .,. 1.0 U2 D +CU + WPB2 + Hangar Wind up 48 Us~r 1.000 1.0 D • 1.0 CG + 0.15 S+0.75 \.\PAI +0.75 U2 D +CG+ S + WPAl +Hangar Wind P -19 User 1.000 1.0 D ... LO CG +0.7 5 S + 0.75 WPA2 + 0.75 U2 [)+CG+ S + Wl'A2 +Hangar Wind up 50 lls1.T 1.000 I .o D + 1.0 CG + 0.75 S + 0.75 WPBI + 0.75 L12 D + CG + S + WPB I + H:mgur Wind up 51 Us1.'I' 1.000 I ,0 D .. I .U CG + 0.75 s + 0.75 wre2 + 0.75 U2 D +CG+ S + WPB2 + llnngnr Wiml up 52 Us.:r 1.000 1.0 D +I OCG + l.O \VPCI + 1.0 UJ D +CG+ WPCI +Hangar Wind dmm 5.l U:;cr 1.000 I ,0 D t 1.0 CG + I .fl WPC'2 + l .O UJ D +CG + WPC2+ I fangar Wind down 5-1 User 1.000 1.0 D +-1.U CG + 1.0 Wl'D l + 1.0 UJ D +CG+ WPDI + lfongar Wind <kmn 55 llscr 1,000 1.0 o + 1.0 CG + 1.0 wro2 + 1.0 U3 D + CG + WPD2 + Hangur Wind duwn 56 User 1.000 l,6 D ... 0 .6 CU + I.Cl WPCI + 1.0 UJ D +CU+ WPC I +Hangar Wini.I du'm 57 User J ,000 J.<1 D -0 .tiCU + 1.0 WPC + l .OU3 D + CU + WPC + Hangar Wind dmm 58 Us.:r 1.000 .6 D + 0.6 CU + 1.0 WPD I + 1.0 U3 D +CU+ WPDI +Hangar Wind J,mn 59 u~r l.000 1.6 D +0.6 CU + 1.0 WPD2 + 1.0 U3 D +CU+ WPD2 +Hangar Wind dm\l\ 60 User 1.000 1.0 D ... l.OCG + 0.75 s + 0.75 WPCI T 0.75 UJ D + CG + S + \Vl'C I + llangur Wmd luwn 61 Uocr 1.000 I ,0 D + l.OCG + 0.75 s + 0.75 wrc:! + 0.75 U) D +CG + S + WPC2 + H;ing-.ir Wind own (12 User 1.000 J.O D + l.OC:G +0 .7 5 S + 0.75 \VPDI .,. 0.75 UJ D +CG+ S + WPDJ +Hangar \Vmd o\\'n 6J Us~r 1.000 1,0 D t I .OCG + 0.75 S +0,75 WP02 + 0.75 !]3 D + CG + S + WPD2 + Hang~r Wind !own File: Ritle I li!ngar Version: 2015 .l a Varco Pruden Buildings is a divi si on of B!ucS copc Buildings North America. Inc. Desig11 loatls a11d Reactio11s 15-007403-01 Date: 8/14/2015 Tlmc:02:47 PM Page: 7 o f84 IM Us..T 65 Us.:r 66 Us.:r ~7 UM.T 68 U..:r "9 l lSl.'1' 70 lls~r 7 1 User 1~ User 73 Usu 74 lJSl.'1' 75 76 7 7 i S 19 Ill.I IC! II:? K3 K4 85 116 117 !CK 11'1 ')0 ')I •n 93 94 '>5 96 97 'lll '}') 100 101 IO:? IUJ 104 105 l(J<1 J07 IOR 1119 1w 1 111 112 113 114 115 I Hi 117 1111 119 1211 J2l 122 123 124 125 126 127 User Sy>IL'lll Sys1em Sys1em System Syst.1n Svskm SVi.tcm Syst•'lll Sy,1cm S}'SIL1ll Syst•in System Svi;t•m Svsl•m Sy>IL'lll SyslL'lll Syst..111 System System Svi<km Syi.km System Sysi•m Sys1cm 5}SIL111 Sy ~tem S\~IL1U s~~•cm <;ys1em Sy.1em 'i}~L111 S}'llL'lll SySIL'lll Sy>t•·m System D,'l'ived Sy>lem Dcriv•'tl Sys1em Derived ~)-.tem Dcri\ cd Sy>tcm Dcri\etl Sy.tern D•'l'iwd S}»IL'lll Dl.'l'iH.J sy.i.111 0..'f iv .. oJ <;v st.111 fkriv,oJ s;·,t\.1ll 0..Tiv<.'tl System Dcnwd Sy~tem Dcnwd Sy>IL'lll Dl'l'h"l'tl S} >lem D•'l'i\ L'tl System DLTiwd Sy>t.:m D,Tj\·,.J Syst•m lkri\'cd System l>L'flH"\I I de. Rillc Hang ar IJMIO 1.0 D + 1.0 CG+ 1.0 WPCI + I.II U2 I 000 I 0 D + I 0 C(j + 1.0 wrc2 + I 0 tJ2 I 000 1.0 D + 1.0 C'G + 1.0 WPOI + 1.0 U2 1.000 I O D + 1.0 l'G + I .II WPD:? + I 0 UZ 1.1)()(1 .6 0 + 0.£1 l'U + 1.0 WPCI + 1.0 U2 1.000 1 1> o + o.6 cu + 1.0 wrn + 1 .o u2 1.000 1.6 D + 0.6 CU+ 1.0 WPDI • 1.0 U2 1.000 l 6 D + 0 (1 CU+ 1.0 \VPD2 +I.II U2 1.000 1.0 0 +I o CG + 0.75 S + 0.75 WPCI + 0 75 U2 1.000 1.0 D + 1.0 CG+ 0 .75 S • 0 .75 Wl'l'2 + U.75 U:! 1.000 l .OO+J.OCG+07SS •0.7SWPDI +0.75U2 1.000 1.0 D + 1.0 CG + o .75 S + 0.75 Wl'D2 -0 .75 U2 I 000 1.000 1.UOO 1.000 1.000 1.0011 1.000 I 000 I 000 l .(KIO l.IJIHI I 000 I l .0fl0 . I 000 1 000 I 000 1.000 1.000 l .UOO 1,111111 l,IKHI I 000 I 000 1.000 1.000 1.000 1.000 LOOO 1.000 1.000 1.011() 1.000 1.000 I 000 IJIOO I 000 I 000 1.000 I 000 1.000 LOOO 1.0011 I 000 I 000 1.0()1) 1.000 1.000 l.OOU l 0011 1.01111 I 000 UKIO 1.0 0 + I 0 CG + 1.0 SMS · 1.0 0 + 1.0 l'u + 1.0 <SMS 1.0 0 + 1.0 CG + 1.0 S,. .. 1.0 SO 1.0 D + J.0 CG .. I 0 s~ + 1.0 SS LO D + J.0 CG+ 1.0 <..S +1.0 SO I 0 D + 1.0 CG + 1.0 • S .,. 1.0 SS 1.0 O + 1.0 CG + 1.0 USI • 1 o o ~ 1.0 C'<i .. 1.0 •us1 I 0 D t I 0 ('(i + 1.0 l'FI 1.00 .. 1.on;+ I fll'FI 1.0 0 + I.II CG + I 0 rm I.II D + 1.0 CG + I 0 1'111 1.0 D + I O Cu + 1. + I .Cl l'G + I .fl l'F2 l.(I 0 + I.ti CG + I 0 PF:? I.ti D + 1.ll CG + 1.0 WI > 1.0 D + I O CU + 1.0 <-WI I.II 0 + 1.0 CU + 1.0 W2 ,. I 0 D +I 0 CG + l.<hW2 60 +06CU 1.11\VI > 1.6 0 + 0.6 l'U + I ti c. WI 1.6 D + 0.6 CU+ 1.0 W2 > > <1 D + fl.<t CU + 1.0 < W2 'I.II D+ l.OCG +0.75 S +0 .75 WI· 1.0 D + I.Cl CG + 0.75 S .,. 0 .75 <.\VI I 0 0 + I 0 CG+ 0.75 S • 0 .75 W::?'> I OD+ I OC + 1.0l'G +0.7 E~ + 0.7 E<.i+ 1.0 D + 1.0 (.'(j + 0.7 -::E + 0.7 EG+ l.6 0 + O.C• CU+ 0.7 E> + tl .7 E<i- 1.<1 0 + O.C1 CU+ 0 .7 < E + 0.7 ECi- 1.0 0 + 1.0 CG+ 1.0 WPAI I 6 D ... 0 6 CU • 1.0 WPA I I 0 D + 1.0 CO+ 0.75 S • 0.75 WPA I I.II D + 1.0 CG + I fl WPD l 1.6 [) + 0 .6 l'll + I.ti WPO l I .fl o ... l.OCG + 0 75S+11.75 WPOI 1.00 + J.OCG + I OWf'A::? H• 0 • fl (1 CU + I.II WPA2 1.0 D+ I on; f'-0 .75 s -0 .75 \\'PA:? 1.0 D + I 0 CG + UI WPD2 .6 0 + O.C1 <:U + I JI Wl1D:? 1.0 [) + 1.0 <:G + H.75 S -+ 0.75 Wl'I.>:? I.II D + I.II C<i • I 0 WPB I 1.6 () + 0.6 CU t 1.0 WPJU l.O 0 +Io CG • 0 .75 S -0.75 \Vl'BI 1.0 D • I.Cl CG · I.ti \\PC I ~1(1 D • 0 6 CV+ I 0 WP('J 11.0 D . I.II CG+ 11.7 ~ s T 0 .75 Wl'l'I V;n co Prud en Bu ildings is ;1 div ision o f Blue scop e Buildi ngs Noirlh A111t!1·ic;1, Inc . ~D +CG+ WPCl + lhmgar Wind up D + CG+ WPC2+ H:mi;ar Wind u1• :o + C<i + WPDI + Hang;1r Wind up 1o + CG + WPD2 + 1 lani;ar Wind up 10 ., CU + Wl'C I + llan!Pf \Vind up ID CU .,. wrc2 + ~lani;ar Wind up D • CU + \VPD:! + Hangar Wind up D ... CU .,. WP02 + Mangar Wmd up D ... CG + S + WPC I + llangar Wind up D +CG + S + \Vl'('2 + I langar W111d up D ..-CG+S+WPDI +H.m?Wmd 1p 0 +CG+ S + WPL>:? + llnngar Wind I' .,. CG+ SMS> >+CG+ -SMS D +<:G + s .... + SO D +CG+ S>+ SS 1 0 +CG + "-S +SD D + CG+ •.S+SS O +CG + us1• D •CG + •lJSI D ... CG+ PFl 1Spa11 I J 'D ... l'G + l'Fl(Span 7) jo -CG + PHl(Span I) 1D •CG + rHl(Sp3n 7) D + CG + PF2-rancm I D ..,. CG+ PF:?· J'~llcm 2 D + CG + PF:?-Pall•m 3 D + CG + PF:?-P•llt•m 4 D + l'G + l'F2-l'all•Tn 5 D +CG + l'F2-Patt.:m 6 D +CG+WI" +CG+~W I +CG+W2=> +CG+• W2 + CU +\Vl :- +CU+<\V I D+l'U+W:?..- 'o +CU "W2 'o + CG + S + \\'I > D +CG+S + WI p + CG + S + W2> D + C'G + S + ,.. \\':? D ... l'G+l:··+EG+ D + l'G + "E + C:G+ D + CU + E:· + EG- O + CU + ~ E + EG- L>+ CG+ \Ii PA I D + CU Wl'AI D +CG + S + WPAI D+CG+ WPDI D+ CU+ \Vl'DI D -CG +S i-\\'POI D ..-CG + \VP1\2 D •CU +WPA2 D +CG+ S + Wl'A2 D+ C:? D + CG +\VPB I D .. CU +WPBI 0 • CG + S + V. PB I o ... c G+\\JiC I D.,. CU -WPC I D -CG + S + Wl'll v~r:-1 00 : 201 5.J a Design loads a11d Reactio11s 15-007403-01 Date: 8(14/2015 Timc:02:47 PM Pngc: Ii of 84 128 129 BO 1.11 132 133 134 135 13Cl P7 Sys1~111 D~"l'iwd System Derived System Deriwd Sysrem Derived System Dcri\"cd S;·stem DL•rh L'll SyslL'lll DL·rhL'll SystL"lll o~"l'ivcd System D~"l'iv~'ll Svstcm OLTiVL'tl I .ODO 1.0 D + 1.0 CG + 1.0 \\ PB2 l .000 0.6 D + 0.6 ClJ + 1.0 WPB2 l.000 1.0 D + 1.0 CG+ 0.75 S -+ 0,75 WPB2 l .000 l .0 D + 1.0 CG + l .0 wrn l.000 >.6 D + 0.6 CU+ l.O WPC2 1.000 1.0 D + 1.0 CG + 0 75 S + 0.75 WPC! 1.000 1.0 D + 1.0 CG .,.. 0 .7 EB>+ 0 7 EG t- l .000 l.<1 D + o.c. CU+ 0 7 EB>+ 0,7 EG · I .OIJO 1.0 D + 1.0 C:G +0.7 •.EB+ 0,7 EG1' l 000 0.6 D + 0 6 CU + 0.7 •'EB + 0.7 EG· Dcsltm L1111d C<1mbln11thms -Br11cln1? No. Ori I? in factor An11lica1ion I System l.000 l.O D + 1.0 WPAI 2 S}stcm l.000 1.0 D + 1.0 Wl'Dl 3 System l.000 1.0 D + 1.0 WPA2 4 System 1.000 1.0 D + 1.0 WPD2 s System I.ODO 1.0 D +I.CJ WPBl 6 System 1.ono I.OD+ 1,0\Vl'Cl 7 System 1.000 l.O D + 1.0 WPB2 8 System l.000 1.0 o + 1.0 wrc2 9 System l.000 l.O D + 0.7 E> IO System 1.000 l.O D +0.7 <E II S}>lem DLTiH-J 1.000 1.0 D + 1.0 CG + l.O WPA l 12 SystL'lll DL'liH-J 1.000 1.0 D + l.O CG + l.O wro I I) System Dcri\'cd 1.000 1.0 D + 1.0 CG+ l.O WPA2 1-i Syslcm Derived 1.000 1.0 D + l.O CG + l.O WPD2 15 Syslcm Derived l 000 l.O D + I 0 CG + l.O WPB I 16 Syslcm DcrivL'll l.000 l.O 0 +I 0 CG+ 1.0 WPCI 17 Sysrcm Dcri\'cd 1.000 1.0 D + 1.0 CG + 1.0 WPB2 111 Sysiem DL-riH'li 1.000 1.0 D + 1.0 CG + LO WPC2 19 Sysiem DL-rin'tl 1.000 1.60+0.6CU+ 1.0WPAI 20 SyslL"lll DL'l'ivL'll 1.000 0.(1 D + O.t> C:U + 1.0 WPDI 21 Syslcm D~"l'iv.:d l.IHIO l.<1 D + 0.6 C:U + 1.0 WPA2 ~~ Sysicm DL-riVL'll l.000 I0.6 D + 0.6 CU + 1.0 WPD2 -- 23 Syslcm DcrivL'll l.000 I0.6 D + 0.6 CU + 1.0 WPBI :!4 Sysrcm Dcrh·cd \.000 0.6D+0.6CU+ l.OWPCI 25 System DL'fin'll 1.000 1.6 D +0.6CU + l ,OWPB2 26 Syslem DL-rin'tl 1.000 1.6 D + 0.6 CU + 1.0 WPC2 27 Syslcm DL'l'ivL'll l.IHIO 1.0 D + l.OCG + 0.75 S + 0.75 \VPAJ 211 Syslcm DL'l'ivcd l.000 1.0 D + l.O CG+ 0.75 S + 0.7S Wl'Dl 29 Syslcm DcrivL'll l.000 l.O D + I .OCG + 0.75 S +0.75 WPA2 JO Syslcm DcrivL'll 1.000 I.OD + 1.0CG +0.75 S+0.75 WPD2 JI S>·srcm Dcri\'L'tl l.000 1.0 D ~ l.OCG + 0.75 S +0.75 WPBI 32 Sysrcm Dcri\"ro l.000 l.O D + l.OCG + 0.75 S +0.75 WPCI 33 System DL'fin-J 1.000 1.0 D + l.OCG +0.75 S + 0.75 WPB2 34 Syslcm DLTivL'll l.OllO 1.0 D + l.OCG + 0.75 S + 0.75 WPC2 35 Sysicm Derived l.0110 1.0 D ~ l.OCG +0.7 E> + 0.7 EG+ 36 Syslcm DcrivL'll 1.000 l OD + 1.0CG+0.7.::E+0.7 EG+ 37 Sysrcm DcrivL'll l.000 !1.6 D + 0 6CG +0.7 E> + 0.7 EG· Jl! S\·srcm DcrivL'tl 1.000 0.6D +0.6CG t0.7<E+0.7 EG- Desh!ll Lond Cc1mblnallnns • Purlln No. On~m F.ictor Anni ica1ion I Syslcm 1.000 l .O D + l.OCG +I.CJ SMS 2 Syslcm l.000 1.0 D + 1.0CG +I.Cl S + 1.0 SD 3 Sys!Lm 1.000 LO D + 1.0 CG + 1.0 S + t.O SS 4 SyslL'ITI 1.0llO 1.0 D + 1.0 CG + 1.0 US l • 5 Sysrcm 1.000 l.O D + l.OCG + J.0 •us1 6 Syslcm l.000 I.OD+ 1.0CG+ l.OPFI 7 Sy.rem l.000 1.0 D + 1.0 CG+ 1.0 PFI 8 Sys1c111 l.000 l.O D + 1.0 CG + J.O PH I 9 S>'SIClll 1.000 l.ll D + 1.0CG + 1.0 PU! JO SystL"lll 1.000 1.0 D + 1.0 CG + 1.0 Pf2 ll Sys!Lm 1.000 1.0 D + 1.0 CG + 1.0 Pf2 12 System 1.000 1.0 D + I.II CG+ 1.0 PF2 13 Sy.rem l 000 l.O D + 1.0 CG + 1.0 Pf:! File: Ritlc llangar Varco Pruden Buildings is a di visi on orBlueScope Buildings North America. Inc. D +CG+ \\'1'82 D+ CU +WPB2 D+ CG+S+ WPB2 D+ CG +WPC2 D+CU+WPC2 D + CG + S + WPC2 D +CG+ EB>+ EG + D +CU + EB >+ EG · D + CG+ <EB+ EG + D + CU + <EB + EG· Dc:><;rintion D+ WPAI D+ Wl'Dl D+ WPA2 D+WPD2 D + Wl'Bl D+WPCI D+ WPB2 o+ wrc2 D+E> D+<-E D+CG + WPt\I D+CG + WPDI D+CG + WPA2 D+CG+WPD2 D+CG+WPBl D+CG+WPCl D + CG + WPB2 D+CG tWPC2 D+CU+WPAI D+CU+WPDt D+CU+WPA2 D+CU+WPD2 D+CU +WPBI D+CU +Wl'CI D+CU +WPB2 0-+CU +WPC2 D +CG+ S + WPAl D + CG + S + WPD I D + CG + S + WPA2 D +CG + s + wr02 D+ CG+ S+WPBI D""l'G + S+Wl'CI D + CG + S + WPB2 o +ca+ s + wrc2 D + CG + E> + EG+ D +CG+ ·'.E + EG+ D + CG + E> + EG· D +CG+ <E + EG· Dc:.crilllion D+CG+SMS D+CG+S+SD D+CG +Si-SS D+CG +Ust• D+CG + •usJ D +CG + PFl(Sp:m I) D +CG + PFl(Sp:m Cl) 0 +CG+ PMICS113n I) [) + l'G +PH I CS113n 61 D +CG + PF2· Pattern I D *CG • PF2· Pancm :! D + CG + Pf2-Pa1tcn1 J D CG + Pf:!· Pattern 4 Version: 2015 .1 a V;7 a7aBI Desig11 Loads a11d Reactio11s 15-007403-01 O;tte: 8/ 14/2015 Time: 02:4 7 PM Page: 9 of84 I 14 System l.IJOO 1.0 D + I.Cl CG + 1.0 PP- 15 System I 000 I 0 D + I 0 C + o.6 cu+ 1.0 w1 ·,. 18 Sys1.in 1.000 U.6 D + 0.6 l'U + 1.0 < W2 19 Syst•'lll 1.000 I ()0+ l.OCG+07~s .. o.75WI :- 20 Syst•m 1.000 I 0 0 + I.Cl CG+ 0 75 S + 0.75 -<.W2 21 Sys1cm Dcrh·cd l .IJOO I OD+ I OCG+ 1.0Wl'AI 22 System Derived l .IJOO l.6 D+4U1CU + l .O WPAI 23 S)l}lem o.'liwd l 000 I 0 D + I 0 CG+ 0. 75 S + 0. 75 WM I 24 Sys1em Dcm·al l.<IClO I.II D + 1.0 l'G + 1.0 Wl'DI 2~ Syslcm Dcm·c'tl J.000 l.b D + 0.6 l'U + 1.0 Wl'D I I 26 'iplcm Dcnvc'\I l .OUIJ I.OD+ l.OCG +O 75 S • ll.75 WPDI 27 Sy,1cm Denn'\! 1.000 1.0 D + 1.0 CG + I 0 WPA2 2lt System o,,.jvcd 1.000 JJ>D +Cl(1CU + 1.0WPA2 2•> Syst.~11 O,'ti\•-d 1.000 1.0 D+ l.OCG +0.75 S -0.75 \VPA2 30 System Dcrin.'ll I 000 I 0 D + I 0 CG + 1.0 WP02 31 System Dcri\·,-J 1.000 1.6 0 + n 6 l'U + 1.0 Wl'D2 J2 System Dcri\Cll LIKIO l.O 0 + 1.0 l'C... + 0.75 S ,. IJ .7 ~ Wl'02 33 Sy>lc'lll Ckrh c'tl IJKIO I I) D + 1.0 CG + I 0 wre I 34 S}.tc'fl1 o,-riv,..i l.000 1 <> o + o.'1 cu + 1.0 wre 1 35 Syst•'lll 0.'fi\','\I 1.000 LOU + 111CG+0.7~ S + 0.75 WPDI 311 Syst,in [),'fil'•'tl 1.ono I 0 D + 1.0 CG + 1.0 wrc1 J7 Svs1cm o,,;v~-d I 000 111 0 + () 6 CIJ + 1.0 \VPC'l :\ll SvMcm D..:riwJ I 000 too + t o CG + o.1s s . o.75 wrn ·"' System Ocri\·Cll 1.000 1.0 L> + I O l'G + I o Wl'02 40 S)stc'lll Oc'fin'tl 1.000 11.6 o + o.n c u + 1.0 wr02 41 Sy,tcm D•'l'in'll UJOO IJ IO + l .OCG +075S +0.75WPB2 42 S} st,•m o,,.iv,-J l.000 1.0 D + IJICG + 1.0 \\·l'C2 43 S}stem o,.,iwd 1.0llO !I (1 D + O,h CU + l o Wl'C! 44 Sy~tcm DcriwJ I 000 1 o D + 1 o rG + o.1s s t o 75 w rcz 4S Syi.tcm D~Ti,·eJ I 000 I o 0 ~ I 0 cc;+ 0.7 FB :-+ 0,7 ECi + 46 Sy~tcm Dcriu'tl 1.000 lt.ll •Uf>lU +0.7CB·· t 0 .7 EG· 47 System Dl.'fi\·,..i 11,0CIO I 0 0 ~ 1.0 CG + o 1 Ell + 0 .7 [G + 41! <;,,1cm Dc'l'IH'tl l.000 l.<1 0 + O.t'> CU t 0.7 EB + 0.7 l!G- Oesfl!n Lu11d Cumblmllluns -Girt No. Oril!in F:1c1or 1\rmlicatiun I lJS<.'f l.1)00 1.0\\'I H IO U4 2 U!K.T l.llUll J.O .: W2 + Ul U5 3 Sy•tcm l.01111 I.OWi > 4 Sy.tem I 000 1.0 <.\V2 ~ S)>l cm 1.000 0.7E> ,, Svstcm LIKIO 1.7 ...:[ 0 I L dC 11 C!ll!ll 1111 01111 nut •ms· R f P 00 ... moe No. Ori!-!in Factor Application I Sys1,·111 UHIO 1.0 D + 1.0 SMS 1 System l.000 l.O D + 1.0 S + 1.0 SD 3 System J.000 1.0 D + UI S + J.O SS 4 SY!'tem l .IJOO 1.0 D + 1.0 US 1 • s System 1.000 1.0 o + 1.0 •u s 1 6 Sys1cm 1.000 1.0 D + 1.0 -:W2 7 Svstem 1.(100 ~.6 D + I .OWi :- lh·sl n l.u:td C11mblm1l1011s -WulJ • l':rnc_I A lica1ion I Sy,tem I 000 1.0 WI ·· 2 5 stem l.000 1.0 ~W2 O~lkcllon Loud C'11mbl1111lle11s -Fri11uh11 Nu. Orie in f;1ctnr Dcfll DcfV Aoruication I Systcn1 1,()(1() 0 ll<O I UL 2 Syst.:111 1.000 0 ll<O 1.0 S:VIS 3 ~ysi~1n 1.000 (>II ll!O 1)7 WI > ~ Si-'>tcm I 000 (ll) lHO 1.7 •\VI 5 S!J ~t~'l11 1.000 '111 180 J.7W2· r II .. R 11h: lla nga r Va rco Prud en Bu ilJ ing s is !\ division or BlucSco pc Built lings Nortl1 J\m..:rica. Inc . 'D +CG + l'P--1''1Ucm 5 D+ CG + WI > D+ CG+•. W2 o+cu .,.w1 - o + l'U T .-w2 O +CG + S +WI ~·· D +CG+S+<W2 D +CG + \\'PA I D+CU+Wl'AI ID +CG +S +WPAI :0 + ll.i + WPDI D+l'U +WPD I D + CG + S+ wro1 .g :~~: ~~~~ ll h CG + S + WPA2 lo • CG + \\'Po:? L> .. l U -WPD'.? L> •CG + S .. WPD2 D • CG .. wra1 D + CU • WPBI u .,. cu + s + wru 1 D + CG + \\.rCt D+ (lJ · WPCI D + CG + S + Wl'C I D + l'G + WP02 D +CU • WPB2 o +CG t s + wraz [) -CG + \\ l'C2 o ... cu+wrc:? o + CG + s • wrn 'D +CG + EB "~ EG + D + l'U .,.. EB~ + EU- D • CG+ <.EB+ EG+ D + CU + • f:B + EG- 1w1 .. -W2 WI -· \\'2 I> £ D +SMS D +S+SD D +S +SS o + us1• o + •us1 D + <W2 D +WI > WI > <..W2 L SMS \\'I • \\-! W1 • V..:r~t on : 20 15 . I•• DcscriPtion Oc:.c:ription Dc .c:ri mn Dl.'l'l:rilltiun v;7 Imm Design Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time: 02:47 PM PnJ?e : I 0 of 84 h System l.000 60 1110 U.7 r.\V:? 7 Sv slcm DLTl\L'\I LIKIO (>() IKO J.7\VPAI K Svs1cm Dcri"'-"' 1.000 60 180 J.7WPDI 9 System Dcri\<.'<l l.<1<10 60 180 1.7 WPA2 10 S}stcm Dcrh .. 'll 1.00(1 Ml 180 1.7 WP1>2 11 System D<.Ti\'ed l.000 60 IMO 0.7 \\rBI 12 System O .. Ti\·cd I 000 60 1110 0 7 \\PCI 13 System Dcriwd 1.000 (1() 1110 0.7Wl'B2 14 System DcriR-J 1.000 (1() 1110 0.7 Wl'C2 15 System 1.000 10 0 l .O E:-+ 1.0 EG · 16 System 1.000 to () l.O <E + l.H EG · 17 Sysicm Dcri\ <.' 111 System Ocrfr•-d 1.000 )() 0 l .O<EB t~n .. •ctlun Loud Cumblnutlons -Purlln Nu . Om: in Factor Dcllcc1111n Application I SvslL'ITI 1.000 1110 l.O Sl\IS 2 Sys1<.m 1.000 1110 0.7\Vl > 3 Svstcm 1.000 180 ).7 <W2 OeOccl1011 Load Combinations -Girt No. Onitm f111:1or Dclkaiun Aflfllic;itiun I Us..'1' 1.000 90 ~>.7 WI >+ 0 .7 U4 2 Us..1' f.()00 90 i1.1 <W2+0.7 us 3 System l.000 91) '>.7WJ > 4 Syslcm 1.000 •JO ~1.7 <W:? 5 Syslcm 1.000 '10 ~1.5 E" 6 Svst<.m ).000 90 ~.5 .. E Dcnccllon Lund C11mblnull1ms -Roor • P1111cl No. On •in Faclor Dcfll Def V l Svslcm 1.000 60 60 1.0 SMS 2 svs1 .. m 1.000 60 60 0.1 .-..w2 Loud Type Dcscrlpllon! D Malcrial Dead We ight c CG Collat.:ml Lo:iJ for Gr.I\ ity CasL"l. cu L Roofliw Lo;ul ASL• "ASL Alt<.'t'll;11C Span Live Luad. Shill•>d Lcll PL:? i..~ Live· Nutiunal Right ..:L s Sn ow Load l!SJ• •us1 Unbalanced Sno\\ lo:id I. ~11iftcJ Left us2• •us2 llnhalanm1 Snow Load 2, Shifkd ldt SD SS Sliding Snow Load RS l'FJ l'artial Loa<I. Full, I Span 1'111 l'F2 Partial Loa.I. full, 2 Spans Pll2 s:-Snow· Notional Right ... s SMS Sp.:cifkd Min. RnofSnow SM S> <SMS Sp.:cifkd :.1in Roof Snow· Notional Left PSI PS2 Partial Load. Half Span 2 w w1 :.. Wind load. Cru;c I. Righi <WI W2 .,, Wind Load, Case 2, Right <.W2 W3 '> Wind Lood, Case 3, Righi .. w3 W4 > Wind Lo;id. Case 4, Right ··W-t WS ;. Wind Lo-Jd. Case 5. Right <\\.5 \V6:.0 Wind Load. Case 6. Right "" ,, wp Wind Load , ParJ IM 10 Ridge WPR WPL Wind Load, l Ridge. Left WPAl WPA:! Wmd Parallel · Ref A. C'as.: 2 \\'POI WPB:! Wmtl l'ar.illd ·Ref B. Case 2 WPCI WPC2 Wind Par.illcl • RcfC. C:1i.c 2 \\POI wro2 \.\'ind Par.11lcl • RcfD, Ca.c 2 \\Bl " <WBI Wind Ur.ice Rc:ic!ion. Case l. Li.:ft WB2 '> <WB:! Wind BrJce Rc.tLtion . C'ui.c 2. Ldl WB3 > <WBJ Wind Brace Reaction. Cusc '.Lei\ WB4 > <WB4 Wind Brace R.:acllon, Cas.: 4. Left \VBS > <WBS Wind Brace Reactmn, Case 5. Lei\ WBl1 ~ File : Rille I lnngar Varco Pruden Buildings is a division of Bluescope Buildin!,!S North America. Inc. CullutcrJI load <\\.2 WrAI wro1 WPA2 Wl'D2 \\PBI wrc1 WPB:? WPC? E> + EG· l<E ., EG · EB> -.es ~MS WI > ,.:.\\. 2 Wt > ,w2 WI :> <.W:? E.'> -..E SMS •W2 Oc'<Cril)lion 0..."Cn~ion Dc!>Cri tion Culluti:rJI Lo:td for Wind Ca.cs Ah<.'f113ti.: Span Liv.: Load, Slnftcd Right Partial Live. Full, 2 Spllls Livi.: • No1ion;1J Lett Unbalanced Snow Lllacl l. Shifted Right Unh:llanc<.-d Snow Lnad :!. Shifted Right Snow Drill Luad Rain Sun;hargc Luad Partial Loa'~ Half, I Span 1':1rtial Loa'~ l·falf, 2 Spans Snow • Notional Lei\ Sr•'l:iticd Min. Roof Snow· Notional Righi Partial Load. lfalfSpan I WindLuad Wmd Luad. Case 1, Lcll Wind Load. Case 2. Left \\ ind Load. Cns~ 3. Lett Wind Lnad, Case 4, lei\ Wini! Load, Case S, li.:fl Wind Load. Case 6, Li.:ft Wind Lo:1<1. Rid~c. Right Wind Parnllcl -Ref A, Ca.c I \\'md Parallel· RcfB, Case I \\'md Parallel· RcfC, Ca:;c I Wmd rar.illd • Rd'D, C:1sc I Wind Br.11.:c RL-:tction, C'n:ic I . Righ t Wind Br.ice Re:><;ti1m, Case 2. Ril!lll Wind Br.ice Reacti on. Ca.c J, Ri~ht Wind Bmc Reaction. Ca.c 4, Right Wmd Ur.ice Rcaciion, Case 5. Right Wmd Ur.ici.: Rcacti<>n, Case 6, Right Vcr5ion : 2015 .la Design loads a11d Reactio11s 15-007403-01 Date: 8 / l4/20l 5 Time:02:47 PM Page: H i>f84 ·--WB6 MWB E > rn EU- ~EB FL" FD AL• ... ·:AL• A L* A L*:;..(I) ~AL"(ll AL•(J) AL 0 >(2) ""'AL•(:?) AL"(2) AL~~(3) <:AL 0 (3) AL•O> AL 0 ~Hl ·=AL*(4) AL •(4) AL *'>(5) ..,AL 0 (5) AL"(5) ALB «=ALB ~WALB ·=ALBO) ~WALB(ll "ALB(:!l <WALB12) <'.ALB(J) .:WALB()) ,,ALB(4) ·=WALD(4) ·:ALB15l • \\'ALB(5) AD U1 UJ u ;; U7 l J'J UBI llBJ UB5 UB7 UB9 T Wind Brace Reac11011. l'asc 6, Left Minimum Wind BrJcing Re:1c1irn1 Seismic Loml. R1yht Vcn1l·al Scis111ic Effect Vcnical Seismic Elfo.'t, Suh1rac1ive Seismic BrJcc R~MJction. Lell Altema1c Span Floor Li~'l: Load. Shitkd Right Fluor Dead Load 1\uxiliary Liw Load, Righi, Righi 1\UJi iliary Live LoaJ, Left. Righi Aux tiw, Ri111u Auxiliary Li~e Ll1a1t. Righi. Ri1!11t. Aisle I Auxili:irv Liw Load. Li:tt . Ri !!hL Aisle I Aux Liv~. Right. Ais!ct l • 1\11:1:iliary Lh-c Lood, Righi, Right. Ah.Jc 2 Auxilial'}-Lh·c lood, 1..ctl. Rishe. 1\is!e 2 Au:\ Liw. Right, Aisle 2 1\uxiliary Uvc Loatl. Righi. Rtght. Ai ~e J Auxiliary Live L\1aJ, Left, Right, Aisle J Aux Live, Right. A~le J Auxiliary Li\"c Luad. Right. Righi, /\isl.: 4 1\U'I: iliary Live Load, Le tt. Righi. Aisle 4 Aux Uvc. Right. Aisle 4 Auxilfary Live L<r.•J, Right . Righi. Aisle:; Aux ii i;uy Live L<•;ul , Lefl. Righi, A isl.: S Aux Liw, Right, AislcS Au'I: Live Bracing Rcnctiun Aux Liv.: Br.ic ing lkxtion. Left W im~ Aux l ne Drncin~ Rcaclion. Leli Aux Live llracing Rcaciiun. Lcll, Aisle I Wind. Aux Li\·e Brjdng Rcm.'t1on, Lei\. ,\isle 1 Aull Lhc Brjling Rc,1c1ion. Ldl. /\isle 2 Wind. ,\u ~ Live Bra"ng lkJclion, Let!. Ai~le 2 Au'I: li\"C Bm,mg Rcaclion, Lctl. Aisle J WinJ, Au'I: Live Bracing Reacuun , Ldl, 1\islc J Aux Live Bracing Reaction. Left. Aisle 4 Wind, Am;. Liw llracing RL~1ctmn, lcll. Ai~lc 4 Aux l ive Brjdng Rc:u:lion. Le II. Aisle :; Win•l Aux U\·e BrJ~ing Rcaclion. lcll. Ai,le :; Aux1I iary Dead Lo:td Uocr D.:linl'\I Load • I Us-e r Deli nL-d Load • J User Ddinl-d Load • 5 l'o;cr Dcl in cJ Lood - 7 User Dclinl-d L'"'d -9 UsLT BrJce Reaction • I Us..:r Br~ce Rcacli on • 3 U~-r Brace Rea elion • S lJ~'f Brace Reac1i1 w1 • 7 lJM:r Brace Reac1i1 ~1 -<J Temrcraturc Load User ADI lied surface Ln11ds 4 1.u~ul Co11rcl11111lc Sntcm ~ Si Jc Shape lJnils Type Dcs<:riptiun I LN plf U4 ~lu<l Wul1 Win d I LN plf U4 ~lud Wall Win 3 SP 11sf w ddiiinnal Br.icing Wini!: ~ri111arks • EnJ Zone I {Let!) J SP ps f w ddi1iunal Bra~iug Wind , ~rimane" • [n ..:•A L 0 AL 0 AL-·(IJ <-"AL(l 1 0 AL(I) 0 Al>(2} ~·AL(2) •11LC2> *AL-·'3) ·:*AL(3) 0 AL(3) *AL >(-ll <.:*AL(4) */\L{4) 0 <\L>(S) •.0 AL(5) 0 AL(5) ALB ;-. WALB> ALB:>(ll Wi\LU~(I) ALB.>(2) \\ ,\LB ~·(2l .\1.11"-{.l) WALB 'l -'l ALB "(4) Wr\Lll ~C4) . .\LU:-(5l \\',\LB ~(5) WALll l!O U2 U4 U6 UM IJ B UB? l1B4 UB6 UB8 R v fl.hi!! X-Lo1: 40 .<JCJ O'lH 40 .t.ICJ :?O~W.I 40 .00 0;'0.1 40 .00 200;0)"( 4.7J 4 M_;~ 4.73 28 91 1 ~ 4 .73 2!4 'l.'I( .4,7~ -1 /8 !8 4.73 11 1.•:?'( Minim11111 W1nJ Load Sci~mie Load SciJ.mic Load, lell Vertical Sd~n ic Effect. Addit ivc Seismic Bra": Rca,tion, Righi Floor Liw Load Alrcm11t: Span fl,•or U\·e Load. Shill~'d LeO Auxiliary Li\e Load Au.~ iliary li\e Loa<l. Right. Ldl Auxili.iry Livc load, Ldt. Lcll Aux Live. Left Auxiliary Live Loat.l, Righi. Lefl. Aisle I Aux ii iary Liw Lo;kl. Lclt, Lett. Aisle I Aux li\'I!. Lett. Aisle I Aux•lial)' Live Load. Righi, Left, Aisle :?: Auxllial)' Live Lu.~d. Left, Left. Aisle :? Au'I: Live. Lcll. Ai~lc 2 A1111iliarv Lhc LoaJ, llit:hl. Left. A i,J e .l Au:o.iliarr Li\·c Load, Lett . Left, Ai !ol c 3 Aux Liv.:, Lclt . Ahle J Auxiliary Lhe Lo.id. Right Len, Aisl.: 4 Auxiliary Lh·c Luad. Lell . Lcll. Aisle 4 Aux li\·c, Lcll. Aisle 4 Auxiliary live Lwd. Right , Lctl. Aisle 5 Au\iliary Live Load, Ldt. Ldl, Aisle 5 Aux Li l e, Lett, .\i~lc 5 Aux Live Br.icing lkactiun. Right Wind. Aux Li vc Brncins Readiun, Rii:;ht Aux L ivc Urjcmg Reaction. Righi. Aisle I Wind , Aux Liw Br.idng Reaction. Right. Aisle I Aux Live Br.1cm!_! Realli,•n , Right. Aisle 2 Wind, Aux l i\"C Br.idn.: Rc:1 c1 ion. Ril!hl, Aisle 2 .\1111 Live Bracing Rcaciion, Right, Ai;!c 3 Wind. Aux Live Brm:ing Reaction, Ri!,!hl, Aisle J Aux L1w lk.icing React ion , Righi, Aisle 4 Wmd. Aux Live Br..ci11g Rcaction. Right. Aisle 4 Aux Live Br.iung Rcaclion , Righi. Aisle 5 Wind. Au.\ Li\C BrJcing Rcaclion. Righi. Aish: 5 Wmd, Aux L1\c Bra cinl! Rea,lion U!i<:r L>cJiucd Loot! - U<.:r Delinl-..l Load • :? User Dellnl-d load -4 Use r IJctincd Luad -(1 User !Xtin~'<I Luud • 8 User Bru~c R.::1~1 irm USl'T Brace R.::1~1in n • 2 U :"t.'T llrace Rca,1ion • 4 U"'--r DrJcc Reacti on • 6 U~.:t BrJ(I! Reaction • 8 Rai n Lo;1\I Shear Y·L•11: Frm Brc Grt 16 O:i N N y 161H N N y l<•JO.f N N y IMH N N y 3t.i:? ~ N y N J7i2t< N y N 18 .'5/lJ N y N l<d.11 1 N y N Oi(H N y N Pur N N N N N N N N I'. Vers ion : 20 15. I a Pnl Supp. Dir. N N OUT N N OUT N N I IN N N IN N N IN N N IN N N IN N N IN N N IN Varco Pruden BuihJings is a division ofBlucScopc Buildini;s Nor lh America. Inc. Luc. OF OF OF OF OF OF OF O F OF Design Loads a11d Reactio11s 15-007403-01 Primaries· End Znnc 2 (Right) J SP 11sf w Addit ional Bracing Wind: 4 ,73 171!2/6 3712/6 N y N N Primaries -End Zunc 2 (Right) 3 SI' psf w 1\dditional Br.icing Wind: 4.73 19513:8 J62,'6 N y N N Primaries -End Zone 2 (Right) 3 SP psf w Additiunal Bracing Wind: 4.73 195/31!1 0,0"0 N y N N Primaries· End Zone 2 (Right) 3 SI' psf w Additional Bmdng Wind: 4 .7J 28l9/IO 11!/5.'IJ N y N N Pnmarics · Interior Arca 3 sr psf w Adwtinnal Br.idng Wind: 4.73 2819/10 37/216 N y N N Primaries -Interior Ar~ 3 SP psf w Addirion:il Bracing Wind: 4.73 100/(l;() 40i2!0 N y N N Prim:1riL'S • lntcnor Arca 3 SP psf w Adduimul BrJ,mg Wind: 4.73 171/Wi 37/2 '6 N y N N Primarks • Interior Arca 3 SI' psf w 1\ddition:d Bra~ing Wind: 4.73 17112/6 oro.o N y N N Primario:s • hllL'l'inr Arca J SP psf w ~dditional Br.icing Wind; 4.73 4/K18 0010 N y N N Prim:mcs -Interior A~ 3 SP psf w ~dduiun:1I Br.1cing Wind: .U.3 4/818 1615111 N y N N Prim.1rfos -Interior Arc-J 4 LN plf WI> Stud W:ill Wind 41.5t 10()1()/0 1(1/7'0 N N y N 4 DI plf \\ (:> Stull Wall Wind 41.50 1501()/() 1617 •0 N N y N 4 LN plf .:W2 Stud Wal! Wind 41.50 100/010 161710 N N y N 4 LN p\f .-w2 Stud Wal! Wind 41.50 1511i!li0 1617/0 N N y N A LN plf CG JR Heater 12.00 45/0'0 -20 0/0 y N N y A LN pit' CG IR Heater l:?.00 45/0f(J -5210;0 y N N y A LN plf CG IR Healer !:?.00 101/0/0 .2tJ,l).0 y N N y A LN plf CG lR H..:atcr 12.00 10!/0fO -52/(l/0 y N N y A PT p CG Fan 400.00 5912/Cl -wo.o y N N N A LN plf CG Fin: Sprinkler Main n.oo 4;{),'0 ..0/1/0 y N N y A LN plf CG Fin: Sprinkler Mam 32.00 410iO -9410/() y N N y A LN plf CG Fire Sprinkler M11111 32Jl0 410!0 -9410/0 y N N y A LN plf CG Fire Sprinkler l'\'lam 3:?.00 144/0IO -94/0 0 y N N y B LN plf CG IR HcalL'!' 12 .00 49 .'{}/0 -20/0.'0 y N N y B LN plf CG IR lkatcr 12.00 49![)/0 -52/0.U y N N y D PT r CG F:in 400.00 '10/10/0 -4-1/0U y N N N B LN plf CG IR Ho:alL'l' 12.00 1os.·1rn -20/0IO y N N y B LN plf CG IR Hc:ltL'l' 12.0{) ms o,o -52/0/U y N N y B LN plf CG Fire Sprinkler Main 32.00 <illl 0 -9-liO/U y N N y B LN plf CG Fire Sprinkler Main 32.00 14Ml:O -94/0/0 y N N y B LN plf CG Fire Sprinkler Maiii 32.00 146/010 OiOO y N N y B LN 11lf CG Fire Sorinkkr :..t:iin 32.00 14610/0 -9-1/0 0 y N N y File: Rillc I langar Version: 1015.la Vnrco Pruden Buildings is a division ofBlucScope Buildings North America. Inc. Date: 8/14/2015 Time: 02:47 PM Pa~c: I:! of 84 N N IN OF N N IN OF N N IN OF N N IN UF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N OUT UF N N OUT OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N IN OF N N JN OF N N IN UF '1?. --Design Loatls a11d Reactio11s 15-007403-01 Dale: 8/ 14/::!0lS Tinte:02:47 PM Plll!e: B of 84 User Dcnn.-tl frun1c Polnl Louds for Cross Scctlo!li 111 Side Units nw Dcscriptilln Maitl Luci OITS<.1 II urV Su11p . Dir. Cu.:t: Loe. I k UI F:1ll Prutc"ion -J .10 ·' 1/0,( NA NA N DOWN 1.000 IF I p D Brace Point -I.OD 12/(l/( N1\ NA y DOWN J.000 OF I p D Brace l'oinl -I.OD 22/<i/I NA NA y DOWN 1.000 OF 2 I' CG Fire Sprinkler Main,., R1.':it>IR-d From Plane -.\J.U!! 94 0/1 NA NA N DOWN l.OllO OF 3 I' CG Fire Sprinkler Main ..:.·R1.-,;uh·1.-d Frum Plane -J74.2ll 94 0/1 NA NA N DOWN l.OllO OF .. k U l Fall l'rul1.>ttion -J.10 31 .01 N,\ N,, N DOWN l.0110 IF .. p D BraccPoint -1.00 12 '6 '1 N,, Ntl y DOWN 1.0110 UF .. r D BrJcc Point -1.00 22/6.l N . .\ NA y DOWN I 000 OF IOOO k UI F:11l Protection -3 .70 ~2/(i ,I N . .\ NA N DOWN l 000 CL !001 k UI Fall l'rntcct ion -3.70 32/(,/~ N1\ NA N DOWN l.000 CL 1Ull2 k lJ l Full Prukction -3.70 33 llfl! NA N.~ N DOWN 1.000 CL JOU3 k lJ l Full Prutc1.1ion -3.70 33 818 NA NA N DOWN 1.000 CL IOU .. k Ut Full i'rut1."-'tion -3.70 3).2!4 NA N1\ N DOWN IJlllO CL 1005 k UI Fall Proll."-'ti on -3.70 32 7'< N/\ NA N DOWN IJIOO OF User D ~Onctl fr:uuc Linc Louds for Cross ScdlDfl,; 111 Side T\' ic DcS1:r i tion Mn•I Ma•1 Lt1d Dir. Coe[ I Liic. 2 CG Fir.: Sp rinkkr Main --:-Ri::.olwJ From l'Jam: -:?K.70 -:?8.71 •)-1 /0;( DOWN 1.0011 OF ·' CG Fin: S rink k'I' Main-'>Rcsolvcd Fn1n1 Plane -:?8 .70 -28 .7( 94·0/ [)OWN I 000 OF ® ® ® i'IE·tr f i ll:'. Ri llc lla ngar Version: 2Ul 5.l a Varco Pruden Build ings is a div ision of BlucS copc Building ~ Nor th A meri ca , Ju e. I I Desig11 Loads a11d Reactions 15-007403-01 User Denned Frumc Polnl Louds for Cross Sccllon· 9 Side Units TVllC Descriplion Maul Loci 01r.~ .. 1 II urV Sunp. 2 k UI Fall Protection -1.30 14/0iO NA NA N 2 k UI Fall Pmtcctmn -l.30 29.'0/0 NA NA N 2 k UI Fall Pmt<.>t.1inn -l.30 4410/0 NA NA N 2 k lJ I Full PrulL'<-1ion -1.30 59:0/0 NA NA N 2 k lJ l Full PrutL'<-1iun -1.30 7.;!·0/0 NA NA N 2 k UI Fall J>rot1.-ction -1.30 119!0i() NA NA N 2 p LG Fire Sprinkler Main-'>Rcwlwd From Plan.: -925.72 IJ4 :0-0 NA N1\ N J k UI Fall Prutcctinn -1.30 16/0/0 NA NA N ·' k Ul Fall Protection -1.30 JllU/O NA NA N J k Ul Fall l'rotcct1on -!JO .;16/0/0 NA NA N J k lJ l Fall Prutccuun -1.30 61<•0/0 NA NA N 3 k lJl Fall Prutccuun -1.30 76!0/0 NA NA N 3 k UI Fall Protection -l.30 •)l'()i() NA NA N 3 k UI Fall Protection -l.30 I oco NA NA N J " CG Fire Sprinkler M:1in·>Rcsolvcd Frum Plauc -925 72 94f0itl NA NA N User Denned Frumc L111c Lmtds for Cross Sccllon: 9 . Sulc Um ts Tvnc DcS<:ription Maul Loc:l Mul?l Loc2 Sullll. 2 plf CG IR Hcntcr~RcsnlvL'tl Frum Pl:inc -5Jl5 20/!Ul -!UIS 52/U/O N 2 plf CG Fire Sprinkler Mllin->RL-wlwd From Plane -3 30 O/l •O ·3.30 9410/0 N 3 plf CG IR I [eat1.-r-~Rcsolvcd From Plane -5.115 20/0/0 -5 .85 52.UiO N J olf CG Fin: Sririnklcr Main·>Rcsol\'L'tl Frum Plunc -3.30 o·oro -3.30 94100 N ® 2 .'l . ~ 'X File: Ritlc I langar Version: 2015.1 a Varco Pruden Buildings is a di\ision ofBlucScope Buildings North America, Inc. Date: 8/14/2015 Time:02:47 PM Pngc: 14 of 84 Dir. C:ocf. Loe. DOWN 1.000 IF DOWN 1.000 IF DOWN J.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN 1.orn• IF DOWN 1.0011 OF DOWN 1 000 IF DOWN I 000 IF DOWN J.000 IF DOWN 1.000 IF DOWN [.{)()() IF DOWN LUOO IF DOWN l.000 IF DOWN I 000 OF Dir. C:oct'. Loe. DOWN l 000 OF DOWN 1.000 OF DOWN l.000 OF DOWN 1.000 OF .. V7 . la& Desig11 Loatls a11d Reactio11s 15-007403-01 Side Unds T\'JIC DcSL'fiption Ma~I Lud OITscc :? k UI Fall l'ro11.-etiu11 .tJo 14 /(J.'0 N1\ 2 k UI >:3ll ['ro1c1:1i11n .IJ() 29/0/() NA :? k UI S:3U l'ro1cc1i11n .IJ() 44/11/() NA 2 k lJI J:all l'ro1cc111m .J.Jo 51J,O/() NA 2 k UI l=all l'ro1cctmn ·1.30 74.0/0 NA 2 k UI -all Protcc1ion ·1.30 K1}i0i0 NA 2 p CG f3n-·RL'l'lll\'L'l.i Ft om Plnnc 400.00 4-MiO NA 2 r CG Fin: Sprinkler f\fain.">RL~•lvL'<I Fwm l'l:.mc -930.67 94/0i\l NA ·' k UI Fall l'rokction .1.30 I Ml.ll N.J\ 3 k UJ Fall Protccl ion ·Ull 31/0/(] N,, 3 k tJ I Full l'rot~'\.1ion .1.30 46.0/0 NA 3 k tJ I Fall l'rot~-ctinn .1.J() 61 •0/0 NA 3 I;; UI Fall Prot1.-c1ion .1.30 7610 ;0 N,\ 3 ~ U l r all l'Tokclion .[.JO IJl,(),0 NA l k U l foll Pmccc1u>n .130 110 ,0 N.J\ ·' r C(j fon-~R .. ·soll ctl From Pbt1c 400.00 .woo N.J\ ~ ll CG Fire Srtrinklcr Maiu-:>Rcsuh·c1I Fnnn l'la11c ·'>J0 .67 94/lliO N" Use r Denned Frame Line Lo11ds for Cross section: K Side Unit~ Tv Dcscri11icm Ma I loc i ~la ' 2 plf CG IR I ka1c r·:.RcSt1twt.l Fn1m Plane ·6 .t~ -<>.15 3 If CG IR lkawr->R~·soh·~'tl Fmm Plane .(>.J 5 -'>.15 2 . . ' lnnuencc Areas for Cross SecUon:7 Locatto11 Distance Ldl Ri!!ht Tntal Surface MK!) 0 -Side I 012 .. 0 2'1 11}0 29 11/0 5812:"0 \Vnll 4 (At lantic ll:int-..irl 1611"0 29 '1.() 211. 1/0 58/2/0 Rl!IJ O ·Side I 1611 () 29 '] '{) 2'1 .l rO 58/2/0 Wiill 4 (Atlantic Hang.in :WO/O 2911.<I 2'J/(·() 5!!12/0 Hor\' SUJ!fl. NA N NA N NA N N.J\ N NA N N" N N,, N NA N NA N NA N N.~ N NA N N,, N NA N NA N NA N NA N Loi::? 52·0:0 52/0 ( Dircc1ion L<.;;ward lL-..'W<lrd Fi le.:: R11ll! Hangar Vm ion: 201 5. la Varco Pruden Bu ild ings is a division of Bluescope Bu1ldin~s North America. Inc . Date: 8 /14/:!0IS Timc:02:47 PM PaJ!c: 15 of 84 Dir. COl:t'. Loe . DOWN l.000 IF DOWN l.000 IF DOWN l.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN IJIOU IF DOWN IJIOO OF IX)WN I 000 O F OOWN 1.000 IF DOWN 1.01)() IF DOWN 1.000 IF DOWN 1.000 IF DOWN l.000 IF DOWN 1.0011 IF DOWN I 000 IF DOWN 1.000 OF DOWN J.000 OF Dir. Coe!'. Luc:. DOWN l.UCJO OF DOWN 1.000 OF O\'lm itlc Ar~':} (sq. ll I 1042.1 :'i )042.15 Desig11 Loads a11d Reactio11s 15-007403-01 U5cr Denned Fr11mc Point L1111ds ror Crun Sccllon: 7 Side Units Tvnc Description MaRI Luci Offset llorV SU11P. 2 k UI foll rrutcction -1.30 1-lilUl N.<\ NA N 2 k UI Fall Protection -I.JO 2910/0 Nr\ NA N 2 k UI Fall Protection -1.30 -1410/0 NA NA N 2 k IJI Full Pmt~-ctiun -J.30 5ll 0/0 NA NA N 1 k lJI Full Pmtccuun -1.30 74·0/0 NA NA N 2 k UI Fall Prot~-ction -1.30 K1}1Q.O NA Nt\ N 2 p CG Fire Sprinkler Main-"-Rcsolv~-d From Pfanc -930.67 1J.t·o.o NA Nt\ N 3 k UI foll Pmtcction -1.30 16/RO N.<\ NA N 3 k UI Fall Protection -IJO 31/0.0 N.<\ NA N 3 k UI Fall Protection -1.30 46/0/1 NA NA N 3 k m Full Pmt~-cliun -I.JO 61 "0/0 NA N.A N 3 k Ul Full Prolcctiun -1.30 76i0/~ NA NA N 3 k Ul Fall Protection -l.30 'JliO:O NA Nt\ N 3 k Ul Fall Prutcction -1.30 I o:o NA Nt\ N J n CG Fire Snnnklcr Main->Rcsolwd From Plane -930 67 •wo.o N.A NA N User Ocflned Frume Ll11e Loads ror Cron Section: 7 Side Umts T Dcscri tion Ma•I Loci 2 pll" CG IR Mcatcr-:-Resolwd Fmm Plane -6 74 20/0iO ·' If CG IR Mcutcr-:>Resolvcd From Plane -6 74 20/0"0 , J y , I' 'X I nflUl'll~C Arc11s ror Cross Sl•dlon:-1 Lucation DtsWncc Lcll R11d11 Tutal Surface DirL'cill>n 117/4.'0 -Side 1 0 .. 2.0 2':11 1/0 261710 S5'8,o Wall 4 (Atlanuc Hangnr} LL'CW:ml 1611 () 2 1ll'l/O 26f7/0 5518!0 J 17/410 -Side l 16.10 21111/0 26nt0 55/!UI Wall-I (Atlantic lloni:,.':lr) LL'CWard 36/WO 29 '1 /0 2617/0 551810 117 '-l lO -Side I 0/2IO 26nf() H11.t10 -12111/0 \V:ill 2 (StorJgc) Windward J6fl l0 26niU 16!-l iO -12/1110 File: Rille llnngar Version: 2015.1 a Varco Pruden Buildings is a di\.ision ofBlueScope Buildings North America, Inc. Date: 8/14/2015 Time:02:47 PM Page: 16 of 84 Dir. DOWN DOWN DOWN DOWN DOWN DO\\!N DOWN DOWN DOWN DOWN DOWN DOWN DOWN DOWN DOWN Dir. DOWN DOWN O\crridc Cocf. 1.000 1.000 1.000 1.000 1.000 l.0110 l.OllO I 000 I 000 1.000 1.000 1.000 l.000 1,000 I 000 Cocf. 1.000 1.000 Lnc IF IF IF IF IF IF OF IF IF IF IF IF IF IF OF Loe . OF OF Arcu (st1. fl.) 1.H ll .90 IJ .l8 .90 1338 .90 Desigll Loatls a11d Reactio11s 15-007403-01 User Defined Fran1c Vnlnl Louds ror C r 11ss Section· 4 Side Units Tv11<: [h:s..T iPtion Ma_gl Luci Offs.:! II or V Supp. l 2 k UI F:1ll r rolcctinn -I.JO 14/l l!tl N!'I NA N 2 k UI Fall l'rotcction -\JO 29/0/!I NA NA N 2 k UI F:ll l l'm1cai1111 -I.JO -1410/0 NA NA N 2 k lJ I Fall rmlL'\.1iun .].JO 5910f0 NA N .~ N 2 k lJ I Fall Pmlcction -I.JO 7.aJOIO NA NA N :? k Ul Fa ll PrutL'\.1ion -1.J ll X1)!0 !0 NA NA N :? p CG Fire Sprinkler Muin-"'>RL-wlwd From Plane -1<90 .(17 94 10 .0 NA N1\ N ~ k U I Fall riuti:cti un -I.J O 16/11.11 N!'I NA N 3 k Ul Fa ll rm11:ct io11 -1.30 Jl /00 N .~ NA N 3 k Ul Fall l'rotcction -UO 4'1illl0 NA NA N 3 k (Jl Fall rmtL'\.1ion .IJO Rc~•l\'Cil From Pl am: -lN 0 .67 9410 0 N .~ NA N U~cr Ucflncd fr;irue Lli14! Lo:1ds for Cron Sl-cll1111: -1 Side Units Tv 1C Dcs..:ri ion Ma•I Loci Ma!!2 Loc2 2 plf ((j IR lkat•T·>Rc so lvcJ Frnm l'lanc -S.:?6 20/0iO -5.26 5 210/ J If CG IR Hc:1 t~T->llc :>o l\'~'lt From !'lane -S.16 20/0;I -5.26 5 1i OJ ® ? -. y / ~ x F1h:: Rit k llangar Ver~ion: 2015 .la Var co Pru den Bu ilJings is a division ol"BlucS copc Bu ild ings No rth Am t!l'i ca . Inc. Date: 8/14/2015 Time: 02:47 PM Page: I 7 of 84 Di r. l"oct: L1>c . DOWN 1.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN l.000 IF DOWN l.OCICI OF DOWN 1.000 IF DOWN I 000 IF DOWN 1.000 IF DOWN l.00[) IF DOWN 1.000 IF DOWN l.000 IF DOWN 1.000 IF DOWN 1.000 OF Dir. Cocf. LllC . DOWN 1.0 00 OF DOWN 1.000 Of Desig11 Loads a11d Reactio11s 15-007403-01 Ustr Ocnnrll Fr11mc Pulnl Lo11ds for Cron Sccllon: 3 Sid.: L'mts T · Dcscri lion 11.13 •I Loci OITst1 2 CG Fin: S rinkkr Mam-> Resolved Fnim Plane -42798 94/11,t N User Ocnn~ll Frumc Linc Luulls fur Crou Sec:llon: J Side Um ts Tvpc Dcsc:riotio11 M3gl Loci M31!2 2 plf U! Hangar Wind 440 13 011 () .~62.00 2 plf U2 HungarWind 493.00 71/3/2 412.IJO 2 plf UJ llangar Wind -440.IJ 0/110 -3(12.00 2 plf UJ Hiuigar Wind -493 00 711.~tl -112.llO 2 plf CG Door Dead Load -65.00 0012 -65 .llO 3 rtr U::? ~l311g:ir Wind 440 .IJ ().'!-'() 362.llU 3 plf U::? I 13ng:ir Wind 493 00 71 /J .'2 412.00 3 plf U3 Hangar Wind -440.13 011-'0 -362.00 3 plf U3 HungurWind -4'13 00 711312 -112 .00 J nlf CG Door Dead Load -65.UO ()/01:? -65.00 ® y Loc2 Sum•. 71/3 12 N \15.4 !8 N 71i3 •2 N 115/4 '8 N 115/4 '8 N 71/3 12 N 9514/K N 7113/:? N 95/418 N 95.411! N Date: 8/ 14/2015 Time: 02:47 PM Pa~c: 1Rof84 Dir. Cocf. Loe DOWN I 000 OF Dir. Coc:f. Loe ur 1.000 IF UP J.000 IF DOWN J.000 IF DOWN 1.000 IF DOWN 1.000 OF UI' 1.000 IF UI' 1.000 IF DOWN I 000 IF DOWN I 000 IF DOWN J.000 OF I m·ci=Xi mu 1 m.rr 1 lrr·!!" 1 m.o= 1 m .g: 1 ia o= 1 m-rr 1 m.rr 1 r .fi'ltf':',l-6. 1 1rur 1 m.cr 1 m.rr 1 m.a= 1 m.rr 1 m.cr 1 1"·0" 1 m.!t 1 ia-oc I File; Ri Ile l langar Version: 2015.1 a Varco Pruden Buildings is a division ofBlucScope Buildings North America, Inc. V;7 ~ Design loads a11d Reactions 15-007403-01 User Denned Fr11n1e Llue Lm1ds for Cross S~ctlon: 2 Side Units Tvtic Description Ma11l Luci Mal!l Loc2 Su1>1l. 2 plf U.:? Hangar WinJ -140. l.l 011 ·1 . l62.0ll 7 1/3/2 N 2 pl f U2 I langar Wind 4•J3 .(I(' 71 /31. ·U2.0U 95!41:! N 2 plf UJ llangar Witkl -440.J.l 0/111 -362.0t 71312 N 2 plf lJ3 Hangar Wind -493 .00 71 .l/2 -412.00 ').5/4:8 N 2 plf CG Door Dead Luad -70.00 0 012 -70.00 l),5 /4;!( N 3 plf U2 llangar WinJ 44 0 .13 ll l l 'O 3h.!.0( 111312 N I 3 plf U2 ~langar Wind 4'.13 .00 71 1312 41.!.00 ')5/4/!I N .l rlf U.l l·langar WinJ -440 .13 IJ /(10 -.l62 .00 7113 /2 N .l rlf UJ HangarWinJ -4'H.OO 7 113"2 -412 .00 95/4/K N 3 p)f CG Door Dead Ll•ail -70.00 0/0/2 -70 .00 95'4/:! N ' y , ' 'X r 1lc . Ritlc lla ngar Versio n: 201 5 . l a Varco Pruden Buil dings is a Jhis ion ofBlu cScopc Build ings Nor th Ame rica . Inc . D<ttc: 8/ l .J/2015 Timc:02:47 PM P:tf.?!!: 19 of 84 Dir . Co.:t: Luc • ur 1.000 IF ur ).()()() IF DOWN 1.000 IF DOWN 1.000 IF DOWN 1.000 OF UI' 1.1100 IF ur 1.000 IF DOWN 1.000 IF DOWN 1.000 IF DOWN 1.000 OF Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time: 02:4 7 PM Page: :!O of 84 © > (~ .. '\h'.11\''U•-----~ ----M m,n '.\116• <">The building is OL'Si!o'tlL'tl \\ i1h bracing diagonal~ in lhc dcsignutcd bays. Column base reactions, bas.: plali:~ nnd anchor rods om: aOh:IL'tl by 1his bmcing uml diagonal~ may 1101 be rclncalcd wid1out consulting the building suprlicr' s L11gi11L'Cf. File : Rillc I lnngar Version : 2015. la Varco Pruden Build ings is a division of Bluescope Buildings North J\mcrn.-.1. Inc. ~~ Desig11 loacls a11d Reactio11.'i 15-007403-01 Date: 8 / 14 /201 5 Time:02:47 PM Paj!c: 2 l of 84 Shupe: Office L1111ds 1mcl CodeJ -Shape; Offic~ Clly: Rillc County: G:1rtidd S111te: Building Code· 1009 h1tcm,11ionu l Bu1ldi11g Code Building IUskiUccuran~y C~tcgory : II (Sta111J:ml Occup:mcy Str1J.Cturc) Colorado 05AISC-ASD 07A,SI ·,\SD Built Up; Cold Funn. Onmtr\; Unitl'tl Statl'S R:1infall: -tOO inchL'S pe r hoor 3CMtU UO psi Colll:n:t e Dc11d 11nd C111h1tcrnl lmuls CollutcrJl Gra\ ity·t>.110 psf CullatcrJI Uplitt: 0.00 psf Side Type A D A D Mag .\ 2JJ I 200 Roof Llw Loud U11 its psf psf S !1 ~pc E111irc Entire Roof liw Load: :W.00 psf Not Rcdueibk WlndL011d Wind Speed: '10,00 mph Wind Enclosull!: Enduscd Height USL'tl" 15 .0{0 ffyrc: EJ\ ~) Base Elcn1tion· Cl.Cl.'0 Primary Zorn: Strill Wi1lth: 1414 13 Velocity Prcs.~urc: {IJZ) 20 74 psf Topographic Factor: 1.0000 Dm:chon:itity Fac1or: 0 ,8500 Wind Exposure (Factor), C (0.849) B.isic Wind PrL-ssur.:· 14 % psf Snow Load Ground Snow Loa1l : 40.00 psf f lat R1~1f Snow: 28 00 psf Design Snow (Slopt.'tll : 28 00 JJ>f Arplkt.I to Fm1 flur S~'CjfiL'<I Miniinum RoofSlllll\, -I OUO ps f (USR) Snow Accu inulatiun Fa .. 1or: 1,000 Snow lmportm1cc: 1.000 Ciround 1 RoofCnnvcrsi1 1i1 ' 0 ,70 Snuw Drlll on Ruof A Sn o w llrlll N'.a mber: B.ask S:mw Dc n.~i ty : 19.20 lh!l13 Snow Unifom1 : 115/11 Start 200. 0/0 Wall Start lkight: 20/(dl Snow Drill I/eight : 416 14 Snow Drift Width: IX.i3/IO Upper Rout' Width : I :'ill. 0/0 Sliding Snuw; 0.00 psf Drilling Snow : 117 85 ~f Mai. Apphcd Dnft lua1l: 115 .8.i psf TrunL'lllc1l Snow: 0.00 psf Trun•atL't.I Width ; 0/0.0 l'roximi1y : O.WO Snuw Drut on Ronf A Snuw Orfll Nmnhcr. 2 Ba,ic Snuw Dcnsi1y: 19.10 lh/llJ Snow lJ111fom1; 115/11 Slar1 IOll 0/0 W;,11 St~r1 He ight ; 24/R.'O Snow Drill licii;ht· 416: 14 Smm' Drlll Width : I K. J/I 0 Upper Ruuf Width: 1 51 ~ 0/0 !ihding Snow: O.Oll J>sf r 11.:. Ril11: I Iu ng 11r Description C1w~'Ti ng Wci i;ht -24 SSR • SL~umlary Wdght 2 .0 1 : Ruat: A Co,·criny W ci ~ht -24 SSR : Ro11f: A U11st FnL1or: 1.0000 Wind Importance Factor: f .000 Lc:i~t l\oriz DimL'tlSlon: I RIJJ(HI NOT Wmdbornc Debris lkyi1111 Par1s I Pnr1 ions Zone Strip Wi dth: 7 ".! 6 •1r-o.oois6 • ~ 1.00 J • c 90 mw 2 • ( l .11oi Thc "Low Rise' Mc1hod i~ Us..'1 Thermal CalL.1,~lrY (Factor): l~cutcd ( 1.001 Obs1m ,1 .. 'tl l!T Not Slippcry Slope Rctluctim1 : I 00 Sfupc U1><.'t1. 4.7<>4 ( 1.00l);l2 ) Snow Drift (rrom W111l l, Sh11pc Atloutlc ll11ngur1 Av.:rJgc Height 22 ;7/0 l!ppL'T Roof Slope· 0.000 ( 0.CIOD; 12 ) En<l 1110/0/0 Wall End I !eight: :?4:X/O Snow Drill Height 4l6 • 14 Snuw Drili Width. IX/.\/IO Up~"f Roof Width . 150/010 Sl it.ling Snow ; 0 00 psf Drifting Snow. 87,85 psf Max Applied Dnft Load: 115.8 5 psf Trunc:itL'tt Snow : 0.00 psf Tmnc:ucd Width: 0.'00 Proxi1mty: 010:0 Snow l>rlrt I from W111l I . Sh111111 Atbmtlc I lungnr) l\\L.T.agc Height! 221710 lJpp•'T Roo f ~lope: 0 .000 ( 0 .000: I:! ) EndlliCMl Wall End H.:ight : 20-c,·o Snow Drill f-lcight · 4."(>/1 4 Snuw Dnli Width: I K/3/10 Upper R(M>fW idth 150/(Hl Sli ding Su.iw; 0 00 ~f V c:r~ion : 20 15.l a Varco Pruden Bu ildings is ;1 <lh·i s ion of Bluescope Bu ildi ngs North Am1.-rica. Jn c. Desig11 Loads a11d Reactio11s 15-007403-01 Drifting Sno1~: 1!7.85 psf Max Applkd Drift Lnad: 115 .KS psf Trum•llL-tl Snow : 11.00 psf Tmn.:ah.'tl W1d1h: 11111.'U Proximny: O 010 Scls111Jc Lo:u.I Mnppi.-d Spi.'Ctr.il Rcspnnsc -Ss:34.30 ~;.g Mapped Spcclral Rc~ponsc -SI : 7.311 %g Seismic Design Calegory : C Sc1sm1c Importance: l .DOO Drifting Snow: 117 115 rsf Max Applied Dnfi load! 115 RS psf T run.:ated Snow : 0 00 psf Truncated Width:(}/():() Proximity; 0/010 % Snow US<.'ll in Sc1sm1c: (J.00 Seismic Snow Load. 0 .011 psf Fr.ime RL'tlum.lancy F<11:10r:J .OOOO Br.ice RL'tlundancy Fai:tur: 1.0000 Soil Profile Typo:: Sulfsoil (0, 4) Diaphragm Conduion : Flcx1hlc Date: 8/14/2015 Time:02:47 PM P:ige: 22 of 84 Frame Seismic Factor( Cs)· O.l 163x W Brace Seismic Factor (Cs): 0.1 J 63x W Fr:1111ing R·Factor: 3.DOOO Br.icing R·fuc1or. 3.0000 Framing FundamL'lllul r~Ti1J<!; () 2345 Br.icin!l Fundamental PL'liod. 0, 14(17 FunJaritL'lllal Period Hcighl U~ed: 1413/0 Design Spi.-ctr.sl RL~c -Sdi: 0.341!9 ~-sign Spi.-ctr.sl RL'liflllllSC-Sdl : O.l l<il! Si<lc Type Mas Units I E 0.257 psf 2 E 0.27!\ psf ' E 0.257 psf A E l .31i:? psf A E I 362 psf ,\ E 2.558 psf A E 2.55!\ psf A E 2.55!\ psf A E 2.55!\ psf A E 2.55!\ psf A E :? 551! psf A E 2 558 psf OcRecllun CundlUon• Sh;ipc Applied to Spec Fnn Un: En1irc fnTI Bn: Spi...: Frm Bn: Entire Frm Entire Bn: RL'CI Fm1 Ure Pur RL'CI Frm Bn: Pur RL'CI Frm Bn: Pur RL'Cl Frm Bn: l'ur RL'Ct Frm Bn: Pur RL'C\ Frm Br1: Pur RL'CI Fm1 Ore Pur DcscriJllion Seismic : Cowring WL;ght -2<> Pan.:I Rib + Secondary \\'cighl I JO : Woll : I Seismic. CO\'LTing Wdgh! -26 Panel Rib + S.:cund;iry Weight 1.48 : Wall : 2 Seismic: Cu\·c:ring Wdgh! -:!6 Panel Rib + SL-cnrnfary Weight I .JO : Wall : 3 Seismic· l"o1\.-ring Weigh! -2-1 SSR + Sccoml:ny Weigh! :?.01 + (lnclu1ks 6.1100 Collaleral 2.500 frJme Weight>: Roof: A Seismic: Co~L'fing Weight· 24 SSR + Scamdary Weight :?.01 + !lnclud~ 6.000 Collarc:ral 2500 Frame Wdght): Roof: A Seismic EITL-ct Fmm FumaL'C: Roof: A Seismic Effecl From Funucc : Roof; A Seismic ElfL'CI Frum Funucc : Roof: A Seismic Elfccl From Furnace: RooE A Seismic Elfccl From Furnace: Rool' A Seismic Elfccl Fmm Furnace: Rool' A Seismic Effect Fmm Furnace: Roof: A Fr:1111cs :m: vertically supponing:Cciling 1\ith Flexible Finish Fr.1111...,. .1r1: later.illy suppurtiny:Mcl:1I Wall Girts and P.mcl~ l'urlins arc suppooing Cea ling ~i1h Flexible Finish Girts arc SUp(IOrting:Mc1al Wall Panels Deshm Load Cumhlnallons -Fn1111ln2 No . Or111111 Faclor Aoolication OL-;:criotion I Sysrem 1.000 1.0 D + I.II Cu + 1.0 SMS> D+CG +SMS> 2 Syst.:m 1.000 I 0 D t 1.0 CG + 1.0 <SMS D +CG+ .:SMS 3 System t.000 1.0 D + 1.0 CG + 1.0 S> + 1.0 SD D+CG +S>+SD .. Sy~rem 1.000 1.0 D + 1.0 C:G + 1.U ·:S + 1.0 SD D+CG + -<S+SD 5 Sy~rcm 1.00(1 1.0 D +I 0 CG+ 1.0 WI > D+CG +WI > 6 Svstcm 1.000 1.0 D + t.U CG+ 1.0 ·~WI D+ CG +<WI 7 Syslcm 1.000 1.0 D + 1.0 CG + 1.0 W2 > D+CG +W2> K System J,00() LO D +I.II Cti + 1.0 <.\V2 D+CG+•.W2 9 Syslem 1.000 ~.60 +06CU+ I.OWi > D+CU +WI> )() Sysr.:m 1.00() ~ 6 D + 0 6 CU + 1.0 .: WI D +CU + <WI II Syslcm 1.000 O.<io +oGtU+ 1.ow2 ... D+CU +W:?> 12 Sysrcm 1.000 0.6 D + 0 <>CU+ 1.0 <W2 D + C:U + <.\V2 13 Svsrcm 1.000 I.OD+ 1 OCG +075S+075Wl> D+ CG + S+WI > 14 Sysrcm 1.000 I.OD+ 1.0 CG +0.75 S +O 75 <WI 0 + CG + S + <WI 15 System J.UOU I.OD• J.OCG+0.75 S+0.75 W:?> D+CG + S+W2'> 16 Syst~m J.000 I 0D+1.0 CCi •0.75 S +0.75 <W2 D+ CG + S+<W2 17 Sysh:m 1.()()0 1.0 D + I 0 C+ EG + IK sy~lcm 1.0110 1.0 D + 1.0 CG+ U.7 "E + 0,7 EG+ D+ CG +.:E+ EG -.. llJ S}'l-IL~n I 0011 U.6 D +06 lU +0.7 E-. + o.7 Eu -D T cu .,. !!> + EG- 20 Svsrem I 000 0.6 D + o 6 CU • 0. 7 <E + 0.7 ECi· D +CU· <E + ECi - 21 S>'Sl~,'n D~T1n-d I 000 1.0 0 +I.II CG+ 1.0 WPAI o+cG .. \\'PAI 22 Svs1cm Derived l .OOU 0.6 0+06CU+ 1.0 \\PAI D+CU +WPAI 23 System Dcriwil 1.000 1.0 O+ 1.0Cti +0.75 S+0.75 Wl'AI O+CG +S +WPAI File: Rille llang ar Version : 2015 .la Varco Pruden Bu ildings is a di>1sion of Bluescope Buildings North Ami:rica, Inc. ~. 1811 Desig11 loatls a11d Reactio11s 15-007403-01 Date: 8/ 14/201 5 Time: 02:47 PM Pnge: 2 .~ o f84 24 S)'SIL'lll Dcri\ cd l.000 l.O D + l.l>l'G + 1.0 WPDI rl'G>\Vl'DI 25 System O.Tivcd 1.000 M1.<> o + o ,, cu+ 1 o wro1 +cu +wro1 26 Sy~lcm D•'fivcd 1.000 1.0 0 + LO CG+ 0.75 s + 0 75 wro1 +CG+ s ... wro1 27 Sy!'tem Dcri\·,-J l.000 I.OD+ I OCG+ Ul\Vl'A2 +CG+ WPA2 211 Sy$tcm Dcnv•'tl 1.000 Ml '1D+06 CU+ 1.0 Wl'A2 +cu ... WPA2 29 Svstcm 0c.'f tV<oU 1,000 I 0 D + 1.0 CG+ 0.75 S + 0.75 WPA2 o + cc; + s ... wr A2 .lO Sys1cm o,,;v,-J 1.000 I 0 D + 1.0 CG + 1.0 wr02 o +n; + wro2 11 S)sl•in Dm,,-u 1.000 P.6 D + 0.6 cu+ 1.0 Wl'D2 'o +CU + Wl'D:? J2 SysMn D•"l'1wd 1.000 1.0 D + l.OC:G +0.75 S+0.75 Wl'D2 D + l'G + S + Wl'D2 33 Syskin o.·1fr.-J 1.000 1.0 0 + 1.U CG+ 1.0 WPBl D+CG +WPBI ~" Sysh:m Derived 1.000 H1D+0.6CU+1.0WPBI O +CU •WPBI .lS Svsh:m Derived 1.000 l .U 0 + 1.0 Cu+ 0.75 S.,.. 0.75 Wl'BI D +CG + S + WPB I .\6 s~~lcm Derived l.0110 I 0 D • 1.0 CG + I.II wrc I D + CO + WJ>CI \7 Syslem Derived 1.000 0 6 0 + 0.6 CU+ 1.0 WPCI o +c o •wrn 311 Sysl•in 0c.'ft\L-d I 000 1.0 D + 1.0 C:G + 0.75 S + 0.7S WPCI D+C:G +S + Wl'CI ,l') S)'S1•1ll Dcriwt! l.000 1.0 D + 1.0 CG+ 1.0 WPB2 D +<:G + WPll2 -1 0 Syst.,n O.·m ·.'tl I 000 1.6 0 + O.l1 CU + I 0 WPB2 D +CU .. \\PB:? .u Sy$lcm Dcrh•'\l 1.000 l .O D+ t.OC0+0.755+0.7!1 Wl'B2 o +CG + s ... WPU2 ~2 Svstcm Dcri' ct! UJOO l .O D + 1.0 CU + 1.0 Wl'C2 D+CG +WPC:? -1 .l s~~lcm o~ri•cil l.IJOO ~ 6 o + o.6 cu+ 1.0 wrc2 D +cu · wrn -14 System Dcri•cd l.lJOO 1.0 o + 1.0 n; + o.75 s + o.75 wrn 0 +CG+ S + \VPC! -45 I S)'stcm lk'fi\ cJ U JUO 1.0 D + Lil CG + II. 7 ell> + 0. 7 EG .. t> +CG + cu-.+ CG+ -16 S)'stem Dem c1l UHlll '"' D + o 6 C:U + 0.7 ell .. + o.7 CG · O + <:U + Cll >.,.. EU- 47 Syst.:m o ... n ,-J l.000 1.0 0 + I o CG + 0. 7 "EB + 0. 7 EG+ 0 + CG +~EB + EG+ -Ill Svst.111 o,·m·,'tl 1.000 IO.<> 0 + 0.6 CU+ 0.7 <.EB + O 7 EG· D+CU "' EB +EG · O~slt!n Loud Combl1111tluus • Hrucln No . Oril!in Factor A11nlica1inn Dc.-scrintiun I Sys1•m 1.000 1.00+ l.OWPAI D +WPAI :? Sysl•'lll 1.000 1.0 D + l.O WPDI O +WPD I 3 S}'!'IClll 1.000 I 0 D + 1.0 WPA2 D +WPA2 .. S}'!'t cm 1.000 1 o o + 1.0 wro2 O +WPD2 5 System l .OllO 1.0 D + 1.0 Wl'B I D +Wl'81 6 System l.INIO 1.0 () + 1.0 Wl'Cl D+\VPCI 7 Sys1<m I 000 1.0 o + 1.0 wrn2 D +WPB2 II Sysi•m I 000 1.0 D • 1.0 Wl'C2 D + WJ>C2 9 Syst<111 1.000 I.ti D .. 0.7 £> D +E> JO Syslcm 1.0<K) 1.0 D + 0.7 <E D +<E II Sys1cm Derived 1.lJOO 1.0 0 + 1.0 CG+ 1.0 wrA I D + ('(j + WrAI 12 Sy sl•"m D•"l'i\·, .... I 1.000 1.0 D + 1.0 C:G + 1.0 WPDI D+CG +Wl'Dl 13 Sysl•111 Dcri\ <"ti l.0110 1.0 D + 1.0 CG+ I.II WPA2 D +C:G +Wl'A2 l-1 Sy s1.:n1 D•-r i 1·.'tl 1.000 1.0 0 + 1.0 CG + 1.0 WPD2 D +CG +Wl'02 IS Sy s1.:m Dcr i\'•'11 1.00 1) 1.0 D + 1.0 CG + 1.0 WPBI D +CG +Wl'BI 16 System Dcrh·,-d 1.000 1.0 D + 1.0 Cli + 1.0 Wl'C I D+CG +Wl'l'l 17 System Dcrh·•'tl 1.000 1.0 D + 1.0 CU + 1.0 Wl'B2 D +CG +Wl'B2 Ill Sv~•'l11 Dc.'Tivcd 1.000 I 0 D + 1.0 CCi + 1.0 WPC2 D +C<i+ WPC2 19 s)-s lem Dcri""ll l.(J(K I I0 .6 D + 0.6 CU+ 1.0 WPA I D +cu ... WPAI 20 System Dciiwtl UICKI i>.6 0 + 0.6 CU+ 1.0 WPDI D +l'U.,. Wl'DI 2 1 Syst.111 o.-rivcd 1.000 ~1 .6 0 + O.<i CU+ 1.0 WPA2 D +CU •WPA2 ~:? Syst.111 D•Ti\'cd 1.000 ~'·'' o + 11.<; cu + 1.0 WPD2 o + cu + wro2 23 System Derived 1.000 MU1 D + Cl .6 CU+ 1.0 WPB I D +CU •WPBI 2-1 System Deri\'cd 1.000 MU1 D + 0.6 CU+ 1.0 WPCI D +CU +WPCI 25 Svslcm Deriv•-<l 1.000 0.6 D + 0.6 CU+ 1.0 WPB2 D + CU + WPB2 16 Svs1cm Dcriv<-<l 1.000 0.6 0 + 0.6 CU+ 1.0 WPC2 D + ('lJ T \VPC2 27 System D•TI\•'<I 1.0110 I.OD + l.O('G+0.7SS +0 .7S \\'PAI D +l'G +S +W1'1\l 2R Sysh:m Il.-riv.'tl I 000 1.0 D +I.II CG +0.75 S + 0.75 WPDI D+ CG + S -Wl'Dl :?q Sysi--rn 0.-riwd 1.000 1.0 0 + I.ti CG + 0. 7~ S + 0. 75 WPA2 D +CG .. S + Wl'A2 JO SV$lcm Dcrin.-J 1.000 1.0 D + 1.0 CG + 0.75 S.,. 0.7!1 WPD:? o +co + s + WP02 JI Syst.in Dcriv~"tl 1.000 1.n D + 1.0 Cli +0.75 S + 0.75 Wl'Bl D +CG +S -WPBI .l2 Sv sl•m Derived 1.000 1.0 D +I 0 C(i + 0.75 S ,. 0.7 5 WPCI o + C<i + s + wrc 1 .H Syslcm Deri~e d 1.000 1.0 0 + 1.0 CG+ 0.75 S + 0.75 WPB2 D + C + EG + 36 Syslcm o,,fr~d l.000 1.0 0 + 1.0 CG+ 0.7 ..:E + 0 7 EG +-D+CG +<;E+ E<I"' 37 Sy~tem Derived 1.000 ~l .l• D +Oh Cti + 0.7 E> + 0.7 Hi· D + CG + E-> "' EG· .lll Svstcm Dcrivcll l.000 ~l .(1 D + Cl.6 C<i + 0.7 <E + 0 .7 Hi· D + CG .,.. • E + EG· t·i l .... Ri llc llangnr Vc rsiun: 2015 . la Va rco Pruden Buildings is a division of Bluescope Buildings North Americ:i . Inc. I Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time: 02:4 7 PM Plll!C: :!4 of84 Dcslen Load C1)mblnutlons -Purlln No. Oril!in Fa..:1or A1mhca110n 1 Sys1cm I 000 1.0 D + 1.0 CG+ l.O SMS 2 Sys1cm l.000 1.0 D + 1.0 CG + 1.0 S + 1.0 SD J Sys1cm l.000 1.0 D + 1.0 CG+ 1.0 PFI 4 Syskrn 1.000 1.0 D + 1.0 CG + I.II !>Fl 5 Syskrn 1.000 1.0 D + 1.0 CG+ 1.0 rHI 6 Sys1cm I ooo J.O D + l.D CG + I.II PHI 7 Sy~1cm I.DUO 1.0 D + l.O CG + 1.0 PF2 !! Syslcm 1.000 1.0 D + 1.0 CG+ 1.0 PF:? 9 Syslcm 1.000 1.0 D + 1.0 CG + 1.0 PF:? HI Sys1cm 1.000 I.II D + 1.0 CG + 1.0 PF:! II Sys1cm 1.000 1.0 D + 1.0 CG + 1.0 PF2 12 Sys1cm 1.000 1.0 D + 1.0 CG + 1.0 PF2 13 Sys1cm 1.0UO J .O D + 1.0 CG+ 1.0 WI :> 14 System I ouo J.O D+ l .OCG + l.O·,W2 15 Svs1cm I 000 0.60+0.6CU+ 1.0WJ ;o- 16 Sys1~'1TI I 000 ~l.6 D + 0.6 CU+ 1.0 .. w2 17 SystLm 1.000 l.O D + 1,0 CG +0.75 S +0.75 WI > Ill S}·stcm 1.000 1.0 D + J.O en + 0. 75 s ... 0. 75 • W2 19 Svstem Deriv~-tl 1.000 1 0 D + 1.0 CG+ 1.0 WPA I 20 System Deriwd 1.000 ~.(, D+0.6CU+ l .OWPAl 21 System Dcri~~...i l.OUO 1.0 D + 1.0 CG+ 0.75 S + 0.75 WPAI 2:! System Dcriwd I 000 I.II D + 1.0 CG + 1.0 WPDI 23 System DL'l'iwd 1.000 ~1.6 D + O.Ci CU+ 1.0 WPDl 24 Svs1crn Derived 1.000 1.0 D + 1.0 CG +0.75 S +0.75 WPD1 :!:l Sys1crn Dcriv..:d 1.000 l.ll D+ 1.0CG+ 1.0 WPA2 16 Svs1em Deriwd 1.000 0.6 D + 0.6 CU+ 1.0 WPA2 27 Syst~m Derived l.000 I.OD+ 1.0CG+tt.75 S+0.75 WPA2 2X Syst~m D~Th eJ I.DUO I.OD+ J.OCG+ 1.0 WPD2 29 Syst~'lll DL-ri\'cd 1.000 l.6 D + 0.6 CU+ l.O WPD2 JO System DL'Tiwd 1.000 l.O D + 1.0 CG+ 0.75 S +0.75 WPD2 31 Svstcm Dcri\'Cd l.000 IO D + Ul CG+ 1.0 WPBI 32 Svstcm Dcri\·c•I l.000 D C1 D + O.fi CU +-1.0 WPB I 33 Svs1cm Derived !.()()[) 1.0 D-+ 1.0 CG+ 0.75 S +0.75 WPBI 34 Svs1cm DeriH'li l.OOD I OD+ l.OCG + 1.DWPC1 35 s)·s•~"lll DLTiwd l.000 0,6 D + 0.6 CU+ IO WPCI 36 Sys1~1n DL-ri\·~'tl 1.000 1.0 D + 1.0 CG+ 0.75 s +0.75 wrc1 37 S}'SIL1U DL-ri\'L'tl 1.000 1.0 D + 1.0 CG + J .O wra2 38 Svsl<.:m Dcriwd 1.000 0.C! D + 0.6 CU+ 1.0 WPB2 3'l Svs1crn Derived ).000 l.U D + 1.0 CG+ 0.75 S + 0.75 WPB2 40 Svstem DerivL'li 1.000 I 0 D + l.O CG + l.ll WPC2 41 Svstcm Deri\·L'll 1.000 0 6 D + 0 6 CU + 1.0 WPC2 42 s)·stern Ocri\'cd 1.000 1.0 D + 1.0 CG+ 0.75 S + 0.75 WPC:! 43 S}'Stcm DL'l'i\'L'li 1.000 1.0 D + I.ti CG+ 0.7 EB>+ 0.7 EG+ 44 S}'Stcm DL-ri\'L'li 1.000 0.6 D + 0.6 CU + 0 .7 EB>+ 0.7 EG- 4:i System Dcri\'cd J.000 l.O D + 1.0 CG+ 0.7 <EB+ 0.7 EG + 4b Svstcm Dcri\·cd J.000 I Ci D + 0 fi CU +0.7 -.EB + 0.7 EG- ~sl 11 Lo11d Cumblnullons • Girt No. Or1cin Factor A lr.:ation I System 1.000 1.0 WI> 2 S -stern l.000 1.0 <W:? Ocsle n Lood Co111hlnollon1 • Roor -P:mcl No. Orie in Factor I S}'Stem l.000 1.00+1.0SMS 2 System l.000 I 0 D + J.O S + 1 0 SD 3 System I.ODO 1.0D+1.0 <W2 4 System l.000 0.6 D+ I.OWi > o~sl n Load Comhl11ut1011s -Wall· P1111cl No. I 2 Ori•in Sy; tern Svstcm Fae for 1.0UO 1.0 WI> 1 ooo 1.0 ...-w2 l>l'ncctlun L1111tl Combln11llu11s -Frumlng File: Rillc Ilnngnr A1111lrca1ion A licat1011 Varco Pruden Buildings is a division ofBlueScope Buildings North America. Inc. Dcscritl1ion D+ CG+SMS D+CG+S+SD D + CG +PF I( Span I) D +CG+ !>Fl(Span 7) o +en+ rHJ(Sp•m n D +CG+ PH HSpan 7) D +CG+ PF2-Pancrn I D + CG + PF2-Pattern 2 D + CG + PF2-Pallcm 3 D +CG +PF:!-Pancm 4 D +CG+ PF2-Pancm 5 D +CG+ PF2-Pancm 6 D+CG+WI> D+CG+~w2 D+CU+WJ> D+CU+<W2 D+CG +S +WI> D +CG+S+<W2 D+CG+ WPAI D+CU+WPAI D +CG+ S + WPAI D+CG+WPDl D+CU+WPDI D+CG +S+ WPDJ D+CG+\VPA2 D+CU+WPA2 D +CG+ S + WPA2 D+CG+WPD2 D+CU•WPD2 D+CG +S + WPD2 D+CG+Wl'BI D+CU+ WPB\ D +CG + S + WPBI D+CG+WPCI D+CU+Wl'CJ D+CG + S + WPCI D+CG T \\'['82 D+CU+ WPB2 D+CG +S + WPB2 D+CG+wrc2 o +cu ~wrc2 D +CG + S + Wl'C2 D + CG + EB> + EG+ D+ CU ... EB>+ EG- D + CG + <EB + EG+ D+CU+<t;B + EG· D+SMS D+ S +SD o+~w2 D+Wl .... \Vl ;- .;W2 Version: 2015.la Dcscri tion Description Dcscn 111011 v;7 . UBI De!;•ig11 Loads a11d Reactio11s 15-007403-01 Date: 8/ 14/2015 Time:02:47 PM Pnj?c: 25 of 84 No. Uril!in Factur Dcfll Dc f V A1mlication I Syslcm 1.000 0 240 1.llSMS 2 Syskm 1.000 60 240 ~.7\VI> 3 System 1.000 (10 240 11.7<..WI 4 System 1.000 60 240 l1.7W2:. 5 S1iS(~'lll l.000 <iO 240 ll.7 ·-W2 6 Syst.:1~ D'-'l'iV\.-d l.000 (,() 240 11.7 WPA I 7 Svslcm o .. TivcJ 1.000 bl) 240 IJ .7Wl'Dl !! Sysl.:m Dcrin-0 l.000 110 240 0.7Wl'A2 9 Sysrcm OL-rin'tl 1.000 60 240 1.7WP02 10 System DL-r in'tl 1.000 60 240 ~.7WPBI 11 System o .. -r ivc d 1.000 60 240 0.7 WPCI 12 System D .. -rivcd 1.000 60 :?40 l}.7 WPB2 13 System 0\.TI VLil l.000 (10 240 1).7 WPC2 14 Sys1cm 1.000 10 0 LOE .,.+ 1.0 EG· 15 Sy stem 1.000 IO 0 IJH·E + 1.0 l!G- 16 System o .. -rh" .. -U 1.000 to 0 I () EB·· 17 Svslcm D\.Tiwd 1.000 10 0 I O "-EB l >cOcdlon Loud Co111blmdl111tS • rurlln No. Ori1:in Factor Ocllccl ion r\11111icatinn I System 1.000 24 0 f.OSMS 'J. System 1.000 2.i n 1 .7W 1 -~ J Svs1cm I 000 240 l,7 <W2 DcOccllon Loud Comhlnutlons ·Girt Nn. Ori •in Factor Oclkci mn A' ka11ui1 I System 1.000 90 0.7 Wl '- 2 Svstcm 1.000 90 0.7 • W2 Dclll'Clhm Load Comhlnall1111$T llo .. r-l'nncl Nn. Ori •in F:ic1or DcfH DcfV A> IH:acion I System I 000 60 60 1.0 SMS 2 S ·stem 1.000 60 hO 1.7 -<\V2 User Ao ~ll\.otl Surf11cc Loads I Lncul Coonllmllc Sutcm) Side ShallC Units Tv1ic Dl~r i 11t ion Mal! X-Loc Y -Loc A RC psf CG Furnace 22.0I 10111( (1 :6.0 A RC psf CG Furnace 22 .0I 10/0.( <),(di A RC psf CG Funmcc 2200 17/0 ( 916i0 A RC psf ((j Fu mac.: 2200 1110.c 6/Ml A RC psf CG Fu mace 22.00 10310/0 310/0 A RC' psf CG Fu mace 22 .00 103 1010 (>/0/0 A RC psf CG Fumal'C 22 .00 110!0/0 (i .'0/0 A RC p5f CG Furnace 22 .00 110/0.0 3;0:0 A RC psf CG Furnace 22 .00 Jti/0:0 6/(,1() A RC psf CG Fu mac.: 22 .00 36/0.0 9/Ml A RC psf CG Furnac.: 22 .00 43 /0.0 9/61() A RC psf CG Fumacc 22 .00 4310/0 6/Ml A RC rsf CG Fumacc 22 .00 112/0/(, 6/(1/0 A RC rsf CG Furnace 22 .00 62!0/(l 9.'6/0 A RC psf CG Furnace 22.0CJ 69iOIO <)!(1!0 A RC psf CG Furnace 22 .0CI (11)/11'( 1116.IO A RC psf CG Funtacc 22 .00 131/0.( 6/Ml r\ RC psf CG Funwc.: 22 00 13 1/0.o 91<>.•0 A RC psf CG Fu mace 22.00 1.\8/0/() 9/"111 A RC psf C:G Fumn .. -c 22.00 I .\!!/0/0 MMI A RC ps f CG Fumacc 22 .00 157i0i0 {i '(i/0 A RC psf CG Fu maw 22 .00 157/0/0 9 •6 /0 A RC psf CG Fumacc 22 .00 lM :O.O •).'(>,() A IK psr CG FumaL-c 22 .00 [()4/0:() 616 () r\ RC psf ((] Fu mace 22 .00 1 8~/o,o (\/(>,() A RC psf ('(j Fum nL'I: 22.00 t HJIC)itJ l)/MO A RC rsr CG Fuma .. -c 22 .00 l<J0/010 9/MI A RC' nsf CG Fumal-c 22 .00 I 90i (li0 (i '(i;() h k: Ri Ile llangar Varco Pruden Bu iMings is a div isi on o f BlucScopc Bu i l din~s North America. Inc . Frm Dre y N y N y N y N y N y N y N y N y N y N y N y N y N y N y N y N y N y N y N 'i N y N y N y N y N y N y N y N y N SMS WI> <WI \V'J..• ~w2 WPA I ;Wl'D I WPA2 wro2 WPBI 1\VPl'I \\'PB:? WPC:? E.~ + [G. ~E + EG · ~EB> ~EB S\IS W I-> <W2 Wl > <\V2 (irt rur Pnl N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N N y N Version: 2015.l a Dcscri111 ion o..~n nuon Dcsc ri 1tion ~:.c ri tion SUllll. Di r. Loe . N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN UF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF N IN OF File: Rillc I Jangar Desig11 Loatls a11d Reactions 15-007403-01 Dale: 8/14/2015 Time: 02:47 PM Page: 26 of 84 Ma •l Loci Ma•' Loc2 Su . Dir. Co.:f. Loe. fumaLc-">RL-sulwt.l Frum Plane -R7 .62 616 0 -87.62 9,'6/0 N DOWN 1.000 OF @ y x 1lHr Version: 2015.la Vnrco Pruden Buildings is a division of BlucScope Buildings North Amcricu. Inc. '1;7 . l1'm 2 2 File: Ri lh: llangar Desig11 Lomls a11d Reactio11s 15-007403-01 uma,c->R~'S olwJ From Plane uma,c -~·R~'SOl v~..i From Plan.: @ y x n.cr M:1 •I Loci Ma ' Loc2 .•J7.73 6/6 11 -97.7 3 -66.3 11 (i/(l/I .()( •. 3~ ® Version : 20 15. la V;irco Pruden Buildings is a division of Bl ucScopc Buildings North America. Inc. Date: 8/ 14/2015 Time: 02 :47 PM Pal!!!: 'J.7 of 84 Dir. Coct: Loe . DOWN I 000 OF DOWN 1.000 OF '1?. --Desigll Loads a11d Reactio11s 15-007403-01 User DcRnctl Fr11nu: Linc Lontls for Crnu Sccllnn: I Sulc Umts T Oi:scri tion 2 rlf CG Fuma,c->R~-sulwd From Plane 2 If CG Fumacc-->lksulv~'tl From l'lanc y x File: Rille I Inn gar Ma•I -103 SS -56:?7 Loci 6.'6 <~'Ml Varco Pruden Buildings is a division of Bluescope Buiklings North Aml!ril:a. Inc. ® Version: 2015.la Date: 8/14/:!0lS Time: 02:4 7 PM P:i~c: :!8 of84 Dir. Coct: DOWN I 000 DOWN 1.000 OF OF Desig11 loa1/s a11d Reactio11s 15-007403-01 User Defined Fr11me Line Lnnds for Cross S\•tllim: II Side Uni ls T D~si:r' tion Ma1!1 Lud Ma .:2 Luc2 2 pit' CG Furna~.:-·R~-sulwd Fmm Plane -108 86 ,,JO 0 -IOIU!<1 M liO 2 If CG Fuma~-..:-'fl R~'SolwJ From Pfonc -50.4~ (1/M -50.4 5 1n,,o @ x Fil e: Rin e Ha ngar Vcr~ion: 20 l 5. I a Vnrco Pruden Buildings is a div ision of BlucScopc Build ing s North Amcr i1:a. Inc. Date: 8/14/2015 Time:02:47 PM P:igc: ~9 of84 Dir. Cocf. Loe. DOWN 1.000 OF DOWN 1.000 OF Desig11 loacls a11cl Reactio11s 15-007403-01 User IJcQnci.I Fr:ime Lh1e Lcuu.ls for Cron Seel Ion: G S11lc Units Tv Dcscri tion Mn•I Luci Ma cl Loc2 2 plf CG Fumacc·>R~-sul\cJ Fnim Plane -15 .14 lilUJ -1~.l.J 6.0/0 2 lf CG Fumacc->R~-s.ohcJ From Plane -1~.1.J (>/(If() 45.1 'l ·t.:o ® y x File: Rillc Hangar Version: 2015.la Varco Pruden Buildings is a division ofBlueScopc Buildings North America, Inc. Date: 8/ 14/2015 Time: 02:47 PM P11~c: 30 of 84 Dir. DOWN DOWN Co.:f Loe. I 000 OF I 000 OF "'7 . llr8I Desig11 loa1ls a11d Reactions 15-007403-01 User n~on~tl Fr ume Line Lontls for Crnss S«flon: F Silk U1111s Tv ic Dcscri lion Ma•I Luc i Ma•' Loi:2 2 plf ((j FumJtc·>Rcso lwJ From Plane .{il .07 6/(1 ·U -61.07 9 .M 2 If CG Fu n1acc~·-RL-:;c1lvLxl From Plane -IOIUl6 6/Mi -IO!UiC ® ® y 10·.a ( I k. i\illc llangar Vcrsw n: 2015 .la Varco Pruden Buikl iugs is a d ivis ion of Blu cScopc Buil dings North America . Inc . Date: 8/l .J./::!.0 15 Tirnc: 02:47 PM Page: 31 of84 Dir. Co.:f. DOWN l .000 DOWN l.000 Loe . OF OF Desig11 loads a11d Reactio11s 15-007403-01 User Dcflncd Frumc Line Louds for Crou Section: E Side U1111s T Dcscri tion Mn•\ Loci Ma., Loc2 2 plf CG Fumalc-->Rcsnln't.1 Fmm Plane -71 30 6/6.0 -71.JC 9!6/0 2 If CG Fumacc->Rcsoh·~'tl From Plane ·''2.93 (,/(,/() -92.93 •n10 ® y x File: Ritle Hangar Version: 2015.la Varco Pruden Buildings is a division ofBlucScope Buildings North Amerii:a. Inc. Date: 8/14/2015 Time:02:47 PM Page: 3:! of 84 Dir. DOWN DOWN Cocf. I 000 1.000 Loe. OF OF '17 . 1811 r il e . Rit k I langar Design Loads a11d Reactio11s 15-007403-01 Date: 8/14/20 15 Time: 02:47 PM P11gc : 33 of 84 Ma •l Loci Ma ,7 Lo~2 Su 1. Dir. Coc t: Loe . -K:!.70 616,0 -82 .7C 9/t./O N DOWN 1.000 OF y x u.oc Version: 20 15 .1 a V ;,i rco Pruden Build ings is a d ivis ion ofBlucScopc Bui ld ings North America. Inc. Desig11 Loa1/s a11d Reactio11s 15-007403-01 E ' ? Date: 8/14/2015 Time: 02:4 7 PM Page: 34 of84 - ~";·The built.ling is desi!:,'tMI with br.icing diagonals in the designated bays. Column b;ise l'C'Jctions , base pfat~s und anchor rods arc ulli.'CtL'\I b}' this br:idng and diagonals may not Ill: rdoca11:d wuho111cun:suhing1he building supplier's cnginL-.:r. File: Rille I langar Version: 2015. la Varco Pruden Buildings is u division of BlucScope Buildings North Americu. Inc. Desig11 loads a11d Reactio11s 15-007403-01 Date: 8/ 14/2015 Time: 02 :47 PM Page: 35 of !!4 Shupe: Stornge Lt.111tls 1md Cutlcs -Sl111pc: Slor11i:c CU~·: Ri1lc County: (farficl1I s111tc: BuildingCmlt:" 2009 lntcm:11i,>nal B111ldingCrnfo Building Risk .'Occupan.:y Catcgor); !I (Standard Occupatt<:y Sirucl\lre) Colorado OMIS C -ASD 1)71\ISJ -.\SD Built Up~ C1\ldfonn; C'1111ntn: U11irL'll St;alL'S ftllinfali: 4 .00 inchL-s per lwur 3000,00 psi Concrclc Dcud 1111tl Cc1lh1tcrnl Lo:ids Collatcr.d Gm iiy (i .no ps r (."ollalt::ral Uplitl: O.tHI psf Side Typi: Mag A D 3 374 A D 1.200 Roof Uvc Lu:irJ Shape En lire En lire Roof u~c Lo:1d: 21WO psf :-Int RL'tludbk Wind Load Wind Sfl'.'\.'tl: 90.00 mph Wind Enclosure: cnduscd Height Used · 15 ·oro !Tyre: Ea\'C) B;isc EIL'\ation ~ O o:o rrimary Zonc Strip Wulth: 1414 · IJ Vclodty rrcs.~ure . «tz) 20 7.i p>f Topogrnphic f;1clor; l.OOOlJ l)ircctiouality Factor: tl.11500 Wind E~posurc (Factor), C: t1U!4'J) B:1sic Wini.I Pressure . 14 % l'l'f Snow Loud Ground Suow Load: .!ti.OU psf Flat Roof Snmv : 2K 00 psf 0~'5ign Snow (SlupL'tll : 2K 00 psf 1\prlicd 10 Frm rur SJ1L-cilietl Mimmu111 RuufSnow , 40 00 psf(U SR) Snuw Accumulatiun Faclur: 1,000 Snuw hnportancc ; 1 000 (iround 'RoofCon\crsiun · 0 .70 S1mw Drm on Roof A Snow Orin ~nmhct: Basi.: Snow Ocusily. 19 .20 lblll3 Snm\ l!nillmn: I 15/!1 Start 11100 Wall Start lleight: IWI I O Snow Drill Height: 512 4 Snow Drill Width : 2WX/15 Upper Roof\Vklch: 200.0 .~I Sliding Snow ; 67.20 psf Drilling Snow; 9959 psf Max Ap11hcd Drift Load : 127.59 psf T run,atcd Snuw ; O.OIJ psf T ntncalL-<l Width. 0/0 0 t>roxlmlty : O/Wll Sclsmk Lo:1tl M:tppL-d Sp..-ctral R~-i;pnn.~c -SsJ4JO • .. g Mapped S)l\.'t:tral Rcspon.o;c • Sl ;7 .Jll %i; Sdsmic Design CnlL'!lOry : C s~ismic hnp1•rt:rncc ; I .DUO FrJmc Sci~mi.: foclnr (C~I; ll.l ll13x W UraccScismic F:icior(l's): 0.1 J63x W Framing R-Factur: 3 0000 Bf•lcmg R-Fuctor : 3 0000 f tk , Ril l.; II an gar Fr.um: Wci~lu (assUmL'tl rur sdsmic);4.50 psf-USR Description Cowring Weight· 24 SSR + SL'l.v ndary Weigh! 2.17 : Roof: A Covering Weigh!· 24 SSR : Roof: A (just Factor: ] ,0001) Wind lmpi1rtancc Factpr: 1.1100 le"JSI Horiz. DimL'11Sion : l flO, 0 0 NOT Wintlbomc l)chris Region rans f roninns Zone 'itrip Width : 71.'6 •1r-o 00256 • 1 1.00 l • , 90 .00 r 1 • < 1.001 The 'L ow Rise' Method is Used Ram Su n:harg.:: 0 .011 Snow fap111>urc Ca1cgnry (Factor).:? P.artially E~pt>sL'tl (I oo, Th~TlTlal Calc !i,••ry ( Fa,lor): Heated ( I 00 l OhsiructL'<J: or Not SI ir1icry Slnpe Rcductio!I' I .Oil Slope Us..'tl: 4.7<>4 ( 1.000:12) S11ow Orm (rrnm Wnll .&, Shnpc ;\llantlc I lu11~nr) Avcr.igc Height: 19111 '0 l!pp1:r RoufSlopc: 2.3~6 ( 0 .500: 12 l End5010:0 Wall En1l lleigh1 : I '>I 11 r'O Snow Drill Height: ;\i1 '4 Snuw Drift Wid1h. 20/!l fl 5 UpJlLT Roof Width 20010 :0 Sliding Snnw: (> 7.:?0 psf Drilling Snow; 9'1 .59 psf Max Applk'tl Dnh L1~1d : 127 s ii ps.f Trunca!L'tl Snow~ 0 00 11sf Truncated Wit!th : o,o;o l'mximi1y; ().~110 •;,Snow USL..J in Scb1mc: 0 .00 Sc1~mic Snow Load; OJ IO psf Fr:imc Redundancy Fa.:tor:IJIOOO Bl'!ce Rctlundancv FaL1or : l OOOIJ Soil rrofilc Type: Stiff suil (0, 4) Di uphragm Condition . fk,tblc Framing Funtlamcnt:il Pcriutl : 0.:?449 BrJdng Fuml;m1L11l.1I P1:rio~ 0.15:?8 Funw1~cnwl Pcriotl llcil!ht \ ·,~,J; l'iill'N [k-..ign Sp.:ctral Rcspo11s~ • s,1~: o. J4l!'l Vl!rsi o n: 20 15 .l a V:m:v Pru den Bu il din gs is a di vi sion of BlueS copc Bui ld ings North Att 11;rica. Inc . v;7 _ ~ Side Type 1 E l E 3 E 4 E 4 E A E A E Mag 02:!11 0081 0309 0.230 OOKl I 613 1.613 Dcnecllon Com.llllons Unils psf psf psf psf psf psf psf Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time:02:47 PM Page: 36 of84 Sl1:1pc Applied to Eniirc Fm1Brc Rcct Fn11 Brc S[!<.'C fm1Brc Entire Fnn Brc Re ct Frm Brc Ent ire Fm1 [11t1re Brc Design Sp..-c1ral RL-srons.c • Sd I: O. l l 68 Description Seismic: Cownng Weight -26 Pand Rib+ SccunJary Weight 1.05 : Wull: I Seismic. Liner Weight -2l! Panel Rib: Wall: l Seismic Covcnng Weight · 2<• Panel Rib+ Liner Weight· 28 Panel Rib+ Sccon•l:uy Weight l.05 : Wull :3 Sei~mic · Cu\'L'fing Weigh!· :?6 Panel Rib+ SecnnJary Weight l .07 : Wall: 4 Seismic: LinL"l' Weight· 28 Panel Rib. Wall: 4 Seismic; CovL"l'ing Weight· 24 SSR + ScL~iniliuy Weight :?.17 + (lnduJ~ 6.000 Collalcml 4 j 00 frJmc Wcighll : Root: A Seismic Cuvermg Weight· 24 SSR + Sccomlary Weight 2.17 + (lncluJcs 6.000 Collateral 4.500 Frame Weight): Roof. A Fr.11111.-s are vertically support ing .Mct:JI Roof Purlins anJ Panels FramL'S are laterally supporting : Metal Wall Girts and Panels Purlins art? supporting.Mcl,JI Roof Panels Girts an: supporling:~foml Wall Panels D I L dC bl F CSll!n l)ll om nul ons • ram nl! No. Ori am Factor Application DL-scription l Systen1 1.000 1 0 D + 1.0 CG t 1.0 SMS > D +CG +SMS;. 2 System 1.000 1 0 0 + J.O CG + l.O <SMS D +CG +<SMS J System l 000 l.O D + 1.0 CG + l.O S> + l.O SD D + CG + S> + SD 4 SystL'1t1 I 000 1.0 D + 1.0 CG + l.O S> + 1.0 SS D+CG +S>+SS s Syst~'1t1 I 000 l.O D + l.O CG + 1.0 <S + l.O SD D+CG +<S+SD 6 SystL-nl l.000 1.11 D + 1.0 CG + l.O <S + 1.0 SS D + CG + •;S + SS 7 SystL-nl l.000 l.O D • 1.0 CG + LO Wl > D +CG +Wl> H System l .000 1 0 D + 1.0 CG t l.O .;\V l D +CG +<Wl 9 Syst~~n l .000 1.0 0 + 1.0 CG + 1.0 W2 > D +CG + W:?> lO System l .000 l.O D + 1.0 CG + UI ~w2 D +CG +-:.W2 ll System l 000 0.6 D .,. 0.6 CU+ ID WI > D +CU +WI> l:? System 1.000 1.6 D + 0.6 CU + I 0 ~w I D +CU+<WI 13 System 1.000 0.6 D + 0.6 CU+ 1.0 W2 :o D+CU+W2> 14 System l.000 ~Hi D + 0.6 CU + 1.0 <. W:? D+CU+<W:? 15 System 1.0011 l.O D + 1.0 CG+ 0,75 S + 0.75 Wl> D+CG+S+Wl> 16 System 1.000 1.0 D + J.O CG+ 0.75 S + 0.75 <WI D+CG+S+<WI 17 System l.000 l.O D +I.CJ CG+ 0.75 S + 0.75 W2 .,, D+lG+S+W2> IX System l.000 l.O D + 1.0CG+11.75S+11.75 -:.\V:! D+ CG+ S+<\V2 l'l Svstcm 1.000 l.O D + 1.0 CG +0.7 E> + 0.7 EG+ D + CG + E> + EG+ 20 System I 000 l.11 D + 1.0 CG +0.7 <E + 0.7 EG+ D + CG + <E + ECT+ :?\ System l.000 0.<1 D + O.b CU+ 0.7 E> + o.7 EG· D + CU + E> + EG· 22 System 1.000 0.6 0 + 0.6 CU+ 0.7 ··E + 0.7 EG-D + CU+ <E + EG- 23 Svstcm Dcri\Ctl 1.000 1.0 D + 1.0 CG t 1.0 \\'PAI D+CG+WPAI 2~ s)·stcm D~Tiw1I l.000 0.6 D + 0.6 CU+ l.O WPAI D+l'U+Wl'AI 25 System D~Ti\'ctl l.000 l.D D + 1.0 CG +U.75 S + 0.75 WPAI D+CG + S+ WPAI 26 S>"St~~n D~"l'iwd 1.000 l.O D + l.O CG+ 1.0 WPDl D+CG+WPDl 27 S>'Stcm DL"l'h'ed 1.000 l.6 D + 0.6 CU+ 1.0 WPD I D+CU+WPDI 2K System Dcri,·ed 1.000 l.O D + 1.0 CG+ 0.75 S + 0.75 WPDl D+CG +S+ WPDI 29 Svstcm Dcri\ctl 1.0()0 l.0 D + 1.0 CG+ l.O WPA2 D +[(i + WPA2 JO System OcriH'll 1.000 0.6 D + 0.6 CU+ 1.0 WPA:! D +CU +WPA2 JI S)"stcm Dcri\·ed 1.000 l.O D+ l.OCG+H.75 S +0.75 WPA2 D +CG + S + Wl'A:! J2 System Dcri\ ed 1.000 l.O D + 1.0 CG + l.U WPD2 D+CG+Wl'D2 33 S)'lilcm Dcri,·cJ l.000 0.6 D + 0.6 CU + l 0 Wl'D2 D+CU +WPD2 34 System DL"Ti\·etl l.000 l.0 D + 1.0 CG+ 0.75 S + 0.75 WPD2 o +CG + s.,. wrD2 35 System Deriwtl 1.000 LO D + 1.0 CU + 1.0 WPB l D+CG+Wl'Bl 36 System Dcri\·ctl l.000 O.Ci D + 0.6 CU+ 1.0 WPBI D+CU+WPBI 37 System Dcri\cJ 1.000 l.O D + 1.0 CG + 0.75 S + 0.75 WPBJ D +CG+ S+ Wl'Bl JH Sysicm Di:ri\'Cll 1.00() l.O D + l.O CG + 1.0 wrc l D + l"G + wrn 39 Sysicm Dcrh cd I.Oil() U.6D+0.6CU+ l .OWPCI D + l"U + WPCJ 40 S)'Stem Dc'fi\·eJ 1.000 1.0 D + 1.0CG+0.75 S +0.75 WPCI D +ca + s + wrc t 4l S)'litcm Dc'fi\'eJ 1.000 1.0 D + 1.0 CG+ 1.0 WPB2 D+CG+WPB2 42 SvMcm Dcri\'etl l.000 O,li D + O.b CU+ l.O Wl'B2 D+cu --WPB:? 43 s}·stc1n Dcri\'Cd l.000 l .U D + 1.0 CG +0.7.5 S + 0.75 Wl'B2 D + CG + S + WPB2 44 Svs1cm DcriwJ l.000 1.0 o + 1.0 co ·~ 1.0 wrc2 D ;.CG+WPC2 45 Sys1cm Dcrivc'll l.000 10.6 D + o.6 cu + 1.0 wrc2 D+CU+WPC2 File: Ri tlc Hangar Version: 2015 .1 a Varco Pruden Buildings is a division of Bluescope Build ing s North America. Inc. Desig11 Loads a11d Reactio11s 15-007403-01 Date; 8/14/::!nIS Time:02:47 PM Pa~c : 37 of84 4(> 47 48 4'' 50 Sys1c111 DcriH'tl Sy-ste11\ Deri vL'tl System DL'fi\·L'tl System DL'fivctl Svstem Derived 1.IHMI l.O D + 1.0 l'U + 0,75 S + 0.75 Wl'('2 1.000 1.U D + LO CG + 0.7 EB >+ 0.7 EG+ 1.000 ~J.6 0 + OJ1 C U + 0 7 EB > -.. 0 7 EG· 1.000 LO D + I.II CG + 0.7 <:EB + 0.7 EU+ I.ODO Ml.(1 0 + O.n CU + 0.7 <-E B + 0.7 EQ. Deshm Lo:itl ComhlnutlohS • Br11cll1 • No. Uri 11in f;1c1 or Armli calion I Syslcm 1.000 l .OD +l.O\VPAI 2 System 1.000 l.O D + 1.0 WPD I 3 System 1.000 l.O D + 1.0 WPA2 4 System l.UOO 1.0 D + 1.0 WPD2 5 System l.UllO 1.0 D + 1.0 Wl'B I (i SystL1ll 1.000 1.0 0 + 1.0 WPCI 7 System 1.000 1.0 D + 1.0 WPB2 !! System J .000 1.0 D • 1.0 WPC2 9 System l .OllO 1.0 D +0.7 E"> Ill Syskm I.ODO 1.0 D + 0. 7 <E I I Sys1c111 DLTivctl l.0110 1.0 D + 1.0 l'G + 1.ll WPAI 12 S}slcm DLT ivcil l.OCIO J .0 D + 1.0 CG + l.O WPD I 13 Syslem Der ived l.000 1.0 0 + 1.llCG + l.O WPA2 14 Sntcm Dcrivcll 1.000 1.0 D + 1.0CG + 1.0 Wl'D2 15 S~stcm Dcrivell 1.000 1.0D +1.0CU + 1.0\Vl'B I 16 S~stem DcriVL-<l 1.00ll 1.0 D + 1.0 CG + 1.0 WPC l 17 System CXTiH'li l.OOll l .O D + 1.0 CO + I .II WPB2 IX System Dcrivc1I LUCIO 1.0 D + 1.0 C:G + 1.0 WPC2 19 S}"S1l'lll Ocrh·c<I l .000 kl.(i D + O.H 'U + I.Cl WPAI 20 Sys lL~n D•'fi\·cd 1.000 k1.6 D + o.<; cu + 1.0 wrD1 21 SyslL'lll Ocri\'L'tl 1.000 kl.<• D + O. D + 0 .6 l'U + I.Cl Wl'02 26 Syslcm Dcrh·cd l.000 O. l'U ·~ 1.0 Wl'C2 27 Sy~lcm Deril'cll I 000 I.OD+ 1.0CG +0.75 S + 0.75 Wl'Al 211 Systc111 Deril'•'tl 1.000 1.0 D + 1.llCG + 0.75 S + 0.75 Wl'Dl 2'' Svstcm Derived 1.000 1.0 o + 1.ocu + o.75 s + o.75 WPA2 JO S~s t cm CX'Tivctl 1.00[) 1.0 o + 1.0 CG + o.1s s + o.75 wro2 .\I Svstcm Dcriwd 1.0011 l.O D +I .Cl CG + 0.75 s + 0.75 wrn1 J2 s;·s1L'ln Dcriw<I I.CICIO 1.0 D + 1.0 CG + 0.75 S + 0.75 WPCI J3 Sysll'lll Dcriwd 1.000 1.0 D + 1.0 CU +0.75 S • 0.75 WPB2 34 System Dcri\'L'tl 1.000 1.0 D + 1.0 CG +0.75 S + 0.75 WPC! 35 System Oeri\'L'tl 1.000 I.OD + l .OCG +0.7E>+0 .7 EG + 3<> SyMc1n Ocrivctl J.000 l.O D + l.O Cli + 0.7 <E + 0.7 EG + 37 Svstcm Dcri\·cd J.000 ti.Ci D + O.n CG + 0.7 E> +0.7 EG· ·"I S~stcm Dcriv L-tl 1.000 0.6 D + 0.6 CG + 0.7 <E +0.7 [(j. Desi~ n L1111d Comhlnutlons -Purlln No. Oril!in Faelor ,\nnlk;1U1"1 I System 1.000 l .O D + 1.0 CG + 1.0 SMS 2 Sy~tc1n I 000 1.0 D + 1.0 CG + 1.0 S + l.O SD :i Sy~1em 1.000 1.0 D + 1.0 l'G + 1.0 S + 1.0 SS 4 Svs1cm I 000 l.O D + 1.0 CG + 1.0 PFI s Sys1~1t1 I 000 l.O D + 1.0 CG + 1.0 PF! II Syst~T11 1.000 l 0 D -1.0CG +I 0 Wt .- 1 SyslLTll 1.000 l n D + 1.0 Cu + l .O ., W2 I !I Systclll 1.000 b 6D +0.6CU + 1.0\Vl .., 9 Syst•~ll 1.UOO b 6 D • 0.6 CU+ J.0 ~ W2 IU System l.CIUO 1.0 D + 1.0 C'G +0.7S S + 0.75 WI > ll Svstcm I 000 1.0 0 + 1.0 CG+ 0 .7'i S + 0,7!i .-w2 12 Sys1c1;, Dcri\'L-<l 1.000 1.0 D + 1.0 CG+ 1.0 WPA! 13 Svslcm Der ived J .000 ~l.(10+0 .tiCU+ l.O \\l'AI 14 S~s1cm Dcr i\·cd 1.000 l.O D + I.II CG+ 0 .7.'i S + 0.75 Wl'A I J5 S~slcm DcriVL-<l 1.UllO 1.0 D + 1.0 CG+ 1.0 \\'POI 16 System CXTiYL'tl 1.000 n .6 D H I (1 CU+ IJl WPOI 17 S}slcm DLTi >cd 1.0110 l.O D + I 0 ( G + 11.i ~ 'i-0.75 WPDI IX System Derived 1.000 I.CJ D + I.Cl CG + I .0 WP A2 Fill!. Rillc lla nga r Va rc o Prud en B u il <l i ng ~ is a <l iv i!>ion of Bluescope Build ings Norlh Amer ica, In c. [D + l 'G + S + Wl'l'2 ~D + CG + EB:> + EG+ 1D +CU+ EB ,. + EG · ~D + CG +•:EB+ CG+ 1.0+ CU +·=EB+ EG- Dc~riotion D +WPAl D +WPD l D + WPA2 D + Wl'D2 D +Wl'BI D+ WPCI D +WPB2 D +WP<.:2 D +E> O +"E D +l'U + WP.r\I D +CU "" Wl'DI D + CG + WPA2 D + CG +WPD2 D +CG +Wl'Bl D +((i +WPCl D +r<i + Wl'B2 D +CG + WPC2 D +CU + WPAI D +CU +WPDI D +CU+ WPA2 D +CU +WPD2 D +CU +WPB I D +c u +wrn D+CU +Wl'B2 D + CU + WPC2 O + CG +S + WPAI D +CG +S+WPDI D + CG + S + WPA2 D + lei + S + WPD2 D + CCi + S + WPBl D +CU + S + Wl'Cl D + CG + S + Wl'B2 o + co + s + wrc2 D + CG + E» + EG+ D +CG +•.E + EG+ D +CG + E> + EG· D + CG + • E + EG - DL~rin1io11 D +((i +SMS D+CG + S -r SD o +cG + s .,.ss D +CG + PFl(Sp;1n 1 l D +CG + l'Fl tSran 2) D +CU +Wl' D +CG +<.W2 D +C U +WI > ,D +C U +·~W2 ,D +cu + s +\VJ :.> D +CG +S ;-.:\V:? D+CG +WPAI D • CU •WPAI D + CG -t S + WP A I D + CC i + \V PDI D + fl J + WJ>D I ~) + CG "" S "" \\ [I[) 1 D +CG +WPA2 Vcr!>ion : 101 5. I a ~ I I v;7 , UIBI Desig11 Louds a11d Reactions 15-007403-01 Date: 8/14/2lll5 Time:02:47 PM Pngc: 38 of84 19 Sys1c1n DL'l'hL'tl 20 SystLin Dcrh-cd 21 Sy~tcm Dcrh-L'tl 22 System Dcrh·cd 23 System Dcrh·cd 24 Svstcm DcrivL-J 25 System DcrivL-J 2·si.:m DL"lived 2') Svstem Dcriwd 30 Svstcm Dcriwtl 31 Svstcm Dcriwd 32 System DerivL-J JJ S)·stcm Dcri,·cd J4 System Dcri~cd 35 Syst.in Derived Jo System Derived 37 Svs1cm Derived JI! Svstcm DcriH-J 39 Svstcm DcrivL-J 1.000 O 6 D + 0.6 CU+ l.U WPA2 1.000 1.0 D + l.O CG+ 0.75 s T 0 7S \\ PA2 1.000 1.0 D + 1.0 CG+ 1.0 wr02 l.000 > 6 D + 0.6 CU+ 1.0 WPD2 J.000 I.OD+ l.OCG+0.75S.,.075WPD2 1.000 I 0 D + 1.0 CG + 1.0 WPB I 1.000 '16 D + 0.6 CU+ 1.0 WPBl 1.000 I 0 D+ l 0 CG+ U.7.5 S+ o 75 WPBl 1.000 1.0 D + I 0 CG+ 1.0 wrc1 1.000 l.6 D + 0 <1 CU+ 1.0 WPCl 1.000 I 0 D + I 0 CG+ 0.75 S.,. 0 75 Wl'Cl J .000 I .U D + I 0 CG + 1.0 WPB2 l .000 '1 6 D + 0 6 CU + 1.0 WPB2 I .ODO 1.0 D + 1.0 CG+ 0.75 S+ 0.75 WPB2 l.otlO l.UD+l.OCG+l.UWPC:! 1.0110 0.6 D + O 6 CU+ l.O WPC2 l 000 1.0 D + I 0 CG+ 0.75 s + 0 75 wrc2 1.000 1.0 D + 1.0 CG+ 0.7 EB> +0.7 EG + 1.000 l.t1D+o6 CU +0.7 EB>.,. 0.7 EG- 1.000 1.0 D + 1.0 CG+ 0.7 ~EB+ 0.7 EG+ l.000 0 6 D +O 6 CU +0.7 ··EB+ 0.7 EG- Desi n Load C."0111hln111luns -Girt A hc:ition I Sys1cm 1.000 1.0 WI > 2 S slcin I 000 1.0 <W2 Desllm Loud Comblnullons -R p oof· 1111e Nu. Oril!in Fuclor Application I System 1.000 1.0 D +-1.D SMS 2 Syslem l.000 1.0 D + 1.0 S + 1.0 SD 3 System 1.000 1.0 D + 1.0 S + 1.0 SS 4 System t.000 1.0 0 + 1.0 <W2 5 System 1.000 !60+ I.OWi> Desi II Lnad Co111bln11tlons -Wall -Panel No. Oril!in Factor A lico1ion I System 1.0011 1.0 WI> 2 S 'Siem 1.000 I O r:W2 Dcn~ctlon Lo11d Ctlmhlnutlons -Fr.imlm.• No. Ori1.?i11 Factor DcfH DcfV Amihcauon I System 1.000 0 180 1.0 SMS 2 System 1.000 fiO 180 0.7WI'> 3 System l.000 60 !80 l.7 -WI 4 S)stcm 1.000 60 INO l.7W2> 5 System 1.000 60 180 0.7 -<W2 6 System DL'liH-d 1.000 60 U!tl 1.7\VPAI 7 Syslcm D~'l'ivcd 1.000 60 180 1.7 WPDI 8 Sys1em o~iiwd I 000 60 180 '1.7 WPA2 9 Syslcm DLiiWd 1.000 60 180 '1.7 WPD2 10 Svs1em Dcrh·L-<l 1.000 60 180 P.7 Wl'BI IJ System Dcri \'L-<l 1.000 60 180 l.7 \\'PC! 12 SystL'l'U Dcm·L-J 1.000 60 180 0.7 WPB2 13 System Dcrh·1.-J 1.000 60 180 l.7WPC 14 System 1.IJOO 10 0 J.O I> ... 1.0 [G. 15 Sys1em 1.000 JO 0 1.0 ··E + 1.0 EG· 16 Syst.m DL'fiwd 1.000 10 0 l.OEB::- 17 Svstcm Dcrh·cd 1.000 10 () 1.0 ..:EB Oeflecllon Loud Comhlnulhlns -Purlln No. Oni:m Factor Dctk1.1iun A1111h~u1111n I System 1.000 180 l .OSMS 2 System 1.000 180 07\VI> 3 Sy:.1c1n 1.000 180 01 ... w2 lkficctlon Loud Combl11111ions -Gire File: Ri Jle llangar Varco Pruden Buildings is a dhision ofB!ueScope Buiklings North America. Inc. D+<:U +Wl'A2 D +CG + s '!' wr A2 D+CG + WPD2 D+CU + WPD2 D +CG + S + WPD2 D+CG + WPBI D+CU ;.WPBI D+l'G 1' S'!'WPBI D+l'G + WPCI D+ CU •WPCI D + CG + S + WPCI D+CG+WPB2 D+ CU+WPB2 D + CG + S + WPB2 D+l'G + WPC2 D+l'U +Wl'C2 D +CG+ S + WPC2 D + CG + EB> + EG+ D + CU + EB> + EG· D + CG + "EB + EG+ D +CU+ r:EB + EG- DcSLri lion Ot:scriplio11 D+SMS D+S+ SD O+ S -.SS D+-=W2 D+WI ~, DL-scri tion Dcscr111t1011 SMS WI:~ <\\'I w2~ <.W2 WPAl WPDI WPA2 WPD2 WPBI WPCI WPB2 wrc2 E>+ EG- •E + EG- EB> <EB Dcscnptiun SMS WI ::. ~w2 Version: 2015 .la Design loads and Reactions 15-007403-01 No. I 2 Ori 1.tin ~}~lcm S '1-k nt Factor 1.000 1.000 lklkction 90 1.7\V\:> 90 7 •.W2 l>cOcdJun Loud Cmnhlnut ltm' -Roof -Panel I S}'l>lcm 1.000 60 60 I 0 SMS '.! Svsh:m I (Jtlll 60 60 0. 7 •. W2 lnOucnce ,\rc:as for Cross Sectlon:5 Lo1:alion Di~tan".? Left Riclit 1/0.0 -Side 4 0 12.0 121•)/() ()/0/() I t.!1 10 l'.!l'J/0 CUl/O 1/0/0 -SiJ.: 4 0/:?iO 1614/0 110/0(1) 16/110 16 '4/0 liOlO A lic:11ioo II lication Tot:1I Surface 12/C)IO Wall 4 (Atlantic llani,oarl 12/9.i4t 171410 \V;1112 (Stm·Jgc) 17/4/0 W I ~ · W2 Din.~iion Leeward WinJwnnl bk Rifle 1 langar Vcrswn: 2015 .1 a Varco Pru den Bui ld ings is a di vis ion of BlucSi:opc Buildings Nor lh America. Inc. Dale: 8/14/20 15 T imc:02:47 PM P:agc: 39 o fX4 Dcscri ·on Dc:«:ri l~n OvcrriJ.: An:a (sa. fl.I 239.4 1 239.41 ' I I Desig11 loads a11d Reactions 15-007403-01 ® Bl. Date: 8/14/2015 Time:02:47 PM Pnitc: 40 of 84 <">The building is dcsit,'Tit'll '~ id1 br.1dng diagonals in the Jcs1gm1t•'<l bays. Culumn bi1sc rca t tions , has.: plates and •mclmr rods :in: alfo.:tcd hy 1his bracing imd Jbgunals may not hi: rclocatetl without co11sulting the building suppl ic( s cngin•'Cf. File : Rifle Hangar Version: 2015. la Varco Pruden Buildings is a division of Bluescope Buildings North Aml!rka. Inc. Desig11 loads a11d Reactio11s 15-007403-01 Date: R/14/201 5 Time:02:47 PM Paee: 4 1 of 84 Reactions -Summary Report w/Controlling Load Comb Shape: Atlantic Hangar li u ,!.J cr C<intacl; N,1me: T1."<:tonie M;irug1:rn1.'llt Group. Inc. Aiklr1.-ss : 6695 W~'lit 4~th A\'enuc City. State Zit': Wh~':lt Hi1l-,;e. l'olorndo JiOO.H Country : Unit1.'tl Stales Louds 1md Co1lc' • Sh11p1.>t ,\tl:inttc U1111i:ar (•mj~'<:I ! Ritlc Aviallm1 Bu iT.11.:r PO#: Jobsi1i:· Ci ty. State Zip: Ritk.Color.idt1 8 1(,50 (ounty, Country : Garlidd Unit~'tl States City: !Wk C11unl)': Garticld Slut~: Col orado OSAlSC-ASD 07 AISl -ASD Country: Uml~"tl S1'1h:s Rainfall: .i 00 inches p..-r huur 3000.00 psi Concrcre Builtling Code· 1009 h11cm:1tional Bui!diug C oJc BuilJing Risk. Ou:u p;lllCY \atcgory: II (Stand:ird O~cup:mcy Str11c1Dfc) Built Up; Cold Fonn: Dcnd 1md C'nU11tcral Loads Cullatcr.i l Gra\·i1y:f• 00 psf Collater.il Uplitl : 0,CIO psf Wl11dlm1d WinJ Spc1.-d. 90 00 1nph The 'lc•w Ri:u:' M..:thod is u...;d Wind fapo~'lil rc ffacturl : C II 02 I) Parl~ Wind Exposure Factur; 1.02 1 Wind Enclusur.:· EncloSL'li Wind lmpurtancc Fa~-tor: 1.11110 T opogr:iphic Factor: I JJlltlU NOT Windliomc Dchri :.t-Region Dase Ele~atinn : o ·o.-o Pdmary Zone Strip Width : :!!Ii''>' 111 Pans I Portions Zunc Strip W 1dtll. I ·li'4 • n Dasie W1ml Pn:ssurc: p _•Jl) l'>f hie. Rill c l la 11 gar R<iolTnvcring t" Sc.,.ind O\";IJ Load ; V:iti1.'5 Frame Weight (11 s.~m..-c.I !ht scisn1ic) K.50 llSf-IJSR SnuwL1111d (I mu mt Snow Lo;1d : 40.()(J p~f Flat Rmt"Snnw; 25.10 psf t.>c~ign Snow (Sloped)_ :! 5.10 p;f R.1in Surd1:irge; ll 00 Spccilicd Minim11m Roof Snow · 40 00 psf\L SRl Exposure Carcgory (Factm): I Fully Expos..'1.l (11 .'lO) Snow !mponancc: 1.000 Th~Tinal Category (Fa<:tor ,. H.:-.itcd ( l .1110) Gmund RoofC-onwrsion ; 0 _ 70 "• Snuw Used in Scismk : 0 .00 Scisnuc Snow Load . U.110 ,,.r Unohstmctetl, SI ippcry Va rco Prud en Bui ldi ngs is a div is ion of BlucScopc Buildings North America. Inc. lfoof Lh·c L1u1d Roof Lih! loa~I -:!O 00 psf Nut Rcducihlc Seismic Lond Mapped Sp..~lr.il R1..,;ponsc • Ss:34.J() %g l\.la~-d Sp..'1:Lr.il RL-sponse -S 1 :7.30 "·•!:! Sd smic Dcsiiin Calcgory. C St:i smic lmport'1ncc. 1.11 00 Fr-.iming Funda1Ucnta l Pl'f iod . 0.4'1!.' Bracing Fundmnenlal 1'1.•tu>l\; 0 ,2939 Fr.1ming R·Faclor: 3.004)0 Bra~ing R·F•1~tor: 3 .0000 Soil Pwlili: Type. Stiff soil (D, 41 Diaphr.igm C.'omlition: Flexible rrn1nc Redundancy Factor: l .0000 llr.icc R.:Jum.lam:y F;tctor : I .0000 rr.1m.:Scismic Factor(Cs): 0.0791 x. \V B ra ~c Seismic Factor Ks)~ 0.1 l 63 x W o~'Sign Spt.'\:lra l R1.~ponsc -Sil l: 0 . t I 6R Dcsi!,'11 SJll.'\:lra l R1.~popse -Sds: 0.3489 Vcr s10n : 2015.1 a v;7 _ UBI 0 llBlldl D II vcr:. II Ill! cscript on Shape A1lanuc Hangar Ofti"1: Sloral!C O\·er:tll Sha c Dcscrl Desig11 loatls a11d Reactions 15-007403-01 Overall Uwrall Floor ArL-a Wall Arc:i Roof Arca Max Ea\·c Min. Ea\c Width lcniuh (sq. It.) (sq. fl) (sq. n.1 ~lch:hl Hci!!hl2 200/0/() 15010!0 30000 221::?'> 30026 36.•UO )Ml 0 Jo ,o.n 20010 ;0 tiOOO 3455 6021 l SUl!l 13/0;0 25/0 iO SO;o _n 1250 1-152 1254 16(110 l-1100 Toti\ for All Sha11L'l" 37!50 27036 :mOJ Date: 8/14/2015 Timc:02:47 PM P11~c: 42 of84 i\fox. Roof Min. Roof P1:t1k Pilch Pilch l·h:1i:ht 0.5011:12 0.500: 12 -10120 1.001):12 -1 000:12 Rouf I Roof2 FrumGnJ Tu Grit.I \\'it.Ith Ea\c Ht. Eaw Ht . 2 Pilch !'itch 2 Dist. to Rid!!c Pcuk Hci1d11 A B M-M-11 200 ,'0/0 150/(),1) 36 {);0 J6:1110 0 500:12 0.500•!2 IOO;O/O 40.2.'ll © "> '> '> -:1no.n-.1a.eoo "'°'·"" 78'.o "11i;• <'">The huilJing is 1.ksigncd wi1h hr.icing diagonal~ in the dcst!:\flal•><l bays. Column busc rc-.1cti1.ms, hasc plates and :1nchur ro1.ls aN affo;1cJ by lhis hr.icing ;ind diagonals may llllt be rclocalcd wi1hout consulting lhc building supphcr's ~itginL-cr. File: Rille llnngar Version: 2015.Ja Varco Pruden Buildings is a division ofBlueScope Buildings North Atm:rica. Inc. "'7 -a.. Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/ M/20 15 Timit:02 :47 PM Pnj!e: 4 3 of 84 Wall: 4, Frame at: 1/0/0 Frame ID ft I I 11 Values >hO\\ll ar.: r.:sislinu forces ofd1c foundation _ a .. sc ec ~m~'<-1ino Oesign f, 8:1sL'll un J000.00 (P•l) Concrete R lJ f: IL dT F I c11t1 hms-n uc1<1rcc nll \'&W ltt tame Cross Seel on: Ill Type X-Loc GriJl -Grit12 Base Plalc W ~ L (in .) Base Plate Thickness (in.) Anchor RoJ Q1y, Diam. (in.) Column Buse Elev . LoatlT""" Load Dci;c1ip1ion Dcsc . D Material Dcud Wcigh1 Fnn (.'(i C'ollulcrJI Load fur GrJvi ry Cas•'S Fnn u, User DctincJ LoaJ • [ Fnn s Snow Load Frm L Roof Liw Load Fm1 Wl> Wind Load. Case I. Right Fm1 U3 L.cr Dctin•.J Load - 3 Fnn r.WI Wind Load, Ca~c I. Lei\ Fnn W2 c• Wind Lwd, C:L'il! 2. Righi Fnn ··W2 Wind Lt~tcl, Case 2, Ld\ Fnn cu Cutlatcral Load tbr Wind Cas•-s Fnn Ul User Dcfin•'ll Load • 2 Frm WPA1 Wind P:tmllt:I • Ref A. Case I Brc WPA2 Wind l'ar.lllcl -Ref.I\. Case 2 Brc WPB I Wind l'ar:illd -RcfB, Case 1 Brc WPB2 Wind ParJlld -RcrB. C;tsc 2 Brc WPCI Wind ParJlld • RctT. C;tsc 1 Rrc WPl'2 Wind Porallcl • Rcfl'. l'as.: 2 Ure \\·!'DI Wind l'ar.illcl-RcfD, Case I Brc Wl'D:? Wind 1':1rallcl -Ref D. Case 2 Brc SMS> Sp1:ciJkd Min. Rt~>fSnow • Noliona[ Right Fm1 ·SMS Spccili•'<I Min . RuofSnuw -Nc11i c.1nal Lcti Frm 5:--Snow -Nouona 1 Right Frm so Snow Drift Luad Fnn SS Sliding Snow Luacl Frm . s S111111•. Noliunal Ldi Frm USl* U.ibal;mccJ Snow Load I. Shilk'll Righi Frm *US l UnbafancL't.I Sne11\ Load I. Shi1kd Lcll Fm1 E.,, Seismic LuaJ. Righi F1m [(j + Vertical Sci,mic Ell\:ct. Addill\c Fnn E Seis mic LoaJ. Lcfi Fnn l <..-V<.:rtic:ll Scbmic Elfcct . Subtractilc Fnn File : Ri Il e 11.mgar Frame Typc;Contiuum1s U.::1111 11 11 11 Exterior Column IJL!L'Tillf l°lll Ullln Interior Column 0/00 211:0;0 57/010 10-B E-tl F-11 MX 13 •) x IJ 9x13 o HS n 175 0.J75 4 -0.750 4 .o 750 4 -0.750 100'-2" 10ll'·2" I00'-2 " 11~ Vv Ux llz Vv lh l lz Vv O.lll 2.1;2 . -0.02 3.711 . -(t 02 3 .')') 0 .1 9 3.28 . -0.C/4 6.17 . -0 04 6,49 0.15 J 09 . . 3.72 . -3.71t O.S2 11.24 . .0 .1<1 22 .00 . .0.1 5 23 24 047 4.29 . . 8.80 -. •l.44 rn11 -l.07 . 2 Kl ·13 .77 -.1.13 ·lll .!18 - -. . . . - 4 I :? ·'1.17 -·1.13 -10.44 --U M -14JX 2 R:! -1 .21 . .()_65 -9 22 -..0 68 -5-65 .(,JI! ·6.31 . 0.36 ~5 S9 . 0.33 -9 .15 - -. . --. . - -. --. . 4.l l -5 ,711 1.71 -9 .10 1 l!K --!0.42 244 -2.94 0,92 . 4 53 o.•n . -5.20 4.17 .(!,[() 1.65 . -'1 .43 1.76 . ·'>.87 2.52 -3.25 0 HO . 4 HS 0.115 . 4.M 2.93 -7J8 1 -14 -_, 1.08 l .53 --I0-511 12:1 -U4 0-51! -lt.5 0 0,(12 . -5 34 2J!6 -'\.95 l .48 .•).42 l .SX . ·lO 94 1.1 4 -3 .l I 0.63 . 4.84 0.67 . -5-72 0.83 16.92 . .0.22 33 .19 . -0.22 J 5.09 08'.l )(1 _92 . -0 ..22 33 .llJ . .0_22 ,l 5_H<J 052 11.24 --I t_){, 22 00 . -0 .15 23.24 -0 11 9 17 . -ll-24 17 15 -0 .:?4 17.!<I -. I . I . . -- 1L~2 11:?4 . -O.H1 :2.00 -0 .1 5 23 .24 o.io 5.31 . . I0 .7J . . 17?1 0.4.1 1.98 . -I 2.97 . . 3.50 1.911 2.711 -0 .21 .J .13 . 0 1L24 !Ul! 0 03 047 . . 0 '1 2 . -0.97 -1 911 .2 70 . 11.21 I 3.13 . 024 -1118 -0.03 -0 ,47 ~ . -U.'J :? . . -O _'J7 Vers io n: 20 15.l a Varco Pruden Bu ildings is a tli1,i sion o fBlucScopc Bu !ldin gs No rth /\1m:rica. Inc. t h Interior Column 116/0i O G -l l '>X 13 0.3 75 4 -0.750 100'-2" lh llz Vy --l t.0 2 3.1!7 . ..{) 11.1 S.94 . -3.fi'l . -0 .15 2 1.97 . . 8A4 . 3.4 1 ·11.1)9 . -. . -1.5'> -12.2 6 . .() 70 .(; .'8 . OJ4 -7 55 . . . . . . U1 8 --9.25 D.95 . 454 t.77 -.X.115 Ol!.i . -4 1-1 l ,(10 . .') 88 0.67 --5.17 t .66 . -10.(13 0.73 . .s.n --11.2 1 3 _,_07 . .(L2 1 :nm . -0 .15 2 1.97 . -0 . .23 17 .Rl . . . ~ 4).15 21.'>7 . . 16.76 . . 1.71 .(1.:!-1 .o 34 ~ -o sq ~ 0 1 4 034 . -.0.119 I Desig11 loads a11d Reactio11s 15-007403-01 Date: 8/14/2.015 Timc:02:47 PM Pngc: 44 of 84 EB> <EB SMS Smmic Brae.: RL-:iction, Right Scbmic Brace Reaction, Left S L"Citicd Min. Roof Snow Bn: Brc Fnn 0.40 ..OAO 0 83 Type lntLTior Column X-Loc 115 ,0.'0 GriJl • Gml2 H-1 t Base Plate W x L (in.) 9x13 Base Plate Thickness (in.) 0.375 Anchor Rod Qty/Diam. (in ) 4 -0.750 Column Base: Ekv. 100'·2" Load Tvn.: Load Dcscnpuon Dcsc. llx Hz D Matcnal Dead Wciglu Fnn . -tl.02 CG Collateral Lo:ul for Gr.t\'ity CasL'S Fnn . .().(J4 UI User DclinL-.:1 Lo;1<l • I Fnn . . s Snow Load Fm1 . -tl.15 L Rouf Li\'c Load Fnn -- WI> \\'ind Load, Case I, Right Fnn . 3J4 U3 U~r Defined Load • 3 Fnn . . <WI Wind Load. Case: I, Lell Fnn . -1.54 W2> Wind Lm11l. Case 2, Right Fnn . -tl. 70 <\\'2 Wind Load, Case 2. Lett F1111 034 cu l'olfotcral Load for Wind CaSL'S Fm1 . . U2 User Dctincl Load • 2 Fnn . . WPAI Wind ParJllcl • Ref A, Case I Bn: . 1.64 WPA2 Wind Pamllcl -Ref A, Case 2 Brc . 0.72 \VPBI Wind P;millcl • RdB, Case I Brc . UK wre2 Wind Parnllcl • Ret'B, Case: 2 Brc . 0.66 WPCI W1ml Parallel· RcfC, Case I Brc 1.76 WPC2 Wind Parallel· RcfC. Case: 2 Brc . 0114 WPDI Wind ParJ!lel • RcfD, CISC I Brc . 1.118 wro2 Wind ParJ!lel • RcfD, C1.o;c 2 Brc . 095 SMS'-Sped ti..-d Min. Roof Snow -Notional Right Frm . -0.21 <SMS Spcc1fkd Min. Roof Snow -Notional Left Fnn . -tl.21 S> Snow· Notional Right Frm . -tl.15 SD Snow Drill Load Fnn . -tl.24 SS Sliding Snow Lood Fnn . . •.S S1mw • No1ional Left Fnn . .0.15 us1• Unbalanced Snow Load I, Shified Ri!,!hl Fnn . . •us1 Unbalanced Snow Load I, Shifted Left Frm . . E> Seismic Load, Riglu Frm . -0.25 EG+ Vertical Sci~mic ERi.-ct, Additi\'c Fnn . . <E Seismic Load, Lei\ Fnn . 0.25 EG· Vertical S..:ismic Elfcc!, Suhtmcli\'c Fnn . . EB> Seismic Brace Reaction, Right Brc . . <EB Seismic Brace Rcac1iun, Lei\ Bn: . . SMS Sl"l\.-cilicd Min. Roof Snow Frm . -0.21 :\hn.lmum Combined Reactions Summary '~1th Foclorrd Louds -Fr11111lnJl No11:: All reactions arc ba54-d on I st order slructural ;malvsis. AP11ropna1c L IF be r fi t . rfi d . Oa( actors 111ust ap) 1~'tl or ' csum o oun auons. Vy .t04 6.55 3.70 23.37 9.55 ·15.33 . .<J.'J1 -10 .211 -t87 . . -11.15 -3.IO -7.117 -2 113 -12.()7 -7.02 -12 62 -7.57 35.29 35.2') 23.37 1780 . 23.37 4.45 111.47 0.24 0.911 .0 24 -tl.98 . . 35.29 X-Loc Grid llrz lcll Load llrz Right Load llrz In Load HrzOut Load (-Hx) Case (Hxl Case (·HZI C;ISI! {Hz) (k) lkl (kl (k) 0.'010 JU-B C..32 II 5.37 4 . 21110:0 E-11 . . . . I 20 5 2.79 57i"O.O F-11 . . . . 144 5 3.12 116/0'0 0-11 . . . . 1.65 5 3.40 115 ()/() 11-11 . . -. 1.60 5 3.33 144i00 1-11 . . . . 1.35 5 2.93 170/0.0 J-11 . . . . 1.17 5 2.74 211010 0 10-M 6.13 5 7.34 10 0.93 31 0.64 :\laxhnum Frume Reuclfons • F11d11r~d Load Ciases al Frame Cross Scctlo11: ID Nute· All rc:tctions arc hasc..J on I st urdLT slruclural ~n;tl)'sis. File: Rille Hangar C;isc . II II II 8 8 8 52 .(122 3319 .() 2:? 35.09 lntLTior Column 1 ntcnor Column 144 ,0/0 170/00 1-1 l J-l l 8 x IJ l) x 13 0.375 Cl 375 4 -0.750 4. 0 750 100'-2" IU0'-2" Hx Hz Vv !Ix Hz \'\• . ..002 3.77 . -tl.02 380 . ..004 5.93 . -tl.04 604 . -3.M! . .(J.05 ).80 . -0.15 21.34 . -IUS 2 l.53 . . 839 . . R 59 . 2.95 -15.71 . 2.75 -9.79 --. . --1.2lJ -7.41 . -l. l I -13 .08 . ..0.64 -10.116 . .().(,3 -5 .64 0.32 -2.Sf> . 0.35 -8 .'>3 . . . . . . . . . . . . . J.49 -7.49 . 1,46 -7.14 -064 -2.65 . 0.62 -2 .97 -144 -7.43 . 1.41 .(;,j l . 059 -2.59 . 0.57 -1.94 . 1.66 -11.76 . u.2 -ID.15 . ti.BO -6.92 . 0.79 -5 .97 . 1.78 -11.92 . i.n ·12 .59 . 0.92 -7.08 . 090 -11 .42 . -021 32.16 . -0.22 32 411 -..(1 .21 32.16 . -0.22 32.411 . .() 15 21.34 . -tl.15 21.53 . .0.23 16.91 . -0.24 16 Ill . . . . . . -0.15 21J4 . .o 15 21.53 . . 2 96 . . ) 01 -. 15.66 . . to 211 --0.23 -1.07 . .() 21 4C•I . . 0.88 . . 090 . 0 23 1.07 . 0.21 -461 . --!l.Kll . -0.90 . . . . . . . . . . . --0.21 32.IC> . .().22 32411 Up Iii\ Load Vrt 001\11 Load Mom cw (-Vy) C:1sc (Vy) C1sc (-Mzz) (kl (kl (in·kl 7,C.O 9 21>.31 79 . 11 51 II 4909 79 . 11.99 'I 51 52 79 . 'l.'14 l) 49.59 7'1 . 12.91 II 51.75 7') . 13.44 II 47.94 79 . JO.HI 9 48.!9 79 . 11.74 8 28 57 79 Vi;:rsion: 2015. \a Varco Pruden Buildings is a di\ision ofBlucScopc Buildint!S North Ami;:rica, Inc. -0.21 33.07 Exterior Column 200/0:0 10-M 8x13 0.375 4. 0.750 I00'-2" I-Ix Hz Vv -0.IO . 2.99 -ll.19 . 3.56 .CJ.15 . 3.03 -0.52 . 12.21 .047 --l.73 5.45 . .IJ.53 . . . -5 .84 . -1.5.l 7.40 . -10.20 .).Ill) -J.11 I . . . . . . ·.'-24 .0.44 .5 9-1 ·1.47 -t).90 -2.63 .J.16 .(},45 .;.29 -1.40 .().'IJ -l.911 -2 .116 0."4 -1.% .f.()lJ fl.27 -4.<>5 .J 0) 0.61 -'J.S I -1.26 0.25 -6.20 -0 .83 . 111.39 -0.83 . 111.3') -11.52 . 12 21 0.1 I . 9.!!l . . .0.52 . 12 21 .(),-10 . 2 OK .().43 . 5.93 2.•)5 . -4 .IJ .(JJIJ . 0.52 -2.95 . 4.13 003 . .() 52 . -0.03 . 0 03 . -0.83 . 18 .3') Load Momccw Load Case (Mzz) Case (in·kl . . . . . . . -. . . . . . . -. . -. . . "'7 . lUBI Desig11 Loads cmd Reactio11s 15-007403-01 Da te: 8/14/:!015 Timc:02:47 PM (tngc: 45 of 84 X-Loc 0/(kO 2ll/U/ll 5 710/0 XMldJ 11 5/0 0 Grid l • Grill:! IO-B E-J I F-11 (j .. 11 11-1 J 'd Dcscri11tinn Jh Vv lh Hz Vy tlx Hz Vv th Hz Vy Hx Hz Vy (·s (applil:ation fuc1or not shm\n) (k) (I(} (k) (k) (k) (k) (k) ik) (k) (kJ (k) (kl (k) (k) 4 D +CG+ WI >+ Ha nga r Wi nd 5.:.7 1.83 .. 2.H -J .8J .\.(17 .0..11 . 3.35 -1.28 .. 3.2K -4 .75 down I 5 D + CG + <\VI + Hangar Wind -3 .1!3 -3 .27 . -1 .20 -0.50 . -1.44 -J.90 . -1.65 -2.45 . -1.60 0.67 <I0\\11 K D +CU+ WI >+ llangar Wind 5 .14 -2.50 . 2.79 -11.51 . 3.1 2 -8.-19 HO .x.77 .. 3JJ -12.'J) down ') D +C U + <WI + Han\;ar Wind ~.06 -7.60 . -1.15 -!UI! I . .139 -11.'19 . -1.6 1 .•).l)4 . -1.56 -7.49 down 10 [) + CU + W2 > + llangar Wind 2.l!K OJ6 . -0 .M ..(1.95 . -0.69 -3.26 . -0.7 l -1.06 -U.71 -7 .Xf1 o.Jown II D + CU+ <W2 +Hangar Wind -6.32 -4.74 0 .34 .. J.62 . 0.32 -6.76 .. 0.3~ ·5.23 -o .. u -245 dll\\11 JI D + CG + WPB2 + I langu r WinJ :!..Il l 2.64 -0 .74 5.09 -0 .79 5.1!3 . 0.71! 5.<i7 . 0 .60 7.76 down 52 D + CG • Wl'C I + 1 langar Wind 3.22 -1.211 1.37 -l.14 1.47 .. l).()l) -1.54 -0.07 . 1.70 -l.4'J Jown 79 D +CG+S.•+SO 0 .69 26.31 . ..0.46 4'l.{J9 -0.46 5152 . ..0.44 49.5'1 . -0 .45 5 l.75 X -Loc 144/0iO 170100 200/0/0 Gr id \ -Grill:!. 1·11 J -11 IO ·M ld o~":<Cription II" Hz Vv H~ llz Vv Hx Hz Vv Cs (armlication fuctor 1101 show n) (kl lk) (kl (I.;) l k) (k) (kl (k) (kl -4 ()+CU+ WI ;..+ llangar \\'md -~.K9 -11.0I . 2.(1l) 0.05 5.1 7 --(1.'l') ! Jown 5 D +CG + <.WI + Ha11g;1r Wind .. -1.35 2.:!9 -1.17 .. J .24 -6.13 .. 5 02 dow n I! 0 + CU + W J.,. + Hang ar Wiml . 2.'>3 -JJ.44 :!.74 -7 .5 1 5..10 .. -1 1.74 - down 9 D + ClJ + <Wl +Hangar Wind --!JO -5 .14 -l.1 3 ·10.141 ·5.'JO -U.27 . . down 10 [)+CU .,. W'.!> + llangar Wind .. -O.<>C1 -X.MI -0.65 -J.3(1 7.34 --K.40 . - down 11 D +CU + < W2 + Hangar Wind .. 0 .3 0 -OJO . OJ3 -<>."5 -3.95 . 3 60 . tllm11 31 D + CG + WPB2 + Hangar Wind . 0.5J 7.11 + 0.51 7.llO ·I.Ml ..() 9J 4.57 . . down 5~ D +CG + Wl'C I + ll:mgar Wiml -1.60 -2.06 . 1.56 -0.JO -3.15 0 .64 -1.42 -. Jown 79 D +CG +S»+ SD --0.44 47.94 . -0.45 4lU9 ..0.(19 -28 57 . - ASI> Lun d Cnnltll11111hms -Frn111ln11 No. Oricin Fa,lor APPlkatiun Dc~ri11 tion 4 User 1.000 1.0D+1.0CG +1.0Wl >+1.0lJJ D ,. CG + W 1 '> + Hanuar Wind ml\\ n 5 Us.:r 1.000 1.0 D + 1.0 CG+ 1.0 ..:Wl +I 0 UJ D +CG + <WI + l-la niar Wind tfown 8 U s~r 1.000 ~l .6 D + 0 .6 CU + 1.0 WI ;..+ 1.0 UJ D +CU + WI >+ llangar Wind down 9 U)er 1.000 k>.6 D + 0 .6 CU + 1.0 <.W I + 1.0 lJJ D +CU+ <\V I +Hangar Win'I down 10 User 1.000 'l.6 D + 0 .'1CU+1 .0 W2> + 1.0 U3 D + CU + W> + H:mgar W inJ dm\n I I User 1.000 ~J.6 D + 0.(i CU+ l .O<W2 + 1.0 W [)+CU + <W2 + I fongar W ind 1hlwn 31 User l.000 1.0 D + 1.0 CG+ 1.0 Wl'B2 + l .O UJ D + CG + \\! PB2 + I fo ngar Wind dl11m 5:! User 1.000 1.0 D + 1.0 CG+ 1.U WPCI + I 0 lJJ D +CG+ WPCI + tlangar Wind down 79 System 1.000 1.0 D + 1.0 CG + 1.0 S» + 1.0 SD D +CG+ S» +SD hie: R11lc I lang ar Version: 201.5 . l n V.1rcu Pruden Buildings is a il i\.i ~i un of BlucScopc Buildings North America, lnc . ~ "'7. aTalll Desig11 Loads a11d Reactio11s 15-007403-01 Wall: 4, Frame at: 30/1/0 Frame ID:Rigid Fr.um: ® "Hx V:iluo.:s shown an: n.-sisting forco.:s of tho.: foundation. Base Conn•'Clion D.-si1P1 is Ba.<K.'tl on 3000.00 {p>i) ConL'Tl:tc Re11cllons • U dL dT F ufllclntc 1111 \'DC DI rumc Cross S\'cllon: 9 Type X-loc Grid I ·Grid:! Base Plate W x l {in.) Base Plate Thickn.:ss (in.) Anchor Rod Qty . Di;m1. (irL) ColunUl Base Elev . LoadTvnc Load Dcscriotion Dcsc. D Material Dca~I Wci£]11 Fnn CG Collat.-r.11 load for Gr.1vity Cas..-s Fnn UI USL-r Defined Load • I Fnn s Snow Load Fnn L Roof Live Load fnn \\/I> Wind Lo.id. Clll>c I. Right fnn lJ3 User LMincd LoJ<l -3 Fnn <WI Wind Load, Caso.: I. left Fnn W:?> \\'ind Luad, C asc 2, Right Fnn <W2 Wind Lo;id, Case 2. Lei! Fnn cu Collateral Load for Wind Cases Frm U2 User Dclin•'tl Load • 2 frm WPAI Wind Pamllcl ·Ref A. Case I Bn: WPA2 Wind Parallel ·Ref A. Case 2 Bn: WPB1 Wind Parallel • RcfB, Case I Brc WPB2 Wind ParJlld ·Ref B. Cusc 2 Brc WPCJ Wind Parallel· RcfC. Cusc 1 Brc WPC2 Wind Parnllcl -Rcfl'. l'asc 2 Brc \\'l'DI Wind Parallel -RcrD, Caso.: I Ure WP02 Wind P;1rallel-RefO, Case 2 Bl'; SMS> Sp1:cilie1l Min . Roof Snow· No tional Right rnn <SMS Specified Min . Roof Snow· Notion3l Len frm S> Snow -Notional Right Fnn SD Snow Drift Load Fnn SS Sl itting Soow Load fnn <S Sn ow· Notional Ld\ Frm ust• Unhal anccd Snnw u1.1J I. Shi llL'tl Right Frm •us1 Unbalan• ... -..1 Snow Lo:id I, ShifiL-d Lett Fnn E> Seismic load. Right Fnn EG+ Vertical Seismic Effect. ,-\ddithc Fnn <E Sei smic Lrn1J, lcfi Fnn Frame Typ::Rigid Frame Exrcrior Column Extcnor Column 0/0 :() 200/(),() 9-B 9-M 17 X2S 17 X25 0.5011 0.500 <>-2000 (\ -2 000 I00'-2" 100'-2" lh Hz Vv Hx llz V\' l'Hi7 . 29..10 -1'1.67 -29.40 15 .56 -111 .117 -15.56 . llU!7 7.46 -llJ(i -7.46 . 115..J 62 .K..J -73 .2'1 -62 .114 73 .29 -19.H7 . 58.17 -19.117 . 511.17 ·29.44 . -36.76 43 .25 . -50.45 . . - - -- --13 .25 --50.45 2'1 . .i4 --36.76 -1650 --17 .92 30 .32 --31.62 -30 .-'2 --31.61 16.50 . -17.92 --. . -. . -- ---19 .06 -12 .10 -1-1.-111 111.96 -11.21 -45 .52 ..(i.12 -12 .22 -26.00 (i.02 -11.30 -27.llO -JK .95 • 11.25 -15.411 19.05 -12.111 -IU7 -6 .01 -11.36 -27.00 6 II -12.26 -26.16 -J-163 005 -36.54 34.117 0.05 -30.53 ·21.69 0.05 -17.72 21.'JJ 0.05 -I 1.65 -3-1.86 0.05 -30.67 J-1.62 0.05 -JCJ .62 -21.93 o.os -11.83 21.6Y OO!i -17 .74 99 .74 . 116.JJ ·'l'}.1.j -116.3-1 '19.7-1 . 116.JJ .•1•1 .1-1 -111>.34 62 .84 . 73 .29 -62 .8-1 -73.29 - - ---. . . . --- 62.8-1 -73.29 -62 .84 . 73.29 53.31 . 7-119 -53 .30 -42.65 53.31 . -12.65 ·53 .31 . 74 .:?0 ..J .19 . 15J ·Ull . -1.52 2.96 -3.SO -2 .96 -3.5 0 --1.19 --I.SJ -1 .IH . 1.52 . -. -. . . -. . . . . . . . -. . . . . --. . . . . File: Rille 1 langar Version : 2015 .la Yam> Pruden Buildings is a division of Bluc Scope Buildings North America. Inc. Date: 8/14/20 l5 Time: 02:4 7 PM Page: 46 of 84 Vy , / -. . . . ---. . . . ---. . ----. --- -. -- "9 . l7ml Desigll Loads a11d Reactio11s 15-007403-01 Eu-Vcrtii:al Sci,smk Effo:t,Subl rJdi~c Fnn -2 .'ltt ea ~ Seismic Br.tee Rcm:li1111, Right Rn: 0.39 -1 0 .Hl! ·!Ea Sc i.,mi c RrJcc R.:acliun, let\ Brc -035 004 SMS S.,....ificd Min. Ihm!' S111>w Fnn •J'l .74 . M111lm11.t11 Cnmhlncd Rcacllnns Sun111111ry \\it h Factored Loud$ • Frumlng Nole ; All rcac1 ilins are ti a~'tl on I sl onk-r structural unalysis. A1JoPrul!<iatc Load f actors mu ~I be ;lJ) xi.:d tbt <ksi1m uf foundations . .J.;)O -13 .7:? 13.40 1 11~ 33 X·Loc Urid llrz !ell Load 1114 Right Load llrz In Load HrzOut Load Hlxl Case (HxJ C:1.w (·HZ) Case (Hz) C.1sc tk) lk) !kl ikl CJ.CtO 'l-B 31.45 9 134.'17 77 12.22 29 0 .05 54 200/0/0 9-M 134 _')7 77 31.45 B 12.26 31 0 .05 52 ~lu1lmum Frame llc11cllon~ • FttCf l!f cd Ln~d C111 ~s al Frume Cross Section: 9 I ' ~I int I I . Nole'. ,\I rcJctions Jn: ·1 1!11 l ~t' er ~lrti.<;IUra · amll \'s1s. X·Loc 0/0;U 200/0IO Grid! -Ci ri .C '>·B 9-M Ld Oci;cri1'1in11 Hx llz Vy llx llz Vy Cs (urmli.:ation foctor nn l shown I (k l (kl (k) {k) (k) on ~ D +CU+ WI :·+ lbng•ir Wind ·17.M . ·19 .12 .HAS . -32 .HI down ') D +CU+ ~w1 + llangar Wind -3 1.45 --32.Ml 17.o4 --1 '1.l2 <Imm 29 D + CG + WP i\2 + Hangar Wi n<l 2'1.l I -12 .2 2 22.27 -29 .21 -I l.30 21 .27 down Jl D + CG .,. W PB2 .,. I Ian gar Win d 2'J.22 .( 1.J(, 21.27 -29.12 ·l2.2<1 22.l l down 52 D + CCi + WPCl + lhmgar Wind 0 .60 IU15 11.73 -0 .37 () 05 17.75 ,Jmrn 54 D +CG +Wl'DI +llangar\Viml 0.3 7 0 .05 17.60 -0 .111 0.05 I l.h5 duwn 77 D +CG •SMS:• 134 .'17 . IM.'10 --lti-l (oi IJ4.'J7 .\SD Lo11d C1uuhln111ions • f ramln;o No . Orii1in Faclur A11oli.:a1ion H User 1.oon J.6 0 + 0.(1 CU + I .Cl WI ,. + 1.0 UJ 9 User 1.000 ~IJ10 -r 06CU+ l.O <Wl ·~I.OW 2') User 1.000 l.O D + 1 0 CG + 1.0 WPA2 + 1.0 l.13 ·'I Us er 1.000 1.0 D + 1.0 CU + I .Cl \Vl'B2 + 1.0 U3 S2 u~cr 1.000 l.O D + 1.0 CU+ l.U WPCI + J.0 U3 54 lJs ~-r 1.000 1.0 D + 1.0 CG + I. 0 WPD I + I. 0 UJ 17 System 1.000 I .0 D + 1.0 CG + 1.0 SMS > 2 .% . .),50 -0 .39 -I0.77 -IJ .62 0.35 0 .04 13.'2 -99 .74 . ll6J4 Uplill Load VrtDO\m (-Vy) Case (Vy) (k) (k) 32 .HI I) l6H10 32 .RI H lM.61 - - . . . - . Grid Dcscri lion . . . . Load Case 77 77 - . - . T . Date: 8/ 14/20 15 Timc:02 ~47 PM Pni:c: 4 7 of 84 . . Mom cw load Momccw Load (·MZZ) Case 1Mzz) Casc lin-k) I in-kl . . -. . . . . . . . . Dc~rinlion D + CU+ Wl>+ I hangar Wind down D +Cl •-1 WI ~uanc;irW ~uldm\11 D ~ C(i t WPA2~ Ha~g.1r Wind do1111 D + U.i + Wl'B2 + llangar Wind do1•11 D + CG + Wl'C I + I langar Wind do1111 D CG ~ WPO I ~ Hang-Jr Wind down D •CG +<;MS> B-9 M-IJ Diugona l hrnc:mg at base is ;mad1ctl lo c:olumn. Rc-Jc li uns ARE i n.:l ud~'tl Wtlh tram<? n:-.i c lious . Dia •ona) brac.:111 • at hasc ~s allachcd lo wlumn. R~ucti<ms All E iuclu,kd w11h Imo~ n:ad!ims. Ftk Ri Il e 1 Ianga r V..:rsion: 10 15 . l a Varco Pruden Bu il dings is u divisi on of BlucScopc Build in ~s No rt h America. Inc . Desig11 Loatls a11d Reactio11s 15-007403-01 Wall: 4, Frame at: 59/2/0 Framr: ID.Rigid Frame @ Vy ; ' ' 'H~ Values shown arc n:sis1ing forcL'S of die foundation. Base ConnL-clion Dcsi!-'11 is B:to;<.°tl on 300() 00 tpsi) Concn:le Rc11ctlc111s • Unrucron•d Loud Tvpc 11t Frame Cross iwcll11n: H Type X·loc Grid I • Gri.U Base Plate W ~ l (in.l Base Plate Thickness (in . I Anchor Rod Qty Diam. (1rt) Column Base Ekv. Load TY1lC Load Description Oesc. D Material Dead Weight Fnn CG Cullat..-rJI load for GrJvity CaSL'S Frm UI User Defined Load • I Frm s Snow Load Fnn L R1x1fli\c Load Frm WI> Wind Lua<l. Case I. Right Frm U3 User Dclincd Load • 3 Fm1 <WI Wind Load, ('asc I. Left Fnn W2> Wind Load, C:1sc 2, Righi Frm .;:.W2 Wind Lo.id, Ca...: 2, Len Frm cu Cullarcral Load lor Wind Cases Frm U2 User DclinL'tl Load - 2 Frm WPAI Wind Parallel -Ref A. Case I Bn: WPA2 Wind Parallel ·Ref A. Case 2 Bn: WPBl Wind Parallel· RefB, Case I Brt WPB2 Wind Pamlld • RcfB. Cnsc 2 Bre WPCI Wind Pamlld • RcfC. Case I Brc wrn Wind Parallel -Rcfl', Case 2 Bn: Wl'Dl Wind Parallel -RefD, Cas.: I Bn: WPP! Wind Par.illel • RcfD, Ca~c 2 Brc SMS> Specified Min. RuofSnuw -Notional Righi Fnn <:SMS Spccifo.-d Min. Roof Snow -No1ional Lcll Frm S> Snow -No1io11al Right Frm SD Snow Drift Load Frm SS Sli1linu Snow Load Frm <S Snow :Nntional Left Fnn us1• Unbalanced Snow Load I. Shilled Right Frm •us1 U nbalancL>tl Snow Load I, Shi !led Left Fnn E> Seismic Luad. Right Fmi EG+ Vertical Seismic Effect. Addirive Frm -<E Seismic load. Lcfi Frm Frame Typc :Rig1d Frame Exterior Colu11111 Extcnor Colu11111 010.() 200.ro,o M·B H-M 17 X25 17 X25 0 500 0.500 6. 2.000 6 -2.000 100'-2" I00'-2" lh Hz Vv Hx llz Vy 19.(17 -29..10 ·l'l.fi 7 . 29.40 15.72 . 18 .91! -15.72 -18.98 7..16 -HJ<i -7.46 . l!.54 62.84 -73.211 -62.!!4 -73.29 49Jl7 . 5!U7 -111.!!7 -Sl<.17 -24.40 . -31.82 36.9!1 --42.411 . . . -. -37.22 -42.49 24.54 . -31.81 -I l .47 . -12.118 24.04 --23.65 -24.28 . -23.65 ll.61 --12.97 - - -. . . . . . . . - -21Jll -11.76 -10.55 20.K9 -10.90 -32.96 -lUl~ -l U!7 .J 1.71 7.% -10.97 -14.12 -20.l<'I -IO.'>J -32.92 21.00 -11.!!3 ·30.59 -7.96 -11.04 ·14.0l! 807 -11.91 -11.75 ·32.67 I0.68 -48.fiO 32.89 I l.54 -43.95 -llJ.73 10.57 -29 .76 19.96 11.46 -25.10 -32.l!'J I l.44 -43.'18 32.66 Ill <12 -48.56 -19.95 I l.33 -25.14 19.73 1055 -29.72 99.74 . 116.33 .1}•1.74 . I l<i.34 IJ9.74 . 116.33 .IJl).74 . I Jti.34 62.!!4 73.29 -62.84 . 7.1.29 - -. . . . . . . . . 62.84 . 73.2'1 -62.84 -73.29 S.UI . 74.19 -53.30 . ·t2.6S 53.31 42.65 -53.31 -74.20 4.19 . 1.53 4.19 . -l.53 2.97 . .l.51 -2.97 -351 -4.19 . -1.53 -4.19 . 1.53 --. . . - --. . . --. . . . . ----. . -. . . . File: Ritle I langnr Version: 2015.la Varco Pruden Buildings is a divis ion ofBlueScope Bui ldings North America, Inc . Date: 8/H/2015 Time:02:47 PM Pngc: 48 of 84 / 'HX . . . . . . . . . . . . . -- . . . . . . . . . -- '17 . ~ Desig11 Loads a11d Reactio11s 15-007403-01 I EG· Vc nkal Sci~mic Effoc1, Suh tr.tcli \c F1111 .:vn ·3.5 1 2.97 . ·3 .51 EB:• S111smic Br:icc Rl·.1c1 im. Right Bn: 003 -111 .5 7 0.14 -0 OJ ·I0.47 OU '·EB Sc 1 smi ~ Brace R~telion, Lo:fi Brc 0 .113 10 .27 ••.1 7 -(LOJ l-0.1 7 0 21 SMS ')111.'.Ci lkd Min. R1K1fS nuw f nn 'l'l .74 -I H>33 -99.74 . 116 .J.J :\Jpdmum Cumhlm:d R(!1tclluns Summar~· '\itll Faclurcd Leads -Fr•mlni: Nal e; All n:a~tiun~ an: based on l st onkr structur.il ;111alysis. A oomonatc Loa1 IF 1 l"d" I. r· d JCtors mu~t 'JC al) 111c fo r ' ~-sw.n o loun a1mns. X·Loc lirid Hrzlcl\ Load llrz Right Load llrz In Load llrzOut Lo-.id Uplift Load Vr1 Down (·HXI Case (lh) CL~C (·HZ I C.1~ (Hz) C.L«e (-Vy) Case (Vy) (k) l kl (k) (k) Ck) (k) o,o;o K-B 25.42 ') 135 .13 77 l 1.K7 29 l 1.44 54 30.% 5(> 164.71 200/0/0 8-M 135.13 77 25.18 ll I l.91 Jl 11.54 52 30.92 58 IM.71 :\b'tlmnm Friunt: ltt:ucllons • Factore!tl Lo~d C'llilcs 111 Fr11me C'rni s Section: H Nol\."' i\11 reactions an: b:J ~.,1 on I ~c md~T Sclru~cura l anJlvsis ... X-Loc 0/0 ,0 200/01(1 Gridl -Gri d:? K-B 8-M Ld Dc>eri11tio11 lh llz Vy lh Hz Vy Cs (application factor n111 shown I {kl (kl (k) {kl (k) t kl K [)+CU + WI >+ l!Jngur Wind ·•2..<14 1 --14.1 K 25.18 --24.85 i - dow n •> D +C U +<WI + ltangar\Vintl ·2S .42 . -24 .1!5 12.74 . -14.17 . down 29 D +CG + WPA2 + 1-langar Wind 27 3 1 -lUH 36,6(1 -27.43 -10 .'17 .'4.26 . duwn 31 D + CG + WPB2 .,. 1 fongar Wind 27.43 -1 1.04 34.30 -27.32 -11.'ll 36.63 . down 52 D +CG + WP Cl .,. lhingar Wind 2-12 10 .M! -0 .2 2 -2.50 11.54 4.43 - <llll\ll 54 D + Cli + Wl'lll + llangar \Vim! 2.5 1 ~ 11.44 4 .. '9 -2.73 I0.62 -0 .111 down 56 D +CU + WPC I + Uangar Wind -~~7 10.'1!! -30 .'>ti 2 1.09 11 .54 -2<d l down 58 D +CU + Wl'DI + llangar Wind ·2 1.<19 11.44 -2<>..35 20.86 10.112 -J0.92 - dmm 77 D +CG 't" SMS> l :l:'i.13 . 164 .71 -. IM .71 135 .13 ,\SO Loacl 011nblnntl11111 9 -Fr11111h11! N11. Onl!in Factor A1111lica1 i1111 8 U:;~r 1.000 1.6 [) T 0.(> CU + 1.0 \VI > + [.() U~ 'I l h~'f [.000 ~J.ll D + 0,6 CU + 1.0 <WI + 1.0 U3 29 u.~., 1.000 I.fl 0 + l.O CG + 1.0 WPA2 + Lil U3 31 U s~'l' 1.000 l.IJ D+ 1.0 CG+ l.O wrn2 + 1.0 U3 -~ ~-User 1.000 Ul D + 1.0 CG + [JI wrc I + I 0 lJ3 5-l User 1.000 I.CJD + 1.0 CG+ lJI Wl'DI + 1.0 U3 5(, Us.:r 1.000 1.o D + 0 .6 l'U + 1.0 Wl'l'I + l.O U3 58 User 1.000 1.oD +0 .6l'U + 1.0Wl'D l -t-l.OU3 77 System l.IUHl 1.0 D + l.O CG + 1.0 SMS> lind . . . Load Case 77 77 . . . . - - Date: 8/14/2015 Time: 02:47 PM Page: 49 of84 -. -- Mom cw Load Momccw loail (-:'vlzzl Case (Mzz) Case On-kl (in-kl . . . . -. - - . . . + . - ' D~scrir>lion [)+CU "T" WI >+ I (ansar WinJ Jown 0 + CU + < W l + Hangar Wind down 0 +CG + WPA2+-H;tngar Wind down D +CG + Wl'B2 + llangar Wind down D + CCi + WPC I + Hangar Wind dow n 0 + CG + WPD I + Hangar \Vind dmm D + l'U + \Vl'l"l + I [anuar Wind down D + l'U -r Wl'D l + llungar Wind clown D +CG +SMS:- 8-B 8-M Diagt1tJ;.1 [ br:1dng at lt~sc is •1U:a d 1.'d ro columl'>. Reac tions 1\ RE i11dmk'<l \\Uh lht mc i;.;;i ctio11s. Dia •t1t1a l hr~cin •at !;;i:;c ts •tl1:id 1•'d ro column. Rca~t ions ARE i11dmlcd wilh lh1mc~cti o11s. File. R1lk I la ngar Vcr~1on: 2015 . l a V;m:o PrnJcn Buil<l iu gs is a <li v•ston of Bluescope Bu ildings North /\ml;.'fk<l, In<:. Desig11 Loads a11d Reactio11s 15-007403-01 Wnll: 4, Frame nt: 88/3/0 Fr:imc ID .Rigid Fr:imc ! i Vy , ' X-"' /Hx Valuo.:s shown arc n:sisting forces of tho.: foundation. Ba:.c Connection 01.-sign is Bas~-d on 3000.00 \psi) \on~Tl!IC Rc11cll11ns -U11r11ctnrl'll Loud T\·nc 11t Fr11n1c Cross s~ctlon: 7 Type X-Loc Gridl ·Gri~ Base Plate W ~ L (in.) Base Plate Thickness (in.I Anchor Rod Q1y :Diam. (in.) Colunu1 B:1~c Elo.:v. Load T\'l'•c Load Dcscriotion Dcsc:. D Material Dca'I Weight Fnn CG C111l~U1.-r.1l Load for Gr.ivity Cas..'S Fnn UI U~T Defined Load • I Fnn s S1wwLoad Fnn L Roof li\'I: Load Frm WI > Wiml lnad. Cu!>C I. Right Frm U.i Uso:r Dclim:d Luad -3 Fnn <WI Wind Load, Case I. L.:I\ Fnn W:?> Wind Load, Case 2, Righi Fnn <W2 Wind Load, Cas.: 2, L.:1\ Fnn cu Collntcr.il Load for Wind Cas.;s Fnn U2 User DclinL'll Load • 2 Fnn WPAI Wind Par.illcl • Ref A. Case I Brc Wl'A1 Wind Parallel -Ref A. Cas.: 2 Bn: WPBI Wind Par:illcl -Ref B, Case I Bn: WPB2 Wind Pamlkl • RcfB. Cus.: 2 Bn: wrc1 Wind ParJllcl • RcfC. Cus.: I (]re WPC2 Wind l'ar:illcl. Rcrc. C:ns.: 2 Ure Wl'DI Wind Parallel· RcrD, C'asc I Ure WPD:? Wind P:ir.rllcl -RcfD, Case 2 Brc SMS> Sp..-cificd Min. Roof Snow· Notional Risht Fnn <SMS S1>ecific1l Min. Roof Snow· Noriunal left Frm s:-Snnw -Notional Rii;ht Fnn SD Snow Drif\ Load Fnn SS Sliding Snow load Frm <S Snow ·Notional Left Fnn us1• UnbalanL-cd Snow Lo.1<l I. Shilk<l Right Fnn •us1 Unbalwa:J Snow Lo;id I, ShifiL-d Li;ft Fnn E'-Sdsmic Load. Right Fnn EG+ Vcnic-Jl Seismic Elfc~1. Addili\'e fnn <E Seismic Load, lcli Frrn Fr:imc Type Rigid Fr.11111! ~- Exterior Column Extcnor Column 0/0.() 200.1l .O 7-B 7-M 17 X25 17 X25 0500 0500 6. 2.000 ti -2 000 100'-2" 100'-2" lh Hz Vv llx llz Vv 19.67 . 29.40 -19.67 -29.40 15.31 . 111 .60 -15 .3 1 -111 .60 7.46 . H.31• -7.46 . l!.;'i-1 62.tl-I -73 .2'1 -62.84 . 73.29 -19.117 . 5lU7 49.1<7 . 5H .17 -24..13 . ·-' t.rU 36.97 ---12.-19 - --. . . -37.l<O . --12.52 14.4t. --31. 711 -11.03 . -12.96 2-1.10 . -23 67 -2-1.-10 . -23.66 11.59 --12.97 . . . . . . . . . . . . -33.05 ·11.42 --13.23 31.90 -10.59 -47.C.!! .J'J.64 -1153 -24.37 19.03 -J0.66 -211 .1:16 -32.82 -10.62 --17.72 32.11 -11.50 43.l'J -19..12 -10.73 -21!.115 19.24 -l 1.57 -24.]7 -22.37 l 1.00 -33.l!R 21.56 JU!!! -31.27 -tl.97 10.8!! -15.01 8.69 II.IHI -12 45 -22..19 l 1.71! -31Jl) 21.44 I0.9-1 -33.76 -9.09 11.6" -12.52 8.57 I086 -14 .94 99.7-1 . 116.33 .•J•J. 7-1 -ll<i.3-1 •J<J.74 . l 16.33 -'N.74 -l I fi.3-1 62 .11-1 . 73.29 -62.8-1 . 73 29 . . -. . . -. . -. - 62 .1!4 . 73 .2'1 -62 .1!4 . 7.l.19 S.iJI . 7-119 -53.30 -42.<•5 53.31 . 42.65 ·53.31 . 74 20 4.2-1 . 1.52 -1.17 . -1.52 2.94 3.4H -2 .9-1 . H9 -U4 . -1.S2 --1 .17 . I 52 . . -----. . . . . . . -. . . -- ---. . . . . . File: Ri tle Hangnr Ver si on: 2015 . In Vnrco Pruden Buildings is a division ofBlueScope Buildings North America. Inc. Date: 8/14/2015 Timc:02:47 PM Pngc: 50 of 84 Vy , r- " / 'Hx -?"/ . -. . ---. . . ---. . . . . --. . . . . . - Design Loads and Reactio11 s 15-007403-01 EG· VL'flical s~bmic EITix:t . Subtmcli\C Fnn ·2.'J4 -.J..t!< 2.'14 . -3..t'l EB ;• Seismic Br.ice Rc-Jr.:tion. Right Brc O.oJ -I0.27 0 .2 1 .o o~ -10 17 0,17 ··EB Sd .,mic BrJL-.: R~1ct10n, l d l Brc 0 .0-1 10 57 0 .11 .() 04 10.47 O.l!i SMS So..'CiliL".33 -'J9.74 -ll<'-14 :'lllllh1111m Comtilned R~:i dlo us Su111n1:1 ry wit h Fuclol't!d Loads -Fr:imlng Note . Al! n."Jltions arc lr.iS1.'tl 11n I st ortlLT stru~t11r.1 I an alys1s. I r . I . d . A1111n ionate Loa< Factors must be •11!<)1 t•'tl tor' c:>l t!ll ol tou 11 auons. X-Loc Grid Hrzl.:11 Load llrz lli~ht Load llrz In Load llrzUut Load Uplift Load Vrt 00\rn <-H~l Case (H:<.l o~w (·HZ) (';~<;e (Hz) Cai;c (-Vy) ('ai;c /Vy) (k) (k) (k) (k) tkl tk) O U.'O 7-B 26 .00 9 134.7:! 77 11.53 29 1 l.7K 54 JO.OK J-1 164.32 200i0/0 7-M 13.t.72 77 25 .17 K 11.57 31 1 l.8K 52 J 0.04 J2 I 114.33 :'lltnfm11m Framt' ltl':tcllo ns. F:1cto r~d Loi1d Cases 111 f rumc Cross Secllun: 7 Note r All rca.:1ions arc basctl n11 bt unlcr Slructural ana lvsis. X-Luc 0/0.0 200/0111 Grid I · Grid2 7-B 7-M Ld [kscrimion lh. l lz Vv lh Hz Vv Cs (a ppli.:alion foc1or not shown) {I;) (kl (k) (k l (k) {k) II D +CU + WI>+ ll;mgar Wi nd ·12.63 . ·14 .18 25 .17 -·2-t.85 . down lj D +CU+ <W1 + llungar Wiml -2 <1 .00 . -24 .811 12.66 -·1 -1 .1 5 . do wn 2'1 0 + C<i + WPA2+ llang:1r Wiml 15.34 -1 l.5 J 23 .63 -l :i .% -1 0.Mi 1').L' . down JI D + CG ,.. WPB2 .,. Hangar Wind 155 6 -lll.73 l 'l.14 ·15.74 ·11.5 7 2.HJ . down .n D + ClJ + WP A I + Hangar Wi nd -2 1.2.i ·I 1.42 -2 55 9 20. 111 -105 9 -311.04 . <luwn J4 D +CU + Wl1B! + llangur Wi111I -21.1 >2 -10.(12 -3 0.!lll 20.31 -1151) -25.55 . down 52 0 + CG + WPC I + lfangar Wind 12 C.I 11 0 0 14.12 ·l .'--12 I I.Kii l ti .72 . down 54 D +CG + WPD I + l langar WiuJ 12.4'1 I J.7 11 111.!11 -13 .54 10.'l4 1-1 .:n ti own 77 D +CG +Sr.IS> JJ4.72 . 164.32 . 164.33 - 134 .72 ASD Lo11c Com 1l1111r!1111s • F ralllllll? Nn. Oridn Fa.: tor A111>licat 1<JO 8 User I 000 0.6 [) + 0.6 CU+ l 0 Wl> + 1.0 UJ lj User 1.000 CJ.6 D + 0.6 CU+ 1.0 <W I + 1.0 UJ 29 User 1.000 1.0 D + LO CG + 1.0 WPA2 + 1.0 U3 31 Us~T 1.000 1.0 D + 1.0 CG+ 1.0 WPB2 + I •• UJ n User 1.000 Ui 0 + 0 6 ClJ + 1.0 WP A I + I 0 tJJ 34 Us.:r 1.000 I.ti D + 0 6 ClJ + 1.0 WPB 1 + I .II U3 :i2 User 1.000 1.0 D + 1.0 CG + l.O WPU + IJl U3 54 Us.:r UIOO I .II D + 1.0CU + 1.0 Wl'DI + 1.0 U3 77 SVM•111 1.000 1.0 D + 1.0 CG -t I 0 SMS> (ind . . . Load C:1sc 77 77 . . . . . . . . Date: 8/H /::!ll l S Time: 02:47 PM Page: 51 of84 -. . . Mom cw Load :-Vlomcr.:w Lnad ( -~11.Z) Case (Mzz} Case (in-kl (in·k) . . . . . . . . . . . . . . . . D.:1Crioliu n l> • C U + W 1-· + II an gar \V 111d down D ~C U• ..-w1 + t l:mgar \Vinti Jown D -t CG+ WPA2+ l-1:1ngar\Vind duwn D +CG+ WPB 2 +Hangar \\'ind t!o\\ll D + C IJ + WPA I +Hangar Wind down D +CU + WPBI + Han!lllf Wind down D + CG + Wl'C"I + Hangar Wind dmm D +CG+ Wl'DI + !langar Wind du\\11 D +CG -t SMS:- 7-B 7-M D1 ago1 ia l hr:1 c1ug at h:isc i~ :ttta d 1.'tl 10 co!mnn. R•·Jci1ons 1\ RE 111dudd with fr:imc rc:ic1io11s. Dia •<mal hrm:m • at hasc is :tl\J d 1,:d to colu mn. RC'Jlt iuns A RE i11d udeJ wit l1 fr.imc rcac1irn1s File . l {ilk llauga r Vc r:.1on : 20 I 5. l a V<1rco Pruden BuilJings is a division of BiucSc ope Bml\lings North Amer ica. Inc . I Design loads a11d Reactions 15-007403-01 Wall: 4, Frame nt: 117/4/0 Frame ID;Rigid Frame @ 'Hx Values sho\v11 nre rcsislinl! forces of the foundation. B.isc Connection Design is B:1Scd on J000.00 (psi) ConL-n:lc Rcuctlons -U11fuctorcd Luud Trnc 111 Frumc Cross 1'.l•ctltm: 4 Type X-Loc Gridl -Grid:? Base Plate W x L (in.) Base Plalc Thickness lin.J Anchor Rml Qty :Diam. (in.) Column Base Elev . Load Tvnc Load Description Dcsc. D Matenal Dead Weight Fnn CG CollatcrJI Lm1J for GrJvily Cases Frm UI UsL-r Defined Load • 1 Fon s Snow Load Frrn L Rt)(1f Liw Load Fon WI "' Wind Lo:1d. CaS<: I. Right Fon UJ User DelinL'tl Load -J Fn11 '"WI Wmd Load, l'asc I. Lett Fnn W2 > Wind Load, Case 2, Right Fnn ·~w2 Wind Loud, Casi: 2, Lett Frm cu Cullulcral load for Wind Cas~-s Frm U2 User DcfinL'\.l Load -2 Fon \\'PAI Wind Par:•llcl -Ref A. Case l Brc WPA2 Wind Parallel • Ref A. Case 2 Brc WPBI Wind Paralh:I • RcfB, Case I Brc WPB2 Wind ParJlld -RcfB. Cnsc 2 Brc WPCl Wmd ParJlld -RefC. Cnse I Brc WPC2 Win<l l'arallcl -Ref<:, Case 2 lire WPDI Win<l l'arJllcl -RdD, Casi; I lire wrm Wind P.imlld-RefD, Case 2 Brc SMS> Sp..-cificd Mm. Roof Snow • Notional Right Fnn <'.SMS Sp~cifi~"<I Mm. Roof Snow . Na1io11al Left Frm S:. Snow· Notional Right Fnn SD Snow Drif\ Load Frm SS Sliding Snow Load Fon <S Snow -Nolional Lett Fon us1 · Unbalanced Snow Lo:ul l . Shilh:d Right Frrn •us1 Unbalanced Snow Load I, Shilk'\.l Lei! Fnn E> Sc1smic Load. Ril1h1 fn11 EG+ V cnical Seismic Effect. Addilh o: Fon <E Seismic Ln;uJ, Left Fon Fraine Typc :Rigid Frame ExtL-rior Column Extcnor Column o:o 0 20010.0 4-B 4-M 17 X25 17 X25 () <•25 0 .500 6-2.000 6 -2 000 100'-2'' 100'-2" lh lb: Vv llx Hz \'v IK .72 29.97 -18.71 -2X.3U 14.59 -20.01 -14.59 . 17 75 7.46 -K37 -7..16 . 8.54 60,02 . R062 -<>0.02 . 70.09 47 ,75 . 55 67 -47.75 -SS.67 ·2R.47 --36.-12 40.53 . 46.51 . . . . . . ·)K .75 . -50.65 211 K3 . -34.0K -I-US --16 .97 2R IK ·:?R.50 -25 03 . .J 1.20 1448 --16.06 -. . . -- --. . . -35.65 -11.05 -J 1.79 33 .12 -0.04 +J4AK -21.94 -0 .05 -11.9') 20.7H -0.05 -lfi.16 .35 33 -0.04 -37 .811 33.JK -0.05 -:?l!.6:? -2162 -005 -18.08 :?1.04 -ll.05 -10.211 -2045 11 32 -17 .29 IK 16 12.22 -13.44 -6.74 11.20 -27 .83 5.1!1 12.14 ·25.46 -20 63 12 .12 46.02 18.04 11.211 -14.11! -6.91 12.00 -26 ~~7 5 .69 ll .17 -2fi.:!O 95.30 126 .. H .•J $JO . 111.27 ')5 30 . 126.31 .•JSJO . J 11.27 60.02 -80.62 -60.02 . 70 09 .()J:? -23 .05 0 32 . -0.12 -1UO -::? 1.71 OJ O --0.J I h0 .02 -KO 112 -60.0:? -70.09 ;il.06 . 71 02 .51 04 . 40.K2 51.04 40,81 ·51 05 . 71.111 5.JO l.6J 4.2(1 . -1.55 ::?.81 -3 .60 .:?Jll . 3 JJ ·5.10 --1.63 -4 .26 . l 55 . -. . . . . . -- . . . . . . . . . . . . . . . -. File: Rille Hnngnr Version: 2015. la Vnrco Pruden Buildings is a division ofBlueScopc Buildings North America. Inc. Date: 8/14/2015 Time: 02:47 PM Page: 52 of 84 / 'Hx --. . ----. -. -. ----. . -. . . . . . . -. . . v;7 . ~ Desig11 loads and Reactio11s 15-007403-01 EG-Vcnkal Seismic l;ffccl , S11btr.1~t i\C Fnn ·2.M I . .3 60 2 Kl . .3 33 EB:• Sci:;mic Bmcos Rc-J cl iou, Right Brc .(1 3~ .()04 13.311 0 ~5 -0J)4 1'29 ·:EB .'ic bmic Brace Reaction. Ldl Brc 0 .31 10 88 ·13 .73 .() ·12 I0.77 -13 .61 SMS S!''l:ilicd Min. Ruu fS11 ow Fnn 'J$JO . 12<>.J I .<)~.30 . 111.2 7 \liummnt Comhhml Rl!llcllnns Sumltlllt)' '\1th Fnclorcd Loads -Fr11111lni: Nole : All rc-.il1:i ons arc ha!><:d on I SI onkr struc\11ral :ma lysis.. . L IF b l':dfi !.:!' ff I . Annnmrtalc 001 a~tors mus l c ;1111 ~I IC on :su?nu OUll• JllORS X-Loc uriJ I lrz Ml Load Hrz Right Load llrz In Load llrzOut LoaJ Uplill Load Vrt Down t-Hx1 ClW (Hxl Cm«: (-Hz> C.1s.: (l-lz) C1sc (-Vy) Cas.: (Vy ) (k) (k) (k) (k) (kl (k) lUllO 4-B 27.51 ') 12!!.61 77 0 .05 2'' 12.12 54 J:?.<•7 <) 176.2!! 200/0/0 4-M 121!.lil 77 29 ~o I! 005 ~I 12 .22 52 29.53 l! 1s1.n 'lutlmum Frmuc lk11cthm~ • Fncltlrcd Lo11d CllSes ut Fr<tn1c CrnH Srcllon: 4 NlllA:' r\11 rc acli11C1s an: ba sc1l 1111 I .t onlcr sllUllurJl anah·,is ... X-Loc 0/010 200/0;0 Grid I -GriJ2 4-B 4-M Ld D.:s.:ri1,tinn l h llz Vv lh III Vv Cs (:1Doli~ation fac1or not shown) (kl (k) (k) (k) (k) tk) 8 D +CU+ Wl > +Hangar Wind 0 17.24 --18.44 2').30 . -2'>.53 . down l) 0 +CU+ <WI +Hangar Wind ·27.5 1 . -J:!.<17 15.51) . -17 .lO tlll\\11 2') D +CO + WPA:?+ 1-langar Wini! 1137 -0.()5 37.9 11 -12.53 .().05 29 .90 Jown 31 D +CG .... Wl'B2 + llangar \Vinti 1 l.70 .\1.0 5 31 .11'1 -l2 .2X .\Ul5 35 .77 down 52 0 +CG + WPCI ~ H;mgar Wind 1 12..86 11 .32 2.68 -15 .15 12 22 2.62 - tlo wn 54 D + CG + \Vl'l>l + I f;111gar Wini! 12.6') 12 .12 J .•)5 -15 .27 l 1.2<> 1.KX down 77 D +CG ~ SMS :· 12~ '" . 1711.211 . . 157 32 . 128.61 ,\SD Ln:id Comhln11Unns • Frnmh111 No. Ori ein F a~t nr APP iicati on II User J.000 l).(1D +0.6 CU+ l.O WI >+ l.O U3 9 Us.:r 1.000 0.6 D + 0.6 C U + 1.0 <Wl + I.ti UJ 29 us~r 1 noo 1.0 D + I O CG + I.ti WJ'A:! + 1.0 U3 JI U:;c r 1.000 1.0 D + 1.0 CG + 1.0 WPB 2 + 1.0 UJ 52 U:.~r l.000 1.0 D ;-1.0 CG + 1.0 Wl'C I + 1.0 UJ 54 lJs~-r 1.000 I.fl 0 + 1.0 CG-+-1.0 WPDL + 1.0 ll3 77 Svi;t~~n 1.000 I.OD + 1.0CG + l.OSMS> Grill Dco;cri >tim1 -. . . LoaJ C1sc 77 77 . . . . . . Date: 8/'1 4/201 5 Time:02:47 PM Pngc: 53 nf84 -. . . Mom cw Looi! Momccw Loail (-:V\12) Cnsc (Mzz) Ca~.; (in-kl (in -kl -. -. . . . . - - . . . D.::;crintion 0 +CU + W l > + llangar Wind tlown D .. CU + <W l + llan!!ar Wini! down 0 + C+ l'li + WPB2 + lfangor Wini! do\\11 D + l'G + WP<: I + I langar Wini! down D +CG t WPDI +Hangar Wind down D +CG + SMS > 4-B -1-M Di ~gonal brad11g at bas.; is .1Uad1~"1 to wlumn. RcaL1i1 ms ARE mdudL'll ,~ith ln1 m~ rcaclim.~. Diui.:011.11 bracm • al ha~.: '~ allaLhcd 10 column . RLwJL"tions ARE in d lldL'd w11 h li-;11 11.: n::Millns . h ie; R1llc llan g,1r Vo.:rMon . :!0 15. la V.irco Pruden Buildings is a di vi sion of Bl ucSc opc Bm hlings Not th Amcr ii.-J , In c. I I '1;7 _ .__ Desig11 Loatls a11d Reactio11s 15-007403-01 Wall: 4, Frame at: 143/l 1/0 Fr.imc ID llangar Frmnl'S Values show11 :m: resisting forces oflhc foumfa1ion . Buse Connl-ction o~-:;ign IS B:1scd on 3000.00 (psi} Conl-n:lc R I U ~ d L dT F C ~ I 3 cucl ons -n uctorc Oil \'PC Ill rume rnn ·•ct on: Type X-loc Ciridl -Grid2 Base Pla1c W x L (in.) Base: Pla1c Thickness l in. I Anchor Rod QtyrDiam. (in.} Column Base Elev. Load Tvn.• Ll•ad Dcscrintion Desc. D Malena! D~ad Weight Fnn CG Cullat•TJI Lo;1d for GrJvity Cases Frm UI User Defined Load • l Frm s Snow Load Frm l Roof Live Load Frm WI> Wind L1~u.L Cu~ I. Right Frm UJ Usc:r Defined Load -J Fnn <WI V. 11111 Load, Case l. Left Fnn W2> Wind Load, Case 2, Righi Frm <W2 WinJ Load, Case: 2, Len Frm cu Cullnlcr.tl Load tor Wind Cases Frm U2 Us.:r Dctinl'll Load -2 Fnn WPAl Wind Parallel -Rd'A. Case I Brc WPA2 Wind Parallel -Ref A. Case 2 Brc WPBI Wind Parallel • RcfB, Cnsc I Brc WPB2 Wind ParJlld • RcfB. Case 2 Brc WPCI WinJ ParJllcl • Rd'C. Cusc I Brc WPl2 Wind Parallel -Ref(', Case 2 Brc Wl'Dl Wind l'nrallel • RcfD, Case 1 Brc WPD2 Wind Pumllcl -Ref D, Case 2 Brc SMS> Specified Min. Roof Snow· Notional Rii;ht Fnn <SMS Sp.:dlil'd Min. Roof Snow· Notional Len frm S» Snm\ ·Notional Right Frm SD Snow Drill Load Frm SS Shilmg Snow Load Frm .::s Snow -Nolmnal L.:ft Frm us1• Unbalan.:cd Snow Load I. Shilk-J Right Frm *USI UnbalancL·d Snow Load I, Shift~-J Len Fnn E,~ Sdsmic Load. Righi Fnn ECi+ Vertical Sdsnuc Etfo.:t. Addithc Frm <E Seismic Loud, L~n Frm Frame Typc:Rigid Frame. End Posis J!xtmor Column Extcnor Column 0/00 20010 () 3-B 3-M It. X-l'J H1X4\I () 750 0 .750 4-2 000 -1-2 000 100'-2" 100·-2·· llx Vy lh llz Vy llx 1.3.03 20.\13 ·13.0J . 20.94 . 13 21 16.0-1 -13 .21 -15.62 -. . -. -. 32 .7!1 JlJ.5!1 -32 .711 39.511 26.01 31.-11 -26.02 -31.42 -1'.1.90 -22.'>3 27.00 -32.17 33.'.17 39.42 -33 .'n 3'1.42 - -25.64 -32.21 17.72 -22.'10 . -l 1.77 -12 .69 20 50 •· -22 .07 . -17 51 -21.97 1121 -·12.79 . . . . . -. -33.97 -39.42 33.9 7 --39.42 . -20.37 -2-1.91 17.41 . -27.35 -12.24 -14 .t.7 I 0 I)() . -17 .24 . -20.24 -27.511 17 .53 --24.t.!! - -12 .11 -17J.j 11.03 + ·1-1.57 + -12 51 -1687 '1 .74 -·I :i . .51 - -4.39 -6 63 3 2J -HI -12.57 -15.74 ., 68 -1 <>."4 . -4.44 -5.51 3.17 . .(> 53 . 52 .03 62.113 ·52 .UJ -(12.!13 - 52.03 62.!13 ·52 .03 -(12 !13 - 32 7K Jtl5K -32 .7!1 . 39 .58 . . . - -. . - - --~2.78 31J.58 -U.711 .N.S8 27.92 40.15 -2 7.112 . 22.94 - .27 .92 22 9-1 +27.'l2 . 40 .1(1 . 2.92 1.01 2.74 . -1 01 . 190 :?JO .J 90 2.27 . -2 .92 -1.01 -2.74 1.01 Mz . -- . -. T - . . . - . . . . -. . . . -- File: Rille Hangar Version; 201 5.la Varco Pruden Buildings is a division of BlucScope Buildings North Americ a. Inc. Date: 8/14/2015 Time:02:47 PM Pn~e: 54 of 84 Hx Vv H" Hz \\ -. -.. --. . . . -. -. - - - -. -. -. --. . --.. . . . . . --. --. . . . . . . . -. ~ . -. -. . -. . -. . -. - -. -. . . . --. . . -. -. . . . -. - -----. -+ . . . . . . . -. . -. . "'7 . ITml Desig11 Loads a11d Reactions 15-007403-01 Vcr1ka l Seismic [;ffcct, Subtmcti\·C Seism ic Br.1L"I! RL"JC !ion. Righ t Sd~nic Brace Rc:1cti o11, t cft Fnu Arc Arc -2.30 l\tudmum Cnmbhml Rl!nt:tlnns Snnunary nllh Factored J..onds -Fr11111lni: Note : All rc;1c 11ons :ire b:1scd on Isl 01 dLT ~1 111ctural :malys1s. A·1111rn11natc L I F be r J fl d . fli I . 11a1 ac ll'ICS must '31l ll ~ o r L':it im o ou11t auons. X-L1x: Grid llrz lcll Lo:id Hn:Right Load Hrz ln Load HrzOu1 Lm1d (-Hx) c.~ (Hx) Ca,,e (·~l zl Case (Hz) Case (k) (k) (k) (kl cu i.o 3-B 51.71) 2 1 7!<.27 77 . . . . :?00/010 J -M 7~.27 77 53 .15 :?O . --- :\lulnrnm Frumc ltcactlons -F11ctored Lo11d C113cs ut Frame Cross Slocll1m: J Not c .\II rc-JLt i<•ns al\! baSL-d •ICl b1 onkr ~t iu c tur.i l anal vsh • . . X·L1x: O/Oill 10010111 Grid I • Grid:? 3-B 3·M Ld D<:s.:ri111io11 lh Vy !Ix Hz V~· Cs (app li~ntion factor nut shown) (k ) !lo <kl (k) \kl I D + CG+ F:.11 26 .24 ·""'>7 -26 .24 -3<"56 ' 4 D +CG + WJ ;.• +Han gar Wind 40 .3 1 53.46 -33 .20 -43.11 1 .Imm 5 D +CG + <W I+ Hangar Wind J.u1 44.18 -12.49 . 53.08 down 20 D + <.'U + \V I> + llangar \Vind up -16 Jl5 -19 .79 5 3.15 . -:i'J .04 21 D + CU +<,\V I + ll angar \V iud up -5 1.79 -5').tl() 43.87 . -l'J .7(1 77 D 1-CG "'-SMS > 7R .27 99.XO -7R .:?7 . 'l'l.3'> AS D L dC II ... Oii •m 1 nnl f•ns -rum ne No. Ori t?i n Fucl o r Annl i~a ti un I Use r 1.ouo l.\J D + LClCG +I.OU ! 4 User l.000 I.II D + l.O CG + 1.0 W I ... + I.II UJ 5 User l.000 l.O 0 + l.O ((j + 1.0 •. \V l + I.II W 20 User 1.0 00 O.ti D + 0 6 C'lJ t 1.0 WI > + t.ll ll2 2 1 Ul'l:r 1.noo l.6D -r 0.6CU + 1.0 <\VI ~ l.O U2 77 s~·s1 c m 1.000 1.0 D + l .O CG + l .O Sii.iS > !.'JO ·2.27 Upli1l Load VnDown (-Vy) Case I Vy) {k} lkl 59.0ti 21 'J'J .XO s•>.o-4 :?O '>'U9 llx [(z Vv Hx tk) (k l (k) (kl . -. . . . . . . . . . . . . -. . . . . Load Case 77 77 llz (k) . . - I . - Date: 8 / 14 /20 15 Timc:02:47 PM Pngc: 55 of84 MnmL'W Loud MomL·cw Lo:1d , (-Mzz) Case (Mzz) Ca.-;.: ci n-k) <in -kl . . . . . . -- Vy llx llz Vv tkl tk) (kl lkl --- -. -. - . -. - -. . -' . . . . - DL~rint ion O + CG + Fall D +CG + WI :•+ Hangar Wind do \\11 D +CG +<..WI + llangar Wi nd dow11 D + C\J +WI "> + Hanga r Wm d up l> +CU -r •.WI + l lan gar Wind up D +CG +SMS> hk. Rill c llan gar Vl!r:.1011 : 2015 . Iii Var co Pruden Bui ld ings is a <livisi on of Blu escope Bu ildi ng!> Nor th Am.:rii:a. Inc . I Desig11 Loads a11d Reactio11s 15-007403-01 Wall: 4, Frame at: 148/9/0 FrJmc ID :U:mg-Jr Fr:m1L-s-RHC @ ~ Vv , ~ Hx Valu~-s shown arc n.-s1stmg forces oftl11: foundation. B:1sc Conm."Ctinn Design is Bas..-d on 3000 00 (psi) Conm.:te Rcui:llons • Unfilt:tnrrd Load Tnw DI Frumc Cro51 Sl-cllon: Z Type X-Loc Grid I -Grid:! Base Plate W :ii: L tin.) Base Plate Thickn.:ss (in.) Anchor RuJ Qty;Dmm. (in.) Column Base Elc\. Load Tvnc Luad Ocscrintmn Dcsc. D Material Dead Weight Fnn CG Collat~TJ[ Load for GrJvity Cases Fnn UI User Defined Load -l Fnn s Snow Load Frm L Ruof Liw Load Fnn WI> Wind Load. Case I . Right Fnn UJ U~cr lklincd Load -J Fnn <WI Wind Load, Cas.: l. Left Fnn W2:, Wind Luad , Clise 2, Right Fnn .::.W2 Wiml Lo.1d, Case: 2, Len Fnn l'U CullatcrJl Load for Wind Cas.:s Frm U2 User DclinL-d load -2 Frm WPAI Wind P:1mllcl-Ref A, Case I Bn: WPA2 Wind l'ar:illd -Ref A. Case 2 Brc WPBI Wind Parallel -RcfB, Case I Bn: WPB2 Wind Parallel· RcfB, Cnsc 2 Bre WPCI Wind Parallel -Ref(, C:1sc I Bre WPC2 Wind Parallel -RcfC. Case 2 Brc \\'l'DI Wind Parallel • Ref D, Case I Brc WPD2 Wind Pnrallcl -Ref D, Case 2 Brc SMS> S~..:ificd t\lin. Roof Snow· Notional Right Fnn <.SMS Sp .. ..:ificd Min. Roof Snow· Notional Lcfi Frm S> Snow -Noliona I Right Fnn SD Snnw Drill Load Fnn SS Sli<ling Snow Load Frm <S Snow -Notional Lett Fnn us1• Unbal:mcL-d Snow Load I • Shilk'd Right Fnn •us1 UnbalancL" Seismic Load, Right Fnn EG+ Vertical Seismic EITccl. Addithc Fnn "E Seismic Load. Lcfi Fnn Frame Type Rig.id Frnmc ~- Ei\tcrior Column E~terior Column O.'O;O 200/0:0 2-B 2-M l3X49 13 X49 0.750 0.750 4-l.500 4-UOO I00'-2" 100'-2" lh Vv lb; Vy 8.71 15.31< -K .71 14.44 7.63 10.15 -163 8.96 - -. -7.7') 15.16 -7.79 9.60 6.31 7.66 .(1 31 7.6'1 .J.71 -7.37 6,86 -7 ,'lR JJ.KO 39.44 -33.80 3'>.44 .(1,27 -11.31 4.111 -5.55 ·2.4-1 -3.9J 5.11 -5.46 -5.00 .7.87 2.-11 -3.03 -. - - -33.l<Cl -J'J.44 33.RO -311 -14 -3.7'1 -7.54 4.50 -6.77 -2.4K -4 . IO 2.76 -4.24 -J.(18 -8.34 4.54 -6.12 -2.41 -4.90 2.80 -l.60 -1.61 -6.72 2.68 -3.K'J .0.33 -l2'J 0.94 -1.37 .1.72 .(>.IJ 2.65 -4.16 .. o . .i.i ·2 .69 0.91 -1.64 12.40 23.19 -12.40 !5 .24 12.40 23.19 -12.40 !5.24 7.79 15.16 -7 .79 9.60 -0.35 12.12 0 .~5 .0.12 .(l.33 11.42 o .. n .u.12 7.7') 15.16 -7 .79 9,(,() 6.76 9.79 -6 76 S.'10 6.7<1 5.t10 -'1.76 ') 7'1 1.66 0.52 I 24 -0.-16 0.77 1.10 -0 77 0 91 -Ui6 -0 52 -1.2-1 0.46 . -. -- . -- + -. - + . . . . . . . . . -- File: Rille I Jangnr Version: 2015.1 a Varco Pruden Buildings is a <livis ioo of Blues cope Buildings North America, Inc. Date: 8/14/2015 Time: 02:47 PM Pngc: 56 of84 Vy / ' / /Hx '("/ -. -. -. . . .. . --. --. -. . . -. --. . -. . . - "'7 -~ Des ign loads a11d Reactio11s 15-007403-01 Date: 8/ 14/201 5 Time: 02 :47 PM Pa2~: 57 of84 EG · EB> ··EB Vcrt iL'lll Scis1ni c Elfcc l, Su lil rn cli\c Sci smk Br;1c.: Rc-JLt;on, R ighl Sci,,,ni<; Brac-c Rc;1L1ii>n . L.:ft Fnn Brc Brc -0.77 .\lu1lmum Combined lteucllons Summary '~llh F11cluted L1tads -Ftumlnit Nole: ,\U re-Jclions ar~ based on 1,1 Clflkr s1 ruc 1urJI ;malysis. ,l\Mnjj'fri:111: Lo:11.I Factors must ~ l\CI Micd Ii..-tlcsiL'll uf litumla 1ions. .1.1 0 X-Loc Ci rid llrz lcll Load Hrz Right Load llrz In Load llrz Ou1 Load (-llx) Case llh) Case (-llz) Ca:;,; l\lz) Case (kl <kl lkl (It} (),0/0 2·8 34 .115 21 49.XI 53 --. - 2011/0.0 2-M 4'>.24 55 J5A3 20 -. . :\l nhnum Fnune Rc11ctlons • fadored Loud Cases al Frumc Cross Secll1111: 2 N1111:-Al I n;:action5 arc ba~ctl 011 I 't onkr ~lruclurnl analvsis . " X-Loc OJO .U 20()1lJ .() Gridl -Grid1 2-B 2-M Ld o~scr iJllion llx Vy lh Vv Cs (.1 oo hca1ion foi:tur nol shown) <kl (kl lkl (kl 20 D & CU -WI .'+ Hangar W111J up -:\2 .29 -37.511 .15 .43 -JX .76 2 1 D +CU+~ W I t llangar Wind up ·l -1 .115 -11.52 32.73 -311.33 53 D +CG + Wrl2 ~ lfongar Wind 49 .111 61.(19 -49 .21 "1.-17 ,1mn1 :55 D +CG + Wl'D2 + lfaugar Wiml -1'>7 1 (12 .211 -4 1).24 (11.20 down hJ D +CG + S + Wl'D2 + llan1,mr ..1 7 ~1 11-1.-16 -11\.!<7 511 .')5 Windtlu\111 ASO Lflatl C111nt1ln111lons -Frumln11 No. Ori l!in Fa~111 r A1mli,ation :20 US<.T l .OOU O.<• D + o .t. CU+ 1.0 W I>+ 1.0 U2 21 User I 000 0 .1. D + o 6 cu + 1.o .-w1 •· 1.0 u2 53 User 1.000 1.0 D + 1.0 CC i + 1.0 Wl'C:! + 1.0 lJ J 55 Us~r l.000 1.0 D + 1.0 CG + 1.0 Wl'l>2 + I .U UJ (1J User I.OHO 1.0 [).,. 1.0 CG + 0 .75 S -t-0 .75 Wl'D2 -t-0 .75 UJ ftk. Rill e lla ngnr 11.77 Uplift {-Vy) (k) 41.52 3K.7C> Varro Pru den Bu ilJings is a divisi on of Bl ucS cope Build ings Nonh Amcric ;t , Inc. -0.9 1 Load Vrt 001\11 Load Mom cw Load Momccw Load I Case lVY) Case (·M22) Case 1M22) Case (kl (in-k) (in-kl I 21 64.4(, 6 .~ . . -. I 20 6IA7 :n --- . . -. . . . . . - . ~ - Description D +CU -WI >+ Hangar Wiml ur D +CU +.-:Wl +Hangar Wi nd up D + CG + Wl'C2 ~ H;1ngar Wind down D + CG + Wr02 + llangar Wiml duwn D + l'G + S + Wl'D2 + I fongar Wind Jown Version. 2015.la Desig11 loads a11d Reactio11s 15-007403-01 Date: 8 /1 4/2015 Time: 02:47 PM Pngc: 58 of84 Shnpe: Office Lo1uls 11nd Cotlcs • ShApc: Office Clly: Rillc County: Garfield Building Code· ~009 lntcmalional Building Code Bu1hling lfokiOccupam.:y Category: II tStandanl Occup;incy Slrucrun:) Sl:tte: Color.ado 05AISC-ASD 07AISI ·ASD Built Up: (.\lid Funn: C111111trv: Unit\.'11 S1a1cs R.iinfall~ 4 .00 ind1cs per hnur 3000.00 psi Com:rctc Dcutl ond CollAtcrul Louds Colfotcr.il Gr.m1y :li .OO psi' Collatcr.il Uplit\: 0.00 psf Wind Lootl Wmd Spt.'1..'11: 90.00 mph The 'Low Rise' Mclhod is UscJ Wmd faposurc (factor}: C (11.!!4'>) Parts Wind E.~po,urc Factor. O.K49 Wind Encl~urc: Enclos..-d Wind Importance Factor. 1.000 T opogr.1phic Futtor· I 0000 NOT Windbomc Debris Region Ba~ (lc\':ition : 0 O'O Primary Zone Slnp Width : 14/4!13 Pan..; PnrtK>ns Zon.: Strip Width: 7/2 i6 Basic \\• md Pr.:ssurc: 14 % rsf O\'croll Shu c Dcscrl tlon R<K>fl R<K>f:? From Grid A M- I To Grid M-11 RoofCov.:rini; + S\.-cund. Dt.'lld Load. Vurit.'S Frnmc Wciyht (assum\.-J for scismic)·2.50 psf Snow Loud Gmuml Snow Load: 40.00 psi' Flat Roof Snow: 28 .CIO psr Design Snow (Slo!>'-"<l): :!IUIO psf Rain Sun:harge: 0 00 Sp\.-cificd Minimum RoorSnow: 40.00 psflUSR) Exposure Catcgol)· (Factor): 2 Partially C:.~pos..-d (I 110) Snow Importance. 1.000 Th1.i111al Category (factor): H1.·.1t~'ll ( UIO) Grounil/ RoorCon\'~-rsion: 0.70 ~-Snow U!>i:d in Sci~mic: 0.011 Sei smic Snow Load· 0.00 psf Ohstmcti..'11 ur Not Sli(lf!Cry Width Len !th Eave HI Eave HI. 2 31110/0 13/0JO 15 .60 © ' Roor Live Loatl Roof li\'.: Loa1l ~O 00 psf Nol Reducible Seismic Load Marpcd Spct.tr.il R\.'S(lonsc • Ss :34.30 %g Mapped Srcctral R\.-sponsc: ·SI :7.30 "•ll Scismi.: Design Catcgury : C Seismic lmponantc: I 000 Framini; Fumlamcnl:ll Peri1KL 0.2J45 Uracing FunJamenl:ll l'cnod: 0.146 7 Framing R·Factor' 3.0000 Br.adng R-Factor' 3 0000 Soil Profile Typ.:· Stiff soil (0. 4) Diaphragm C'omlition: Fk:ot1blc Frame R~-Junt.l.1ncy Fut1<>r: 1.0000 Brace R1.'llundJ11cv Factor: 1.0000 Frame Seismic Fa~lur (Cs): 0 I l6J ll W Brace S.:isrmc Factor (Csl: 0 1163 ;o.; \\' 01.'Sib'll Spt.-.:tr.al Respon~c • Sdl : 0.1161! Design Spcclral Rcspon!>i: • S1ls : 0.348') Pilch Disl . lo Rit.I •c Peak Hci • t J.OOO·l:? ~ <">Th.: building i~ designed with hmcini; diagonals in the 1k.,;ignat1.'ll hay s. Column base ri:-.ictimu, base plat~'S an<l anchor md.~ ar.: a ffected by this hr.1~111g and Ji.1go1rnls may nul he rclocat~'ll without consulting the building supplkr's cnginC\.'1'. File : Rifle l111ng11r Version: 2015 . Ia Vnrco Pruden Buildings is a division of BlucScop e 8111\dings North Ami:rica, Inc. v;7 _ UBI Desig11 loatls a11d Reacti011s 15-007403-01 Wall: 2 Frame ll>:l'onal Fr:ut1i: V y 29',()" Va1ucs ~l~>\\11.m: NsiMing fon:L~ ofd1.: fouml.11ion. B.1sc C"onnL>t:liun D1:s1~n is B:tsL'tl on 3000 .00 (psi) \nnLTCtc R I U i ti L IT F C S I 1~ eu~t nn'-11 11clor~ 11111 \"114'111 rumc rns1 .. eel nn: -Type fatcrior Colu111n Exterior C:ol u11111 X·loc o;o.·o 29/010 Grid I • Gri.U 12·11 12-G Dase Pl:ue W x l (in.) K X IJ 8 x 13 Base Pla11: TlucknL':iS l iQ.I OJ7:5 u 375 Anch1•r Rull Qcy Di :tm. (in.) 4 .. tJ .750 -t -0.750 I C'oh11n11 Base Ekv . ltlll'-2" I00'-2" load Tyc>e load Dc»eri111io11 0L'SC . llx Vy lb. V~· D Material lkul Weight 1'1111 007 I (} 43 ·0.07 OAJ . CG (' ollah:ml load ll1r GrJvity Cases Fnn . . . . SMS'· Sp ccilktl Min. Roof Snow · Not ional Ri1d11 Frm . . . - ·-SMS Specilictl Miu. R'•ofSnm\· .. Notional l cll Fnn . . . . . s-. Snow • Nution:1l Righi Frm . -.. .. SD Snow Drill loaJ Fm1 . .. .. -<S Snuw • Notion:al lctl F1111 . .. .. WI:-WinJ luaJ. l'a.<e I. Right Fnn . .. .. •WI Wind lo;iJ, Case l, l et\ Fnn .. -.. .. . w2-~ Wind load, Case 2, Righi Fnn .. . .. .. -.w2 Wind luJd. Case 2, left Frm . .. .. . . ClJ CullatcrJl lt•aJ for Wind Cas1.-s Fm1 . . . . . s SnolV load Fm1 .. . . . . E'· Seismic L(l3d. Righi Fm1 . . .. .. EG+ Vertical Seismic Elfo1.1. ,\ddici vc F1m . . .. .. 'E Seismic l<~1<l, left Frm .. . . . . EG-Vi:rtical Seismic Elfo.1, Subtr.ictiw Fnn -. --. Wl'AI Wind l'nmllel • Ref A. Case I Brc -3A<1 -J.08 -.1.59 ~.()l! - \\l'DI Wind l'arJllcl • RcfD, Case I Brc 3.44 2.'>4 JJI -2 .94 . WPA2 Wind l':tra ll d ·Ref A. Case 2 Brc -I.SO .3<19 --t.65 3.'N . \Vl'D2 Wind l'amllcl -RcfO. Case 2 Brc 4.44 3 Kl 4.2<J ·3.l!I . WP Bl Wind l'arJllcl -RcfB, Case 1 Brc .J.:?O +2Jl4 ·3.32 ::!.X4 . wrn WinJ l'arnllcl .. Reff'. Cusc I Arc 3 .13 26') l02 -2 .69 . Wl'B2 Wind l'amlld -RcfB. Cusc 2 Brc -t 28 ·-'.7!! --t .40 J .78 . Wl'l"2 Wiml l'amllcl • Ref C. C:asc 2 Ure 4 I'> MU 4 .07 .).(10 . EB> Seismic Br.ice lk~c1iun. Righi Ure .(..JO -:i .4(1 ..(1.42 5..16 . <EB Seismic Bmcc lkJ~lion . lcll BN: ti AO 5.45 (1.0'I ·SAS j . SM') Snc-.-itkd Min. Roof Snow I Fnn . -I . .\bdnmn. Comb ined R~uc tl u11' Summary \\1Ch Factored Load5 • Fr:u11IJ11t r 1h:: R11l c l l.111gar Version: 20t 5.1a Va rco Pru den Bu i lding s is a d ivisio n ofBlucScopc Bui ldini;s Nmlh /\mi:ri ca . Inc . Date: 6/ 14/20 15 Time : 02:47 PM Paee: 5'> of 84 I I . . . . . . .. . . .. I . . I . . ' . . - + + . . . . I Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/ 14/:!.015 Time: 02:4 7 PM Paec: 60 of 84 Nn1c: All rcxtions arc b3scil on ht onkr struclural analysis. \ . loatlF ~ b.: l":df J . ffi nJa . ,. ~n11nionah: acor.imus1 ·:111 ~IC ur •-s11.mo OU · 11uns. X-Loc Gnd Hrzlcf\ Load Hrz R1gh1 Load Hrz In Load HrzOut Lo;.id Uplift Load VrtDown Load Mom cw Load Mumt.'tW Load Hhl Case (Hx) Case (-llz) Case (llz) Case 1-Vy) Case (Vy) Case (-Mzz) Casc (Mzz) Case (k) (I(} (kl fk) (k) lkl (in·kl lin·kl 0 0/0 12-H 4.46 28 4.56 47 .. .. .. . ].73 28 4.24 47 .. .. . . 29.0/0 12-G 4 72 27 .us 31 .. . . . ].:\6 411 4.42 27 .. .. . . ~laxhnum Frumc Rcurllons • Fuclored Lnud Cuscs 111 Framt Cr11ss Sc~llnn: 12 11 ha t I nl I I • Nute: A rcaclmru; :1rc • SC.:L on st u LT s1n1c1urJ an:11w1s. X-Luc o o:o 2910 ·0 Gri.11 -Grid:? 12-1-1 12-<.i ld Dcscriolion llx Vv Hx Vv Cs (armlicatiun factor no1 sho\\n) lk) (k) (k) tk) 27 D +CG+WPA2 -HJ -3.56 -4 .72 4 .42 . -- 28 D+CU+Wl'A2 -4.46 -J.73 469 4 .25 -.. - 31 D+CU+WPD2 4.48 4 011 4 .25 .J 55 -. - 47 D + CG + "'EB + EG• 4 56 4.24 4.19 -J 38 --- -Ill D +CU +-:EB+ EG-4 53 4 .07 4 .22 -3 56 . . . ASD Loud Cnmblnllllons • Frumlnl! Nn. On um FaL'lur AllOhCJhllll fk><:rir>1ion 27 Sys1cm Dcmcd 1.lK>O 1.0 D + 1.0 CG + 1.0 WPA1 O +CG+WPA2 2K Sysh:m Dcm·cd 1.0()0 Kl.6 D + 0 6 CU+ 1.0 Wl'A2 0 +cu+ \Vl't\2 31 S)•km D•'fiwd 1.000 ~1.6 D + 0 .6 CU + 1.0 WPD2 o+cu .. wr02 47 Sy•tcm D•TI\~'ll 1.000 1.0 D + 1.0 CG+ 0 7 «EB • 0 7 EG + D+ CG +<EB+ EG+ 41< Svstcm D~rh·cd l ()()() >.<1 D + o 6 CU + 0 .7 <EB + o. 7 EG · D+ CU +<EB+ EG - Fil.:. Ritle 1 lnngar Vmion: 2015. la Varco Pruden Buildings is a division ofBlucScopc Buildings North America. Inc. V;7 l(ml Design loatls a11d Reactio11s 15-00 74 03-01 Wall: 2. Frame at: 1/0/0 Frame ID.Otlicc L.:anto frame Typ1::L1.-an ·To Vy wa Values shown arc n;sis1ing lim;.:s oflhc found.11illn. lfasc Conm.-ction o~'Sign is ll;L~1.-d on 3000.00 tpsi) C'oncn:h: RI Uf dLdT F <.' S.:I i\I t:ucl ons-11 uch1rc Oil \"IHI Ill rumc ross • •cl oh! , Type [xh.:rior Column X-Loc o,oo Ciridl ·Grid:! M·I:? Base Plate W x L (in.) xx 13 (Jase Plate Thkkn.:.s (in.) 0 375 AnchorltmlQtyOimn. (in.) 4 -0 750 Colntnn Base Ek\. 100'-2" Lo:ulTnll! Luad Dcs..:riotion 01.'SC. lh Vy D Malena! Dea.I W.:ighl Fnn 00~ I l'J . CG C ollilt.:rJI Lo:u.l for CirJv11y C:as.'S Fnn 007 I .5 .l SMS> Sp..-..11i1.-d J\.lin. RoofSnnw -Nu1iunal Rig.ht frm 0.42 '>.14 I ··S\1S Sp..'\.1lkd Min. RnofSnuw ·Notional Ldt Fnn 0.42 ').74 S> Snow -:-!01ion;1I Right Fnn 0 10 <>.K2 -SD 'i11ow Drill Lo;id Fnn 0.12 2.<17 . s 'inow -N•llional Left Fnn 0.10 <1.IC :? - WI ' Wind Lo:1d, Case I . Right Fnn ·O<•K -U3 - •WI Wind L<>ad, Casc I, Lett Fnn OM -2 ~0 . W:?• Wind Load, Case 2, Right Fnn ·I 10 .:..11 . W2 Wiml Load. Case 2. Left Frm 0.:!3 ·1.14 c u Collab:rJI Load for Wind ('a>l.'S Fm1 . . . s Snowlo:td Fm1 OJO 6.112 . E·· 5':1smic Load, Right Fm1 .t).02 . . E<i+ V.:rtkJI Seismic Etfo:t . ,\d1litivc Fm1 . i 020 . .. r: Seismic l (>ad, Lclt Fnn 0.02 . . f;(j. V ertic:il Sci~mic Elli.-ct . Subtractiw Fnn --0.:!0 . Wl'l\J Wind Parallel • Ref A. Case l Ure 0.7 .' ·2 j l . \\ l'DI Winil ParJllcl -Ref 0, Case l Ure 0 .66 -U<> . \\'P,\2 Wind Par.lllcl • Ref A. Case 2 Brc 0 31 ·I.IS . Wl'D2 Wind ParJllcl • RcfD. C:as.: 2 Brc 023 ·:!.'10 . \\PBI Wind l'arJllcl • R.:flJ, Case I Bn: 0 .75 ·:!.OK . WPCJ Win.I l'arJlfol • RcfC. Case I Brc 0.70 .:1.2; . Wl'D2 Wind ParJlkl • R.:fB. f'asc 2 Brc 033 .0.73 . Wl'l2 Wiml l'aralld • R.:IT. l'a....-2 Brc 11.:!8 -1.89 . W · Scil.mic Bra1.-c Rca1.ti n11. R1gh1 Ure . . . EB S..-ismic Brace Rl!'J1.li<H1. Lett Drc . . - SMS S!ll.-.:itktl Mm. Roof Snow fnu 11-'2 •>74 . :\bxhn11111 C1>111hlu~d R4!11d lu11s S11111 11111ry \\llh Faclon·d Loatls • Fr.uuln~ r1 1<:. Ritlc llnng.ir V.m:o Prud en Buildi ngs is a dil.ision ofBlucSco}lC Bu tlding s Nort h /\m cru:a , fn c. . . --. ----. . . . . . I . - . . . . -. Version· 2015 la Date: 8/14/2015 Time: 02:47 PM PnJ!C! 61 of 84 . . . . . . -... -- . . -. . . . --. . . . . -. I I I Desig11 Loads a11d Reactio11s 15-007403-01 Dale: 8/14/2015 Time: 02:47 PM Page: 62 of 84 Nole: All reactions atc based on I st onlcr struclurnl analysis. r J' rr. J.i Aripnmri;llc load Factnrs must bl! i!D~ 1cd for ~-sumo oun Uuns. X-loc Grid Hrzlcft load l·lrz Right Load Hrzln load HrzOut lm1d Uplifl Load Vrt Down Load Mom cw Lu ad Mmnccw Load Hhl Case (H:<) Case (·Hz) Case tllz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (kl (k) (kl (k) (k) (k) Cin·kl (in·kl 0·010 M-12 l.07 II 0.90 35 -. - -J 54 25 12.47 I ---. :\111~tmum Frame Rcucllons • Fadorcd Ln11d Ci1scs lll Fnunc Cross Section: ,\I N All b; d I d I I . 1 utc; rcact1ons arc asc on st or ~1' strucmra :mm vs1s. X-Loc 0 [)/0 Grid I • Cirid2 M-12 Ld Dcscriolion II:< Vy Cs cu1111licatiun factur not shmm) (k) {k) I D+ CG+ SMS> 0.54 12.47 ---- II D+CU+W2> -1 07 -2 06 ---- 25 D+CU+\VPOJ 0.6') -l54 . . . . 3;; O+CG+ S+ WPBI 0.'>0 6.28 . . -. ASD Loud Cnmhlnallnns -F ramln!! No. Oril!in Faclor A1mhcation Oc!i<:riPtion I System J.000 l.O D + 1.0 CG + l.O SMS> D+CG +SMS=- 11 System 1.000 0.6 D + 0 6 CU +. 1.0 W2> D+ClJ+W2> 25 Sys1cm Dcrh·etl 1.000 l.o [) + 0.6 CU+ I 0 Wl'OI D+l'U+WPDI J5 Sn1cm Dcri\·etl 1.000 1.0 [)+ l.OCG +0.75 S+0.75 WPBI D +CG + S + WPB I File: Rille 1 langar Version: 2015. la Varco Pruden Buildings is a division ofBlueScope Buildings North America. Inc. Desig11 loads a11d Reactio11s 15-007403~01 Wall: 2. Frame nt : 30/0/0 Frame ID :Olfic c Lcanlll Frame Typc :L.r.m ·To VJlucs shown arc rcsislini: fon:cs of th.: fouml.1tinn. Base (onn••ctiun D.:~ign ;s BasL-d on JOOO 00 (l»i ) ('nn•-n:tc R I tr r dL dT F C S I J cu.cl 011s -II llCIOrt• 011 \"llC Ut r:ime rmii . t 1cl on: Type Extuior Colm tm X-Loc 0/0 0 <iridl .Gri<D J-12 Base Plate W x L (in.) xx 1.l Uasc Pl ate Th icknL-ss (in .) 0 .175 Anch••r lfoJ Qly Diam . (in.) 4 -ll .75 1> ('ohmm B;t~c Ek\·, IOU'-2" Loadn1)c Loail DcS4:ription Dcsc. lh Vy D Material Demi Weight Fnu fl.O'J 2.00 - CG Col1:11crnl Lnml for Gr.lvity CaSL'S Fnn 0.12 2.79 - SMS .,, St)Cdtkd Min. Roof Snow -Notional Right Frm U.7!! 17.65 I - ·<SMS Spt.-.:ilkiJ Min. RoofSnuw -Notional Ldl Fnu fl .711 17.65 . S:-Snuw -Nn1iona1 Rig.ht Fnn 054 12.35 . SD Snow Drill Luail Fm1 0.23 5.15 . .,s Snuw -Notional Left F1111 054 12J5 . WI-" Wind Load. Ca~c I. Right F1m -O .X3 -5 ."6 . •.WI Wind Loatl, Ca!IC I, Lctl Fnn 0.'.17 -J.85 . W> \\'ind Load, Case 2. Righi Fnn ·157 -351 . -<W1 \Vinti Load. Case 2, Lei\ Fnn 0.23 -1.40 cu Collatcr.11 Lo:1J for Wind Cases Fm1 -. . s Snow Load Fm1 054 12.35 . E.,. Seismic Load. Right Fm1 -0.04 . . EG+ VL'Tlical Sd~mic Elfol.1. Addiliw Fnn 0.02 0.37 . <-E Seismic Loud, Lcfl Fnn 0.04 -. ECi· Vr:rtk~tl SL'ismi.: Effect, SublrJcli w Fnn -0 02 -OJ7 . \\rAI Win1l l'arJ1lcl -Ref 1\. Case I Ure 1.17 ~.5 2 Wl •DJ Wind l'ar.lllcl -lli:f D, Case I Ure 1.14 -7.67 WPA2 Wind l'ar.tllcl -Ref/\. Case 2 Dre 054 -2.07 . wrm Wi11d l'amlld • RcfD. Case 2 Brc 0.40 -5.22 . Wl'lll Wind l'amllcl -Ref 11, Case I Ure 1.JJ .J .76 . wr n Wind ParJlld-Rr:l'C . Case I fire 1.21 -5.87 WPfl2 Wint! l'amlld -RefB. Case 2 13rc 0.57 .]JJ Wl'l"2 Wintl l'ar.ilkl -Rcfl'. C1sc 2 Ure 0.48 .J .42 [ll ~ Sd~mic Br.ice R1:<lctio11. Ri~hl Ure . . •f-B Seismic BrJce Rl:'Jction . Lefl Brc . . ~ S\-IS Slll.-.:ifk-<l Min. Roof Snow Fnu 0.7X 17.<15 :\lu\lnuun C11111bhml Rcm:ftun' S1111111u1ry "llh Fuc for~d Ln:ub • Fntmlltl! Fi k: Rit1c llangar Va rco Pru den Buildings is a <li•i~ion o f BlucSco pc Bui ll!in!;S Nor lh Amer ica. Inc. . --. - -. . . . . . . . . --. -. - Version: 201 5 la Date: 8/H/2015 Timc:02:47 PM P;11:c: 63 of 84 I I . . . . . . . -. -. -. . . . ~ Desig11 loads a11d Reactio11s 15-007403-01 Dale: 8/ l4/2015 Time:02:47 PM Pai.tc: 64 of 84 No te: All reactions an: based on I st ortlcr ~lructural an:lly si s. Ar11mnn:1tc L t1F 1i.: r:t.1r J · rr. nJ.i . oa aL1ors lllll.•t ·mJ: JIC or L'l'IL'llll OU 11ons. X-Loc Gntl Hrz lctl Lnatl Hrz Right Luatl Hrzln Loa ti l·lrzOut load l:plift Load Vrt 01111.TI Luad Momc11· Load ~lnm"w Load (-lhl Case (Hx) Case (·JIZ) Case (llz) Case (·V)) Ca5C {Vy) Case (-Mzz) Case (Mzz) Case (I() (k) (k) (k) (k) lk) (in·k) Cin·k) 0010 J-12 1.51 II 1.60 JS . . . . 647 25 22.44 I . . . . ~fn~lmum Frnme Rcacllons -fuclond Load Case' 111 Fram~ Cross Scdln11: J Noll: A II . Ii: LI I I I I rcac111111s arc nsc on st Oil ~T st111cturJ am11ys1s . X-Loc o:o,o <irill 1 • Grid2 J-12 Ld Dcscnptiun llx Vy c~ lnm1hcntmn factor not sh111\TI) lk) lkl I D +CG+ SMS> 0 .99 22 .44 . . . . II D+CU+ W2-'• -1.51 -2.J I . . . . 25 D •CU+WPDI l.llJ -6.47 . . . . 35 D + CG ... S + WPll I I.ti() I L:?l . . . . ,\SD Lmtd Comhln11llo11s -Frarnlnl! No. Otil!in Factor ,\oohcation Dcscri11tim1 I Sv!>tcm I 000 I 0 D + I II CG + 1.0 !>M!>> D+CG +SMS> II s).st~m 1.000 0 6 D + 0 6 CU+ 1.0 W2 > D+ CU+W2> 25 System Dcm'L'll 1.000 1.6 D +II 6 CU ~ 1.0 Wl'DI C> + CU + WPI>I JS System Dcm·cd 1.000 1.0 n + 1.0 cli + 111s s + o.75 wrn1 D + CG + S + Wl'BI File : Rillc llangar Vers ion: 2015. I a Varco Pruden Buildings is a division ofBlucScopc Buildings North America. Inc. '1;7 _ gm Desig11 loatls a11d Reactio11s 15-007403-01 Wnll: 2~ Frame at: 56/0/0 Frame 11>.0tlke LL~Jmo -· Vnlucs shol\ll an.: resisting forces of the foundation. Vy B.isc ConnL-c lion Dcsi!!JI is B.•s•-tl on J000.00 (psi) Concn:lc Rc11ctlnns -Unfllctc1rl•d Loud Trnc ul fr11mc Crn5s Sl>i:llrm: I Typi: X-Luc Ciridl • GntC B:1sc Plat e W :\ L (in.} Base Pl:uc Thkkn.:ss l in.) Anchor l{1MI Qty. Diam, (iri.) C'!>lmnn Hase Elc\'. LoatlT\'n..' Load lkscrirition o ~sc. D l\(Jlcnal lkul \\\-igln Frm CG r ullalcrJ I Loml for GrJVtlY c '1SL'S Fm1 SMS"" SpcLitkJ Min. Roof Snow· N1~ional Rit:ht Frm <SMS SJIL'<-ilkd Min. RoofSmm·-Notional Ldl Fnn S> Snow -Notional Righi Fm1 SD Snuw Orill loaJ Fnn <S Snuw • Notion.11 Left Fnu WI ;-Wind LuaJ. Ca~c I. Right Fnn <.WI Wind Lu.id, Cas.: I, Lctl Fnn W2 "'" Wind Luad, C.tse 2, Righi Fnn ·~W2 Wind Load. Case 2. Left F1m cu Collat~-r.il L''"J for \Viml (' ,a,cs Fm1 s Snow Load Fm1 E> Seismic Load. Righi Fnu EG+ Vertical Seismic Etfo:t, A1ldit iw Fnu <-E S.:ismic lo;ul, left Fnn EG-Vertical Seismic Effect, Subtr.ictiw Fnn Wl'AI Win1l l'ar.allcl • RcF A. Case 1 Ure Wl'DI Wind l'arnlld. (tcfD. C'asc I Ure Wl'A2 Wind 1':1r.1llcl ·Ref A. Case 2 Brc wro2 \VmJ 1':1rallcl -RcfD. Case 2 Bn: WPBI \VmJ l'arnllcl -RcfB, Case I Bn: wrri Win S d~mic Uracc Rc.1.clion. ({ight Ure ..:.EB Scbmk Brn~c lk.iction . Len Bn: SMS S1•c"li~.J Min. Roof Snow Fnn JCt.<r Exccrior Colu11111 0/0:() 1-12 llX JJ 0 .375 4 .0 .750 100'-2" lh Vv Cl.Cl') l 2 02 0 12 ~ 7'J 0.7K 17 .65 f ~.7K 17 .65 0.54 12 .35 0.2 .' 5.15 () 54 J2 JS .(),7(, -5 .6'> ().93 -UJ -150 -~ 24 o.w -J.28 -. 0.5.J 12.35 -0.04 . 1Ul2 11.37 1Ul4 . -002 -OJ7 1.27 -1.:i:! 1.14 .7.(,7 O:'i4 ·2.fl7 ()..JI) .s .21 1.3 1 +3.7(• 1.2 1 .5.K7 0.57 ·I .JI 0.48 -J.42 . . . . 0 .711 17.M ;\lu\111111111 Comhlnctl Rc11cllons Su11un:iry ""'• Faclored Lo:ids • Frnml111t Fil i: Ri fl e I l;in gar Var co Pruden Bui ldings is a <.fr.ision ofB lueScopc Bui ldings North Anll.:i·ica . Inc . ® . - r . . . . . -. -. . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . -. Ve rsion: 2015 la Date: 8/14/2015 Time: 02:47 PM Page: 65 of84 I . - . . . . -. . --. . . . . . . . . I '17. --Design Loatls a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time:02:47 PM Pngc: 66 of84 Note: All reactions arc based on I ~t onlcr structural analysis. A . L t!F b.: rtlfJ' fr. tla . • nnmnrmlc oa actors must • a11 lltC or c:su.m o mm · lmn.s. X·Loc Grid Hrz lcli Lo;1d lirz Right Load Hrzln Load HrzOut Load Uphfl Load VrtDnwn Luad Mom(\\' Luad Momci:w Loa ti Hix) Cnsc llhJ Cnsc (·llz) Cnsc (llz) Case (-VyJ Cnsc (\ly) Case (-Mzz) Case !Mzz) Case (kl (kl (k) (k) (k) lkl !in·kl !in·kl 0 .010 1-l 2 IA5 ll 1.60 .15 - - -. 646 25 22A6 1 . -. . :\111xl111um Frumc Rcuctlons ·Factored Lcuad C11ns llt Frume Cross Secllnn: I N JI b :d I I I oh: A reactions ore asc on I st an '-T structura analysts. X-Loc CUl/0 Grid l · Clrid2 1-12 Ld Description llx Vv Cs (a1111hcatiu11 factor not sha\\11) (k) (k) I D ~ca +SMS> 0,99 22A6 . -. - 11 D+C:U '° W2> -1.45 -2,02 . -. - 25 D+CU +WPDJ l.l'J -0.4(1 - -. 35 D +CG ... s + wrn I 1.60 11.25 - -. ASD Load Comhlm1tlons • Frandnl! No. Origin Factor Annlication Dcscritilion I System l .CIOU l.O D + l.O CG + l.U SMS :> D+ CG+Sl\tS." II System l 000 ~ 6 D + 0 6 CU + 1.0 W2 > D+ ClJ +W2> 25 S~·stcm Derived 1.000 ~I 6 0 + 0.6 t'U + 1.0 Wl'Dl D+CU+Wl'Ol ~5 Svstcm Dcri\'~'<I l.00() 1.0 D + 1.0 CG+ 0.75 S .,.0 ,75 WPBI D +CG + S + WPB I File: Ritle llnngnr Version: 2015.la Vnrco Pruden Buildings is a <livision ofBlueScope Buildings North Amerka, Inc. V;7 gm Desig11 Loatls a11d Reactio11.<t 15-007403-01 Wall: 2, Frame at: 85/0/0 Frame ID .Ollicc Lc;mlo Ft amc Typc ;Lc-Jn • Tn ·' Vy \'1 l ·J~S sl l\J\\11 arc n:s is1ing fllrccs 11 f1lw foundation. Jlaw C01tn<-c li1m Dcsign is 8;1s~-d •m 3-0UO 00 IP•l ) Con<-n:tc R ll ~ J L d T F C S I 11 cu~tluns • 11 11clorc 1111 \llC at run1c ros~ • l'i:I on: Typ.: X-Loc Gridl ·Gml! Base Plate W ~ L ti n.) Base Plate Thickn._.,,~ t in.> Anchur R<•<lOt ~ Dwm . (i n.I Column Base Ek\. Loa1l T,.,,,. Load Dc~-ri11 1mn De,c, D Matcnal Ocatl W ~1gl11 Fnu CG \0U:11~-r.il lo,11l li1r Gr.iv ity Cast:s Fnn SMS'> Spl'>."ili<:d Min. JtoofSmnv ·Notional Right f rm ·-S\1S Spl'Cifkd Min. Roof Snow · Not ional Left Fnn S> Snow • Notion;ll Rilf.111 Fm1 SD Snow Drill Loa1I Fm1 .,s ~now • Not ional Left Fm1 WI"' Wind Load . Case I. lt ighl F1m ... w. Wind Lo.id, Case I, lei\ Fnn I \V2 "'> Wind Load, C;isc 2, Righi Fnn W::? Win.I load, Case::?, Left Fnn ClJ Collatcr.il Load for Wind CaSl.'S Fnn s Snow Lu.id Fm1 E> Seismic Load. Righi Fnu EG+ Vert ical Sci5mic Elfoct. ,\ddit i\'c Fnn -.E Seismic lo:1d, Left Fnn EG-Vcrt ic:tl Sc l~mic Effccl, Subtr.i,tivc Fnn Wl'AI Wiml Parallel • Ref A. C a;c I I Ure WPDI Wiml Parallel • ll.;f [), <.. a;c I lire Wl'A2 \\'ind 1';1mlld ·Rel A. Case 2 Dre Wl'D2 Wind Pamllcl . RcfD. Case 2 ll.,; \\PBI Wmd l'aralld . RcfB, Case I lire Wl'Cl Wi ml l'arJlkl • RcfC. C"a~c I Brc WPB:! Win.I Pamlld • Rcf B. C1:;c ::? Brc \Vl'(.'2 Wind l'~mllcl • Ref l', l'lioc 2 Un.: EB., Seismic Bml'C R1:11ct ion. Right Ure EB Seismic Br.ice Jku.:1ion. Lelt Brc SM'> S""'itk'tl Min . R1 ~,fS 11ow Fnn [xtcrint l\>lmun Ol<H) ll-1 2 xx IJ 11 .3 7 ~ ol -il ,7SO IOU'-2" llx V v 11.0'J 2 ox 0 , ~J 1 119 0 8 ~ 18.61 0 .11 ~ l l!,6 1 O.'i7 13.0 J Cl..2 -1 5.43 ()j 7 I 13 .03 -O Xl .fi,00 0 .9'1 .J .9~ ., 51! .. J .41 O.::?l .JJ5 . . 0.57 13 .03 -0.05 + 0 .02 U.39 0 .05 -0 O::? -0 .,'9 \,,,\.\ -~.I S l .~I ·7.70 0 ~; .2 57 0~4 .s .11 l ,l7 -1.23 l.2'l .<_9, 0 5'l ·I 6ol 05 2 -3.35 . . .. .. Oit2 IR ftl :\b \111111111 Combfoctl Rc11cth111s S11111111ary "llh Fuctor~d Load'· Fn11uh1i: File Ri llc ll ang ar Var co Prud en Bui ldin gs is a tli vi~ion of Blu cS copc Butllli ngs North Americ a. Inc. ® -. . . . . . .. -. . . . . . . . . . . . . . . . . - . .. .. . . . . .. . . . . -. . . . . .. . . Vers ion: 20 15.l a Date: 8/ 14/2015 Time: 02:47 PM Pngc: 67 of84 -. . . . . -. -.. . . . . . . .. . .. . .. -. . . . . I I I I ' Desig11 loads a11d Reactions 15-007403-01 Date: 8/14/2015 Time: 02:47 PM Pngc: 611 of 84 No1c: All n:attions arc based on I ~I onlcr s11111.1ural analysis. A . L LIF ~ r df J . ffi da' .oon•onatc oa a~lor:imus1 • ao lllc or l.~11.'llll oun · Uons. X·Lnc (ind Hrz lcti Load Hrz Right Load HrzJn Load HrzOut Load Uplifi Load VrtOown Load Mum cw Load Mnmccw Load Hl:d Case (llx) Case Hlz> Case (Hz) Case (·Vy) Ctsc (Vy) Case (·MZZ) Case (Mzz) Case {k) (k) (kl (k) (kl Ck) (in·kl (in-kl OiO/O H-12 1.53 II 167 35 . . . . 6 .JS 25 23.58 I . . . . :\la:dmum Frame Rcacllons -Factored Loud Cases HI Frame Cross Section: II N All I :d I I J I oh:: rcacuons arc i.1sc on st on 1.T structura an:11ys1s. X-Loc OU/0 Grill l . Grid2 H-12 Ld Dcscrintion u.~ Vo; Cs ( a1mlicatmn factor not shmm) (k) (kl I D+CG ..-SMS> l.0-4 23 58 . . . - 11 D+CU • W2> ·1.53 -2 .17 . . . - 25 D+CU+WPDI 1.27 -6.45 . -. . 35 D+CG + S + WPBI 1.67 11..57 . -. - ,\SO Lond Cnmhlnnlfons -Fr11mlnl! No. Oril!in Faclor An11hca1ion D1."SCri111io11 I Sy~tcm I 000 1.0 D + I o CG + 1.0 SMS> D+CG +SMS> II Sys1cm I 000 0 6 D + 0.6 CU + 1.0 w2-.. O+ClJ+W2> 25 System Derived 1.000 l.6 D + 0.6 CU+ 1.0 WPDI D +CU+ WPDI J5 Svs1cm Dcrh·cd I 000 I 0 D + 1.0 CG+ 0.75 S + 0 7"1 WPBI D +CG+ S + \Vl'BI Bracln X-Loc Grid Dcscri tion 0/0/IJ 11-12 Portal Frame is ncx1 to column. S1.'C rt~ I frame s1.'Ction for rc:lctions File: Rillc llangnr Version: 2015.la Varco Pruden Buildings is a division of Bluescope Buildings North America, Inc. v,7 _ ~ Desig11 Loads a11d Reactions 15-007403-01 Wnll: 2, Frame at: 114/0/0 Frame ID O llicc l~"anl11 f tmnc T)1lC:Lc"an ·To @ Vy Hx Value~ slmm1 arc fl.'Sis1ing forces of the foucdation. Dase C1-mc"C:l~1n Oc~~n is B:tsc'tl on '000110 IP••) Cuncn:lc Rcucllcms • ll nru~ton•d Lu11d T\·ne :II Frame: C'rnH Sectlun: Ci Type bh:riur Cuhm m X ·L•~ o:o 0 <lrid I • Gri1!1 c;.12 Uusc Plate \V ~ L lin. l I XX IJ Ifas.: Pla1c Thkknc:.s (in., 0.37:1 An ~hor Rod Qty Dm111. (in.) 4 -0 750 Column Base Ekv. I00'-2" Load Ty11c Load Dc~rintion lksc. l h Vy D Malcrial lkoid Weight Fm1 00'.I :?.Jiii . CG Colla1crnl load for GrJvity Casc'S Frm 0 13 ~1!6 . SMS .,. S11cdtkd Min. Roof Snow· Notional Right r:rm 01!2 lK.61 . <SMS Spcciticd Min . Roof Snow· Notional ld\ Fnn OX2 l tl .61 S> Snow -Notiona l Right Fnn (} 57 HJJ3 . SD Snow Orin Load f nn 0 2.i 5 .43 . <S Snow • Notiona l left Fnn 0:)7 IJJJ3 . WI > Wind load. Case I. Right Fnn -0 .KI -hJIO . ..:.W l Wind Luad, Case 1. Lei\ Fnn 0 .9<> -HJ . w2·, Win<l Luad, Case 2, Right Fnn -I 5M -~-41 . ·~w2 Wind Load. Case 2. Len Frm 0 .21 ·1 .3:'1 ClJ CullutcrJI lc>it<l for Wint.I CaSL'S Frm . . . s Snow Loatl Fm1 0 5 7 l.WJ . E.,. S.:ismic Load. Right Fnn -(>OS . I . EG+ VL-rtical Seismic Effect . Additive Fnn Cl .02 OJH . <-E Scbmic Load, left Frm 0,05 . . EG· Vertie.ii Sci~mic EffeL1. Subtr."liw Frm .002 .0. ~fl . \\.'PAI Wind Parallel -Ref A, Case 1 Brc l.22 ·7.64 . \\'f'DI Wiml l'arall..:1-ll.:f [),Case I Ore 1.32 -:i .21 . WPA2 Wint.I Parnllcl ·Ref A. Case 2 Bn: o..i.i -5 J lb . WPD2 Wind Parallel • l(efD. Case 2 Bre 0.55 .:~.h ? . WPBI Wind l'ar.illcl • RcfU, Cu~c I lire 1.29 .5 .'10 . WPCI Wind ParJllcl • R.:fC. \u~c I !fa; 1.37 ..j 27 . WPB2 Wind l'ar.dld • Ref B. C1sc 1 Rn: 0 .52 .:;:;1 . Wl'C:! Wind Par.illcl -Rcfl'. l'i1!i1: 2 Bn: 0.5'1 ·l.<>M< - EB > Seismic Brace lk:i.:tiun, Right Brc . . - <EB Sd~mic BrJcc RC'Jction , lcll B f'!.; . . . S~IS S111:c ilkd Min . RoofSnnw Fnn 011:! IX6 1 . .\Ja!Jt1111111 Co111hl11ed Rc:acthms S1111wm1ry \\Ith f~clott'il Loa.ls· Fr:tmllll! Fik. Rifle l langar Varco Pruden Buildings is a di\ision of BlucS copc Buih lm!:!S No rth t\1rn .. 'f"ic:n. Inc. -· --I --. -. . . . . . . . . . . . . . . . Version: 201 5.1 a Date: 8/14/2015 Time: 02:47 PM l>ag~: 69 of 84 I -. -. -. . . . . . . . . . . . . . . . - I . . I I De~·ign Loads and Reactio11s 15-007403-01 Date: 8/14/2015 Time: 02:47 PM PaJ?c: 70 of 84 Note: Al I reactions arc base ti on I st onlcr structural analy~is. I\ . LdF b.: l"dfJ" rn Ja" .~ppn>pmUc oa aclur.imnsl ''101 JIC or ~-sumo oun ·wins. X·Loc Grid Hrz l.:1\ Load Hrz Right Load Hrzln Load HrzOut L1~1tl Uphll Load VrtDmm Load Mumc\\' Luad Momccw Load Hhl Case (~Ill) Case (-llz) Case (Uz) Case (-Vy) Case (Vy) Case (·MZZ) Case (Mzz) Case (k) (k) Ckl (k) (k) (k) (in·kl (in-kl ltO/O G-12 1.53 11 1.67 38 . . . . 6.39 22 23.55 I . . -. :\hulmum Frumc Rc11ctl11ns • F11d11r~d Lu11d C11su 111 Fram~ Cross Scc1lu11: G Nole: All reactions arc based on I st onl~T ~lrucmral analvsis. X-Lu.: ()()/0 GriJI -Gritl.2 G-12 Ld Ot:scription Ux Vy Cs (a1mhca1ion foclur not shu\\11) (k) (k) 1 D+CG + SMS :-l.04 23 55 -. - - ll D+CU+ W2 > -l .53 -2 .16 -. - - 22 D+CU+WPAI l.27 -6 .39 . . . . 38 D+CG ... S + WPCI 1.67 11 51 . . - ASD Load Co111bln111lons -Frnmlnl! No. Origin Factor Aool1cation 0c5':tilllion 1 SyMcm 1.000 1.0 D + 1.0 CG + 1.0 SMS> D+CG+ SMS> II System l 000 06 D+06CU ... J.OW2 ,. D+CU+W2> 22 System Dcri\·cd 1.000 1.6 0 ... 0 6 CU+ 1.0 \VPAI D+CU+Wl'AI J8 Svs1cm Dcri\·c1I 1.000 I.II 0 + 1.0 CG +II 75 S.,. 0.75 WPCI D +CG + S + Wl'C l Bradn• X·Loc Gnd Dcscri lion 010!0 G-12 Portal Frame is next 10 column. s~-c or1al frame scxlion for rcaclions File: Rille Hangar Version: 2015.la Varco Pruden Buildings is a division of Bluescope Buildin~s North America. Inc. Desig11 loads a11d R eactio11s 15-00 7403-01 Wnll: 2, Frame :it: 143/0/0 17r.i mc ID .Office l••mlu .· Values shown arc n.-sistini.: li1rccs of the li.1urnJa1ion . Vy Base Conn•'Clion Design io B.as.-d un JOOO 00 (poi) Concn:h: Rcuctlnns • l1t1r11d11ntl Loud T\°fM.' 11t fr111Rc C:ru~s s~.:tlnn: F Type X-loc Gntll -GmC Bas.: Platc W x L (in.I Uas.: Pl31c Thickn""-~ (in.> .'\11'hnr R1KI Q1y Diam . (in.) Column B.1sc Ek\, LoatlTn•c luad Dcs.:riminn Dcsc. D Matcnal D.:;111 Wdght Fnn CG C'olla1~·rnl loild for GrJvi1 y Ca~-s Fnn SMS'• Sp•:'-ili•-.l Min. Roof Snow · Nu1ional Rii;lll frn1 <SMS S~'C11icd Min . Roof Snow · Nuli onal ldl Fnn S> Snow • Nouunal Right Fm1 so Snow Drill loaJ Fmt ,s ')now • No1ional l ctl F1111 W I> Win.t luaJ. (use I. Right f nn •WI Wmd ln.id, Cas.: 1, Lcll Fnn W:?• Wind LwJ, C1sc 2, Righi Fnn W:? ' Win1l loacl. Case .?, Left Frm cu CoJIJtcrJI Loitd for Wind Ca>1.'S Fm1 s Snowloatl Fm1 (!• Seismic Load. Right Fnn CG+ Vertical Seismic Clfo:t. ,\Jditi\'I! Fm1 <.E Seismic L(~ul, lcti Fnn E(j. VC1111.~1I Sci~mic Efli:ct, S11htrJ1:tiw Fnn WPAI Wind Parallel -Ref,\, Case I Ure \\'l'DI Wind Parallel · Ref[), (as.: I Ure WPA2 Wi11tl 1'.1rallcl • ltcf ,\.Case.? Brc wro2 Wmd ParJ!lcl ·Ref[), Casi: 2 Dre wru t Wind ParJ llcl -Ref U, Case 1 Ure WPCJ Wiml Par:illd • RcfC. Ca~c I Bre WPB:? Wind ParJllcl • RcfB. ( 11sc 2 Br.: \V l'<:2 Wiml l'ar:illcl ·Ref(.'. Case 2 Ure rn ·· Seismic Ura ... -c R<.-:it:tmn. Righ t Ure <EB Seismic BrJec lkJct11111 . Lcfl Dre SMS S111.'\:ilicd Min. Roof Snow Fnn yx.n: l:\lcrior Column om o F-12 II X 1.l 0 .'75 4 . 0 .75 0 100·-:r llx Vy ()l)'J 2.011 0 .13 1 94 O.X:? l ll .(1 l IUQ l ll .61 0.57 IJ.03 0.:?4 HJ 0 .5 7 l.1J13 -1).KJ 41 .tKI 0 .9'> ·3.93 ·I 58 ·HI O.:?I -1.35 . . 0 .5 7 J.l .03 -11 .05 . 0 .02 0.39 0 .05 . ..0 .0.? ..OJ9 l.:!O -8.0'J l.34 -4.77 0 .42 -5 .50 0 .5 7 ·2 .111 1.211 .fi. I') 1.3 11 .J .97 0.51 .J 61 II.hi -1.38 --. . 0.112 111 .<>1 ,\h nh111u11 Combhml lteacllons S11111111:1ry 1\1111 F:1clur~d Load'· fra111h1i: I tk Rill\! 1l,111 g.1 r V .1rco Pr ude n Bui ld ing s is a Ji\ ision of Bl u cS~opc B111 IJi11t!S North Amcri c<t . Inc . ® . . . . . . . . . . . . . . . . . . . . . . . . . . --. . ~ . . . . . . . . -. Vcr!>ton . 2015 . la Date: 8/ 14/:!01 5 Time:02:47 PM Page: 7 1 of 84 I I ! I . . . . . . . . . . . . . . . . . . . . . . I V7. UBI Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time:02:47 PM Page: 72 of84 No1c: All n:aclions arc based on Isl onlcr s1111c1Ural analysis. . L dF b 1' df ti . ffi da. A1111m1malc 00 aclors mus1 cap lllC or <'SIL'll o mm ·1mn;. X·Loc Grid l~JZ Id\ Lm1d ~lrz Righ1 Load Hnln Load HrzOut Lu ad Uplill Lu:W VrtDu11rn Load Mumc11· Load Momcc11· Load Hix) Case (lh) Case (·Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-MzzJ Case (Mzz) Case (kl (kl (k) (kl (k) lkl (in·kl (in·kl () 0/0 F-12 1.53 II 1.69 38 - - - -6.84 22 23.63 I . . . . :\litxlmum Fr11mc Rcucllons • FActorcd Loud Cuscs 111 frsune Cross Scellon: F Note· All rcac1io11s arc hasctl on I s1 m·dcr slrucmral analvs1s X-Loc o:O/O Grid l -Oml2 F-12 Ld DcscripUon Hx \\· Cs (a11rilicalio11factor1101 shuu11) (k) (k) I D+CG +SMS> 1.04 2363 . . . . II D+CU +W2> ·I 53 -2 16 . . . . 22 D"-CU+Wl'AI 1.25 .(j 84 . -. - 3!! D+CG-S+ WPCI I.fl') I \.82 . . . - ,\SD Load ComhlnaUons • F ram In!! No . Ori11in Faclor Apphcalion Dcsc1irition I System 1,000 1.0 0 + 1.0 CG + 1.0 SMS> D+CG +SMS> 11 S;·s1cm 1 000 0 6 D + 0.6 CU + I 0 W2> D +CU+ W2> 22 S>·s1cm Dcril·cd 1.000 0.6D+0.6CU+ l OWl'Al D+CU-'-Wl'AI .18 S~·s1cm Dcri1cd 1.000 l.O D + 1.0 CG +0.75 S + 0.75 Wl'Cl [) + CG + S + Wl'C I File: Rille llangar Version: 2015.la Varco Pruden Buildings is a division ofBlueScope Buildings North America, Inc. Desig11 loads a11d Reacti011s 15-007./03-01 Wall : 2, frame at: 172/0/0 Fr.mtc ID .Ollicc L~'llnlo Fr.nnc Typc:L.::an ·To Vy Ha 3CX.O" V:i h11 .. "S shown arc rcsi sl ing fon.~s 11J'thc foumJ .uion . Bil sc Connection D<..-;;ign is B.ascd on 'OOO 00 tp>i) l 'onm :lc Rc11cllons • U IT F r. 11[adorctl L1111 ~ \IJC Ill nime Crnu Scctl nn: Type L'tcri nr Column X-Loc 0 .'0 u (irid 1 • Gri.t:? E-l :? Base I' I arc \V ~ L (i n. I M X 13 Base rlatc Th ickn...,,s (in. I () .'7) Anchor Rud Q1y Di:un. (in.) -I· 0 7 50 Column Base Elc\-. 1110'-:?" Load T\·nc l(~ld IJc ~ri!l luin IJ<..-sc . l b Vy D Matcn:i l lk.1d \\ cigh1 Fn11 0 .0 9 2.113 - CG Col l~lcrnl Lnad for Gr.ivity Cas.:s Frm 0.12 2 114 . SMS '-Sini tkJ II.tin. Roof Snow · Nu 1ion:1 l Right Frm 11.7•) 17.•J7 <SMS Sp..-.;cfi ... '11 Min. Roof Snow · Notiun;i l Left Fn n 11 .1') 17.•J7 S> Snow -Nc>ti cma l Riehl Frm 055 12.511 . so S1Klw Drill Load· Fm1 0 2-' 5.24 .. s 'inuw • Notin113l Le ft Fn11 0.55 12.511 Wt > Wmd Load. l ':1!<e I. Right Fnn .o.x; .(>,()') . •WI Wind Load. Case I, l c ll Frm 0 .99 .J.93 . W2> \\'ind Load, Case 2. Right Fnn -1.6 0 -J .59 -W2 \Vinci l oad . Ca:;c 2, Lc ll Frm 0 .:?4 -1.43 . co Co llatcr~l loaJ for Wind Ca,,...-s Fnn . -s Snow lm1J Fnn 055 12.511 . E:. S.:ismio: Luacl, Right Fnu .fl .04 . . EU+ V<..-rtical Sci$mic Etfo:t. AJJiti\'c Fnn O.ll2 fl.3K . <.E Seismic Lo;11I, Left Fnn 0 .04 -. EG-V.:;n ic.~11 Sci ~mi.: E!li:ct. SubtrJctiw Fnn ..002 -0..lll . wrAt \Vim\ Par.illcl • Ref,\, Case I Brc I. I 6 -7 .81 \\ l'DI Wind l'arJllcl • RcfD, Casi: I Brc I .JO -4 .60 WP,\2 Wind Parallel -Re f /\, Case 1 On. 0 .4 1 -5.31 WPD2 WinJ Parallel · l(cfD. C~s.: 2 Ore 0.55 -2 .10 . Wl'BI Wind P.ir.illcl .. RcfB , ('asc I Ure 1.24 -5 .1JK . wrn \Vinci Parallel · RcfC. C1sc I Brc: 1.33 .J R ~ -WPB2 Wind Parnlld • RcfB. C'asc 2 Brc: 0.4'> -J.48 -Wl'<:2 \\'in1I l':irnllcl • Rcf l'. t'.Lo;c 2 Ure 0 511 .1.34 EB .. Scbm ic Br.ice R.:a...ii rn L Riehl Ure . -. <.EB Seismic: Brace R<..':1<..li on. L~R On. . . . SMS Soc.:1lkd Min. Roo f Snow rnu 0.79 17.9 7 . :\luhmun C cuttblmid Rc•~l o11t SM111111ry wllh faclorcd lo:ids • t'r:iu llnit l d i:. Ri llc 11 .rn ~a r Varco Pruden Buil d ings is a d iv isi on of BlucSc opc Bm!tlm gs No rlh A1m .. ·ri c~1. hu.:. . . . . . . . . . . . -. . . - --. . . VcrMon. 2015 I.a Da t e: 8/ M/20 15 Time: 02 :47 PM P:aJ!c : 7 ~ of 84 ' I I I . . . . . . . . . . . . . . . . ! Desig11 loads a11d Reactions 15-007403-01 Date: 8/ 14/2015 Time: 02:47 PM Page: 74 of84 Nore: Al I n:aclion s an: based on I st orde r strucru ral an alysis . . L dF b.: r . d . ffl J:i " .'\111mmrmt.: oa actnr.i11111s1 • :111' red for t.>s lt..'TI n nun · tm ns. X-Luc Gnd Hrz:Jdt Lnad Hrz Right Loa d Hrz In Load HrzOut Load Uplift Load Vn Down Load Mom cw Luad l\·lomccw Load 4-lhl Case {Ii~) Case {-lb) Case (lb:) Ca se (-Vy ) Case (Vy) Case (·MZZ) Case (Mzz) Case (kl (k l tin (k ) lk) (kl fin-lo lin·kl 0 llfO E-12 I 54 I I 1.63 .l K ----6.59 22 22.1!4 I -. . - ;\fiulmum Frumc Rcucllons • F11d1Jrcd Loud Cuscs 111 Frame Cross Scct/ora: E N All ba d l cl I 1· Ole: reactions arc SC on sl o r er struc tu ra :1 na1v s1s. X-Luc o:o:o Gnd 1 • Grid2 E-12 Ld Dcscri ot ion lh Vv Cs ( a1111hcn1mn foctor no t shmm ) (k ) (k) I D +CG ..-SMS> I.D O 22114 . -- - JI D +CU +W2 > -l 54 .237 . --- 22 D +CU+WPA l 1.21 -6.5 9 . --- 311 D +CG + S + WPCJ 1.63 I l.·B ---- .\SD Loud Comhlnnllons -Frnmlnu No. Oriein f3c1or AP11hcalion Ocscri11tio11 I System J.00() 1.0 D + I .O CG + 1.0 SMS> D+CG +SMS> 11 System l.000 0.60+06CU+1.0 W2 > D +CU+ W2> 22 S)'stcm Dcmetl J.000 1.6 D + 0.6 CU+ 1.0 WPAI D+ CU +Wl'Al 311 Svstcm Dcrh·~-J \.000 1.0 0 + 1.0 CG+ CJ.75 S + 0 75 WPC I D+CG + S+Wl'Cl File: Rillc I lnngnr Vi:rsion: 2015.la V;irco Pruden Buildings is a division of BlueScope B111ldings North Ami:rii:a. Inc, V7 l7'1BI Desig11 Loads U11d Reactio11s 15-007403-01 Wall : 2, f r ame at: 199/0/0 Fr:i mc ID.Otlicc LL-:1010 FrJmc Trpc:LL-:in-Tu Hx 30'·" \l:ilu.:s shomt arc n:si s1inl! ti.in:L'S ufllte found:11 ion. Base ConnL'Chun Oc s11,m [, ll:1sl.'d on .'000 00 (psi) Concn:h: R~uclluns -Unf11~1orl'd Loud T\'lw 111 Fr11n11: Cross 1Wcllon : C Type Lxh.~iur Culumn X-loc cto o (iridl • Grilll C-12 ll:isc Pla1e W :'1 l (m.I ~ x 13 Base l'l.uc ThicknL':i~ (in.) 0 375 A11chor Rod Q1y Oiam . (in.) "-0 750 ( ohnnn Base Elev. HI0 '·2" LuadTv1..: Load Dc>e1iot1rn1 O.:sc. l lx \Iv D l\1JCcnal Oc:ul Wcigh l Fnn 0 .05 I. I I - CG Collah:rJI L11.ul IOr Gr.a,·i1y C:a sL'S Fnn 0 ,0(1 I .t.J - SMS '-Sp1:c itk.'tl ll.l i1L Roof Snow -Nu1ional R1i;J11 Frm O.J •J '>.I I - ·'SMS ~p..-.:1tk.'tl Min . Roof Snow -Not ional ldl Fnn 0.3'l 'l.11 - S"> Snmv ·Notional R ighl Fnn 0.27 <i.311 . so Snow Drill LoaJ Fmt 0.)) 2.49 - . s <;m1w • Notional l eft Fnu 0.27 (1.3lC . W I:> Wind Lo.id. Ca~ I. Rii;l11 Fnn -0 .C.S -3.•JI . ·WI Wind Lu .. J, Cas.: I, let\ Frm 0.63 -2J6 -w2 ·-\Vind load, Case:?, Righi Fnn -1.o!i -2.64 - ·-W2 Wiml Load. Case :!, Left Fnn 0.23 -1.09 ClJ Coll;itcrJI Load for Wind Cas~'S Fm1 . -I . I s Snowlm1d Fm1 0.27 (>JI! I - E'-Sdsmic Load. Right Fnn .(1,()2 -- EG+ Vertical Sc l,mic Elfccl . AJditivc Fnn -11 .l'J . <E Seismic Lcx11I, Left Fnn 0.()2 . - EG -Vcrtic;il Seismic Effccl. Suh1ractiw Fnn -.0.19 - Wl'AI Wind l'ara\ld • Ref A. (.'3sc I Ore 0 .ti2 -3.98 Wl'DI Winil Par:illd -RcfD, Case I Bre O.M -1.35 Wl'Al Wind Par.1llcl • Ref A. Case 2 Bre 0.22 -2.7 1 - Wl'D2 Wind Par:illcl -Ref D. Caso: 2 Ore 0.29 -I.Cit! . WPBI Wind Par:illd • RcflJ, Case I Ore O.<><• -3.0-4 . WPC I Wind Parnllcl-Rcf C'. C:1~ I Brc 0.7 1 -1.95 . wrn2 \Viml ParJJlcl -RcfB. C1 i.c 2 Rrc 0 .26 -1.77 . \Vl'(.'2 Wind l'aralkl -Re f (.'. (.';1sc 2 Ure 11.3 1 -0 .(11! EB> Sei smic BraL-c Re<tL1m11 . R1cl11 Urc -- <-EB &.'i:i mic HrJl:e R...-.i<.lion. L~ll Brc --- SMS s-·ilh.-<l Min . Roof Snow Fnn o .. w 9.11 . \l iutn111m Combll1ed R~ucllons S11m1u11ry \\llh F11c1ond Lo:ids • Fr:imtni: r1I... f~1 lk llil nga r V.1rco Pru den Buil di ngs is a 1.li\b ion of Blu cScopc Buildings N o rl h America . In c. I I I ------ ----- ----- ----- V cr:i1on: 2015 la Date: 8/14/2015 Time: 02:47 PM Pa~c : 75 of84 -. --. - --. -. . -. -. ---. . -. -. -. . Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/H/:!015 Time:02:47 PM Page: 76 of84 Nole: All reactions an: basc•I on I st onlcr s1111c1ural analysis. A . L d F be I d f d fr, J.i . umronnatc oa acturs must ·un 0 IC or ~~li..'11 o oun uons. X-Loc Grid Hrzt.:ti Load Hrz Right load Hrzln Load HrzOut Lu;id Uphll Load VrtDown Load Mum cw Load Momccw Load (-llxl Case (~h) Case (-Hz) Case (llz) Case (-Vy) Case (Vy) Case (·MZZ) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-kl (in·k) 0 0/0 C-12 1.02 11 <U!S 3!1 - -. . 3.32 22 !1.(15 I -. . . :\1nd111u111 Fr11mc Rcucllons -F11ctorcd Load Cuscs 111 Frame Cross Scctlo11: C N II l d I I I 1 utc .A rcacuous arc ~,sc on I st ore er structura ana1vs1s. X·Luc 0 .U.'O Grid I -Grid2 C-12 Lil Dcscriotion Hx Vv Cs (a1mlicaiiun factor 1101 sho\\11) (k) Ck) I D+CG +SMS> 11 .50 11.65 . . . . II D+CU+ W2> -1 02 .] .9ll . . . . 12 D+CU+Wl'AI Cl 65 .J.J2 . . . . 38 D+CG+ S+ WPCI II 115 5.8(1 . . . . ASO Load Comblm1tloms • Frumlnl! No. Ori11.in Factor Aooh,ation Dcscri11tio11 I Syi;tcm 1.000 LO D + 1.0 CG + 1.0 SMS > D+CG+SMS:- II Sy>tcm I 000 ~ti D+O 6CU 1.0 W.2 ,. D+CU+W2> 22 System Dcm·c•I 1.000 16D+0.6CU +1.0 \VPAI D•CU-rWl'AI J8 S\·stcm Dcri\cd 1.000 I 0 D + l.O CG + o 75 S .,.. 0 75 Wl'CI D..-CG + S+Wl'CI File: Rillc llangar Version: 2015. la Varco Pruden Buildings is a di\'ision ofBlucScope Buildings Norlh America, Inc. v;7 _ 17'1111 Desig11 Loads a11d Reactio11s 15-007403-01 Da te: 8/ 14/20 15 Time: 02:4 7 PM P:ij!c : 77 o f84 S hape: S loragc Louds 1md CodL'S -Shupe: Ston1ge CIM Rilk Co1mn~ Gurfidd ColorJdo 05AI SC-ASD 07AISl·ASD Sl:llet Built lJp~ Cold Funn : Cn1111lrv: Uni lcd States Rainfa ll: 4 no ind1<.-s pcrl10ur .J000.00 psi Concrete Bu ilJ ing Codc · 2009 ln1 cm:llional Building Co~ Iluiltling Risk Occupa111.')' l'11t..:gory : II (Standard Occupan&,;y Struct\1n:) Deisd 1md C11ll111er11I Load! Col la h:rJI GrJ\·11y .6 .00 rsf Colfa1eral Uplift: 0.00 psf Wind Load Wind S~'\.-J: 90.00 mph The 'Low Rise' ~kth 11d i ~ Used Wind E.\posun: ffactur): (..' (H.849) rarl~ Wind E'posurc FaL1o r: 0.849 Wi1ul [ndo~urc: Endos1.-J Wind lmjl<lrtancc ra~lnr: I .Oll O Top ogrJ phic Factor: I 0000 NOT Windbomc De bris R1.1;1t'll Base Elc\ a ti on: 0 '(), IJ l'rimary Znnc S1rip W i .Jt h~ 14!.L l 3 P.J ns Ponions Zone S1np Wid ~1 . 712 <• Basic Wind Pr1.-ssurc 14 % 11sf Overall Shu Roof[ From(irid A M- rik Rille Jl .111gar Tu Grid M-11 Roo f Co\ cring + S1.-cond . Dcad Lo;iJ : Varies Fr.i mc Weight {a ~um._'() for scismicl.4 50 p~f-USR S1101v Lmad Gmund Snow Load: 40.00 ps f Fla1 Roof Snow: 28.UO psf Design Snow (Slo~'<I): 28.110 psf Rain Sun:h;irge: 0.00 S111.·dficd Minimum RoofSnnw; 40 .0ll psf(USR) Exposurc Ca1cgory ff;1c1or): 2 Pa rti ally Exposed 11.0tl> Snow lmponanw: l.000 Thcnn.11 Catc1,mry {Fa1.1or)· H1.'lltcd (I .OO • Grounil I RoofConw~ion 0 .70 0 u Snow U!«.-d in Seismic: 0 .00 Seismic 'im•w lm1d : U.00 psf OhstmctL-d or Not Slip(IL·ry Len •th Eavc Ill. fawc Ht . 2 ~()/Oil) 16/JiO [4 0 0 Varco Pruden Buildings is J divb ion of BlucScopc Buildings Norlh Am1:rica. Inc. Rnor Liv~ Loud Roof Li\ c lc)l]d· :!O 00 psf Not RL~c S~lsmlc Lnod MapJll:d S(IL'\.tr.il R1.'l;fXmSC -Ss:34.30 ~;,g Mapped Spectral Response -S 1 :i J 0 •:·.g Seismic Des ign Category: C Sci~mic lmportancc· I 000 fram ing Funcf:imcnml 1'1.-riod: 0.:!44•) Bra<.ing Fumfam1.'!ual l'<.-ri od: 0.1521! Fr-Jming R-Fa ~·tor: 3 0000 BrJdng R-f;lct or. J .0000 Soil Prolilc Type· Stiff soil ID.4) Dbphragm l"ondiuon: Flexible Frame Redundancy Fa1.tor · I 0000 Bmcc Rl'<lundan.:v Fac1ur: 1.0000 Frame Seismic Fa~tor (Cs): 0. 11 (;J x W Brace Seismic fac1or (Cs): 0. 1 l h) )( W DL-s ii,'ll Sp1.'Ctrn l Rcsjl<msc ·Sill; 0.1168 Des ign Sp1...:trnl RL-sponsc • Sds: 0 .3411') l'ikh Pitch:! -1.0 00:1:! Version: 20 15 . la Desig11 Loads a11d Reactio11s 15-007403-01 @ 2s.rr Date: 8/14/2015 Time:02:47 PM Pag~: 7H of 84 <•> The hu1 lding is dcs1g11cJ wirh hr.King diagonals in the designated hays. Column base reactions, base pl ores and anchor ruds arc alfcclcd by 1h1s bracing and Jiagon;ils may not be rclocarcd wirhou! cmt,ulrmg rhc building supplier" s cngm~-..:r. File: Rillc l langar Version: 2015.Ja Varco Pruden Buildings is a division of Bluescope Buihlings North America. Inc. "'7 . --Desig11 Loads a11d Reactions 15-007403-01 \\all: 4. Frame nt: 1/U/O Frame ID .Cory e1f Rigi1I Fm1 nc Values ~ho\v11 arc rL-sist ing fol"l:cs urthc foumfati on. Vy H~ U:tse (oom't.1 inn Dcsi ~n is B.L~'tl un 3000.00 (p~i) CollL'fCtc I I ~ L IT F k 14'1 ons -l nruc111rcll Olli \"IW UI rum!! CroS! Section: 5 Type X.loc ( iri dl • Gnd:.? Uasc Plate \V x l (in.I Da se Plate Th icknL'SS (in.) At11:hor l~ud Qty D ~un. Hn.) Colu mn li:t>e Ek\. load r ~nc Lu ~,I DeSL'tintion Desc. D MJtcnal Demi Wei ght Fnn CG Coll :iterJI l o,1J fl>r Gr.lv ity C~sL'S Frm SMS > S("IL-.:i tkd Min. RoufSnow -Notional Right Frm .,S!\.1S ~pL..:ilkt.l Mi n. Roof Snow· Nnl ion:il Let\ Fnn S > Snuw ·Notiona l Righ i Fnn SD Snow Drill Loa d Frm SS Slid ing Snow lootl F1m <S Snuw ·Notional Lcfi Fnn \Vl > \\'ind Load, Case I, Righi Frm .-w1 Wind Lc>ittl, Ca so: I, lctl Frm W2 > Wind load, Casi!:.?, Right Frm <W2 Wi nd Load. Case 2. Lcfi Fim c u C"ollatcr.il Lt>i1d fur Wiml Ca sL'!> Fm1 s Snuw Lo ad Fnn E'• Seism ic Lo:id. Right Fnn ECi + Vert ical Seismic Effect. Adt.liti\c Fnn <E Seism ic Loud, left Fnn EU-Vert ical Seismic Effect. Su btr.icth·c Fnn Wl'AI Wind Parallel • Re f A. Cas.: I Ure Wl'Dl W ~1J 1';1r.1llcl • RcfD, Case 1 Brc WPA2 WmJ Para llel -Ref' A. Case 2 Brc WJ'D2 W ind Parallel· RcfD. Case 2 Bn: WPB I Winil Parallel· Rc fB. f a ~ I Brc WI'(') Win.I Pamlkl • RefC'. C~1s.: I Brc Wl'U 2 \\'ind Pamllcl • RefB. C1sc 2 Brc Wl'l'2 \\'i 111l l'amllcl • Rcfl'. l';1s c 2 Brc EB > Sd !>m ic Br.ice Rcactmn , R i~ht Brc <EB Sd!>mic I.Ir.tee Rca(!ioo. leli Dre SMS Sncdlic,,! Min . Roof Snow Fnn fik· Ri ll c llangar Frame Typc:Rigid Frame .• Vy 2s.o= fatc1ior Column E\tcrior Colu11111 OiO O 2510/0 5-A 5 -B xx 13 !! x 13 0..1 75 0.375 4 -11.750 4 . 0 750 IOll'-2" 10 0'-2" llx llz Vv lh Vv 0 .13 0 .72 .o .13 0 .7J 0 .17 -0.76 -0 .17 0.<12 1.15 -5.o.i -l.l:'i 4 .15 1.15 -s.o.i -l.15 4 .1.'i o.xo . 3 .5 .~ .Cl.KO 2.9 1 JJI . 3 .07 -1.3 1 6AO JJ') . J .21 -1.39 6.0J O.Kll . J .53 .cum 2.'11 0 .% . ..Cl .59 1J4 -1.114 ·I.I 5 . -2 .56 003 -l.70 0.37 . ..Cl.34 058 .Cl.MS .1.73 . -:?JI .n .73 .0.71 . . --. 0 .80 . J .53 .ft.80 2.91 0.:.?4 . 0 .24 11.20 ..(l.21 0 .03 . 0.12 -0.0J 0.)0 -0 .:.?4 . -0.24 -0.20 0.2 1 .().()3 . .0.12 O.o3 -ll.10 U.'llJ -2.1<> .J .0 7 1.44 ·2.1 J 1.01 . 2 07 1.3 2 ·IM 0.40 -2.15 -2 .87 O.M< -1.1 2 0.43 . 2.37 0.5Ci ..Cf.65 0 .'14 -2.53 -J .93 l.55 ·2 . .12 0 .'19 -I.HK I H -1.73 H.35 -2 53 -3.74 0.7') -1.33 HAO . 2,)C) 0.6 1 -0 .74 0.03 -2.1 2 -2.06 -0.03 0 ,03 -0 .0 J . 2.0 7 Cl.Cl) ..C Ul4 l.l:i -5.04 -1.15 4.15 Varco Prudl!11 Buil din gs is a div is ion ofBl ucScopc Build ings North Amc rh:a . Inc . . . -. . -. . . . . . . . . . . . . -. . . Vcr ~1 on: 2015 l a Date: 8/ 14/:!11 15 Time:02:47 PM Page: 79 of84 . . I I -. . . . - . . . . . . . . . . . -. . Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Timc:02:47 PM Pn2c: 80 of 84 :'\lnlmum Cumhlned Rc11etlnns Summary \\Ith Futlurcd Louds -Frumlnll Nu1e; All n:aclions an: h:Jsc.-<l on I )t nnlcr struct11r.1l analv~). L dF 1ic r:tlr i1 · rfi i1a · Armrupn:11c oa actmsnmst ';IP llC or l~1cn o oun · 11tins. X-Loc Grid llrz left Load HrzRighr Load Hrzln load llrzOur Lood <-Hx> Case (lhl Case (·llZ) Case (llZ) Case lk) fkl (k) lk) 00/0 5-A 1.65 14 2.50 4 2.53 35 . . 15 0 /() 5-B 2 50 4 I 47 311 . . :'\l11xlmu111 Frame Reactions -Fudorcd Loud C'uses 111 Frame Cross Section: S N All ha d I d I I . otc : rcacttuns :m: SC on st or ~T stnictur.1 am111·s1s. X-Loc 11111:0 151010 Grid l -(Jrill2 S-A 5-B Ld Dcscrinuon Hx Hz Vv "" Vv Cs (armhcauon fu1.:1or nur shown) (kl (k) lkl (k) (k\ 3 0+ CG+S"+SD 241 . l<Oll -2 .41 10.66 4 D+CG+S>+SS :? 50 . l<.22 -2.50 I0.29 14 D+CU •·:W2 -1.65 --1.1111 -0.lH .0.:?11 35 O +CG .,.WPBI 1 24 ·2.53 -245 1.24 -0.97 )(1 D +CU+WPBI I 02 -:?.53 -3 .50 1.47 -1.l!'J ASD L1111d C'o111bh1•1l1111s • Fr11mlnl! Nu. Onl!in Factor ;\rll'licallon 3 S)StClll 1.000 I 0 D + 1.0 <. G + I.Cl S> ~ 1.0 SD 4 System 1.000 1.0 D -t 1.0 CG + I 0 S> + 1.0 SS 14 System 1000 I 6 D -t 0.6 CU + 1.0 <-W2 35 System OL-rivL'tl I 000 I 0 D • I .fl CG + l.O \\·PB I 311 Svstcm DL-riv~'tl I 000 > 6 D + fl 11 CU+ I 0 WPB I Uplift (-Vy) lk) .l.511 1.119 Grid DL-scn tiun load Vrt Do\111 load Mom cw Load Momccw Case (Vy) Case (·MZZ) Case (Mzz) tk) (in-kl lin-k) 3<> 11 .22 4 . . . 3'1 I0.'1<1 3 . . . . . . . . . . . . . . . . . . D~scrinuon O+CG +S->+SD D+CG +S>+SS D+CU +<W2 D+CG+WPBI D +CU+ WPBI 5-A Dia •unal bracm at base is attnchcd to column. Reactions ,\RE includc.I with tiamc l\!.1ct1011s. File : Ritlc Hangar Version: 2015 .la V;irco Pruden Buil<lings is a division of Bluescope Buildin~s North America. Inc. Loa ti Cnsc . . V7 ~ Design loads a11d Reactio11s 15-007403-01 W nil: 4, Frame nt: 1714/0 Fr.inic 10 .L.:anto Frame Typc:L.:an -To ® Vy \lulu.::> shom1 arc n.-sisrinu forces of the foundation. Rase Cu11ncc1iun O~'SiL?-n ~~ U:1s..'tl on 3000 011 I psi) C on~-n:tc lt1:ucthms • tr 11fllc1c1rcll Lu1t1l "h»e at Fran11: Cro~s s~cthan: -' Type (xr~-rior Column X·Loc 0/0 0 Ciritll -Gn& 4-A Base Plate W x L (in.) IC X 13 lbs.; Plate Thickn..-ss lin .) 0.375 Anchor lfoJ Qty Oi;m1. (in .) 4 . 0.750 Column Baw Eich 1011'·2" Load T~r"' LoaJ Dc~rit>tion Dcsc . lh Ill' Vv D r.t.ucnal Dc;ul Weigh! Fnn o.oit -:!.OJ - CG Cotl;itcrJI Lo;ul for GrJVily Cas..'S Fnn 0.11 -2.<>4 . SMS .,. St~"-iti<.'tl Min. Roof Snow -Nol ional Righ i Frm o.<:! 17.MI - ··SMS Sp..'\.11icd Min. Roof Snow -Notional Ldl Fnn 0.72 . 17.c.t) - s.~ Snow· Notional Right Fnn 0.50 . ·~ .n . so S1u1w Drill Lood Fnn 0.4J -1050 SS Slidmg Snow Load Fnn 0.4:'i -11.02 . .,S Snuw • Notional Lctl Fnn 0.50 . 12.32 - \V I"> Wind Load. Case I, Righi Fnn 1.01 --3.02 - 'WI Wind Lo:1d, Case I, Len Fnn -0 H4 . 4 .11 - w2-,. W1ml Load, Case 2, Right Fnn 0.30 . -1.22 <W2 Wind Load. Cusc 2. Lei\ Frm -I.SS . -.!.96 . cu Collatcr.il Load for Wind Ca)L') Fmt - - --s Snow load Fnn 0.50 . 12J2 . I> Seismic Load. Right Fnn 0 .04 -. . Hi+ Vcr1ical Seismic Etfcct. AJJili\c Fnn ().()[ -11.31 - <-E Seismic L11ail, Lcti Fnn ·0 .04 . - - EG-V cr1ical Seismic Etfcd. Subtractive Frm I ·(UH --0 .31 - \\PAI Win<I Parnllcl -Ref A, Casi: I Bn: 1.32 I .• ;1 - WPDI Wind P.1r.1llcl • RefD, Case I I Ore ' IJ7 2.27 -~ 67 - Wl'A2 Wini.I l'ar.1lld -ltcfA. Case 2 Brc . 0.<11 . OJ5 - WPD2 Wind Par.1Ucl • RcfD. Case 2 Ure 0.(i() 2 27 -J .,, - WPBI Wind Parallel -RcfB. C:1sc I Arc 1.29 --2 .JJ - WPCI Wind ParJlld • RcfC. C.1sc I Arc I 34 2.33 -(1.65 . Wl'B2 Wind Parnlld-RcfB. t'a!><: 2 Bn: Cl.5 7 . -0.47 \Vl'l'2 Wiml Parnlld • Rcft'. l'asc 2 Ure 1111:? I 2 .. H -t'lll . EB > Sdsmic !kJcc Reaction, Ri!!ht Ore O.Oll I -:?OR - <[D Se is mic Br.ice lt.::11:1iu11. Ldt Ore O.l I 2.12 -2 .02 . SMS Sr-..-.:ili<:d Min. RoofSouw ! Fnn 0.72 • 17.60 - , 1 •• £<1lh: ll.mgar V.1rco Pruden Bui ld111gs is a division ofBlucScopc Buildings North America. Inc. . . . -. --. . . -. - . . ---. - Version : :0 15 .1;1 Date: 8/ 14/2015 Time: 02:4 7 PM P:iJ!C! XI of 84 . . -. . . . . . -. . . . . I . . - -. . . . . . -. Design Loacls a11d Reactio11s 15-007403-01 Date: 8/14/2015 Time:02:47 PM Page: 82 of84 :\lu:dmum Combined Rcacthms Sumnmry nllh Fuclorcd Louds -Frumlng Noll:; All n:'Jctions an: based nn 1 ~1 onkr structur.il :tnalvsis. L d F b r d f d . f~ <la. Appmnnatc oa acturs 111us1 Ctln DIC or L'SIL'TI o oun · 11uns. X·Loc Grid llrzlcft Load llrz Right Load Hrz In Load llrz Out Lood Uplift Load Vrt Om\11 Load Mom cw Load Momccw Load HM Case (lh) Case (-Hz) Case (Hz) Case 1-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case tk) tk) tkl tkl tkl (kl (in-kl (in-k> 0 .U/0 4-A 1.50 14 1.59 28 -. 2 J3 44 5.43 J9 28.01 4 ---- :\bilmum Frumc Rcudhms -Factored Loud Cusu 111 Frame Cross Section: 4 II I reactions :m: hascd on I st ordLT stn"tUrJ anulwis. Note· A X-LOI: 0:010 Gri11l -Grid2 4-A Ld DL-scription II.\ llz Vv Cs (upplication factor not shuwn) (kl (k) tk) 4 D -CG +S>+SS l.l4 -28.0l --. - 14 o+cu-.-w2 -1.30 . -1.7.t -. 28 D + CG + S + Wl'D I I S9 1.70 9.611 --. -39 D +CU+WPCI 1.39 2.33 -5 4J ---- 44 D +CG+WPC:? 0 HI 2.33 -0 23 ---. i\SD L d 011 Comhl1111tlo11s -Fromlnl! No. Orii:in Fack1r Aonl1ca1ion D~scription 4 Systl1ll 1.000 1.0 [) + 1.0 CG+ 1.0 S> • 1.0 SS D+CG + S>+SS 14 System 1.000 l.6 D +0.6 <:U + 1.0 <W2 D + <:U +<W2 28 System Dl'fiwd l.CJOO !.OD+ !.OCG +O 75 S+0.75 WPDl D+CG + S + WPDI 39 System Dl'fiwd 1.000 H> D + 0.6 CU+ 1.0 WPCl D+CU + WPCl 44 System Dcri\'cd 1.000 1.0 D"' I 0 CG + l.O \I. PC2 D + CG + \\'l'C2 Grid Dcscri lion 4-A Dia •orml bracm at base is an ached lo column. Reactions ARE includl-cl w uh tram~ rcacllmls. File: Rille llangnr Version: 2015.1 a Varco Pruden Buildings is a division ofBlucScopc Buildings North America. Inc. ~" Ulm Desig11 Loads a11d Reactio11s 15-007403-01 Wnll: 4, Fr ame al : 48/9/D Frame 11.>.LL':illl~ V;ilUL'S :;110\\ll are rcsisung forces of the fountla1ion. ® Bas e Cnim•-cl lon Design is BasL-<l on .'000 00 (psi> \cill•'Tl!lc R It lT r: II L dT F C S I ~ ~a~I ms· n actort' Oil \'nC Ill runic r o !S • eel on: - Type X-Loc (ind I • Grid:? Base l'late W x L \i n.) Base Plalc Thicknc:.s (in.) And tor llotl Qty Dia m. (m.} ( olumn Base Elev. Load Tv1ic Luad Dcsuiplion I Ocsc. D 1\1.ucnal Dca1I We ight I 1'1111 CG Culh1tcrnl Lo.id for Gr.i ••ity CasL'S Fnn SMS o-Spcdlkd Min. Roof Snow . Notiomtl Right I Frm <SMS SpcL1fic<l Min. Ro ofSnow -Not iona l Lcll Fnn s·· Sno\\' ·Notional Right Fm1 SD SnolV Drill LoaJ Fm 1 SS Slitling Snow Load Fnn <S Sno\V • Notional Lefl Fnn \VI > Wind Load, C1sc I, Right Fnn <WI \Vinti Lo;1d, Case I, Ldl Fnn W2 > Wind Load, Case 2, Right Frm <\V2 Wind Load. Case 2. Ldl Fm1 cu Colh1tcrJI Lc~1d li>r \Vmd C'a>~'S Fm1 s Snow Load Fm1 E> Sci~mic Loatl. Right Fm1 EG+ Vcnkal Seismic Effcct. Addili\C f nn <E Seismic Lo;1d, Left Frm EG-Vertical Seismic Effect, Subtrn ctiv..: Frm WPAJ Wind l'ar.illel -Ref,\, Ca,,.; I Brc WPDI Wirt<l P;1r.11lcl • RcfD. Case I Brc \Vl'/\2 Wmtl Parallel -Rcf.>\, Ca se 2 Un: wrm Wind Par.lllcl . RcfD. Case 2 Brc WPBI Wiml Parnlld -RcfB. Cusc 1 Dre WPCI W1ml ParnU.:1-RcfC. C'asc 1 Dre Wl'B2 Wind Paralld • Rcfli. l'a>e 2 Brc Wl'<::2 Win Se ismic BrJcc Reaction, Righi Bn: ..:EB Scim1k Brace ll.:acUt111. Ldi Btc SMS S ~...:dlicd Min .. Ro,1fS11mv Frm fik Ri llc I la 11 gar [:xK'tfinr Colu mn 0 .'0 0 2·A II X 13 0175 4 -0 .750 100 ·.2 ~ lb Vy 005 1.1') 0 0{1 I 38 «U 7 •).~() 11.}7 •).20 0.26 6.44 0.22 5.41! 0.2;\ S.75 I 0 .2(> (1 .44 0 ,80 -2 .H .0.7~ ·3 .H.l 0.28 -l.06 -1.25 -2.54 -. CJ.26 644 O.!J3 . . 02:! .-003 . --0.22 o.•n -2.04 0 .88 -3 .0 2 0.40 ·0 .75 0 J (1 .1.73 0.90 -2.52 0 83 -4 .04 O.JH -1.23 0.32 -1.75 . . -I . on lJ .20 Varco Pru den Build ing s is :1 d ivis ion of Blu cScop e Build ings No rtli Am erica . Inc. .. . -. . . . . . . . . . . . . . . . I -. -. . . . . . I . -. . . . --. -. . -. . . -. •. V1..'1"Sio rr 201 5 I a Date: 8 /14/20)5 Time:02:47 PM Pa~~: 83 of 84 . . . . . . . ' -. . . -. . . . . . -. -. . . -- I Desig11 Loads a11d Reactio11s 15-007403-01 Date: 8/14/2015 Tintc:02:47 PM Page: X4 of84 ;\l11dmum Combined R\•11ctlons Sum11111ry \\llh F11cl11r\'d Louds -Fr11mln11 Nole: /\II n:uuions an: rosed un I ~l onkr structurJI analvsis. A1111m11rmh: LJF b l"df<l' ffiJa ' oa actnr.1 mus1 .:an: HC or ~'Sll.'11 o uun · tmn:. • X·Loc Gml Hrzlcfi Luad llrz Right Load llrz In Lood HrzOut HM Case (lb) Case (-Hz) Case (llz) fk) Ck) lk) Ck) 00/0 2-A I 22 14 1.112 23 . -. ;\1111lmu111 Fr11mc Rcucthms -Fuctorcd Ln11d C:ascs Ht Frum\• Crnss Sccllom l N All . b d I rd 1 I . I Oh!: reactions ~m: .J.SC on st o lT s1nic1urJ unal\1ilS. X-Loc O.'OiO Grid! -Gml:? 2-/\ Ltl Dcserinllon llx Vv Cs (11pphcut1un factor not ;hown) (k) (kl 4 D-CG +S;.+SS osq 14 76 . 14 D+CU--.:W:? -1.22 -1.112 . 23 0-tCG+WPAI 1.02 O~J . 39 D+CU + WPC:I 086 -3.32 . ,\SI> Luu d F Comblnulhms -·rum nl! Load Case . No. Ori111n Factor APJlhl-Jllun 4 Sy,1cm 1.000 1.0 D + 1.0 CG + 1.0 S ,. • 1.0 SS 14 Sys1et11 1.000 1.6 D + 0.6 l'U + 1.0 c:\V2 23 System Dcri\·cd 1.000 1.0 D + 1.0 l'G + 1.0 WPAI 39 Sv>llm Dcrh'loJ 1.000 16 D+0.6CU • 1.0WPCI File : Rille 1 langar l 'plill (-V}) ck1 l.J2 Varco Pruden Buildings is a division of BlucScope Buildings North America. Inc. Load Vrt Oo\\ll Load Mom cw Luad ~lomccw Load Case (Vy) Case (-Mzz) Case !Mzz) l'nsc Ckl (in·k) (in·kl 19 14 .76 4 . . -. . . . . . . . -. . . . Dc'°'ri 111iun D .,. CG + s·> + SS D l'U+<-W2 D l'G+WPAI D CU+WPCI Version: 20l5.la