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r. o- Lr*A UNITED STRUCTURES OF AMERICA 1 N C 0 R P 0 R A T E D 1912 BUSCHONG HOUSTON,TEXAS 77039 PH(281)442-8247 FX(281)442-2125 WWW.USABLDG.COM TEXAS ENGINEERING FIRM NO.143 Mr.Larry Aitken May 8,2017 19501 W Country Club Drive Apt 204 Aventura,FL 33180 RE U.S.A.Job Number: 49172-0217 End Use Customer: Larry Aitken Location: Lot 98 Navion Road Port St.Lucie,FL 34953 To Whom It May Concern: United Structures certifies the above referenced building(s)is designed in accordance with the order documentation and the applicable Sections of the project specifications except as noted below,and the AISI Cold Form Steel Manual 2007 Edition,and the AISC Steel Construction Manual(131 Ed.—ASD)as applicable. The following loads are applied in accordance with Florida Building Code 2014. DEAD LOAD: Metal building structure only as furnished by U.S.A.,Inc. LIVE LOAD: 20 psf with Tributary Reduction WIND LOAD: 165 mph(3 sec. Gust) Exposure C GCpi: f0.18 Velocity Wind Pressure: 53.17 psf SNOW LOAD: Pg=0.0 psf Pf=0 psf Is= 1.0 Ce= 1.0 Ct= 1.0 COLLATERAL LOAD: 3 psf SEISMIC DESIGN DATA: Occupancy Category II SDs=0.059 SDl =0.045 Site Class: "D" Ie= 1.00 Ss=0.065 Si= 0.028 Seismic Design Category="A" Seismic-force-resisting system: General Steel System R=3.00 Cs=0.017 Design base on shear V=0.55 kips (Equivalent lateral force procedure) OTHER LOADS: None FILECOPY A •� � ALLOWABLE DEFLECTIONS: Frame Sidesway: W60 Frame Deflection: L/180 Purlin Deflection: L/150 Endwall Columns: H/90 Endwall Rafters: U180 Girt Deflection: U90 Bracing: H/60 This letter applies to the referenced building(s)and its component parts as furnished by United Structures of America,Inc. and specifically exclude foundation masonry,or general contract work including erection certification. The design and certification for this project is in accordance with the provisions and loads specified on the building order. The buyer is responsible to insure all specified loads are in compliance with local regulatory authorities. United Structures of America,Inc. is an IAS accredited manufacturer. Sincerely, UNITED STRUCTURES OF AMERICA,INC. i No.54910 AT NONAL — Anan Almughrabi,P.E. 6y- �b' Director of Engineering This building is designed and fabricated by United Structures of America,Inc.Houston,TX. I� ati LILSA UNITED STRUCTURES OF AMERICA I N C 0 R P 0 R A T E D 1912 BUSCHONG HOUSTON,TEXAS 77039 NOEXCUTIC14TAM QK. etf4iRU PH(281)442-8247 Ik A FX(281)442-2125 E3 REVISE N40 WWW.USABLDG.COM ASUMAiTSBCM 9#�iT } • is becking is only for general conformance wit,` Texas Engineering Firm No.143 1be design.concept of the protect and generA 1;oMpliance with the'informauon given in the ;,Ontract documents._ Any action shown is suli -.;ect to the requirements of the plans and a spe4ifications. Contractor is responsible for . *,)itT*nsions which sha! be confirmed and cot CALCULATIONS FOR ;�elatedatthe job site;fa�ricationprocessesan i techniques°of£onstiuction;coordination o.hil Yto►k with that of all other trades and the sail; Mr. Larry Aitken ?faces►perloimance of his work. U.S.A. Job No. 49172-0217 Toarn ArchiteCtOM,41.4, Larry Aitken—Hangar tn, -6ge Port St. Lucie, FL DESIGN ISSUE ENGINEER DATED 1 GY 03/08/2017 2 GY 05/05/2017 Building A B Pages 1-124 1-124 Building Type RF LT Roof Slo e 3:12 3:12 Width 60'-0 10'-0 Length 60'-0 41'-0 Eave Height 16-0 11'-6 Bay Spacing 3 20'-0 20',21' Note: No. 54910 r � � OF ° F ALI\\��\ copy e b E HOUSTON PLANT:1912 BUSCHONG ST.,HOUSTON,TX 77039 PORTLAND PLANT:214 FOUNTAINHEAD RD., PORTLAND,TN 37148 � b • t.,rwNa.-�u:.w..........�.. •�...a+.FJ r._. rt.ti.r_Rum.r .�. .. 1. ...__...._. b _':f l�'� ilk.1.: _r .. .i',t 1'.....,;!•'.J:.. ._.-, �. .. , ..11.ij.,i i.a ftljf•'`�;,;ta• 'SJ:' .....,,:b_r.: ;ryaJ' t!i .i1�1��7..S�..t:.,t E�ii �t}.tic• .`.{t. ,.,. �!:iii� Lt' v. jo �. r I U.S.A. Job No: 49172-0217 BUILDING CODE: Florida Building Code Edition: 2014 DESIGN LOADS LIVE LOAD: 20 psf with Tributary Reduction COLLATERAL LOAD: 3 psf SNOW LOAD: Pg=O.Opsf Pf=Opsf IS=1.0 Ce=1.0 Ct=1.0 BASIC WIND SPEED: 165 mph(3 sec. gust) Exposure "C" GCpi= ± 0.18 Velocity Wind Pressure = 53.17 psf SEISNIIC DATA: Occupancy Category=II SDs =0.059 SDI =0.045 Site Class "D" Ie = 1.00 SS = 0.065 Si =0.028 Seismic Design Category"A" Seismic-force-resisting system: General Steel Systems R= 3.00 CS = 0.017 Design base shear V= 0.55 kips (Equivalent lateral force procedure) CRANE(S): None MESSANINE LOADS: None OTHER LOADS: None Allowable Deflections: ® Frame Sidesway: H/60 ® Frame Deflection: L/180 ® Purlin Deflection: L/150 ® Girt Deflection: L/90 ® Endwall Columns: H/90 ® Endwall Rafters: L/180 ® Bracing: H/60 DESIGN CALCULATIONS U.S.A. Job No. 49172 INDEX ITEM Page Numbers General Layout 1 Design Loads 2-12 Seismic Analysis 13-14 Frame Design 15-67 Crane Beam Design Purlins/Building Bracing 68-105 • Sidewall Girts 106-120 Endwall Design, Ln. 1 121-180 Endwall Design, Ln. 12 • J� • Page 2 of 180 Components & Cladding (Factored) Width Pressure(psf) Suction(psf ) Zone Ut) Member Panel Member Panel 6 s 6 1 11.47 16.29 -31.26 -34.44 2 11.47 16,29 -44.08 -59,58 3 6.00 11.47 16.29 -44.08 -59,58 4 6.00 11,47 16,29 -69.40 -88,51 5 30.36 37.62 -33.54 -40.86 6 6.00 30.36 37.62 -35.89 -50.26 6 4 3 4 6 2 1 2 4 3 4 5 5 4 3 4 2 1 2 6 4 3 4 6 6 5 6 4 91 7 Design Ca � cu� Wind Report 3 / AP017 3/8/20:L7 Des Ct2Lo.01dt Page 3 of 180 72 Design Loads For Building Components: 3/ 6/2017 12:43pm --------------- FRONT SIDEWALL: --------------- BASIC LOADS: -----Edge_Strip_Ratio----- Basic Wind Load Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 53.2 0.28 0.60 6.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 50.6 -55.9 Girt/Header 62.7 -68.1 Panel 50.5 -55.3 Jamb 0.0 0.0 Parapet BACK SIDEWALL: --------------- BASIC LOADS: -----Edge_Strip_Ratio----- Basic Wind-Load-Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 53.2 0.28 0.60 6.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long • 50.6 -55.9 Girt/Header 62.7 -68.1 Panel 50.5 -55.3 Jamb 0.0 0.0 Parapet LEFT ENDWALL: -------------- BASIC LOADS: ----Edge-Strip-Ratio---- Dead Coll Live Snow Rain Basic Wind-Load-Ratio Zone Col/ Load Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 2.0 3.0 20.0 0.0 0.0 53.2 0.28 0.60 6.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 1.50 0.00 0.05 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 50.6 -55.9 Column 50.6 -55.9 Girt/Header 50.5 -55.3 Jamb 62.7 -68.1 Panel 104.8 -87.3 Parapet 79.8 -53.2 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Column/Rafter Rafter Column/Brace Surf Wind 1 Wind 2 Wind-2 Long Surface 0d Left Right Left Right Left Right wind Friction 1 0.50 -0.70 0.86 -0.34 0.50 -0.70 -0.66 0.00 2 -1.19 -0.77 -0.83 -0.41 -1.19 -0.77 -1.19 0.00 3 -0.77 -1.19 -0.41 -0.83 -0.77 -1.19 -0.68 0.00 4 -0.70 0.50 -0.34 0.86 -0.70 0.50 -0.66 0.00 3/8/2017 Page 4 of 180 COLUMN & BRACING DESIGN LOADS: Load ---Live--- --Add Snow- Wind 1 Wind-2 Long-Wind Column-Wind Long Tran Aux-Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 57 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 • 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 49 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 50 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 51 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 52 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 53 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 54 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 55 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 56 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 57 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 RAFTER DESIGN LOADS: Load --Add Snow- wind 1 Wind 2 Long Aux Load No Id Dead Coll Live Snow Drift Slide Rain Left Right Left Right Wind Seis Id Coef 43 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 3/8/202� ACSCaI G.Out Page 5 of 180 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 �1 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 1 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 31 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 33 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 35 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 36 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 37 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 38 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 39 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 --0.52 0 0.00 40 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 41 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 42 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 a3 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDLI - 2 2 30.00 1.00 30.92 0.65 WINDRI - 3 2 0.92 0.65 30.92 1.00 WINDL2 R 2 2 30.00 1.00 30.92 0.50 WINDR2 R 3 2 0.92 0.50 30.92 1.00 WINDL2 C 2 2 30.00 1.00 30.92 0.65 WINDR2 C 3 2 0.92 0.65 30.92 1.00 RIGHT ENDWALL: -------------- BASIC LOADS: ----Edge_Strip_Ratio---- Dead Coll Live Snow Rain Basic Wind_Load_Ratio Zone Col/ Load Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 2.0 3.0 20.0 0.0 0.0 53.2 0.28 0.60 6.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 1.50 0.00 0.00 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 50.6 -55.9 Column 50.6 -55.9 Girt/Header 50.5 -55.3 Jamb 62.7 -68.1 Panel 104.8 -87.3 Parapet 79.8 -53.2 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Column/Rafter Rafter Column/Brace s/8/2017 Page 6 of 180 Surf Wind-1 Wind-2 Wind-2 Long Surface Id Left Right Left Right Left Right Wind Friction 1 0.50 -0.70 0.86 -0.34 0.50 -0.70 -0.66 0.00 2 -1.19 -0.77 -0.83 -0.41 -1.19 -0.77 -1.19 0.00 3 -0.77 -1.19 -0.41 -0.83 -0.77 -1.19 -0.68 0.00 4 -0.70 0.50 -0.34 0.86 -0.70 0.50 -0.66 0.00 COLUMN & BRACING DESIGN LOADS: Load ---Live--- --Add Snow- Wind 1 Wind-2 Long_Wind Column-Wind Long Tran Aux Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 49 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 • 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 49 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 RAFTER DESIGN LOADS: Load --Add Snow- Wind 1 Wind-2 Long Aux-Load No Id Dead Coll Live Snow Drift Slide Rain Left Right Left Right Wind Seis Id Coef 43 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 3/8/201 ACSCGi�G.06it Page 7 of 180 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 �1 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 . 2 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 31 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 33 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 35 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 36 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 37 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 38 1.01 1.01 0.75 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 39 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 40 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 41 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 42 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 02PED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDLI - 2 2 30.00 1.00 30.92 0.65 WINDR1 - 3 2 0.92 0.65 30.92 1.00 WINDL2 R 2 2 30.00 1.00 30.92 0.50 WINDR2 R 3 2 0.92 0.50 30.92 1.00 WINDL2 C 2 2 30.00 1.00 30.92 0.65 WINDR2 C 3 2 0.92 0.65 30.92 1.00 ROOFDES: BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 2.0 3.0 20.0 0.0 0.0 53.2 0.28 0.60 0.00 1.000 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct-Roof 25.5 -52.1 Purlins 0.0 -117 Gable Extensions 36.2 -57.4 Panels 21.3 -15.4 -36.7 Long Bracing, Building 32.4 -22.9 Long Bracing, Wall Edge Zone 79.8 -53.2 42.5 Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 2 9 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 6.00 1.00 1.41 1.00 1.73 4 6.00 0.00 1.00 1.41 1.00 1.73 5 0.00 6.00 1.00 1.41 1.00 1.73 6 6.00 0.00 1.00 1.41 1.00 1.73 7 6.00 6.00 1.00 2.22 1.00 2.57 3/8/201 AesCa�c.out Page 8 of 180 8 6.00 6.00 1.00 2.22 1.00 2.57 9 6.00 6.00 1.00 2.22 1.00 2.57 10 6.00 6.00 1.00 2.22 1.00 2.57 3 9 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 6.00 1.00 1.41 1.00 1.73 4 6.00 0.00 1.00 1.41 1.00 1.73 5 0.00 6.00 1.00 1.41 1.00 1.73 6 6.00 0.00 1.00 1.41 1.00 1.73 7 6.00 6.00 1.00 2.22 1.00 2.57 8 6.00 6.00 1.00 2.22 1.00 2.57 9 6.00 6.00 1.00 2.22 1.00 2.57 10 6.00 6.00 1.00 2.22 1.00 2.57 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add_Snow- Wind Wind Aux-Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75.0.00 0.45 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 3 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 • 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 BRACING DESIGN LOADS: --Load- --Add Snow- Wind Wind Seis Aux Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 14 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 6 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 13 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 14 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 RIGID FRAME # 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.0 3.0 12.0 0.0 0.0 53.2 0.28 0 BASIC LOADS AT EAVE: Seismic Weak_Axis L Weak-Axis-P. --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3/8/202 Des an,G.OI.it Page 9 of 180 0d COEFFICIENTS: - f --Wind 1--- --Wind 2--- Long Wind Surface Left Right Left Right 1 2 Friction 1 0.30 -0.55 0.66 -0.19 -0.63 -0.63 0.00 2 -0.87 -0.61 -0.51 -0.25 -0.87 -0.55 0.00 3 -0.61 -0.87 -0.25 -0.51 -0.55 -0.87 0.00 4 -0.55 0.30 -0.19 0.66 -0.63 -0.63 0.00 DESIGN LOADS: -Load- ---Live--- --Add Snow- --Wind_l- --Wind-2- Long_Wind --Seismic- Aux Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 84 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 • 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 '0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0'.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 3/8/2oY7 Desca Lc.out Page 10 of 180 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type W1 W2 Co Dll D12 Dist 4 1 2 DEAD D -0.05 -0.05 0.250 5.15 30.92 2 3 DEAD D -0.05 -0.05 -0.250 0.00 25.77 3 2 DEAD D 0.00 -0.01 0.250 5.15 30.92 4 3 DEAD D -0.01 0.00 -0.250 0.00 25.77 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- • No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDLI 2 2 30.00 1.00 30.92 0.71 WINDRI 3 2 0.92 0.71 30.92 1.00 WINDL2 2 2 30.00 1.00 30.92 0.50 WINDR2 3 2 0.92 0.50 30.92 1.00 RIGID FRAME # 2: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.0 3.0 12.0 0.0 0.0 53.2 0.28 0 BASIC LOADS AT EAVE: Seismic Weak_Axis L Weak Axis R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf --Wind 1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.30 -0.55 0.66 -0.19 -0.63 -0.63 0.00 2 -0.87 -0.61 -0.51 -0.25 -0.87 -0.55 0.00 3 -0.61 -0.87 -0.25 -0.51 -0.55 -0.87 0.00 4 -0.55 0.30 -0.19 0.66 -0.63 -0.63 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --wind_1- --wind-2- Long_Wind --Seismic- Aux Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 84 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 s/g/2o�� pesca�c.out Page 11 of 180 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00- .00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00, 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 • 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 .0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0'.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.01 1.01 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 3/8/2017 Aesca Lc.out Page 12 of 180 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDLI 2 2 30.00 1.00 30.92 0.71 WINDRI 3 2 0.92 0.71 30.92 1.00 WINDL2 2 2 30.00 1.00 30.92 0.50 WINDR2 3 2 0.92 0.50 30.92 1.00 *** End 0£ Page *** • s/0/2017 Page 13 of 180 72 Seismic Design Report: 3/ 6/2017 12:43 m g P P Building Data ------------- Code =IBC 12 Length = 60.00 Width = 60.00 Left Eave Height = 16.00 Right Eave Height 16.00 Seismic Formula --------------- Base Shear, V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Shc*Ie*W/(T*R) T(Moment_Frame) = 0.257 T(Braced Frame) = 0.160 Shear Force, E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) Shear Force, Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Fa*Ss = 0.088 Zone/Design Category= A Ie = 1.000 S1 = 0.028 • Shc = 0.045 Sds = 0.059 Seismic Dead Load, W -------------------- Frame Dead = 2.00 (psf ) Roof Dead = 2.00 (psf ) Collateral = 3.00 (psf ) Roof Total = 7.00 (psf ) Weight= 25.20 (k ) L_EW Dead = 1.50 (psf ) Weight= 0.89 (k ) F_SW Dead = 1.50 (psf ) Weight= 0.72 (k ) R_EW Dead = 1.50 (psf ) Weight= 0.89 (k ) B SW Dead = 1.50 (psf ) Weight= 0.72 (k ) Total = 28.42 (k ) Seismic Forces -------------- Roof Bracing R = 5.00, Rho= 1.33 Cs = 0.0117 W = 26.98 (k ) Force, V = 0.32 (k ) Force, E = 0.42 (k ) Sidewall Bracing Front R = 5.00, Rho= 1.33, Omega= 2.00 Cs = 0.0117 W = 13.49 (k ) Force, V = 0.16 (k ) Force, Em = 0.32 (k ) • Force, E = 0.21 (k ) Back R = 5.00, Rho= 1.33, Omega= 2.00 Cs = 0.0117 W = 13.49 (k ) Force, V = 0.16 (k ) s/g/�o2� pesca�c.ou.t Page 14 of 180 Force, Em = 0.32 (k ) Force, E = 0.21 (k ) Endwall Bracing , Left R = 5.00, Rho= 1.00, Omega= 2.00 Cs = 0.0117 W = 4.27 (k ) Force, V = 0.05 (k ) Force, Em = 0.10 (k ) Force, E = 0.05 (k ) Rigid Frames R = 3.50, Rho= 1.00 Cs = 0.0168 Frame 1 W = 8.33 (k ) Force, V = 0.14 (k ) Force, E = 0.14 (k ) Frame 2 W = 8.33 (k ) Force, V = 0.14 (k ) Force, E = 0.14 (k ) End Plates Frame R = 3.50, Omega= 3.00 Total Base Shear Longitudinal Force, V = 0.32 (k ) Transverse Force, V = 0.47 (k ) • • i • Page 15 SPLICE PLATE&BOLT TABLE E BER TABLE ¢ Web De lh eb We Outside Flange Inside Flange p Qty Mark Length Start End Thick Len th x Thk x Len th x Thk x Len th rr p Mark To Bot Int Type Dia Length Width Thick Len lh RF1-1 5-5 5 8 10.0 24,0 0.135 13-6 S B 6 z 1 x 1 -5 6 x 1 x 1 - 3 16 w w SP-1 4 4 2 A325 3/4" 2 1/4" 8° 1/2° 2'-7 1/4' 24,0/17,3 0.188 2'-2 13 16' 6 z 1/4°x 2'-2 3/8" ¢ SP-2 4 4 0 A325 3/4' 2 1/4' 6° 1/2 1-11 /8° RF1-2 28'-8 3/1"24.0/21.6 0.188 8'-7 1/8 6 x 1�4°x 8'-7 1/8' 6 x 1/4°x B'-7 3/16" 21.6/16.0 0.135 19'-11 15/16° 6 z 7/16°x 19�1i 15/i6" ti x�/16"z 19'-7 15/16" o a BASE PLATE TABLE RF1-3 28'-8 3/1"16.0/21.6 0.135 19'-11 15l16° 6 x 3/16'x 19-11 15/16" 6 x 3/16'x 19'-7 15/16" rn col Plate Sze 21,6/24,0 0.188 B'-7 1/8 6 x 1/4"x 8'-7 1/8° 6 x 1/4"x 8 7 3/15" p Mark Wdth Thick Length RFI-4 15'-5 5/8 17.3/24.0 0.188 2'-2 13/16" 6 z 1/4°x 2'-2 3/8" 6 x 1/4"x 13'-7 3/16" jR BP-1 8" 3/8" 11" 24.0 10.0 0.135 13'-6 5 8' 6 x 1 4"x 15-5' �o n U OFLANGE BRACES: Both Sides(U.N.) FB xxASLX14 FBA z LL22 z CORPORATE OFFICE 1912 BUSCHONG HOUS70N,Tx 77039 '.0 �0• 281-442-8247 -t®y' T®J' PORTLAND FACIDTY 7\ 8 2 \ 'O' 30-7 1 16• 214 FOUNTAINHEAD ROAD PORTLAND,IN 37148 615-325-7351 3p�\\\\if Fg3p1 Jq(1 JO-ry 1 16' m B ) C Ok UNICOTF'20, 60 _ -S 5 J'-e• 4- Ga.PBA, A84 2-T\1C w Q3' 3'� o ' 3 I I I I I I I I a 7 I I� mDI I , c I m+ I I , � e•o I `a c� n� i �m�o iL RE I � U I I I I I I I it I I I I I P 1 BP-I 6 1/8' C .'-0 1/2' 64'-8 J/+-4' 2'-0 1/2' CLEAR JOB a:49172 60'-0'OUT-TO-OUT OF STEEL DRAWN BY: F A DATE: BUILDING CROSS SECTION: FRAME LINE 3 4 CHKD BY: DATE: SCALE: N.T.S. CROSS SECTION DWG K s�8�2o2� R.fpes-2.out Page 16 of 180 -------------------- *49172 Rigid Frame Design Input -----------3/-6/2017--9:50am- • -------------- *( 1)J013ID: '49172' *{ 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame-Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 1 'RFE' 20.0000 20.0000 20.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'S' IT ' 10.00 70.00 IT ' 10.00 70.00 IT ' 10.00 70.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS07 ' 'AISC10' ' ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 5)DESIGN CONSTANTS: ---Strength-Factor--- ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.7000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak Axis- Live Total Total Seis Crane Floor Wind Seis • 180.0 180.0 60.0 50.0 100.0 0.0 60.0 50.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'S' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'Y' 'Y' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 16.0000 8.125 30.0000 23.5000 8.125 60.0000 16.0000 8.125 60.0000 0.0000 8.125 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior-Depth- Id Start End Dep Locate Depth 1 10.000 24.000 0 2 24.000 16.000 0 3 16.000 24.000 0 4 24.000 10.000 0 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 1 0.0000 'PSS ' 3 1 0.0000 '-EE ' 4 1 0.0000 'PSS ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 6 1 1 1 0.0000 -------- 6.000 0.1345 0.2500 0.2500 2 2 2 0.0000 --------' 6.000 0.1875 0.2500 0.2500 2 2 3 19.9961 --------' 6.000 0.1345 0.1875 0.1875 3/g/2os� R files-2.out Page 17 of 180 3 3 4 19.9961 '--------' 6.000 0.1345 0.1875 0.1875 • 3 3 5 0.0000 ;___.-____ 6.000 0.1345 0.2500 0.2500 4 4 6 0.0000 6.000 0.1345 0.2500 0.2500 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS Flg IS Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' - 0.0000 0.0000 11Left Column 2 'P ' '-' 0.0000 0.0000 11Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 0 WALL GIRT: Bay No. * Id Type Part Depth Proj Lap Id Girt Locate 1 'ZB' '8Z16 8.000 0.000 1.2917 1 4 4.0000 8.0000 12.0000 14.0000 4 'ZB' '8Z16 T8.000 0.000 1.2917 3 3 4.0000 8.0000 12.0000 *(20)ROOF PURLIN: *Surf No. Peak No. -Purlin_Set- * Id Type Part Depth Proj Lap Purlin Space Sets Space Quan 2 'ZB' 18Z16 18.000 0.000 1.5833 9 1.0000 4 3.0000 1 2.5898 1 3.6667 5 3.0000 2 3 'ZB' 18Z16 18.000 0.000 1.5833 9 1.0000 4 3.0000 2 3.6667 5 2.5898 1 3.0000 1 *(21)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 1 3 '1' 2 4 1 '1' 4 '1' 6 '1' 9 '1' 3 4 1 '1' 4 '1' 6 '1' 9 '1' 4 1 3 '1' 0SIDEWALL EXTENSIONS: Ext --------Extension-Size------- ------Facia Size------ Load * Id No. Id Type Elev Width Slope Elev Height Slope Width 1 0 4 0 3/8/201�- R-FDBS-1.D ut Page 18 of 180 *(23)EXTENSION LOADS: *Ext Dead Collat Live Snow Rain ----Windl--- ----Wind2--- Long_Wind Facia Wind Seis • * Id Load Load Load Load Load Left Right Left Right 1 2 Left Right Load *(24)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.00 3.00 12.00 0.00 0.0 53.17 1.00 0.28 1.00 0.0 *(25)BASIC LOAD AT EAVE: *Seismic Weak_Axis L Weak_Axis R --Torsion-- -EW_Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(26)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.30 -0.55 0.66 -0.19 -0.63 -0.63 0.00 2 -0.87 -0.61 -0.51 -0.25 -0.87 -0.55 0.00 3 -0.61 -0.87 -0.25 -0.51 -0.55 -0.87 0.00 4 -0.55 0.30 -0.19 0.66 -0.63 -0.63 0.00 *(27)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 11.81 8.46 0.21 0.15 Right Column *(28)DESIGN LOADS:Strength * --------------------Load-Coefficients------------------- ---Live--- -Add-Snow- --Wind_1-- --Wind 2-- Long_Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe ff •84 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0 0. 00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 •17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3/8/2017 R files-2.0ut Page 19 of 180 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 0 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0. 00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 37 1.00 1.00 0.00 0:00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0:00 0.00 0.00 0 0. 00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 3/8/2027 R f DCS-2.Dut Page 20 of 180 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 62 0.60 0.00 0.00 0.00 0.00- 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0. 00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 00 69 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 00 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 00 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0. 00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 *(29)DESIGN LOADS:Deflection * --------------------Load-Coefficients------------------- ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe ff 0 • *(30)DESIGN LOADS:Special * --------------------Load-Coefficients----------- -- *Load ---Live--- -Add Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic- Aux-Load s/8/�o� tz fees-i.out Page 21 of 180 *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tra #emp Id Coeff 85 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.1 0 .00 0 0.00 86 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.1 0 0.00 0 0.00 87 'EP' '---------' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 1.5 7 0.00 0 0.00 88 'EP' '---------' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.5 7 0.00 0 0.00 89 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.5 7 0.00 0 0.00 90 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.5 7 0.00 0 0.00 91 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.1 0 0.00 0 0.00 92 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.1 0 0.00 0 0.00 *(31)AUXILIARY LOAD: * Aux No.-Add Add-Comb *No. Id Name Loads Id Coeff 0 *(32)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Load Type W1 W2 D12 Dll Dist 4 1 2 'DEAD ' 'D ' -0.047 -0.047 0.25 5.1539 30.9233 2 3 'DEAD ' 'D ' -0.047 -0.047 -0.25 0.0000 25.7694 3 2 'DEAD I 'D ' -0.004 -0.014 0.25 5.1539 30.9233 4 3 'DEAD I 'D ' -0.014 -0.004 -0.25 0.0000 25.7694 oFLOOR BEAMS: y Con-Type Con_Loc --Properties-- Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(34)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(35)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(36)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' 11 ' ' 2 3 4 *(37)DESIGN PLATES: * ----Plate--- --Plate-Size- Bolt Bolt ----Top--- --Bottom-- *No. Type Id width Thick Dia Gage Row Space Row Space 9 'WEB KNEE' 1 0.00 0.1875 0.000 0.00 0 0.00 0 0.00 'FLG KNEE' 1 6.00 0.2500 0.000 0.00 0 0.00 0 0.00 'WEB KNEE' 2 0.00 0.1875 0.000 0.00 0 0.00 0 0.00 'FLG KNEE' 2 6.00 0.2500 0.000 0.00 0 0.00 0 0.00 'SPLICE 1 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'SPLICE 2 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'SPLICE 3 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'BASE 1 8.00 0.3750 0.750 4.00 2 0.00 0 0.00 'BASE 2 8.00 0.3750 0.750 4.00 2 0.00 0 0.00 • *(38)SPECIAL FAB DATA * Piece *No. Id Key 0 3/8/201�- R-f D25-2.Out Page 22 of 180 *(39)ENDWALL COLUMNS: • *Wall Expand_EW Max Deflect * Id Use Offset No. Locate Offset Option Down Up 1 IN ' 14.000 0 3 'Y ' 14.000 6 5.0000 10.530 'C' 0.000 0.000 15.0000 7.890 'S' 3.500 3.500 25.0000 7.890 'S' 3.500 3.500 35.0000 7.890 'S' 3.500 3.500 45.0000 7.890 'S' 3.500 3.500 55.0000 10.530 'C' 0.000 0.000 (40)JACK BEAMS: * Spring-Constant *No. Id Offset Height Length Part Horz Vert 0 *(41)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(42)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_l--- ----Step_2--- ----Step 3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDLI 1 2 2 30.0000 1.000 30.9233 0.706 'WINDR1 ' 3 2 0.9233 0.706 30.9233 1.000 'WINDL2 ' 2 2 30.0000 1.000 30.9233 0.499 'WINDR2 1 3 2 0.9233 0.499 30.9233 1.000 *(43)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(44)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Wide opening dead load * 2 Wide opening dead load * 3 Wide opening dead load * 4 Wide opening dead load * * Code files used: * FL_FBC.14N * RF_IBC.12N Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 16.0 w 20.0 0 0 * 2 1 C 30.0 C 30.0 1 0 * 3 1 C 30.0 C 30.0 1 0 * 4 1 W 16.0 W 20.0 0 0 49172 Frame 1 - Design Code 3/ 6/2017 12:42pm STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: 3/2/2027 R f D6s-1.of tt Page 23 of 180 Wind Code FBC 14 (IBC 12) eismic Zone A ULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Frame 1 - Base Plates and Anchor Bolt 3/ 6/2017 12:42pm ------------------------------------------------------------ -------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 2.50 (ksi ) Bolt Shear Stress = 11.60 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column Base(in)--- --Plate_Size(in)-- --Bolts(A36 )- -Shear(k )- Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- Left P 10.5 0.0 8.0 11.00 0.375 2 0.750 4.00 20.5 0.45 Right P 10.5 0.0 8.0 11.00 0.375 2 0.750 4.00 20.5 0.45 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max Comp- Tens Shear -Max Shear Shear Tens Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) 0--- --- ------ --- ------ ------ --- ------ --- ------ ------ Left 2 12.6 61 -14.0 9.3 61 9.3 61 9.3 -14.0 Right 1 12.6 67 -17.6 7.3 62 9.3 62 9.3 -14.0 WELDS: Outside_Flange_To_Base Inside_Flange_To Base -----Web To Base----- BaseShear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 F1 1.17 2.78 0.188 F2 0.58 2.78 0.188 F2 0.46 2.78 Right 0.188 F1 1.47 2.78 0.188 F2 0.74 2.78 0.188 F2 0.46 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind Rightl 67 - 0.6Dead+0.6Wind Long2 -------=------=----------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Frame 1 - Bolted-End-Plates 3/ 6/2017 12:42pm DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Pre-Tensioned et Shear Stress = 27.00 (ksi ) t Tension Stress = 45.00 (ksi ) PLATE SIZE: 3/8/201�- R f AeS-Lout Page 24 of 180 Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick --Dia -Gage Gage2 RowT SpaceT RowB SpaceB RowI • 1 PSS 1- 2 24.00 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 1 2 -EE 2- 3 16.49 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 0 3 PSS 3- 4 24.00 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 1 PLATE DESIGN: ------------- -------Max-Moment------ -------Max-Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 PSS Top 2 9.4 9.6 87.4 2 9.4 9.6 87.4 0.499 0.544 0.53 Bot 61 -9.5 -11.1 -96.4 61 -9.5 -11.1 -96.4 0.499 0.571 0.58 2 -EE Top 61 -10.3 0.5 16.7 66 -12.0 2.1 8.7 0.235 0.316 0.18 Bot 1 6.8 -0.2 -28.0 50 -6.9 1.6 -1.9 0.305 0.410 0.30 3 PSS Top 1 9.4 -9.6 87.4 1 9.4 -9.6 87.4 0.499 0.544 0.53 Bot 62 -9.5 11.1 -96.4 62 -9.5 11.1 -96.4 0.499 0.571 0.58 Splice Splice ------Top-Bolts------ ----Bottom Bolts----- IdTyp Length Row Edge Space Space2 Row Edge Space Space2 ------ ------ --- ---- ----- ------ --- ---- ----- ------ 1 PSS 31.25 2 1.50 4.00 3.50 2 1.50 4.00 3.50 2 -EE 23.68 2 1.50 4.00 3.50 2 1.50 4.00 3.50 3 PSS 31.25 2 1.50 4.00 3.50 2 1.50 4.00 3.50 WELDS: Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in } Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit 1 L 0.188 F2 2.69 2.78 0.188 F2 2.69 2.78 0.188 F2 0.23 2.78 1 R 0.188 F2 2.44 2.78 0.188 F2 2.69 2.78 0.188 F2 0.23 2.78 • 2 L 0.188 F2 0.77 2.78 0.188 F2 1.29 2.78 0.188 F2 0.06 2.78 2 R 0.188 F2 0.77 2.78 0.188 F2 1.29 2.78 0.188 F2 0.06 2.78 3 L 0.188 F2 2.44 2.78 0.188 F2 2.69 2.78 0.188 F2 0.23 2.78 3 R 0.188 F2 2.69 2.78 0.188 F2 2.69 2.78 0.188 F2 0.23 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 50 - Dead+Collateral+0.75Snow-0.45Wind_Longl 61 - 0.6Dead+0.6Wind Leftl 62 - 0.6Dead+0.6Wind_Rightl 66 - 0.6Dead-0.6Wind Longl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Frame 1 - Bearing Stiffeners 3/ 6/2017 12:42pm -------------------------------=------------------------------------------------ ------------------------------- ------------------------------------------------ Stiffener Yield = 55.0 (ksi ) Corner Cut = 0.50 (in) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener Size(in)--- LocationOffset Depth Thick Width Thick Length No. Lt Col 0.0 24.00 0.188 3.00 0.250 24.00 1 Rt Col 60.0 24.00 0.188 3.00 0.250 24.00 1 STIFFENER DESIGN: ----------------- • ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 61 34.3 41.2 2 31.2 70.1 0.83 Rt Col 62 34.3 41.2 1 31.2 70.1 0.83 3/g/�os� R fAes-s.out Page 25 of 180 LDS: ---Stiff_To_F19/EP--- -----Stiff-To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.250 F2 3.43 3.71 0.188 F1 0.66 2.78 Rt Col 0.250 F2 3.43 3.71 0.188 F1 0.66 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind_Rightl 49172 Frame 1 - Flange Braces 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Flange Brace Yield = 57.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A307 (0 Washers) Bolt Shear Stress = 13.50 ksi Flange Brace Force Inside flange, max of bending compression/tension LAYOUT: f 4wSeg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 3 1 L2X2X14 1 22.09 26.00 46.9 33.05 0.500 0.500 Clip Web 2 1 1 L2X2X14 2 23.75 26.00 44.9 34.21 0.500 0.500 Clip Web 4 1 L2X2X14 3 20.94 26.00 48.5 32.23 0.500 0.500 Clip Web 6 1 L2X2X14 3 18.87 26.00 51.3 30.90 0.500 0.500 Clip Web 9 1 L2X2X14 3 16.14 26.00 55.5 29.27 0.500 0.500 Clip Web 3 1 1 L2X2X14 4 16.14 26.00 55.5 29.27 0.500 0.500 Clip Web 4 1 L2X2X14 4 18.87 26.00 51.3 30.90 0.500 0.500 Clip Web 6 1 L2X2X14 4 20.94 26.00 48.5 32.23 0.500 0.500 Clip Web 9 1 L2X2X14 5 23.75 26.00 44.9 34.21 0.500 0.500 Clip Web 4 3 1 L2X2X14 6 22.09 26.00 46.9 33.05 0.500 0.500 Clip Web DESIGN: Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 1 3 61 1.00 0.50 0.27 0.38 0.62 2 1 61 0.84 0.43 0.23 0.32 0.52 4 26 0.21 0.10 0.06 0.08 0.13 6 66 0.39 0.19 0.11 0.15 0.24 9 1 0.40 0.19 0.11 0.15 0.25 3 1 2 0.40 0.19 0.11 0.15 0.25 4 67 0.38 0.19 0.10 0.14 0.24 6 27 0.20 0.10 0.05 0.07 0.12 9 62 0.84 0.43 0.23 0.32 0.52 4 3 62 1.00 0.50 0.27 0.38 0.62 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 26 - Dead-0.6Wind Longl 27 - Dead+0.6Wind Long2 61 - 0.6Dead+0.6Wind Left1 62 - 0.6Dead+0.6Wind Rightl s/8/20:L- R.fpes- .out Page 26 of 180 66 - 0.6Dead-0.6Wind_Longl 67 - 0.6Dead+0.6Wind_Long2 49172 Frame 1 - Web To Flange Weld 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 61 8.5 7.7 90 0.188 F1 0.73 2.78 2 2 2 9 61 11.0 18.2 657 0.188 Fl 0.31 2.78 2 2 3 30 66 4.8 9.1 193 0.188 F1 0.22 2.78 3 3 4 31 67 4.7 9.1 193 0.188 F1 0.22 2.78 3 3 5 52 62 11.0 18.2 657 0.188 F1 0.31 2.78 4 4 6 60 62 8.5 7.7 90 0.188 Fl 0.73 2.78 LOAD COMBINATIONS: ------------------ 61 - 0.6Dead+0.6Wind Leftl 62 - 0.6Dead+0.6Wind_Rightl 66 - 0.6Dead-0.6Wind_Longl 67 - 0.6Dead+0.6Wind Long2 49172 Frame 1 - Design Summary 3/ 6/2017 12:42pm ------------- FRAME: Id = 1 Type = RF Line Id = 3 4 Load Width= 20.00 • UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R 1 1 1 15.5 6.0 10.0 24.0 0.134 0.250 0.250 8 67 1.00 8 61 0.84 7 2 0.90 117 2 2 2 8.6 6.0 24.0 21.6 0.188 0.250 0.250 9 61 0.50 9 61 0.71 9 2 0.73 107 2 2 3 20.0 6.0 21.6 16.0 0.134 0.188 0.188 16 61 0.74 27 1 0.75 23 66 0.54 107 3 3 4 20.0 6.0 16.0 21.6 0.134 0.188 0.188 45 62 0.74 34 2 0.75 38 67 0.52 107 3 3 5 8.6 6.0 21.6 24.0 0.188 0.250 0.250 52 62 0.50 52 62 0.71 52 1 0.73 107 4 4 6 15.5 6.0 24.0 10.0 0.134 0.250 0.250 53 66 1.02 53 62 0.84 54 1 0.90 117 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1#- Dead+Collateral+Live 2#- Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 3/8/201.7 12 fDes-1.0Rt Page 27 of 180 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift �2 18 - Dead+Collateral+0.75Snow+0.75Snow Drift 9 - Dead+Collateral+0.75Snow+0.75Slide_Snow 0 - Dead+Collateral+0.75Snow+0.75Slide_Snow 21 - Dead+0.6Wind Leftl 22 - Dead+0.6Wind_Rightl 23 - Dead+0.6Wind Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Longl 26 - Dead-0.6Wind_Longl 27 - Dead+0.6Wind Long2 28 - Dead-0.6Wind Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Leftl 30 - Dead+Collateral+0.75Live+0.45Wind_Rightl 31 - Dead+Collateral+0.75Live+0.45Wind Left2 32 - Dead+Collateral+0.75Live+0.45Wind Right2 33 - Dead+Collateral+0.75Live+0.45Wind Longl 34 - Dead+Collateral+0.75Live-0.45Wind_Longl 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Leftl 38 - Dead+Collateral+0.75Snow+0.45Wind Left1+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow 40 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 41 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind Left2+0.75Slide Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Longl 50 - Dead+Collateral+0.75Snow-0.45Wind Longl 0 51 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind Long2 56 - Dead+Collateral+0.75Snow-0.45Wind Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow Drift 58 - Dead+Collateral+0.75Snow-0.45Wind Long2+0.75Snow Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61#- 0.6Dead+0.6Wind_Leftl 62#- 0.6Dead+0.6Wind_Rightl 63 - 0.6Dead+0.6Wind Left2 64 - 0.6Dead+0.6Wind Right2 65 - 0.6Dead+0.6Wind_Longl 66#- 0.6Dead-0.6Wind Longl 67#- 0.6Dead+0.6Wind Long2 68 - 0.6Dead-0.6Wind Long2 69 - 1.O1Dead+1.OlCollateral+0.7Seismic 70 - 1.OlDead+l.OlCollateral-0.7Seismic 71 - 1.O1Dead+1.01Collatera1+0.7Seismic_Long 72 - 1.O1Dead+l.OlCollateral-0.7Seismic Long 73 - 1.O1Dead+l.OlCollateral+0.75Live+0 53Seismic 74 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic 75 - 1.O1Dead+1.OlCollateral+0.53Seismic 76 - 1.O1Dead+l.OlCollateral-0.53Seismic 77 - 1.O1Dead+1.OlCollateral+0.75Live+0.53Seismic Long 78 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic_Long 79 - 1.OlDead+l.OlCollateral+0.53Seismic_Long 80 - 1.OlDead+l.OlCollateral-0.53Seismic_Long 81 - 0.59Dead+0.7Seismic 82 - 0.59Dead-0.7Seismic 083 - 0.59Dead+0.7Seismic_Long 84 - 0.59Dead-0.7Seismic_Long 85 - 1.O1Dead+1.OlCollateral+2.lSeismic 86 - 1.O1Dead+l.OlCollateral-2.1Seismic 87 - 1.O1Dead+1.OlCollateral+0.75Live+1.57Seismic 88 - 1.O1Dead+1.OlCollatera1+0.75Live-1.57Seismic 3/8/202� R,f pes-2.out Page 28 of 180 89 - 1.O1Dead+1.OlCollateral+1.57Seismic 90 - 1.O1Dead+l.OlCollateral-1.57Seismic 91 - 0.59Dead+2.lSeismic 92 - 0.59Dead-2.1Seismic PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit 1 178.4 242.8 12.0 0.250 0.134 2.2 10.0 2 128.0 242.8 12.0 0.250 0.188 3.0 10.0 3 159.3 242.8 16.0 0.188 0.134 2.6 10.0 4 159.3 242.8 16.0 0.188 0.134 2.6 10.0 5 128.0 242.8 12.0 0.250 0.188 3.0 10.0 6 178.4 242.8 12.0 0.250 0.134 2.2 10.0 FRAME AREA: Frame Area= 143.81 Building Area= 1185.00 Ratio= 0.12 WEIGHTS: Member 1 2 3 4 ---------- ----- ----- ----- ----- Weight (lb) 287 536 536 287 Total Weight (lb) Frame = 1645 Splice Plate = 147 • Base Plate = 19 1811 REACTIONS: (Sidewall Columns) ------------------------------ Load ----------Left-Column---------- ----------Right Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 6.82 12.58 0.00 0.00 -6.82 12.62 0.00 0.00 2 6.82 12.62 0.00 0.00 -6.82 12.58 0.00 0.00 3 2.'94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 4 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 5 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 6 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 7 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 8 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 9 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 10 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 11 1.93 3.54 0.00 0.00 -1.93 3.55 0.00 0.00 12 1.93 3.55 0.00 0.00 -1.93 3.54 0.00 0.00 13 5.86 10.78 0.00 0.00 -5.86 10.82 0.00 0.00 14 5.86 10.82 0.00 0.00 -5.86 10.78 0.00 0.00 15 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 16 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 17 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 18 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 19 2.94 5.39 0.00 0.00 -2.94 5.41 0.00 0.00 20 2.94 5.41 0.00 0.00 -2.94 5.39 0.00 0.00 21 -8.48 -12.58 0.00 0.00 1.01 -8.51 0.00 0.00 22 -1.01 -8.51 0.00 0.00 8.48 -12.58 0.00 0.00 23 -6.92 -5.72 0.00 0.00 -0.55 -1.59 0.00 0.00 24 0.55 -1.59 0.00 0.00 6.92 -5.72 0.00 0.00 25 -0.79 -11.15 0.00 0.00 2.32 -14.01 7.09 0.00 3�g�2o2�- tzfpes-z.out Page 29 of 180 26 -0.69 -11.09 0.00 0.00 2.22 -3.92 0.00 0.00 •27 -2.32 -8.94 0.00 0.00 0.79 -16.22 7.09 0.00 28 -2.25 -8.89 0.00 0.00 0.72 -6.12 0.00 0.00 29 -1.88 -1.33 0.00 0.00 -3.72 1.80 0.00 0.00 30 3.72 1.80 0.00 0.00 1.88 -1.33 0.00 0.00 31 -0.75 3.82 0.00 0.00 -4.85 6.98 0.00 0.00 32 4.85 6.98 0.00 0.00 0.75 3.82 0.00 0.00 33 3.87 -0.19 0.00 0.00 -2.72 -2.40 5.31 0.00 34 3.93 -0.15 0.00 0.00 -2.79 5.17 0.00 0.00 35 2.72 1.41 0.00 0.00 -3.87 -4.00 5.31 0.00 36 2.77 1.44 0.00 0.00 -3.92 3.59 0.00 0.00 37 -4.84 -6.71 0.00 0.00 -0.76 -3.62 0.00 0.00 38 -4.84 -6.71 0.00 0.00 -0.76 -3.62 0.00 0.00 39 -4.84 -6.71 0.00 0.00 -0.76 -3.62 0.00 0.00 40 0.76 -3.62 0.00 0.00 4.84 -6.71 0.00 0.00 41 0.76 -3.62 0.00 0.00 4.84 -6.71 0.00 0.00 42 0.76 -3.62 0.00 0.00 4.84 -6.71 0.00 0.00 43 -3.69 -1.56 0.00 0.00 -1.92 1.56 0.00 0.00 44 -3.69 -1.56 0.00 0.00 -1.92 1.56 0.00 0.00 45 -3.69 -1.56 0.00 0.00 -1.92 1.56 0.00 0.00 46 1.92 1.56 0.00 0.00 3.69 -1.56 0.00 0.00 47 1.92 1.56 0.00 0.00 3.69 -1.56 0.00 0.00 48 1.92 1.56 0.00 0.00 3.69 -1.56 0.00 0.00 49 0.92 -5.61 0.00 0.00 0.23 -7.78 5.31 0.00 50 0.99 -5.56 0.00 0.00 0.16 -0.21 0.00 0.00 51 0.92 -5.61- 0.00 0.00 0.23 -7.78 5.31 0.00 52 0.99 -5.56 0.00 0.00 0.16 -0.21 0.00 0.00 53 0.92 -5.61 0.00 0.00 0.23 -7.78 5.31 0.00 54 0.99 -5.56 0.00 0.00 0.16 -0.21 0.00 0.00 55 -0.23 -3.97 0.00 0.00 -0.92 -9.41 5.31 0.00 56 -0.18 -3.94 0.00 0.00 -0.97 -1.83 0.00 0.00 57 -0.23 -3.97 0.00 0.00 -0.92 -9.41 5.31 0.00 58 -0.18 -3.94 0.00 0.00 -0.97 -1.83 0.00 0.00 59 -0.23 -3.97 0.00 0.00 -0.92 -9.41 5.31 0.00 60 -0.18 -3.94 0.00 0.00 -0.97 -1.83 0.00 0.00 61 -9.27 -13.99 0.00 0.00 1.80 -9.93 0.00 0.00 62 -1.80 -9.93 0.00 0.00 9.27 -13.99 0.00 0.00 63 -7.70 -7.13 0.00 0.00 0.23 -3.02 0.00 0.00 64 -0.23 -3.02 0.00 0.00 17.70 -7.13 0.00 0.00 65 -1.58 -12.57 0.00 0.00 3.11 -15.43 7.09 0.00 66 -1.48 -12.51 0.00 0.00 3.01 -5.34 0.00 0.00 67 -3.11 -10.35 0.00 0.00 1.58 -17.65 7.09 0.00 68 -3.04 -10.31 0.00 0.00 1.51 -7.54 0.00 0.00 69 2.92 5.43 0.00 0.00 -3.02 5.48 0.00 0.00 70 3.02 5.48 0.00 0.00 -2.92 5.43 0.00 0.00 71 2.97 5.46 0.00 0.00 -2.97 5.35 0.15 0.00 72 2.97 5.46 0.00 0.00 -2.97 5.56 0.00 0.00 73 5.85 10.84 0.00 0.00 -5.92 10.88 0.00 0.00 74 5.92 10.88 0.00 0.00 -5.85 10.84 0.00 0.00 75 2.93 5.44 0.00 0.00 -3.01 5.48 0.00 0.00 76 3.01 5.48 0.00 0.00 -2.93 5.44 0.00 0.00 77 5.88 10.86 0.00 0.00 -5.88 10.78 0.11 0.00 78 5.89 10.86 0.00 0.00 -5.89 10.94 0.00 0.00 79 2.97 5.46 0.00 0.00 -2.97 5.38 0.11 0.00 80 2.97 5.46 0.00 0.00 -2.97 5.54 0.00 0.00 81 1.09 2.07 0.00 0.00 -1.19 2.12 0.00 0.00 82 1.19 2.12 0.00 0.00 -1.09 2.07 0.00 0.00 83 1.14 2.09 0.00 0.00 -1.14 1.99 0.15 0.00 84 1.14 2.09 0.00 0.00 -1.14 2.20 0.00 0.00 DEFLECTIONS ------------------------------ . Lateral Defl Load @ Top Of Col Vert Defl - Left Right @ Midspan 1 -0.46 0.49 -1.87 2 -0.49 0.46 -1.87 3 -0.20 0.21 -0.81 4 -0.21 0.20 -0.81 3/8/201y, R ACS-2.Dut f Page 30 of 180 5 -0.20 0.21 -0.81 6 -0.21 0.20 -0.81 7 -0.20 0.21 -0.81 • 8 -0.21 0.20 -0.81 9 -0.20 0.21 -0.81 10 -0.21 0.20 -0.81 11 -0.13 0.14 -0.53 12 -0.14 0.13 -0.53 13 -0.39 0.42 -1.61 14 -0.42 0.39 -1.61 15 -0.20 0.21 -0.81 16 -0.21 0.20 -0.81 17 -0.20 0.21 -0.81 18 -0.21 0.20 -0.81 19 -0.20 0.21 -0.81 20 -0.21 0.20 -0.81 21 0.16 0.18 -0.01 22 -0.18 -0.16 -0.01 23 0.12 0.23 -0.22 24 -0.23 -0.12 -0.22 25 -0.20 -0.13 -0.12 26 -0.21 -0.14 -0.12 27 0.13 0.20 -0.12 28 0.12 0.19 -0.12 29 -0.17 0.44 -1.22 30 -0.44 0.17 -1.22 31 -0.21 0.48 -1.37 32 -0.48 0.21 -1.37 33 -0.46 0.20 -1.30 34 -0.47 0.20 -1.30 35 -0.20 0.46 -1.30 36 -0.21 0.45 -1.30 37 0.02 0.24 -0.42 38 0.02 0.24 -0.42 39 0. 0. -0.42 40 -0.2424 -0.0202 -0.42 41 -0.24 -0.02 -0.42 42 -0.24 -0.02 -0.42 43 -0.01 0.28 -0.57 44 -0.01 0.28 -0.57 45 -0.01 0.28 -0.57 46 -0.28 0.01 -0.57 47 -0.28 0.01 -0.57 48 -0.28 0.01 -0.57 49 -0.25 0.01 -0.50 50 -0.26 0.00 -0.50 51 -0.25 0.01 -0.50 52 -0.26 0.00 -0.50 53 -0.25 0.01 -0.50 54 -0.26 0.00 -0.50 55 -0.01 0.25 -0.50 56 -0.01 0.25 -0.50 57 -0.01 0.25 -0.50 58 -0.01 0.25 -0.50 59 -0.01 0.25 -0.50 60 -0.01 0.25 -0.50 61 0.22 0.12 0.20 62 -0.12 -0.22 0.20 63 0.17 0.17 -0.01 64 -0.17 -0.17 0.01 65 -0.14 -0.18 0.09 66 -0.16 -0.19 0.09 67 0.18 0.14 0.09 68 0.17 0.13 0.09 69 -0.18 0.23 -0.81 70 -0.23 0.18 -0.81 71 -0.21 0.21 -0.81 72 -0.21 0.20 -0.81 73 -0.39 0.42 -1.62 74 -0.42 0.39 -1.62 75 -0.19 0.22 -0.81 76 -0.22 0.19 -0.81 3/S/2o2� R-f ACS-1.O�tt Page 31 of 180 77 -0.41 0.41 -1.62 00 -0.41 0.41 -1.62 -0.21 0.21 -0.81 0 -0.21 0.21 -0.81 81 -0.06 0.10 -0.31 82 -0.10 0.06 -0.31 83 -0.08 0.08 -0.31 84 -0.08 0.08 -0.31 DEFLECTIONS RATIO: ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 405 378 384 2 378 405 384 3 943 879 893 4 879 943 893 5 943 879 893 6 879 943 893 7 943 879 893 8 879 943 893 9 943 879 893 10 879 943 893 11 1430 1334 1355 12 1334 1430 1355 13 473 441 448 14 441 473 448 15 943 879 893 16 879 943 893 17 943 879 893 879 943 893 943 879 893 20 879 943 893 21 1126 1048 48279 22 1048 1126 48280 23 1562 816 3342 24 816 1562 3342 25 933 1451 5945 26 884 1322 6019 27 1451 933 5945 28 1573 989 6007 29 1062 417 591 30 417 1062 591 31 884 385 525 32 385 884 525 33 403 910 554 34 397 950 555 35 910 403 554 36 879 410 555 37 8044 779 1721 38 8044 779 1721 39 8044 779 1721 40 779 8044 1721 41 779 8044 1721 42 779 8044 1721 43 15612 674 1265 44 15612 674 1265 45 15612 674 1265 46 674 15608 1265 47 674 15608 1265 48 674 15608 1265 49 731 36003 1446 7 144 73131 36004 36004 14466 52 708 47450 1449 53 731 36005 1446 54 708 47450 1449 55 36015 731 1446 3�8�201 j R f DCS-1.out Page 32 of 180 56 14799 755 1448 57 36016 731 1446 58 14799 755 1448 • 59 36016 731 1446 60 14799 755 1448 61 855 1522 3648 62 1522 855 3648 63 1085 1079 99999 64 1079 1085 99999 65 1289 1028 7895 66 1196 961 7765 67 1028 1289 7895 68 1088 1398 7786 69 1003 818 884 70 818 1003 884 71 901 901 884 72 898 905 884 73 473 436 445 74 436 473 445 75 976 836 884 76 836 976 884 77 454 454 445 78 453 455 445 79 901 901 884 80 898 904 884 81 3162 1858 2297 82 1858 3162 2297 83 2341 2341 2297 84 2316 2367 2298 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- i Live Vertical -1.06 677. 180. Total Vertical 1 -1.87 384. 180. Horizontal Drift 1 0.49 378. 60. Horizontal Spring Constant= 4.82 k/in P-DELTA: (Direct Analysis) --------------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0487 Right 0.0487 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 1 0.47 0.49 1.04 ENDWALL VERTICAL DEFLECTION: Column --Vertical_Down(in)- ---Vertical_Up(in)-- Locate Use Load Deflect Limit Load Deflect Limit ------- ------ ---- ------- ----- ---- ------- ----- 5.00 Column 1 0.19 0.00 66 0.05 0.00 • 15.00 Stub 1 1.08 3.50 66 0.15 3.50 25.00 Stub 1 1.80 3.50 62 0.20 3.50 35.00 Stub 2 1.77 3.50 61 0.20 3.50 45.00 Stub 2 0.99 3.50 67 0.14 3.50 55.00 Column 2 0.13 0.00 67 0.04 0.00 Page 34 of 180 SPLICE PLATE&BOLT TABLE E BER TABLE eb De th e P 0te Outside Flange Inside Flchge Mork otY Bol Int Type Dia Len lh Width Thick Length Mark Length Start End Thick Len th x Thk x Len th x Thk x Len lh w p RF2-1 15-558 20.020.0 0.135 13-578 6x516 x15-5 6X516 x 3-578 �w SP-1 4 4 2 A121 3/4" 2 1I4' 6 t/2: 2--8° 20,0/20.0 0.135 2'-1 1 4' 6 x 1/M1°x 2'-5 1/4' SP-2 4 4 0 A325 3/4 2 1/4 6' 1/2 1-11 5/8' RF2-2 28'-5 1 4 24:0/21,5 0.188 8'-10 1//4' 6 x 1 4"x 8'-4 3/16' 6 x 3 16'x 28'-6 1 4' BASE PLATE TABLE / 21.5/16.0 0.135 19'-ll 15/16" 6 x 3/16"x 19'-11 15/16" / / o< RF2-3 15'-5 5/6 20.0 20.0 0.188 2'-4 1//4 6 x 1/4°x 2'-5 114' 6 x 5/16'x 13'-5 7/8' rn Col Plate Size 20.0 20.0 0.135 13'-5 7 8' 6 x 5 16°x 15--5 o Mark Width Thick Length 04 0 a 13 P-1 8° 3 8" 1'-9 1 2" j �o 17FLANGE BRACES: Both Sidee(U.N.) PBR PK c0 FB zx ) A-A 1 LX14 _ z CORPORATE OMCE 19 H STST12 BUSCHONGON,TX 77079 281-442-8247 6 PORTLAND FACIUTY 214 FOUNTAINHEAD ROAD yp.11118 yyy�1 J0'�7j 7/6' P06155--325R735148 fr 20� bays-6 �V� ` B®J•-8. PBR CCLOa UN1CO .m - \ 4. 16 4P '=41- 44 I) 7 1 16° 2'-7 1 16. 12 3' 2 Fg6P�1� _ - _ FOB Q W`1�2 RF2�1 I I I I � I I _ I I I � I Zz <o c'm 7 C i Son �- I I I I I I � I I LJ I I I I I I I I I I I n I 81/B' BP-1 �1,-8 5/8, 55'-2 1/2- 1'-8 S., BP-I 1/8. CLEAR+- 60'-0'OUT-TO-OUT OF STEE JOB p:49172 F A DRAM BY: BUILDING CROSS SECTION: FRAME LINE 2 DATE: CHKD BY: DATE: SCALE: N.T.5. CROSS SECTION DWC b 3/8/2017 R.f D6S-2.out Page 35 of 180 * 772 Rigid Frame Design Input 3/ 6/2017 9:59am '49172' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 2 'RF ' 20.0000 20.0000 20.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'S' 'C ' 10.00 24.00 'C ' 10.00 24.00 'C ' 10.00 70.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS07 ' 'AISC10' ' ' 'IBC ' '12' 'FBC 14 ' 'A ' *( 5)DESIGN CONSTANTS: * ---Strength-Factor--- ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.7000 *( 6)STEEL YIELDS: * Web Flg C Sec W Sec R Sec P Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- •0 ve Total Total Seis Crane Floor Wind Seis .0 180.0 60.0 50.0 100.0 0.0 60.0 50.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'S' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'Y' 'Y' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 16.0000 8.125 30.0000 23.5000 8.125 60.0000 16.0000 8.125 60.0000 0.0000 8.125 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior_Depth- * Id Start End Dep Locate Depth 1 20.000 20.000 0 2 24.000 16.000 0 3 16.000 24.000 0 4 20.000 20.000 0 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 1 0.0000 'VSS ' 3 1 0.0000 '-EE ' 4 1 0.0000 'VSS ' 0)SEGMENT PLATES: Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 6 1 1 1 0.0000 '--------' 6.000 0.1345 0.3125 0.3125 2 2 2 0.0000 --------' 6.000 0.1875 0.2500 0.1875 2 2 3 19.9948 --------' 6.000 0.1345 0.1875 0.1875 3/8/201�- RfDEs-2.Dut Page 36 of 180 3 3 4 19.9948 --------' 6.000 0.1345 0.1875 0.1875 3 3 5 0.0000 --------' 6.000 0.1875 0.2500 0.1875 • 4 4 6 0.0000 --------' 6.000 0.1345 0.3125 0.3125 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mein Locate Start End Thick Width OS Flg IS Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: • *Surf Bay No. * Id Type Part Depth Proj Lap Id Girt Locate 1 'ZB' '8Z15 8.000 0.000 1.2917 3 3 4.0000 8.0000 12.0000 4 'ZB' 18Z16 8.000 0.000 1.2917 2 3 4.0000 8.0000 12.0000 *(20)ROOF PURLIN: *Surf No. Peak No. -Purlin Set- Id Type Part Depth Proj Lap Purlin Space Sets Space Quan 2 'ZB' 18Z16 18.000 0.000 1.5833 9 1.0000 4 3.0000 1 2.5898 1 3.6667 5 3.0000 2 3 'ZB' 18Z16 18.000 0.000 1.5833 9 1.0000 4 3.0000 2 3.6667 5 2.5898 1 3.0000 1 *(21)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 1 3 '-' 2 4 1 '-' 4 -' 6 -' 9 -' 3 4 1 -' 4 -' 6 -' 9 -' 4 1 3 -' *(22)SIDEWALL EXTENSIONS: *Surf Ext --------Extension-Size------- ------Facia Size------ Load * Id No. Id Type Elev Width Slope Elev Height Slope Width 1 0 4 0 s/g/2oz� R fees-2.out Page 37 of 180 *(23)EXTENSION LOADS: * t Dead Collat Live Snow Rain ----Windt--- ----Windt--- Long Wind Facia Wind Seis Load Load Load Load Load Left Right Left Right 1 2 Left Right Load *(24)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.00 3.00 12.00 0.00 0.0 53.17 1.00 0.28 1.00 0.0 *(25)BASIC LOAD AT EAVE: *Seismic Weak Axis L Weak Axis R --Torsion-- -EW Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(26)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.30 -0.55 0.66 -0.19 -0.63 -0.63 0.00 2 -0.87 -0.61 -0.51 -0.25 -0.87 -0.55 0.00 3 -0.61 -0.87 -0.25 -0.51 -0.55 -0.87 0.00 4 -0.55 0.30 -0.19 0.66 -0.63 -0.63 0.00 *(27)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 11.81 8.46 0.21 0.15 Left Column 0.00 0.00 0.00 0.00 Right Column *(28)DESIGN LOADS:Strength * --------------------Load-Coefficients------------------- ---Live--- -Add-Snow- --Wind 1-- --Wind 2-- Long-Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe 01 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 16 1.00 1.00 0.00 0..00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3/g/�o2} R fees-2.out Page 38 of 180 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 40 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0. 00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 3/8/201� R-�ACS-2.o�tt Page 39 of 180 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0. 00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 00 69 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 00 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 • 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0. 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0. 00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 *(29)DESIGN LOADS:Deflection * --------------------Load-Coefficients------------------- ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe ff 0 *(30)DESIGN LOADS:Special * --------------------Load-Coefficients------------------- *Load ---Live--- -Add-Snow- --Wind 1-- --Wind_2-- Long Wind -Seismic- Aux-Load s/8/2o2� R files-2.out Page 40 of 180 *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tra n Temp Id Coeff 8 85 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210 0 0.00 0 0.00 86 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.1 0 0.00 0 0.00 87 'EP' '---------' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.5 7 0.00 0 0.00 88 'EP' '---------' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.5 7 0.00 0 0.00 89 'EP' '-- ' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.5 7 0.00 0 0.00 90 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.5 7 0.00 0 0.00 91 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.1 0 0.00 0 0.00 92 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.1 0 0.00 0 0.00 *(31)AUXILIARY LOAD: * Aux No. Add Add Comb *No. Id Name Loads Id Coeff 0 *(32)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Load Type W1 W2 D12 Dll Dist 0 *(33)FLOOR BEAMS: * Bay Con-Type Con_Loc --Properties-- Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(34)DIAGONAL BRACING: • *Bay * Id No. Id Level Opt Area 1 0 *(35)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(36)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option Id Line Frame_Line_Id 'OMF' 11 ' ' 1 2 *(37)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- *No. Type Id Width Thick Dia Gage Row Space Row Space 11 'WEB_KNEE' 1 0.00 0.1875 0.000 0.00 0 0.00 0 0.00 'FLG_KNEE' 1 6.00 0.2500 0.000 0.00 0 0.00 0 0.00 'WEB_KNEE' 2 0.00 0.1875 0.000 0.00 0 0.00 0 0.00 'FLG_KNEE' 2 6.00 0.2500 0.000 0.00 0 0.00 0 0.00 'STIFF_D ' 0 3.00 0.2500 0.000 0.00 0 0.00 0 0.00 'STIFF_D ' 0 3.00 0.2500 0.000 0.00 0 0.00 0 0.00 'SPLICE 1 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'SPLICE 2 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'SPLICE 3 6.00 0.5000 0.750 3.50 2 0.00 2 0.00 'BASE ' 1 8.00 0.3750 0.750 4.00 2 0.00 0 0.00 'BASE T 2 8.00 0.3750 0.750 4.00 2 0.00 0 0.00 *(38)SPECIAL FAB DATA * Piece *No. Id Key 0 *(39)ENDWALL COLUMNS: 3/8/20:L7 R f DCS-2.0Ltt Page 41 of 180 *Wall Expand_EW Max Deflect Use Offset No. Locate Offset Option Down Up N ' 14.000 0 'Y ' 14.000 0 *(40)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 *(41)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(42)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_l--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDLI 1 2 2 30.0000 1.000 30.9233 0.706 'WINDR1 13 2 0.9233 0.706 30.9233 1.000 'WINDL2 12 2 30.0000 1.000 30.9233 0.499 'WINDR2 ' 3 2 0.9233 0.499 30.9233 1.000 *(43)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(44)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux Description *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * * Code files used: * FL_FBC.14N * RF_IBC.12N Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 WC 16.0 W 20.0 0 0 * 2 1 C 30.0 C 30.0 1 0 * 3 1 C 30.0 C 30.0 1 0 * 4 1 WC 16.0 W 20.0 0 0 49172 Frame 2 - Design Code 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Old Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Frame 2 - Base Plates and Anchor Bolt 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- s/8/�oz� tzfpes-2.out Page 42 of 180 DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 2.50 (ksi ) Bolt Shear Stress = 11.60 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column-Base(in)--- --Plate_Size(in)-- --Bolts(A36 )- -Shear(k )- Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- Left P 20.6 0.0 8.0 21.50 0.375 2 0.750 4.00 20.5 0.47 Right P 20.6 0.0 8.0 21.50 0.375 2 0.750 4.00 20.5 0.47 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max Comp- Tens Shear -Max Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 2 11.2 65 -18.5 7.3 61 9.6 61 9.6 -14.9 Right 1 11.2 62 -14.9 9.6 62 9.6 62 9.6 -14.9 WELDS: Outside_Flange_To_Base Inside_Flange_To Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 Fl 1.54 2.78 0.188 F2 0.77 2.78 0.188 F2 0.24 2.78 Right 0.188 Fl 1.24 2.78 0.188 F2 0.62 2.78 0.188 F2 0.24 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 61 - 0.6Dead+0.6Wind Leftl 62 - 0.6Dead+0.6Wind_Rightl 65 - 0.6Dead+0.6Wind Longl 49172 Frame 2 - Bolted-End-Plates 3/ 6/2017 12:42pm DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Pre-Tensioned Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VSS 1- 2 24.00 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 1 2 -EE 2- 3 16.49 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 0 3 VSS 3- 4 24.00 6.0 0.500 0.750 3.50 3.50 2 4.00 2 4.00 1 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt 3/8/2017 R fAes-2.out Page 43 of 180 Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC - --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- •VSS Top 2 5.6 10.2 79.2 2 5.6 10.2 79.2 0.499 0.518 0.48 Bot 61 -6.8 -14.2 -110.3 61 -6.8 -14.2 -110.3 0.499 0.611 0.66 2 -EE Top 61 -10.6 0.5 19.6 66 -12.5 2.0 11.7 0.255 0.343 0.21 Bot 1 5.6 -0.1 -24.1 34 -5.0 1.5 -9.3 0.282 0.380 0.26 3 VSS Top 1 5.6 -10.2 79.2 1 5.6 -10.2 79.2 0.499 0.518 0.48 Bot 62 -6.8 14.2 -110.3 62 -6.8 14.2 -110.3 0.499 0.611 0.66 Splice Splice ------Top_Bolts------ ----Bottom-Bolts----- Id Typ Length Row Edge Space Space2 Row Edge Space Space2 ------ ------ --- ---- ----- ------ --- ---- ----- ------ 1 VSS 31.22 2 1.50 4.00 3.50 2 1.50 4.00 3.50 2 -EE 23.68 2 1.50 4.00 3.50 2 1.50 4.00 3.50 3 VSS 31.22 2 1.50 4.00 3.50 2 1.50 4.00 3.50 WELDS: Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.188 F2 2.37 2.78 0.188 F2 2.66 2.78 0.188 F2 0.30 2.78 1 R 0.188 F2 2.31 2.78 0.188 F2 2.66 2.78 0.188 F2 0.30 2.78 2 L 0.188 F2 0.90 2.78 0.188 F2 1.10 2.78 0.188 F2 0.06 2.78 2 R 0.188 F2 0.90 2.78 0.188 F2 1.10 2.78 0.188 F2 0.06 2.78 3 L 0.188 F2 2.31 2.78 0.188 F2 2.66 2.78 0.188 F2 0.30 2.78 3 R 0.188 F2 2.37 2.78 0.188 F2 2.66 2.78 0.188 F2 0.30 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 34 - Dead+Collateral+0.75Live-0.45Wind_Longl 61 - 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind_Rightl 66 - 0.6Dead-0.6Wind Longl -------------------------------------------------------------------------------- 49172 Frame 2 - Bearing Stiffeners 3/ 6/2017 12:42pm Stiffener Yield = 55.0 (ksi ) Corner Cut = 0.50 (in) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 20.00 0.188 3.00 0.250 20.00 1 Rt Col 60.0 20.00 0.188 3.00 0.250 20.00 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 61 33.5 41.2 2 24.2 70.1 0.81 Rt Col 62 33.5 41.2 1 24.2 70.1 0.81 WELDS: ---Stiff_To_Flg/EP--- -----Stiff-To Web---- Stiffener Shear(k/in ) Shear(k/in ) Oration Size Typ Calc Limit Size Typ Calc Limit Lt Col 0.250 F2 3.35 3.71 0.188 F1 0.62 2.78 Rt Col 0.250 F2 3.35 3.71 0.188 Fl 0.62 2.78 3/8/2011 RfDCS-2.Dut Page 44 of 180 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 0 61 - 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind Rightl -------------------------------------------------------------------------------- 49172 Frame 2 - Transverse Stiffeners 3/ 6/2017 12:42pm Stiffener Yield = 55.0 (ksi ) Stiffeners on both sides of frame web STIFFENER SIZE: -Surface- -Plate-Size- Web Web ---Area-- ---Ixx--- Id Offset Width Thick Thick Depth Space Kv Cv Req Calc Req Calc -- ------ ----- ----- ----- ----- ----- ---- ---- ---- ---- ---- ---- 1 Lt Col 3.0 0.250 0.188 20.0 12.4 18.07 1.00 0.00 1.50 0.37 4.94 4 Rt Col 3.0 0.250 0.188 20.0 12.4 18.07 1.00 0.00 1.50 0.37 4.94 -------------------------------------------------------------------------------- 49172 Frame 2 - Flange Braces 3/ 6/2017 12:42pm DESIGN CONSTANTS: ----------------- Flange Brace Yield = 57.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A307 (0 Washers) Bolt Shear Stress = 13.50 ksi Flange Brace Force Inside flange, max of bending compression/tension LAYOUT: Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 3 1 L2X2X14 1 20.00 26.00 49.6 31.70 0.500 0.500 Clip Web 2 1 1 L2X2X14 2 23.66 26.00 45.0 34.14 0.500 0.500 Clip Web 4 1 L2X2X14 3 20.88 26.00 48.5 32.19 0.500 0.500 Clip Web 6 1 L2X2X14 3 18.84 26.00 51.4 30.88 0.500 0.500 Clip Web 9 1 L2X2X14 3 16.14 26.00 55.5 29.27 0.500 0.500 Clip Web 3 1 1 L2X2X14 4 16.14 26.00 55.5 29.27 0.500 0.500 Clip Web 4 1 L2X2X14 4 18.84 26.00 51.4 30.88 0.500 0.500 Clip Web 6 1 L2X2X14 4 20.88 26.00 48.5 32.19 0.500 0.500 Clip Web 9 1 L2X2X14 5 23.66 26.00 45.0 34.14 0.500 0.500 Clip Web 4 3 1 L2X2X14 6 20.00 26.00 49.6 31.70 0.500 0.500 Clip Web DESIGN: Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 1 3 61 1.27 0.63 0.35 0.48 0.69 2 1 61 0.80 0.41 0.22 0.30 0.50 4 68 0.19 0.09 0.05 0.07 0.12 6 66 0.41 0.20 0.11 0.15 0.25 9 1 0.34 0.16 0.09 0.13 0.21 3 1 2 0.34 0.16 0.09 0.13 0.21 4 68 0.41 0.20 0.11 0.15 0.25 6 66 0.19 0.09 0.05 0.07 0.12 9 62 0.80 0.41 0.22 0.30 0.50 4 3 62 1.27 0.63 0.35 0.48 0.79 • LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 3/8/201�- R-�ACS-2.D�tt Page 45 of 180 61 - 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind Rightl 166 - 0.6Dead-0.6Wind_Longl 8 - 0.6Dead-0.6Wind Long2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Frame 2 - Web To Flange Weld 3/ 6/2017 12:42pm ---Web-Flange-Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 61 9.4 19.0 477 0.188 F1 0.38 2.78 2 2 2 9 61 12.0 17.2 598 0.188 Fl 0.35 2.78 2 2 3 17 61 7.3 12.2 376 0.188 F1 0.24 2.78 3 3 4 46 62 7.3 12.2 376 0.188 F1 0.24 2.78 3 3 5 54 62 12.0 17.2 598 0.188 F1 0.35 2.78 4 4 6 62 62 9.4 19.0 477 0.188 F1 0.38 2.78 LOAD COMBINATIONS: ------------------ 61 - 0.6Dead+0.6wind Leftl 62 - 0.6Dead+0.6Wind Rightl 49172 Frame 2 - Design Summary 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FRAME: Id = 2 Type = RF Line Id = 2 *ad Width= 20.00 Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max-Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 15.5 6.0 20.0 20.0 0.134 0.313 0.313 1 61 0.95 8 61 0.86 8 61 0.83 108 2 2 2 9.0 6.0 24.0 21.5 0.188 0.250 0.188 9 61 0.55 9 61 0185 9 2 1.00 112 2 2 3 20.0 6.0 21.5 16.0 0.134 0.188 0.188 17 61 0.81 28 1 0.64 24 66 0.57 112 3 3 4 20.0 6.0 16.0 21.5 0.134 0.188 0.188 46 62 0.81 35 2 0.64 39 68 0.58 112 3 3 5 9.0 6.0 21.5 24.0 0.188 0.250 0.188 54 62 0.55 54 62 0.85 54 1 1.00 112 4 4 6 15.5 6.0 20.0 20.0 0.134 0.313 0.313 62 62 0.95 55 62 0.86 55 62 0.83 108 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1#- Dead+Collateral+Live 2#- Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide Snow 1 - Dead !12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collatera1+0.75Snow 16 - Dead+Collateral+0.75Snow 3/8/2027 Page 46 of 180 17 - Dead+Collateral+0.75Snow+0.75Snow Drift 18 - Dead+Collateral+0.75Snow+0.75Snow Drift 19 - Dead+Collateral+0.75Snow+0.75Slide—_Snow • 20 - Dead+Collateral+0.75Snow+0.75Slide Snow 21 - Dead+0.6Wind_Le£tl 22 - Dead+0.6Wind_Rightl 23 - Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Longl 26 - Dead-0.6Wind_Longl 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind Leftl 30 - Dead+Collateral+0.75Live+0.45Wind_Rightl 31 - Dead+Collateral+0.75Live+0.45Wind Left2 32 - Dead+Collateral+0.75Live+0.45Wind Right2 33 - Dead+Collateral+0.75Live+0.45Wind Longl 34 - Dead+Collateral+0.75Live-0.45Wind_Longl 35 - Dead+Collateral+0.75Live+0.45Wind Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind Leftl 38 - Dead+Collateral+0.75Snow+0.45Wind Leftl+0.75Snow Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Slide_Snow 40 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 41 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind Rightl+0.75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind Left2+0.75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind Right2+0.75Snow Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Longl 50 - Dead+Collateral+0.75Snow-0.45Wind_Longl 51 - Dead+Collateral+0.75Snow+0.45Wind Longl+0.75Snow Drift • 52 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Snow Drift 53 - Dead+Collateral+0.75Snow+0.45Wind Longl+0.75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind Long2 57 - Dead+Collateral+0.75Snow+0.45Wind Long2+0.75Snow Drift 58 - Dead+Collateral+0.75Snow-0.45Wind Long2+0.75Snow Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61#- 0.6Dead+0.6Wind Leftl 62#- 0.6Dead+0.6Wind_Rightl 63 - 0.6Dead+0.6Wind Left2 64 - 0.6Dead+0.6Wind_Right2 65 - 0.6Dead+0.6Wind_Longl 66#- 0.6Dead-0.6Wind Longl 67 - 0.6Dead+0.6Wind_Long2 68#- 0.6Dead-0.6Wind Long2 69 - 1.O1Dead+1.OlCollateral+0.7Seismic 70 - 1.O1Dead+l.OlCollateral-0.7Seismic 71 - 1.O1Dead+1.01Collateral+0.7Seismic Long 72 - 1.O1Dead+1.01Collateral-0.7Seismic Long 73 - 1.O1Dead+1.OlCollateral+0.75Live+0 53Seismic 74 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic 75 - 1.O1Dead+l.OlCollateral+0.53Seismic 76 - 1.O1Dead+l.OlCollateral-0.53Seismic 77 - 1.OlDead+1.OlCollateral+0.75Live+0.53Seismic Long 78 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic_Long 79 - 1.O1Dead+1.OlCollateral+0.53Seismic Long 80 - 1.OlDead+l.OlCollateral-0.53Seismic_Long 81 - 0.59Dead+0.7Seismic 82 - 0.59Dead-0.7Seismic 83 - 0.59Dead+0.7Seismic Long 84 - 0.59Dead-0.7Seismic Long 85 - 1.O1Dead+l.OlCollateral+2.1Seismic is 86 - 1.OlDead+l.OlCollateral-2.1Seismic 87 - 1.O1Dead+1.OlCollateral+0.75Live+1.57Seismic 88 - 1.O1Dead+1.OlCollateral+0.75Live-1.57Seismic s/g/2o2� R fAes- .out Page 47 of 180 89 - 1.OlDead+1.OlCollateral+1.57Seismic 90 - 1.OlDead+l.OlCollateral-1.57Seismic 01 - 0.59Dead+2.lSeismic 92 - 0.59Dead-2.lSeismic PLATE LIMITS: ------------- -----Web---- -----Flange---- Web-Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 148.7 242.8 9.6 0.313 0.134 1.4 10.0 2 128.0 242.8 16.0 0.188 0.188 4.0 10.0 3 159.0 242.8 16.0 0.188 0.134 2.6 10.0 4 159.0 242.8 16.0 0.188 0.134 2.6 10.0 5 128.0 242.8 16.0 0.188 0.188 4.0 10.0 6 148.7 242.8 9.6 0.313 0.134 1.4 10.0 FRAME AREA: Frame Area= 150.75 Building Area= 1185.00 Ratio= 0.13 WEIGHTS: Member 1 2 3 4 ---------- ----- ----- ----- ----- Weight (lb) 339 532 532 339 Total Weight (lb) Frame = 1744 • Splice Plate = 146 Base Plate = 37 Trans Stiff = 34 1961 REACTIONS: (Sidewall Columns) ----------'-------------------- Load ----------Left-Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 5.65 11.15 0.00 0.00 -5.65 11.18 0.00 0.00 2 5.65 11.18 0.00 0.00 -5.65 11.15 0.00 0.00 3 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 4 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 5 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 6 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 7 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 8 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 9 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 10 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 11 0.93 2.11 0.00 0.00 -0.93 2.11 0.00 0.00 12 0.93 2.11 0.00 0.00 -0.93 2.11 0.00 0.00 13 4.72 9.38 0.00 0.00 -4.72 9.35 0.00 0.00 14 4.72 9.35 0.00 0.00 -4.72 9.38 0.00 0.00 15 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 16 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 17 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 18 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 0 19 1.90 3.97 0.00 0.00 -1.90 3.96 0.00 0.00 20 1.90 3.96 0.00 0.00 -1.90 3.97 0.00 0.00 21 -9.21 -14.04 0.00 0.00 1.74 -9.92 0.00 0.00 22 -1.74 -9.92 0.00 0.00 9.21 -14.04 0.00 0.00 23 -7.80 -7.18 0.00 0.00 0.33 -3.00 0.00 0.00 24 -0.33 -3.00 0.00 0.00 7.80 -7.18 0.00 0.00 3/8/2017 RfDCS-2.0ut Page 48 of 180 25 -1.51 -17.68 7.09 0.00 3.04 -10.36 0.00 0.00 26 -1.52 -7.52 0.00 0.00 3.05 -10.36 0.00 0.00 27 -3.04 -15.43 7.09 0.00 1.51 -12.61 0.00 0.00 • 28 -3.02 -5.29 0.00 0.00 1.49 -12.59 0.00 0.00 29 -2.82 -2.78 0.00 0.00 -2.78 0.38 0.00 0.00 30 2.78 0.38 0.00 0.00 2.82 -2.78 0.00 0.00 31 -1.80 2.37 0.00 0.00 -3.81 5.56 0.00 0.00 32 3.81 5.56 0.00 0.00 1.80 2.37 0.00 0.00 33 2.94 -5.45 5.31 0.00 -1.80 -0.01 0.00 0.00 34 2.93 2.17 0.00 0.00 -1.78 -0.02 0.00 0.00 35 1.80 -3.82 5.31 0.00 -2.94 -1.64 0.00 0.00 36 1.80 3.79 0.00 0.00 -2.95 -1.64 0.00 0.00 37 -5.68 -8.17 0.00 0.00 0.07 -5.04 0.00 0.00 38 -5.68 -8.17 0.00 0.00 0.07 -5.04 0.00 0.00 39 -5.68 -8.17 0.00 0.00 0.07 -5.04 0.00 0.00 40 -0.07 -5.04 0.00 0.00 5.68 -8.17 0.00 0.00 41 -0.07 -5.04 0.00 0.00 5.68 -8.17 0.00 0.00 42 -0.07 -5.04 0.00 0.00 5.68 -8.17 0.00 0.00 43 -4.63 -3.01 0.00 0.00 -0.97 0.14 0.00 0.00 44 -4.63 -3.01 0.00 0.00 -0.97 0.14 0.00 0.00 45 -4.63 -3.01 0.00 0.00 -0.97 0.14 0.00 0.00 46 0.97 0.14 0.00 0.00 4.63 -3.01 0.00 0.00 47 0.97 0.14 0.00 0.00 4.63 -3.01 0.00 0.00 48 0.97 0.14 0.00 0.00 4.63 -3.01 0.00 0.00 49 0.09 -10.87 5.31 0.00 1.05 -5.40 0.00 0.00 50 0.09 -3.25 0.00 0.00 1.06 -5.40 0.00 0.00 51 0.09 -10.87 5.31 0.00 1.05 -5.40 0.00 0.00 52 0.09 -3.25 0.00 0.00 1.06 -5.40 0.00 0.00 53 0.09 -10.87 5.31 0.00 1.05 -5.40 0.00 0.00 54 0.09 -3.25 0.00 0.00 1.06 -5.40 0.00 0.00 55 -1.05 -9.21 5.31 0.00 -0.09 -7.06 0.00 0.00 56 -1.04 -1.60 0.00 0.00 -0.10 -7.05 0.00 0.00 57 -1.05 -9.21 5.31 0.00 -0.09 -7.06 0.00 0.00 58 -1.04 -1.60 0.00 0.00 -0.10 -7.05 0.00 0.00 59 -1.05 -9.21 5.31 0.00 -0.09 -7.06 0.00 0.00 • 60 -1.04 -1.60 0.00 0.00 -0.10 -7.05 0.00 0.00 61 -9.59 -14.88 0.00 0.00 2.12 -10.77 0.00 0.00 62 -2.12 -10.77 0.00 0.00 9.59 -14.88 0.00 0.00 63 -8.18 -8.02 0.00 0.00 0.71 -3.85 0.00 0.00 64 -0.71 -3.85 0.00 0.00 8.18 -8.02 0.00 0.00 65 -1.89 -18.53 7.09 0.00 3.42 -11.20 0.00 0.00 66 -1.89 -8.37 0.00 0.00 3.43 -11.20 0.00 0.00 67 -3.42 -16.27 7.09 0.00 1.89 -13.45 0.00 0.00 68 -3.40 -6.13 0.00 0.00 1.86 -13.44 0.00 0.00 69 1.87 3.98 0.00 0.00 -1.97 4.03 0.00 0.00 70 1.97 4.03 0.00 0.00 -1.87 3.98 0.00 0.00 71 1.92 3.90 0.15 0.00 -1.92 4.00 0.00 0.00 72 1.92 4.11 0.00 0.00 -1.92 4.00 0.00 0.00 73 4.70 9.38 0.00 0.00 -4.77 9.42 0.00 0.00 74 4.77 9.42 0.00 0.00 -4.70 9.38 0.00 0.00 75 1.88 3.98 0.00 0.00 -1.96 4.02 0.00 0.00 76 1.96 4.02 0.00 0.00 -1.88 3.98 0.00 0.00 77 4.73 9.32 0.11 0.00 -4.73 9.40 0.00 0.00 78 4.73 9.48 0.00 0.00 -4.73 9.40 0.00 0.00 79 1.92 3.92 0.11 0.00 -1.92 4.00 0.00 0.00 80 1.92 4.08 0.00 0.00 -1.92 4.00 0.00 0.00 81 0.50 1.22 0.00 0.00 -0.60 1.27 0.00 0.00 82 0.60 1.27 0.00 0.00 -0.50 1.22 0.00 0.00 83 0.55 1.14 0.15 0.00 -0.55 1.24 0.00 0.00 84 0.55 1.35 0.00 0.00 -0.55 1.24 0.00 0.00 DEFLECTIONS : ------------------------------ Lateral Defl Load @Top Of Col Vert Deal • Id Left Right @ Midspan- - - 1 -0.38 0.41 -1.58 2 -0.41 0.38 -1.58 3 -0.14 0.13 -0.53 3/g/�.oz�- R.fpes-2.out Page 49 of 180 4 -0.13 0.14 -0.53 5 -0.14 0.13 -0.53 -0.13 0.14 -0.53 7 -0.14 0.13 -0.53 8 -0.13 0.14 -0.53 9 -0.14 0.13 -0.53 10 -0.13 0.14 -0.53 11 -0.07 0.06 -0.26 12 -0.06 0.07 -0.26 13 -0.34 0.32 -1.32 14 -0.32 0.34 -1.32 15 -0.14 0.13 -0.53 16 -0.13 0.14 -0.53 17 -0.14 0.13 -0.53 18 -0.13 0.14 -0.53 19 -0.14 0.13 -0.53 20 -0.13 0.14 -0.53 21 0.22 0.10 0.25 22 -0.10 -0.22 0.25 23 0.18 0.15 0.05 24 -0.15 -0.18 0.05 25 -0.12 -0.20 0.16 26 -0.13 -0.20 0.16 27 0.20 0.12 0.16 28 0.20 0.12 0.16 29 -0.11 0.36 -0.93 30 -0.36 0.11 -0.93 31 -0.14 0.40 -1.09 32 -0.40 0.14 -1.09 33 -0.38 0.13 -1.00 34 -0.38 0.13 -1.00 35 -0.13 0.38 -1.00 36 -0.13 0.38 -1.00 37 0.09 0.16 -0.14 0.09 0.16 -0.14 0.09 0.16 -0.14 40 -0.16 -0.09 -0.14 41 -0.16 -0.09 -0.14 42 -0.16 -0.09 -0.14 43 0.05 0.20 -0.30 44 0.05 0.20 -0.30 45 0.05 0.20 -0.30 46 -0.20 -0.05 -0.30 47 -0.20 -0.05 -0.30 48 -0.20 -0.05 -0.30 49 -0.18 -0.06 -0.22 50 -0.18 -0.07 -0.22 51 -0.18 -0.06 -0.22 52 -0.18 -0.07 -0.22 53 -0.18 -0.06 -0.22 54 -0.18 -0.07 -0.22 55 0.06 0.18 -0.22 56 0.06 0.18 -0.22 57 0.06 0.18 -0.22 58 0.06 0.18 -0.22 59 0.06 0.18 -0.22 60 0.06 0.18 -0.22 61 0.25 0.08 0.36 62 -0.08 -0.25 0.36 63 0.20 0.13 0.15 64 -0.13 -0.20 0.15 65 -0.10 -0.22 0.26 66 -0.10 -0.22 0.26 67 0.22 0.10 0.26 68 0.22 0.10 0.26 69 -0.11 0.15 -0.53 -0.15 0.11 -0.53 -0.13 0.13 -0.53 0 02 -0.13 0.13 -0.53 73 -0.31 0.35 -1.32 74 -0.35 0.31 -1.32 75 -0.12 0.15 -0.53 s�g�2o1 j R.f Des-2.0 ut Page 50 of 180 76 -0.15 0.12 -0.53 77 -0.33 0.33 -1.32 78 -0.33 0.33 -1.32 79 -0.13 0.13 -0.53 40 80 -0.13 0.13 -0.53 81 -0.02 0.06 -0.15 82 -0.06 0.02 -0.15 83 -0.04 0.04 -0.15 84 -0.04 0.04 -0.15 DEFLECTIONS RATIO: ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 488 453 455 2 453 488 455 3 1352 1466 1361 4 1466 1352 1361 5 1352 1466 1361 6 1466 1352 1361 7 1352 1466 1361 8 1466 1352 1361 9 1352 1466 1361 10 1466 1352 1361 11 2763 3016 2789 12 3016 2763 2789 13 543 586 546 14 586 543 546 15 1352 1466 1361 16 1466 1352 1361 17 1 1 1361 • 18 1466466 1352352 1361 19 1352 1466 1361 20 1466 1352 1361 21 828 1820 2841 22 1820 828 2841 . 23 1046 1216 14872 24 1216 1046 14872 25 1487 950 4528 26 1471 944 4552 27 950 1487 4528 28 949 1486 4545 29 1759 511 771 30 511 1759 771 31 1315 462 662 32 462 1315 662 33 489 1445 717 34 487 1464 716 35 1445 489 717 36 1433 490 716 37 2136 1144 4975 38 2136 1144 4975 39 2136 1144 4975 40 1144 2136 4975 41 1144 2136 4975 42 1144 2136 4975 43 3611 928 2410 44 3611 928 2410 45 3611 928 2410 46 928 3611 2410 47 928 3611 2410 48 928 3611 2410 49 103 2864 3339 50 10300 2817 3329 51 1037 2864 3339 52 1030 2817 3329 53 1037 2864 3339 54 1030 2817 3329 s/S/2o2� R files-2.out j Page 51 of 180 55 2864 1037 3339 6 2880 1039 3331 2864 1037 3339 8 2880 1039 3331 59 2864 1037 3339 60 2880 1039 3331 61 745 2458 2020 62 2458 745 2020 63 917 1471 4750 64 1471 917 4750 65 1884 842 2747 66 1862 837 2755 67 842 1884 2747 68 841 1882 2753 69 1652 1204 1347 70 1204 1652 1347 71 1393 1393 1347 72 1392 1394 1347 73 591 535 543 74 535 591 543 75 1581 1245 1348 76 1245 1581 1348 77 562 562 543 78 561 562 543 79 1393 1393 1347 80 1392 1394 1347 81 10688 3170 4728 82 3170 10688 4728 83 4890 4890 4728 84 4881 4898 4727 MAX DEFLECTION: --------------- Load Deflect Span/Deflect ype Id ---(in) Calc Limit ---- ----- ----- Live Vertical -1.05 686. 180. Total Vertical 2 -1.58 455. 180. Horizontal Drift 1 0.41 453. 60. Horizontal Spring Constant= 4.79 k/in P-DELTA: (Direct Analysis) --------------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0405 Right 0.0405 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 11 0.06 0.07 1.04 Page 52 of 180 SPUCE PLATE d:BOLT TABLE E R R SIZ T BlE MARK MEkIBER LENGIH U Mark olY Bol Ial T e Oia Len lh YAd1h Thick LargIl RF-00 0%12 SP-1 4 0 0 Al2S 5/8; 2 1/2' 6; 1/ 1;-0 3/8' FI-1 1 0%t t w SP-2 4 0 0 A725 5 8 13 4' 6 1 2 1=0 3 8' ¢F BASE PLATE TABLE al Col Plate Sixe 0 Mork Wdlh 1Nck Len th to BP-1 8 3 8 10 1 2 O �a FLANGE BRACES:Bath Sdee(U.NJ FBxaA(11 A- 2%14 N U �Z Z CORPORATE OFFICE 1912 0USCHONG HOUSTON,7%770J9 281-442-8247 PORTLAtB)FACIUTY 214 FOUNTAINHEAD ROAD PORTLAND,IN 37148 615-325-7351 1 611 ifi 10' � qq�- fi ^(T316 Go.PBR,Ctl`Olt UN1C61T'2�0-311 6 0 y.J 1'3• TB100A1, ryF1-01 I •i I 1 I � L-J aI- a� 8 11 BP-1.0 7 8' B•-6' OR j. CLEAR+- '.R W'I B"- L: 1D-0°OUT-T(1-OUT OF STEEL a L. B A BUILDING CROSS SECTION: FRAME LINE 1 2 3 v.T;. CROSS SECTION 9 2oi�/6/6 R fD65-2.Dut Page 53 of 180 0* 72LT Rigid Frame Design Input 4/24/2017 3:04pm )JOBID: '49172LTI *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space Section Splice Web Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 1 'BCE' 25.0000 25.0000 25.0000 2.0000 0.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col-Depth_Opt- -R Col_Depth_Opt- Rafter-Depth-Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' 'R ' 8.00 24.00 'R ' 8.00 24.00 'R ' 10.00 70.00 *( 4)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS07 ' 'AISC10' ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 5)DESIGN CONSTANTS: * ---Strength-Factor--- ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- ive Total Total Seis Crane Floor Wind Seis .0 180.0 60.0 50.0 100.0 0.0 60.0 50.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'S' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'Y' 'Y' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 11.5000 8.125 10.0000 14.0000 8.125 10.0000 0.0000 0.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior-Depth- Id Start End Dep Locate Depth 1 9.450 9.450 0 2 9.450 9.450 0 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VFF ' 10.3078 '-PP ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_F1g IS_Flg 2 1 1 1 0.0000 'W10X12 13.960 0.1900 0.2100 0.2100 2 2 2 0.0000 'W10X12 3.960 0.1900 0.2100 0.2100 INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 2oi�/6/6 R fAeS-1.Dut Page 54 of 180 *(14)INTERIOR COLUMN PLATES: * -Column Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_F1g • *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' - -5.0000 0.0000 - Left Column 2 'P ' '-' -5.0000 0.0000 -' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' 11 0.000 *(18)BASE SPRINGS: * Base --Spring-Constants-- No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay No. * Id Type Part Depth Proj Lap Id Girt Locate 1 1ZB' 18X25C16 8.000 0.000 1.0000 2 1 9.0000 *(20)ROOF PURLIN: *Surf No. Peak No. -Purlin_Set- * Id Type Part Depth Proj Lap Purlin Space Sets Space Quan 2 'ZB' 18Z15 8.000 0.000 3.3333 3 0.5000 2 3.3078 1 3.2500 2 • *(21)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 2 1 '1' 2 '1' *(22)SIDEWALL EXTENSIONS: *Surf Ext --------Extension-Size------- ------Facia-Size------ Load * Id No. Id Type Elev Width Slope Elev Height Slope Width 1 0 3 0 *(23)EXTENSION LOADS: *Ext Dead Collat Live Snow Rain ----Windl--- ----Wind2--- Long-Wind Facia Wind Seis * Id Load Load Load Load Load Left Right Left Right 1 2 Left Right Load *(24)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load-Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.00 3.00 19.90 0.00 0.00 50.36 1.00 0.28 1.00 0.0 *(25)BASIC LOAD AT SAVE: *Seismic Weak-Axis L Weak-Axis R --Torsion-- -EW_Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(26)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long-Wind Surface * Id Left Right Left Right 1 2 Friction • 1 0.30 -0.55 0.66 -0.19 -0.63 -0.63 0.00 2 -0.87 -0.61 -0.51 -0.25 -0.87 -0.87 0.00 *(27)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- 2017/5/5 REAPS-1..Dut Page 55 of 180 * Horz Vert Horz Vert 8 0.72 0.01 0.02 Left Column 2 0.00 0.03 0.00 Right Column *(28)DESIGN LOADS:Strength * -----------------------------------------Load-Coefficients----------------------------------------- ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- Lon g_Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe ff 84 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 21 1.00 0.00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0. 00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 00 is29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 201�/6/6 R-�APS-Y.Du.t Page 56 of 180 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 • 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0. 00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0. 00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0. 00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0. 00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0. 00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0. 00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 000 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0. 00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0. 00 201�/5/5 R fAes-1.out Page 57 of 180 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0. 69 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 0 70 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 71 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 72 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 73 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0. 00 74 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 75 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0. 00 76 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0. 00 77 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 78 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 79 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0. 00 80 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0. 00 81 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0. 00 82 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0. 00 83 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0. 00 84 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0. 00 •)DESIGN LOADS:Deflection * -----------------------------------------Load-Coefficients----------------------------------------- ---Live--- -Add-Snow- --Wind_1-- --Wind_2-- Lon g_Wind -Seismic-- Aux_Lo ad *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coe ff 0 *(30)DESIGN LOADS:Special * -------------------- - Load-Coefficients--------------------------------- ---Live--- -Add-Snow- --Wind 1-- --Wind_2-- Long-Wind -Seismic -- Aux Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tr an Temp Id Coeff 8 85 'EP' '---------' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2. 10 0.00 0 0.00 86 'EP' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2. 10 0.00 0 0.00 87 'EP' ' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 57 0.00 0 0.00 88 'EP- '---------' 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1. 57 0.00 0 0.00 89 'EP' 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 57 0.00 0 0.00 90 'EP- 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1. 57 0.00 0 0.00 91 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2. 10 0.00 0 0.00 92 'EP' '---------' 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2. 10 0.00 0 0.00 O)AUXILIARY LOAD: * No. Add --Add_Comb- *No. Id Name Loads Id Coeff 0 2oz�/s/s R.fpes-i.out Page 58 of 180 *(32)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy Conc • *No. Id Id Load Type W1 W2 Co Dll D12 Dist 0 *(33)FLOOR BEAMS: *Bay Con-Type Con_Loc --Properties-- Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(34)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(35)CRANE BRACKET: * Span ----Crane---- ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No. Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(36)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' 11 ' ' 3 1 2 3 *(37)DESIGN PLATES: * ----Plate--- --Plate-Size- Bolt Bolt ----Top--- --Bottom-- *No. Type Id Width Thick Dia Gage Row Space Row Space 6 'WEB_KNEE' 1 0.00 0.1900 0.000 0.00 0 0.00 0 0.00 'FLG_KNEE' 1 6.00 0.2500 0.000 0.00 0 0.00 0 0.00 'SPLICE 1 6.00 0.5000 0.625 0.00 2 0.00 0 0.00 'SPLICE 2 6.00 0.5000 0.625 0.00 2 0.00 0 0.00 'BASE 1 8.00 0.3750 0.750 4.00 2 0.00 0 0.00 'BASE 2 8.00 0.0000 0.000 0.00 0 0.00 0 0.00 *(38)SPECIAL FAB DATA • * Piece *No. Id Key 0 *(39)ENDWALL COLUMNS: *Wall Expand_EW Max-Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 12.000 0 3 'Y ' 14.000 0 *(40)JACK BEAMS: * S rin p g_Constant *No. Id Offset Height Length Part Horz Vert 0 *(41)LINER: *---Wall_Height--- * F SW B SW. Roof 0.0000 0.0000 'N' *(42)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 0 *(43)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(44)DESIGN CODE OPTIONS: *No. Event Condition • 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description 201�/5/� REAPS-z.Dut Page 59 of 180 * WTIONAL LOAD DESCRIPTIONS: Description * * Code files used: * FL_FBC.14N * RF IBC.12N Version 4.0 *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 WR 11.9 No record selected * 2 1 SR 10.0 R 50.0 1 1 --------------- 49172LT Frame 1 - Design Code 4/24/2017 3:05pm ---------------- STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) 49172LT Frame 1 - Base Plates and Anchor Bolt 4/24/2017 3:05pm OIGN CONSTANTS: ----------------- Base Plate Yield =' 55.00 (ksi ) Concrete Bearing = 2.50 (ksi ) Bolt Shear Stress = 11.60 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(A36 )- -Shear(k )- Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- Left P 9.9 -5.0 8.0 10.50 0.375 2 0.750 4.00 20.5 0.14 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max—Comp- Tens Shear -Max—Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 1 3.6 65 -4.7 2.6 63 2.8 63 2.8 -1.1 WELDS: Outside_Flange_To_Base Inside_Flange_To—Base -----Web—To—Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 F1 0.60 2.78 0.188 F2 0.30 2.78 0.188 F2 0.15 2.78 LOAD COMBINATIONS: 2027/5/5 R fDes-:L.o"t Page 60 of 180 ------------------ 1 - Dead+Collateral+Live 63 - 0.6Dead+0.6Wind_Left2 • 65 - 0.6Dead+0.6Wind_Longl 49172LT Frame 1 - Bolted-End-Plates 4/24/2017 3:05pm DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI 1 VFF 1- 2 9.45 6.0 0.500 0.625 2.50 0.00 2 3.00 0 0.00 0 2 -PP 2- 2 9.45 6.0 0.500 0.625 2.50 0.00 2 3.00 0 0.00 0 PLATE DESIGN: ------------- -------Max-Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VFF Top 1 0.1 2.8 0.0 66 -3.3 -3.7 0.0 0.000 0.208 0.00 2 -PP Top 1 0.1 -2.7 0.0 1 0.1 -2.7 0.0 0.000 0.182 0.00 Splice Splice ------Top-Bolts------ ----Bottom-Bolts----- Id Typ Length Row Edge Space Space2 Row Edge Space Space2 • 1 VFF 9.87 2 0.00 3.00 0.00 0 0.00 0.00 0.00 2 -PP 14.16 2 0.00 3.00 0.00 0 0.00 0.00 0.00 WELDS: Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.188 F2 0.00 2.78 0.188 F2 0.00 2.78 0.188 F2 0.20 2.78 1 R 0.188 F2 0.00 2.78 0.188 F2 0.00 2.78 0.188 F2 0.20 2.78 2 L 0.188 F2 0.00 2.78 0.188 F2 0.00 2.78 0.188 F2 0.15 2.78 2 R 0.188 F2 0.00 2.78 0.188 F2 0.00 2.78 0.188 F2 0.15 2.78 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 66 - 0.6Dead-0.6Wind_Longl -------------------------------------------------------------------------------- 49172LT Frame 1 - Flange Braces 4/24/2017 3:05pm DESIGN CONSTANTS: ----------------- Flange Brace Yield = 57.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A307 (0 Washers) Bolt Shear Stress = 13.50 ksi Flange Brace Force • Inside flange, max of bending compression/tension LAYOUT: 2017/5/5 REAPS-1.Out Page 61 of 180 Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- 62- Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 1 L2X2X14 2 9.32 26.00 67.9 26.03 0.500 0.500 Clip Web 2 1 L2X2X14 2 9.12 26.00 68.3 25.96 0.500 0.500 Clip Web DESIGN: Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip 2 1 61 0.09 0.04 0.03 0.04 0.05 2 61 0.12 0.06 0.03 0.05 0.07 LOAD COMBINATIONS: ------------------ 61 - 0.6Dead+0.6Wind Leftl -------------------------------------------------------------------------------- 49172LT Frame 1 - Design Summary 4/24/2017 3:05pm -------------------------------------------------------------------------------- FRAME: Id = 1 Type = BC Line Id = 1 2 3 Load Width= 25.00 UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -----Max_Axial+Moment---- isMem Seg --Flange- Web-Depth -Plate-Thickness- --Max-Shear- ----O-Flg--- ----I-Flg--- Max Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R 1 1 1 11.4 4.0 9.4 9.4 0.190 0.210 0.210 1 63 0.07 4 23 0.47 4 26 0.43 164 2 2 2 9.0 4.0 9.4 9.4 0.190 0.210 0.210 9 65 0.07 13 66 0.21 13 61 0.20 51 HOT ROLLED MEMBERS: ------------------- Surf Member Member Id Id Part 1 1 WIOX12 2 2 WlOX12 LOAD COMBINATIONS: ------------------ Controlling Load Combination In Design Summary 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 3 - Dead+Collateral+0.75Live 4 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift 18 - Dead+Collateral+0.75Snow+0.75Snow Drift 201�-/5/,� R fACs-1.D ut Page 62 of 180 19 - Dead+Collateral+0.75Snow+0.75Slide_Snow 20 - Dead+Collateral+0.75Snow+0.75Slide_Snow • 21 - Dead+0.6Wind_Leftl 22 - Dead+0.6Wind_Rightl 23#- Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Longl 26#- Dead-0.6Wind_Longl 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Leftl 30 - Dead+Collateral+0.75Live+0.45Wind_Rightl 31 - Dead+Collateral+0.75Live+0.45Wind_Left2 32 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - Dead+Collateral+0.75Live+0.45Wind_Longl 34 - Dead+Collateral+0.75Live-0.45Wind_Longl 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Leftl 38 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Leftl+0.75Slide_Snow 40 - Dead+Collateral+0.75Snow+0.45Wind_Rightl 41 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75S1ide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind_Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Longl 50 - Dead+Collateral+0.75Snow-0.45Wind_Long1 51 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Longl+0.75Slide_Snow • 54 - Dead+Collateral+0.75Snow-0.45Wind_Longl+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind_Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 58 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61#- 0.6Dead+0.6Wind_Leftl 62 - 0.6Dead+0.6Wind_Rightl 63#- 0.6Dead+0.6Wind Left2 64 - 0.6Dead+0.6Wind_Right2 65#- 0.6Dead+0.6Wind_Longl 66#- 0.6Dead-0.6Wind_Longl 67 - 0.6Dead+0.6Wind_Long2 68 - 0.6Dead-0.6Wind_Long2 69 - 1.OlDead+l.OlCollateral+0.7Seismic 70 - 1.O1Dead+l.OlCollateral-0.7Seismic 71 - 1.OlDead+l.OlCollateral+0.7Seismic_Long 72 - 1.O1Dead+l.OlCollateral-0.7Seismic_Long 73 - 1.O1Dead+1.OlCollateral+0.75Live+0.53Seismic 74 - 1.OlDead+1.OlCollateral+0.75Live-0.53Seismic 75 - 1.OlDead+1.OlCollateral+0.53Seismic 76 - 1.O1Dead+l.OlCollateral-0.53Seismic 77 - 1.01Dead+1.OlCollateral+0.75Live+0.53Seismic_Long 78 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic_Long 79 - 1.O1Dead+1.O1Collateral+0.53Seismic_Long 80 - 1.O1Dead+1.O1Collateral-0.53Seismic_Long 81 - 0.59Dead+0.7Seismic 82 - 0.59Dead-0.7Seismic 83 - 0.59Dead+0.7Seismic_Long 84 - 0.59Dead-0.7Seismic_Long 85 - 1.O1Dead+1.O1Collateral+2.1Seismic • 86 - 1.OlDead+l.OlCollateral-2.1Seismic 87 - 1.O1Dead+1.OlCollateral+0.75Live+1.57Seismic 88 - 1.O1Dead+1.OlCollateral+0.75Live-1.57Seismic 89 - 1.OlDead+1.OlCollateral+1.57Seismic 90 - 1.O1Dead+1.OlCollateral-1.57Seismic 2017/5/5 R fACs-Z.o�tt Page 63 of 180 91 - 0.59Dead+2.lSeismic 92 - 0.59Dead-2.1Seismic OE LIMITS: -----Web---- -----Flange---- Web-Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 49.7 242.8 9.4 0.210 0.190 2.2 10.0 2 49.7 242.8 9.4 0.210 0.190 2.2 10.0 FRAME AREA: Frame Area= 16.59 Building Area= 127.50 Ratio= 0.13 WEIGHTS: Member 1 2 ---------- ----- ----- Weight (lb) 135 103 Total Weight (lb) Frame = 239 Splice Plate = 41 Base Plate = 9 288 �TIONS: (Sidewall Columns) -------------------------- Load ----------Left-Column---------- ----------Right-Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) 1 0.06 3.61 0.00 0.00 -0.06 2.90 0.00 0.00 2 0.06 3.61 0.00 0.00 -0.06 2.90 0.00 0.00 3 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 4 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 5 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 6 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 7 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 8 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 9 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 10 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 11 0.01 0.48 0.00 0.00 -0.01 0.28 0.00 0.00 12 0.01 0.48 0.00 0.00 -0.01 0.28 0.00 0.00 13 0.05 2.93 0.00 0.00 -0.05 2.33 0.00 0.00 14 0.05 2.93 0.00 0.00 -0.05 2.33 0.00 0.00 15 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 16 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 17 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 18 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 19 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 20 0.01 0.90 0.00 0.00 -0.01 0.63 0.00 0.00 21 -1.30 -2.96 0.00 0.00 0.25 -2.85 0.00 0.00 22 2.25 -2.87 0.00 0.00 3.86 -0.98 0.00 0.00 7 -2 2 -2.1 0.00 23 2.7 -0.94 0.00 0.00 0 5 0.00 24 0.78 -0.85 0.00 0.00 1.41 -0.28 0.00 0.00 25 2.56 -4.54 0.41 0.00 4.75 -1.71 0.91 0.00 •26 2.56 -3.68 0.00 0.00 4.75 -1.71 0.00 0.00 27 2.56 -4.54 0.41 0.00 4.75 -1.71 0.91 0.00 28 2.56 -3.68 0.00 0.00 4.75 -1.71 0.00 0.00 29 -0.94 0.35 0.00 0.00 0.14 -0.02 0.00 0.00 30 1.73 0.42 0.00 0.00 2.85 1.39 0.00 0.00 31 -2.04 1.87 0.00 0.00 -1.70 0.51 0.00 0.00 2oi�/s/s tzfpes-i.out Page 64 of 180 32 0.62 1.94 0.00 0.00 1.01 1.91 0.00 0.00 33 1.96 -0.83 0.31 0.00 3.52 0.84 0.68 0.00 34 1.96 -0.18 0.00 0.00 3.52 0.84 0.00 0.00 35 1.96 -0.83 0.31 0.00 3.52 0.84 0.68 0.00 36 1.96 -0.18 0.00 0.00 3.52 0.84 0.00 0.00 37 -0.97 -1.68 0.00 0.00 0.18 -1.71 0.00 0.00 38 -0.97 -1.68 0.00 0.00 0.18 -1.71 0.00 0.00 39 -0.97 -1.68 0.00 0.00 0.18 -1.71 0.00 0.00 40 1.69 -1.61 0.00 0.00 2.88 -0.31 0.00 0.00 41 1.69 -1.61 0.00 0.00 2.88 -0.31 0.00 0.00 42 1.69 -1.61 0.00 0.00 2.88 -0.31 0.00 0.00 43 -2.07 -0.17 0.00 0.00 -1.66 -1.19 0.00 0.00 44 -2.07 -0.17 0.00 0.00 -1.66 -1.19 0.00 0.00 45 -2.07 -0.17 0.00 0.00 -1.66 -1.19 0.00 0.00 46 0.59 -0.10 0.00 0.00 1.05 0.21 0.00 0.00 47 0.59 -0.10 0.00 0.00 1.05 0.21 0.00 0.00 48 0.59 -0.10 0.00 0.00 1.05 0.21 0.00 0.00 49 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 50 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 51 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 52 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 53 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 54 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 55 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 56 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 57 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 58 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 59 1.93 -2.86 0.31 0.00 3.56 -0.86 0.68 0.00 60 1.93 -2.22 0.00 0.00 3.56 -0.86 0.00 0.00 61 -1.31 -3.15 0.00 0.00 0.25 -2.96 0.00 0.00 62 2.25 -3.06 0.00 0.00 3.86 -1.09 0.00 0.00 63 -2.78 -1.14 0.00 0.00 -2.20 -2.26 0.00 0.00 64 0.77 -1.04 0.00 0.00 1.41 -0.39 0.00 0.00 65 2.56 -4.73 0.41 0.00 4.75 -1.82 0.91 0.00 66 2.56 -3.87 0.00 0.00 4.75 -1.82 0.00 0.00 • 67 2.56 -4.73 0.41 0.00 4.75 -1.82 0.91 0.00 68 2.56 -3.87 0.00 0.00 4.75 -1.82 0.00 0.00 69 0.01 0.91 0.00 0.00 -0.04 0.64 0.00 0.00 70 0.01 0.90 0.00 0.00 0.02 0.64 0.00 0.00 71 0.01 0.89 0.01 0.00 -0.01 0.64 0.02 0.00 72 0.01 0.92 0.00 0.00 -0.01 0.64 0.00 0.00 73 0.05 2.95 0.00 0.00 -0.07 2.33 0.00 0.00 74 0.05 2.94 0.00 0.00 -0.02 2.34 0.00 0.00 75 0.01 0.91 0.00 0.00 -0.03 0.64 0.00 0.00 76 0.01 0.91 0.00 0.00 0.01 0.64 0.00 0.00 77 0.05 2.93 0.01 0.00 -0.05 2.34 0.02 0.00 78 0.05 2.95 0.00 0.00 -0.05 2.34 0.00 0.00 79 0.01 0.90 0.01 0.00 -0.01 0.64 0.02 0.00 80 0.01 0.92 0.00 0.00 -0.01 0.64 0.00 0.00 81 0.00 0.29 0.00 0.00 -0.03 0.16 0.00 0.00 82 0.00 0.28 0.00 0.00 0.02 0.17 0.00 0.00 83 0.00 0.27 0.01 0.00 0.00 0.17 0.02 0.00 84 0.00 0.30 0.00 0.00 0.00 0.17 0.00 0.00 DEFLECTIONS : ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 0.00 0.00 -0.05 2 0.00 0.00 -0.05 3 0.00 0.00 -0.01 4 0.00 0.00 -0.01 5 0.00 0.00 -0.01 • 6 0.00 0.00 -0.01 7 0.00 0.00 -0.01 8 0.00 0.00 -0.01 9 0.00 0.00 -0.01 10 0.00 0.00 -0.01 20i�/5/5 R fACs-1.out Page 65 of 180 11 0.00 0.00 -0.01 2 0.00 0.00 -0.01 0.00 0.00 -0.04 4 0.00 0.00 -0.04 15 0.00 0.00 -0.01 16 0.00 0.00 -0.01 17 0.00 0.00 -0.01 18 0.00 0.00 -0.01 19 0.00 0.00 -0.01 20 0.00 0.00 -0.01 21 0.00 0.00 0.01 22 0.00 0.00 0.01 23 0.00 0.00 0.01 24 0.00 0.00 0.00 25 0.00 0.00 0.01 26 0.00 0.00 0.01 27 0.00 0.00 0.01 28 0.00 0.00 0.01 29 0.00 0.00 -0.03 30 0.00 0.00 -0.04 31 0.00 0.00 -0.03 32 0.00 0.00 -0.04 33 0.00 0.00 -0.03 34 0.00 0.00 -0.03 35 0.00 0.00 -0.03 36 0.00 0.00 -0.03 37 0.00 0.00 0.00 38 0.00 0.00 0.00 39 0.00 0.00 0.00 40 0.00 0.00 0.00 41 0.00 0.00 0.00 42 0.00 0.00 0.00 43 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 *47 0.00 0.00 -0.01 48 0.00 0.00 -0.01 49 0.00 0.00 0.00 50 0.00 0.00 0.00 51 0.00 0.00 0.00 52 0.00 0.00 0.00 53 0.00 0.00 0.00 54 0.00 0.00 0.00 55 0.00 0.00 0.00 56 0.00 0.00 0.00 57 0.00 0.00 0.00 58 0.00 0.00 0.00 59 0.00 0.00 0.00 60 0.00 0.00 0.00 61 0.00 0.00 0.01 62 0.00 0.00 0.01 63 0.00 0.00 0.01 64 0.00 0.00 0.00 65 0.00 0.00 0.01 66 0.00 0.00 0.01 67 0.00 0.00 0.01 68 0.00 0.00 0.01 69 0.00 0.00 -0.01 70 0.00 0.00 -0.01 71 0.00 0.00 -0.01 72 0.00 0.00 -0.01 73 0.00 0.00 -0.04 74 0.00 0.00 -0.04 75 0.00 0.00 -0.01 76 0.00 0.00 -0.01 0.00 0.00 -0.04 0.00 0.00 -0.04 79 0.00 0.00 -0.01 80 0.00 0.00 -0.01 81 0.00 0.00 0.00 82 0.00 0.00 0.00 2os�/s/s �zfpes-z.out Page 66 of 180 83 0.00 0.00 0.00 84 0.00 0.00 0.00 • DEFLECTIONS RATIO: ------------------------------ Lateral Defl Load @ Top Of Col Vert Deft Id Left Right @ Midspan 1 99999 99999 2236 2 99999 99999 2236 3 99999 99999 10189 4 99999 99999 10189 5 99999 99999 10189 6 99999 99999 10189 7 99999 99999 10189 8 99999 99999 10189 9 99999 99999 10189 10 99999 99999 10189 11 99999 99999 22783 12 99999 99999 22783 13 99999 99999 2778 14 99999 99999 2778 15 99999 99999 10189 16 99999 99999 10189 17 99999 99999 10189 18 99999 99999 10189 19 99999 99999 10189 20 99999 99999 10189 21 99999 99999 10182 22 99999 99999 23024 23 99999 99999 21166 24 99999 99999 99999 • 25 87435 99999 12026 26 89717 99999 12137 27 87435 99999 12026 28 89717 99999 12137 29 99999 99999 3946 30 99999 99999 3396 31 88053 99999 3429 32 99999 99999 3005 33 99999 99999 3778 34 99999 99999 3770 35 99999 99999 3778 36 99999 99999 3770 37 99999 99999 99999 38 99999 99999 99999 39 99999 99999 99999 40 99999 99999 30632 41 99999 99999 30632 42 99999 99999 30632 43 99999 99999 33574 44 99999 99999 33574 45 99999 99999 33574 46 99999 99999 14111 47 99999 99999 14111 48 99999 99999 14111 49 99999 99999 99999 50 99999 99999 99999 51 99999 99999 99999 52 99999 99999 99999 53 99999 99999 99999 54 99999 99999 99999 55 99999 99999 99999 56 99999 99999 99999 • ' 57 99999 99999 99999 58 99999 99999 99999 59 99999 99999 99999 60 99999 99999 99999 61 99999 99999 8638 201 /S/� R fACS-1.Out Page 67 of 180 62 99999 99999 16396 99999 99999 15431 99999 99999 99739 5 84320 99999 9929 66 86440 99999 10005 67 84320 99999 9929 68 86440 99999 10005 69 99999 99999 10086 70 99999 99999 10091 71 99999 99999 10088 72 99999 99999 10079 73 99999 99999 2770 74 99999 99999 2770 75 99999 99999 10086 76 99999 99999 10090 77 99999 99999 2770 78 99999 99999 2770 79 99999 99999 10088 80 99999 99999 10082 81 99999 99999 38577 82 99999 99999 38652 83 99999 99999 38615 84 99999 99999 38484 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -0.04 2865. 180. Total Vertical 1 -0.05 2236. 180. Horizontal Drift 65 0.00 84320. 60. Horizontal Spring Constant=3259.4 k/in • P-DELTA: (Direct Analysis) --------------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0000 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 31 0.00 0.00 1.00 • Page 68 of 180 Q DOWNSPOUT LOCATIONS SPECIAL BOLTS 1 66-0'OUT-TO-OUT OF STEEL 4 0 ODD IOUAN TYPE DIA LE GTH ASH A30 1 2 1 1 0 w 2 3 2 4 A307 1/2° 1 1/4' 0 20'-0° 20'-0' 3 4 307 1 2° 1" 0 ~ MEMBERTABLE o¢ 11 ROOFF PLAN - MARK PART LENGTH P-1 8Z15 21-7 a P-2 8Z16 23'-4" P-3 8Z15 21'-7" F -5 R -1 - F1- - Rfl-1 F P-4 8Z15 21'-7° 0 P-65W1 EC-1 II I 4 P-Bst. I I I Z 6 8Z16 20'-6'75 21'-7° []zU P- P-7 8Z16 19'-4" 2— _ T I o- -2 T 1 P-8 8xlZ16 19'-5 7/e" z I P-3 i I EC-6 E P-9 W$%10 19'-5" � P-10 WBX13 19'-5" I CORPORATE OFFICE P-il W8X13 19'-5° 1912 BUSCHONG ER-1 P-12 WBX10 19'-5' N,TX E-1 SES16 19'-11 1/2° HOUSTO 77039 I I 1 TN.TX I I I I I E-2 SES16 19'-11 1/2' 247 E-3 SES16 19'-11 1/2' P FACILITY E-4 BES16 19-11 1/2 214FOUNTAINHEAD ROA D E-5 BES6 19'-11 1/2° ORTILMD,TN 371 48 0i CB-6 6_CBL 28-01/2 615-325-7351 d P-1Sus CB-7 4_CB 22'-81/2' RF2-2 RI-2 SP-1 L2X2X76 1'-11 5/16° 'm R SP-2 1-2X2)(16 5-3 7/8- SE-1 7/8- I I I I SE-1 L7%1X12 2'-5 1 I b SE-2 L1X1X12 5'-0 5y6° D EC-2 , I I I SE-3 L1X1X72 S-1 15/16- I I I SZ1 SZ1 6° I I TRIMTABLE I ROOF PLAN ER-2 i I � j P-11(SI"'I I OID RK LENGTH EC-7 1 I VEIRPK 1 3-0 I I C�i I 1�Fdy yp_{ I N T O I I I I I I I b a b SP-1 I - TYP I P_2 TYP I P-5 YP (2e0) ER-3 P-10 Strut EC-7 I RF2_3` I I RF1-3 I FI-3te d I I `� P-9 Strut EC-6 S 3 Z m I I I I •• ER-4 I I I I I I `a/I ISO EC-5 B � I I EC-4 SE-3g 1 P-6 Sirutg 1 g FI - Strut SEH A _ _ _ _ _ FI-4 A Li PURUNP Pm1 4-°T ,• � ROOF 1-1 1•-1 SHEETING PANELS:26 Go.PBR JOB q:49172 COLOR UNICOTE 2000 DRAM BY: ROOF FRAMlN(,' PI ANDATE: --ACCESSORIES-- CHKD BY: Bale MI/2•.tl-,(Asonn FttEPfi QTY. DESCRIPTION QTY. DESCRIPTION GATE: I.Fnw M°I Cmrce4m-f/f'r tl-I 1/4(AYDT L Y"N Fmm CmvuGaro-SR CP[ti5 SECTIN Chrur SWp M Fvi4M Fv I,+pr fo, SCALE: N.T.S. N9[C-L1tiv Rx1 Pow A,Faro -&trem GNW Pwlr Ma¢Mr im rsoc_wrr°trmr�`u.�a,r'll�V- ROOF FRAMING 1r sow.! )to er m�.a Al a ce,e Far am. DWG p 3/8/202 Roo fA25.out Page 69 of 180 0* 72 Roof Design Input 3/ 6/2017 11:55am * )JOBID: '49172' *( 2)PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'Y' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' I ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength_Factor--- * ------Stress_Ratio------ ---Seismic--- * Purlin Panel Wind-Frame Wind Frame Brace 1.0300 1.03 1.03 1.000 1.000 1.700 *( 5)STEEL YIELDS: * Web Fig C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: *------Purlin----- ----Extension--- ----Gable_Ext---- Facia ---Panel--- Facia Wind Frame *Live Wind Total Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 150.0 180.0 0.0 150.0 150.0 160.0 75.0 75.0 90.0 90.0 60.0 60.0 180.0 60.0 50.0 *( 7)REPORTS: * Input Roof Eave Roof Cable Roof 4Vcho Purlin Strut Panel Brace Open ,I, 121 IV TV '2' TV ( 8)BUILDING LAYOUT: * Build L Expand EW R_Expand_EW ------Open_Wall------- Column * Type Use Offset Use Offset L EW F_SW R_EW B_SW Option 'FF-' IN ' 14.000 'Y ' 14.000 IN 'N' 'N' 'N' -' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.0000 16.0000 30.0000 23.5000 60.0000 16.0000 60.0000 0.0000 *(10)WALL BAY SPACING: * Wall No. ---Bay Set--- * Id Sets Width Quan 1 1 20.0000 3 2 1 20.0000 3 3 5 4.8350 1 10.1650 1 10.0000 3 10.1650 1 4.8350 1 4 1 20.0000 3 5 1 20.0000 3 *(11)WALL OPENINGS: * Wall No. Bay * Id Open Id Offset Width HeightL HeightR Type Option 0 2 1 3.0000 6.4167 8.2500 8.2500 1 'N' 2 3.5000 6.4167 8.2500 8.2500 1 'N' 3 0 4 2 1 3.1667 3.3333 7.1667 7.1667 1 'N' 1 8.0000 10.0000 14.0000 14.0000 1 'N' 3/8/202� ROO fAes.out Page 70 of 180 *(12)PARTIAL WALLS: *Wall Set_Of --Bay_Id-- Base Top Full Load ----Panel----- * Id Bays Id Use Start End Height Type Type Girt Col Part Opt 1 0 2 0 3 0 4 0 *(13)JACK BEAM LAYOUT: * No. Beam --Bay_Id- Beam Beam *Beam Id Start End Offset Height 0 *(14)SURFACE EXTENSION/FRAME RECESS: * Surf ---Surf_Ext--- Frame_Recess * Id Left Right Left Right 2 0.0000 0.0000 1.0104 1.1667 3 0.0000 0.0000 1.0104 1.1667 *(15)ENDWALL COLUMN/RAFTER: *Wall L_Column R_Column * Id Type Rot Type Rot Rafter 1 'R' IN, 'R' 'N' 'W8X10 ' 3 _, IN' 1_1 IN' '--------' *(16)PURLINS: * Surf Purlin OS_Flg IS_Flg Set Set_Lap Max_Unbr * Id Type Brace Brace Depth Ext Int Length 2 'ZB' 'C' 'Y' 0.000 0.0000 0.0000 5.0000 3 'ZB' 'C' IV 0.000 0.0000 0.0000 5.0000 *(17)PURLIN SPACING: * Surf Space Peak Max Set No. -Purlin_Set- * Id Opt Space Space Space Sets Space Quan 2 -' 1.0000 5.0000 0.0000 4 3.0000 1 2.5898 1 3.6667 5 3.0000 2 3 -' 1.0000 5.0000 0.0000 4 3.0000 2 3.6667 5 2.5898 1 3.0000 1 *(18)PURLIN SIZE: *Surf Show No. * Id Id Purl Purlin_Part 2 0 0 3 0 0 *(19)REPLACEMENT PURLINS: *No. Surf Bay ----Purlin--- *Purl Id Id Id Part 0 *(20)EAVE STRUT: *Wall Eave No. * Id Type Eave Eave_Part 2 'EO' 0 4 'EO' 0 *(21)WALL GIRT: *Wall Girt Girt * Id Type Part Offset Proj 1 'ZB' 18Z16 1 0.000 0.000 2 'ZB' '8Z16 ' 0.000 0.000 3 'ZF' '8Z16 1 0.000 0.000 • 4 'ZB' '8Z16 10.000 0.000 *(22)GUTTER/SOLDIER COLUMN: *Wall --Gutter-- Soldier_Opt * Id Use Width Rafter Brace 3/8/2oi j R.Uo f DeS.0 VLt Page 71 of 180 2 IV 0.000 '6' '-' 0 IV 0.000 '6' '-' )PANELS: * Wall ---Roo£_Panel--- Stand ------Insulation----- Roof * Panel Part Start Seam Use Thick Part Liner 126PBA36 ' 126PBR36 ' 0.0000 'N' 'N- 0.000 '--------' '--------' *(24)ROOF BRACING OPTIONS: * -----L_EW_Brace_To_Frame----- -----R_EW_Brace_To_Frame----- *Panel Diagonal Left—Bay Right—Bay Left—Bay Right—Bay *Shear Bracing Opt Part Opt Part Opt Part Opt Part IN' ly 1 1_1 I--------1 1_1 '--------1 1_1 '--------1 1_1 1--------' *(25)ROOF DIAGONAL BRACING: * Max_Pan Brace Each User_Selected—Roof—Bays * Shear Type EW No. Bay_Id 100.0 'C' 'L' 1 2 0 *(26)ROOF BRACING ATTACHMENT: *Wall No. * Id Attach Attach_Location 1 5 0.0000 20.0000 30.0000 40.0000 60.0000 3 5 0.0000 15.0000 30.0000 45.0000 60.0000 *(27)WALL/INTERIOR BRACING OPTIONS: * -----------Order_Of_Selection----------- * Wall Panel Diagonal Wind Wind Weak Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' 'y ' 'N' 'N' 'N' '--' 0.0000 4 'N' 'y ' 'N' 'N' 'N' '--' 0.0000 5 'N' IN ' 'N' 'N' 'N' '--' 0.0000 �)SIDEWALL DIAGONAL BRACING:11 Max—Pan Brace User Selected_SW— Bays * Id Shear Type No. Bay_Id 2 50.0 'C' 1 3 4 50.0 'C' 1 3 *(29)WIND BENTS: *Wall Member -----Column----- -----Rafter----- No. * Id Type Depth Size Depth Size Bays Bay_Id 2 'W' 0.00 '--------' 0.00 '--------' 0 4 'W' 0.00 '--------' 0.00 '--------' 0 5 'W' 0.00 '--------' 0.00 '--------' 0 *(30)WIND COLUMNS: *Wall Member -----Column----- No. Left/ * Id Type Depth Size Col Bay_Id Right 2 'R' 0.00 '--------' 0 4 'R' 0.00 '--------' 0 5 'R' 0.00 '--------' 0 *(31)WALL BRACING ATTACHMENT: *Wall No. Attach --Bay_Id-- No. ----Level---- * Id Attach Id Start End Connect Option Level Height Strut 2 1 1 1 3 'F' 0 1 16.0000 'E' 4 1 2 1 3 'F' 0 1 16.0000 'E' *(32)INTERIOR DIAGONAL BRACING: *No Attach Brace User_Selected_Int_Bays *Brace Offset Type No. Bay_Id 0 *(33)INTERIOR BRACING ATTACHMENT: 4o. Attach --Bay— No. tach Offset Start End Level Level_Height 0 *(34)EAVE EXTENSION SIZE: *Wall No. Ext --Bay_Id-- Edge_Extend Eave 3/8/201j RDD fpes.out Page 72 of 180 *Id Extend Id Start End Height Width Slope Left Right Type 2 0 4 0 • *(35)EAVE EXTENSION PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(36)CANOPY SIZE: *Wall No. Ext --Bay_Id-- Edge_Extend Eave *Id Extend Id Start End Height width Slope Left Right Type 1 0 2 0 3 0 4 0 *(37)CANOPY PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(38)CANOPY PANELS, GUTTER & DOWNSPOUT: *Ext Standing ---Gutter--- *Id Part Seam Use Width *(39)FACIA/PARAPET LAYOUT: *Wall No. Ext --Bay_Id-- Edge_Extend Eave ---Gutter--- -End_Option- *Id Extend Id Type Start End Left Right Mount Type Use Width Left Right 1 0 2 0 3 0 4 0 *(40)FACIA/PARAPET SIZE: *Ext ----Horizontal_Size---- -----Vertical-Size------ ---Slope--- Facia *Id Height Width Slope Elev Height Slope Beam Panel Project • *(41)FACIA/PARAPET PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(42)FACIA/PARAPET PANELS: *Ext ---Roof-Panel-- ----Soffit_Panel--- -Front_Panel-- ----Back-Panel----- *Id Size SSeam Size Rot Space Size SSeam Size Rot Space *(43)EXTENSION BRACING: *Ext Run Max-Pan Brace User_Selected_Bays *Id Brace Shear Type No. Bay Id *(44)WALL BASE ELEVATION/DEAD: *Wall Base Wall Seis --% Open-- Id Elev Dead Opt Seis Wind 1 0.00 1.50 'N' 0.00 0.00 2 0.00 1.50 'N' 0.00 0.00 3 0.00 1.50 'N' 0.00 0.00 4 0.00 1.50 'N' 0.00 0.00 5 0.00 7.00 'Y' 0.00 0.00 *(45)BASIC LOADS: * ---Deflection--- Wind Wall Seismic * Dead Collat Live Snow Rain Basic Load Ratio Load --Friction-- Edge Ld Rat * Load Load Load Load Load Wind Snow Wind Seis Factor Wind Coef Zone Factor 2.0 3.0 20.0 0.0 0.0 53.2 1.00 0.28 1.00 0.60 53.2 0.0000 6.000 1.0000 *(46)WIND PRESSURE/SUCTION: * Wind Wind Wind * Press Suct Suct_Roof 25.5 -52.1 Purlins • 0.0 -117.0 Purlins, Gable Extension 36.2 -57.4 Interior Roof Panels 21.3 -15.4 -36.7 Long Bracing, Building 32.4 -22.9 Long Bracing, Wall Edge Zone 79.8 -53.2 42.5 Long Bracing, Facia/Parapet s/8/20:L- RDO fDes.out Page 73 of 180 oEDGE AND CORNER ZONES FOR PURLINS AND PANELS: - Surf No Zone --Purlin--- --Panel---- Screw Id Zone Id Width Length Press Suct Press Suct Suct 1 2 9 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior 3 0.00 6.00 1.00 1.41 1.00 1.73 1.73 .. Edge_Left 4 6.00 0.00 1.00 1.41 1.00 1.73 1.73 .. Edge_Top 5 0.00 6.00 1.00 1.41 1.00 1.73 1.73 .. Edge-Right 6 6.00 0.00 1.00 1.41 1.00 1.73 1.73 .. Edge_Bottom 7 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner-Top-Left 8 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner_Top-Right 9 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner_Bottom-Right 10 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner-Bottom-Left 1 3 9 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior 3 0.00 6.00 1.00 1.41 1.00 1.73 1.73 .. Edge_Left 4 6.00 0.00 1.00 1.41 1.00 1.73 1.73 .. Edge Top 5 0.00 6.00 1.00 1.41 1.00 1.73 1.73 .. Edge-Right 6 6.00 0.00 1.00 1.41 1.00 1.73 1.73 .. Edge_Bottom 7 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner_Top-Left 8 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner_Top-Right 9 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner_Bottom-Right 10 6.00 6.00 1.00 2.22 1.00 2.57 2.57 .. Corner Bottom-Left 2 2 1 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior 2 3 1 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior *(48)EDGE AND CORNER ZONES - LONGITUDINAL: * EW *Wind Surf No Zone Purlin * Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 Interior 1 3 1 1 0.00 0.00 1.00 Interior 2 2 1 1 0.00 0.00 1.00 Interior 2 3 1 1 0.00 0.00 1.00 Interior 0 EXTENSION BASIC LOADS: -------Purlin_Wind------- --------Panel Wind-------- *Ext Dead Collat Live Snow Rain Attach Beam Facia_Beam Attach_Beam Facia-Beam.*Id Load Load Load Load Load Press Suct Press Suct Press Suct Press Suct *(50)PURLIN DESIGN LOADS: * Surf No. Load -Add Snow- ---Windl--- ---Wind2--- Aux Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 2 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 3 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(51)PURLIN DESIGN LOADS: Deflection * Surf No. Load -Add Snow- ---Windl--- ---Wind2--- Aux-Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 2 0 3 0 )BRACING DESIGN LOADS: Frame * No. Load -Add_Snow- Long-Wind Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 14 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 3/2/20s RDo DCS.out Page 74 of 180 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.60 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 • 5 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.60 0.00 0.00 0 0.00 6 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 9 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 1.01 1.01 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.01 1.01 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 13 1.01 1.01 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.52 0 0.00 14 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(53)BRACING DESIGN LOADS: Brace * No. Load -Add_Snow- Long_Wind Aux Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 14 15 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 17 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 19 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.60 0.00 0.00 0 0.00 20 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 21 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 23 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 24 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 25 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 26 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 27 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 28 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(54)EXTENSION DESIGN LOADS: * No. Load Wind Wind * Load Id Dead Collat Live Snow Rain Press Suct 0 • *(55)EXTENSION DESIGN LOADS: Deflection * No. Load Wind Wind * Load Id Dead Collat Live Snow Rain Press Suct 0 *(56)PANEL DESIGN LOADS: * No. Load -Add_Snow- ---Windl--- ---Windt--- Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 7 1 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(57)PANEL DESIGN LOADS: Deflection * No. Load -Add_Snow- ---Windl--- ---Windt--- Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 6 8 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(58)AUXILIARY LOADS: * No. Aux Aux No._Add Add_Load* Aux Id Name Combs Id Coef 0 *(59)ADDITIONAL LOADS: • *No. Add Surf Basic Load Load F D ---Surface--- *Add Id Id Load Type Orn W1 W2 D1 D2 Start End 0 3/8/2027 Roo fD65.out Page 75 of 180 *(60)PURLIN LAPS: f Data ------Set 1------- ------Set-2------- ------Set 3------- Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 3 -' 0 *(61)PURLIN LAPS: Extensions *Ext Data ------Set-1------- ------Set 2------- ------Set-3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(62)PURLIN STRAPS: * No. * Opt Bay Straps/Bay 'N' 5 0 2 2 2 0 *(63)PURLIN STRAPS: Extensions *Ext No. * Id Bay Straps/Bay *(64)PANEL SCREWS: * No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 3 'INT ' 112X200L ' 0.212 0.500 12.000 2.778 'EDGE' 112X200L ' 0.212 0.500 12.000 2.778 'CORN' 112X200L ' 0.212 0.500 12.000 2.778 *(65)EXPANSION JOINTS: * No. *Exp Expansion—Location 0 *(66)ADDED PURLINS: *NO. Add Surf --Bay_Id-- -Surface Offset- *Add Id Id Start End Start End *(67)PURLIN SYSTEMS: *Surf No. System Added Purlins * Id System Id No. Id 2 1 1 0 3 1 1 0 *(68)ROOF OPENING LAYOUT: * Open -Location- Frame --Surface-- ----Bay---- *No. Id Use Id Opt Type Id Offset Id Offset Width Length Ref 0 *(69)ROOF OPENING FRAMING: *Open Jamb Head ----Support---- Panel * Id Type Type Type Opt Depth Opt Load *(70)LOAD COEFFICIENT ADJUSTMENTS: * * Surf Zone Basic ----Step_l--- ----Step_2--- *No. Id Id Load Area Coef Area Coef 0 *(71)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: 4kd Description * * Code files used: * FL_FBC.14N * ROOFIBC.I2N Version 4.0 3/8/202� RDO f De5.Out Page 76 of 180 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- -49172 Design-Code 3/-6/2017-12:43pm ___________===== - STRUCTURAL CODE: Design Basis WS - Working, Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) ------------=-------------------------------------------------------=----------- -------------------------------------------------------------------------------- 49172 Purlin Layout(Surface= 2) 3/ 6/2017 12:43pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 2 30.923 9 1.000 PURLIN LOCATION: Purlin Surf Load Dead Show ------Max_Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 3.000 3.000 2.795 1.15 9 0.96 Mom,Shr 2 5.590 2.590 3.128 1.03 9 0.92 Mom,Shr 3 9.256 3.667 3.667 0.88 9 0.87 Mom,Shr 4 12.923 3.667 3.667 0.88 9 0.87 Mom,Shr 5 16.590 3.667 3.667 0.88 9 0.87 Mom,Shr 6 20.257 3.667 3.667 0.88 9 0.87 Mom,Shr 7 23.923 3.667 3.333 0.96 9 0.84 Mom,Shr 8 26.923 3.000 3.000 1.07 Y 9 1.03 Mom,Shr 9 29.923 3.000 2.500 1.28 9 0.86 Mom,Shr 30.923 1.000 Average= 0.98 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Brace Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt BZ15 1.01 0 3.1 27.5 1 BZ15 18.99 1.58 2 62.1 559.2 2 BZ16 20.00 1.58 1.58 2 62.3 560.9 3 BZ15 18.83 1.58 2 61.7 554.9 RExt 8Z15 1.17 0 3.5 31.7 Total(lb)= 192.7 1734.1 LOAD COMBINATIONS: 9 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Purlin(Surface= 2, Id= 8) 3/ 6/2017 12:43pm ------------------------------ • ROOF PURLIN Surface Id = 2 Purlin Id = 8 Offset = 26.92 ------------------------------ 3/8/2017 R 00 f Des.O ut Page 77 of 180 OUT: (Purlin Id= 8) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Brace Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 8Z15 1.01 3.00 0 0.00 0.65 1 8Z15 18.99 1.58 3.00 2 0.00 0.70 2 8Z16 20.00 1.58 1.58 3.00 2 0.00 0.70 3 8Z15 18.83 1.58 3.00 2 0.00 0.70 RExt 8Z15 1.17 3.00 0 0.00 0.65 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.01 0.51 0.04 1 0.52 -0.71 -0.82 0.04 -1.90 7.38 1.67 2.89 2 0.71 0.60 -0.60 -0.71 2.89 1.85 -0.68 10.03 1.81 2.85 3 0.82 0.70 -0.52 2.85 1.64 -1.86 11.51 0.05 RExt 0.08 0.00 0.05 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 3.26 0.02 RSup 0.04 4.85 0.01 LSup 0.00 0.08 1 RLap -0.71 3.26 0.22 MidS -1.90 4.09 0.46 RLap 0.35 -0.39 2 LLap 0.60 2.19 0.27 LLap 1.85 3.72 0.50 LLap 0.43 -0.05 3 LLap 0.70 3.26 0.22 MidS -1.86 4.09 0.45 LLap 0.34 -0.38 RExt LSup 0.08 3.26 0.03 LSup 0.05 4.54 0.01 LSup 0.03 0.09 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap, MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 -0.02 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.48 2.21 1.83 0.26 2 0.43 2.21 1.61 0.27 0.42 2.21 1.61 0.26 3 0.47 2.21 1.83 0.26 LOAD ID 2 : Dead+Collateral+Snow ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- �t 0.00 -0.01 0.00 0.00 0.51 0.01 1 0.11 -0.15 -0.17 0.01 -0.39 7.38 0.34 0.59 2 0.15 0.12 -0.12 -0.15 0.59 0.38 -0.14 10.03 0.37 0.58 3 0.17 0.14 -0.11 0.58 0.34 -0.38 11.51 0.01 RExt 0.02 0.00 0.01 0.00 0.58 0.00 3/8/202� R.00 fDes.out Page 78 of 180 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 3.26 0.00 RSup 0.01 4.85 0.00 LSup 0.00 0.02 1 RLap -0.15 3.26 0.04 MidS -0.39 4.09 0.10 RLap 0.07 -0.08 2 LLap 0.12 2.19 0.06 LLap 0.38 3.72 0.10 LLap 0.09 -0.01 3 LLap 0.14 3.26 0.04 MidS -0.38 4.09 0.09 LLap 0.07 -0.08 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.02 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 0.00 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00 0.00 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.10 2.21 1.83 0.05 2 0.09 2.21 1.61 0.05 0.09 2.21 1.61 0.05 3 0.10 2.21 1.83 0.05 LOAD ID 3 : Dead+Collateral+Snow+Snow Drift ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- • Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.51 0.01 1 0.11 -0.15 -0.17 0.01 -0.39 7.38 0.34 0.59 2 0.15 0.12 -0.12 -0.15 0.59 0.38 -0.14 10.03 0.37 0.58 3 0.17 0.14 -0.11 0.58 0.34 -0.38 11.51 0.01 RExt 0.02 0.00 0.01 0.00 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.01 3.26 0.00 RSup 0.01 4.85 0.00 LSup 0.00 0.02 1 RLap -0.15 3.26 0.04 MidS -0.39 4.09 0.10 RLap 0.07 -0.08 2 LLap 0.12 2.19 0.06 LLap 0.38 3.72 0.10 LLap 0.09 -0.01 3 LLap 0.14 3.26 0.04 MidS -0.38 4.09 0.09 LLap 0.07 -0.08 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.02 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 0.00 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00 0.00 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- • Id Calc Shear Bear UC Calc Shear Bear Uc ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.10 2.21 1.63 0.05 2 0.09 2.21 1.61 0.05 0.09 2.21 1.61 0.05 3/8/2017 Roo fDes.0Rt Page 79 of 180 3 0.10 2.21 1.83 0.05 -ID- 4 : Dead+Collateral+Snow+Slide_Snow -------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.01 0.00 0.00 0.51 0.01 1 0.11 -0.15 -0.17 0.01 -0.39 7.38 0.34 0.59 2 0.15 0.12 -0.12 -0.15 0.59 0.38 -0.14 10.03 0.37 0.58 3 0.17 0.14 -0.11 0.58 0.34 -0.38 11.51 0.01 RExt 0.02 0.00 0.01 0.00 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 3.26 0.00 RSup 0.01 4.85 0.00 LSup 0.00 0.02 1 RLap -0.15 3.26 0.04 MidS -0.39 4.09 0.10 RLap 0.07 -0.08 2 LLap 0.12 2.19 0.06 LLap 0.38 3.72 0.10 LLap 0.09 -0.01 3 LLap 0.14 3.26 0.04 MidS -0.38 4.09 0.09 LLap 0.07 -0.08 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.02 UNBRACED LENGTH: Bay' Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 0.00 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00 0.00 isxt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.10 2.21 1.83 0.05 2 0.09 2.21 1.61 0.05 0.09 2.21 1.61 0.05 3 0.10 2.21 1.83 0.05 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.01 0.51 0.05 1 0.67 -0.92 -1.06 0.05 -2.44 7.38 2.15 3.72 2 0.92 0.77 -0.77 -0.91 3.72 2.38 -0.88 10.03 2.33 3.66 3 1.05 0.91 -0.67 3.66 2.11 -2.39 11.51 0.06 RExt 0.11 0.00 0.06 0.02 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 3.26 0.03 RSup 0.05 4.85 0.01 LSup 0.00 0.10 1 RLap -0.92 3.26 0.28 MidS -2.44 4.09 0.60 RLap 0:45 -0.50 • 2 LLap 0.77 2.19 0.35 LLap 2.38 3.72 0.64 LLap 0.56 -0.06 3 LLap 0.91 3.26 0.28 MidS -2.39 4.09 0.58 LLap 0.44 -0.48 RExt LSup 0.11 3.26 0.03 LSup 0.06 4.54 0.01 LSup 0.03 0.11 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- 3/8/202� Roo fAes.out Page 80 of 180 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 -0.02 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.62 2.21 1.83 0.34 2 0.55 2.21 1.61 0.34 0.54 2.21 1.61 0.34 3 0.61 2.21 1.83 0.33 LOAD ID 6 : Dead+Collateral+0.75Snow+0.45Wind Pressurel ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.05 0.00 0.01 0.51 0.03 1 0.36 -0.49 -0.57 0.03 -1.31 7.38 1.15 1.99 2 0.49 0.41 -0.41 -0.49 1.99 1.28 -0.47 10.03 1.25 1.96 3 0.56 0.49 -0.36 1.96 1.13 -1.28 11.51 0.03 RExt 0.06 0.00 0.03 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) --Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.05 3.26 0.02 RSup 0.03' 4.85 0.01 LSup 0.00 0.05 1 RLap -0.49 3.26 0.15 MidS -1.31 4.09 0.32 RLap 0.24 -0.27 2 LLap 0.41 2.19 0.19 LLap 1.28 3.72 0.34 LLap 0.30 -0.03 3 LLap 0.49 3.26 0.15 MidS -1.28 4.09 0.31 LLap 0.24 -0.26 RExt LSup 0.06 3.26 0.02 LSup 0.03 4.54 0.01 LSup 0.00 0.06 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 -0.02 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.33 2.21 1.83 0.18 2 0.30 2.21 1.61 0.18 0.29 2.21 1.61 0.18 3 0.33 2.21 1.83 0.18 LOAD ID 7 : Dead+Collateral+0.75Snow+0.45Wind Pressurel+0.75Snow Drift ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- • Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.51 0.03 1 0.36 -0.49 -0.57 0.03 -1.31 7.38 1.15 1.99 3/g/2o2 Roo fpes.out Page 81 of 180 2 0.49 0.41 -0.41 -0.49 1.99 1.28 -0.47 10.03 1.25 1.96 �3 0.56 0.49 -0.36 1.96 1.13 -1.28 11.51 0.03 t 0.06 0.00 0.03 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 3.26 0.02 RSup 0.03 4.85 0.01 LSup 0.00 0.05 1 RLap -0.49 3.26 0.15 MidS -1.31 4.09 0.32 RLap 0.24 -0.27 2 LLap 0.41 2.19 0.19 LLap 1.28 3.72 0.34 LLap 0.30 -0.03 3 LLap 0.49 3.26 0.15 MidS -1.28 4.09 0.31 LLap 0.24 -0.26 RExt LSup 0.06 3.26 0.02 LSup 0.03 4.54 0.01 LSup 0.00 0.06 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (£t) LSup LLap, MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 -0.02 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.33 2.21 1.83 0.18 2 0.30 2.21 1.61 0.18 0.29 2.21 1.61 0.18 3 0.33 2.21 1.83 0.18 -ID- 8 : Dead+Collateral+0.75Snow+0.45Wind_Pressurel+0.75Slide_Snow -------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.51 0.03 1 0.36 -0.49 -0.57 0.03 -1.31 7.38 1.15 1.99 2 0.49 0.41 -0.41 -0.49 1.99 1.28 -0.47 10.03 1.25 1.96 3 0.56 0.49 -0.36 1.96 1.13 -1.28 11.51 0.03 RExt 0.06 0.00 0.03 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 3.26 0.02 RSup 0.03 4.85 0.01 LSup 0.00 0.05 1 RLap -0.49 3.26 0.15 MidS -1.31 4.09 0.32 RLap 0.24 -0.27 2 LLap 0.41 2.19 0.19 LLap 1.28 3.72 0.34 LLap 0.30 -0.03 3 LLap 0.49 3.26 0.15 MidS -1.28 4.09 0.31 LLap 0.24 -0.26 RExt LSup 0.06 3.26 0.02 LSup 0.03 4.54 0.01 LSup 0.00 0.06 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 19.0 5.7 0.0 0.0 2.7 1.6 1.43 1.00 1.00 1.74 1.21 -0.02 1.00 1.00 0.00 0.58 2 20.0 1.6 4.1 0.0 4.0 1.6 1.18 1.83 1.00 1.83 1.18 0.64 0.00 1.00 0.00 0.64 3 18.8 1.6 2.7 0.0 0.0 5.5 1.21 1.74 1.00 1.00 1.44 0.58 0.00 1.00 1.00-0.03 �t 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left Lap(k )----- -----Right Lap(k )---- 3/8/2027 R.00 fAes.out Page 82 of 180 Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.33 2.21 1.83 0.18 • 2 0.30 2.21 1.61 0.18 0.29 2.21 1.61 0.18 3 0.33 2.21 1.83 0.18 LOAD ID 9 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.21 0.00 -0.03 0.51 -0.10 1 -1.27 1.35 1.55 -0.10 3.94 6.97 -3.12 -5.42 2 -1.29 -1.09 1.08 1.28 -5.42 -3.53 1.07 10.04 -3.44 -5.31 3 -1.53 -1.33 1.26 -5.31 -3.04 3.83 11.88 -0.14 RExt -0.24 0.00 -0.14 -0.03 0.58 0.00 STRENGTH/DEFLECTION: - Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.21 3.26 0.06 RSup -0.10 4.09 0.03 RSup 0.07 -0.17 1 RLap 1.35 3.26 0.41 MidS 3.94 4.23 0.93 RLap 0.65 0.82 2 LLap -1.09 2.19 0.50 LLap -3.53 3.43 1.03 LLap 0.82 0.02 3 LLap -1.33 3.26 0.41 MidS 3.83 4.22 0.91 LLap 0.64 0.78 RExt LSup -0.24 3.26 0.07 LSup -0.14 4.09 0.03 LSup 0.08 -0.19 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 0.0 0.0 0.0 0.0 2.30 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 • 1 19.0 0.0 5.7 6.7 0.0 0.0 1.00 1.36 1.08 1.00 1.00 1.00-0.03 0.54 1.00 1.00 2 20.0 0.0 0.0 6.7 0.0 0.0 1.00 1.00 1.09 1.00 1.00 1.00 1.00 0.91 1.00 1.00 3 18.8 0.0 0.0 6.7 5.5 0.0 1.00 1.00 1.08 1.38 1.00 1.00 1.00 0.56-0.04 1.00 RExt 1.2 0.0 0.0 0.0 0.0 1.2 1.00 1.00 1.00 1.00 2.30 1.00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.90 2.21 1.83 0.49 2 0.81 2.21 1.61 0.50 0.79 2.21 1.61 0.49 3 0.89 2.21 1.83 0.48 DEFLECTION: ------------------------------ LOAD ID 1 : Live ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.06 1 -0.31 1.52 0.20 9.49 2 -0.04 1.60 0.02 10.00 3 -0.30 1.51 0.20 9.42 RExt 0.07 LOAD ID 2 : Snow ---------------------------------------------------------------------- Bay Deflect(in) • Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.00 1 0.00 1.52 0.00 9.49 2 0.00 1.60 0.00 10.00 3/8/2017 R.00 fAes.out Page 83 of 180 3 0.00 1.51 0.00 9.42 � xt 0.00 D ID 3 : Snow+Snow Drift ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.00 1 0.00 1.52 0.00 9.49 2 0.00 1.60 0.00 10.00 3 0.00 1.51 0.00 9.42 RExt 0.00 LOAD ID 4 : Snow+Slide Snow ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.00 1 0.00 1.52 0.00 9.49 2 0.00 1.60 0.00 10.00 3 0.00 1.51 0.00 9.42 RExt 0.00 LOAD ID 5 : 0.75Live+0.13Wind Pressurel ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.06 1 -0.29 1.27 0.23 9.49 2 -0.04 1.33 0.03 10.00 3 -0.28 1.26 0.22 9.42 �t 0.06 LOAD ID 6 : 0.75Snow+0.13Wind Pressurel ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.01 1 -0.05 1.27 0.04 9.49 2 -0.01 1.33 0.00 10.00 3 -0.05 1.26 0.04 9.42 RExt 0.01 LOAD ID 7 : 0.75Snow+0.13Wind Pressurel+0.75Snow Drift ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.01 1 -0.05 1.27 0.04 9.49 2 -0.01 1.33 0.00 10.00 3 -0.05 1.26 0.04 9.42 RExt 0.01 LOAD ID 8 : 0.75Snow+0.13Wind Pressurel+0.75Slide Snow ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.01 1 -0.05 1.27 0.04 9.49 2 -0.01 1.33 0.00 10.00 o 3 -0.05 1.26 0.04 9.42 t 0.01 LOAD ID 9 : 0.17Wind Suctionl ---------------------------------------------------------------------- Bay Deflect(in) 3/8/202� Roo fAes.out Page 84 of 180 Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt -0.03 • 1 0.17 1.27 0.13 9.49 2 0.01 1.33 0.01 10.00 3 0.16 1.26 0.13 9.42 RExt -0.04 -------------------------------------------------------------------------------- 49172 In-Plane Roof Force 3/ 6/2017 12:43pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange P1 (k )= Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Load Line --Roof Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 1 7.81 1.95 -0.11 2 1 2 14.27 3.57 -0.14 2 1 3 14.21 3.55 -0.14 2 1 4 7.75 1.94 -0.11 3 1 1 7.81 -1.95 -0.11 3 1 2 14.27 -3.57 -0.14 3 1 3 14.21 -3.55 -0.14 3 1 4 7.75 -1.94 -0.11 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 L EW 9 Weld clip @001 0.188 -0.11 0.24 0.45 0.71 0.15 0.20 2 RF 9 Weld clip @001 0.188 -0.14 0.24 0.60 0.71 0.18 0.20 3 L_EW 9 Weld clip @001 0.188 -0.11 0.24 0.45 0.71 0.15 0.20 3 RF 9 Weld clip @001 0.188 -0.14 0.24 0.60 0.71 0.18 0.20 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 L_EW 30.8 100.0 0.01 0.67 2 RF 30.6 100.0 0.01 0.67 3 L_EW 30.8 100.0 0.01 0.67 3 RF 30.6 100.0 0.01 0.67 49172 Roof Panel Design 3/ 6/2017 12:43pm PANEL LAYOUT: Surf Surface No. Max Rotation Id Part Type Gage Yield Length Purlin Space Stiffness ---- -------- ---- ----- ----- ------- ------ ----- --------- 2 26PBR36 PBR 26.00 80.0 30.92 9 3.667 0.00 3 26PBR36 PBR 26.00 80.0 30.92 9 3.667 0.00 PANEL STRENGTH: --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- ------ ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 9.3 25.0 135.0 0.18 1.2 -15.8 107.0 0.15 2 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 • 3 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 4 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 5 9.3 38.9 135.0 0.29 1.2 -24.6 107.0 0.23 6 9.3 21.9 135.0 0.16 1.2 -13.8 107.0 0.13 7 3.0 -74.3 107.0 0.69 1.2 64.6 135.0 0.48 3/8/2017 Roo fD25.out Page 85 of 180 2 Center 1 9.3 25.0 135.0 0.18 1.2 -15.8 107.0 0.15 2 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 3 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 4 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 5 9.3 38.9 135.0 0.29 1.2 -24.6 107.0 0.23 6 9.3 21.9 135.0 0.16 1.2 -13.8 107.0 0.13 7 3.0 -50.5 107.0 0.47 1.2 42.9 135.0 0.32 2 Right 1 9.3 25.0 135.0 0.18 1.2 -15.8 107.0 0.15 2 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 3 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 4 9.3 2.3 135.0 0.02 1.2 -1.5 107.0 0.01 5 9.3 38.9 135.0 0.29 1.2 -24.6 107.0 0.23 6 9.3 21.9 135.0 0.16 1.2 -13.8 107.0 0.13 7 3.0 -74.3 107.0 0.69 1.2 64.6 135.0 0.48 ---- ------ ---- ------ ----- ----- ----- ------ ----- ----- ----- 3 Left 1 21.7 25.0 135.0 0.18 29.7 -15.8 107.0 0.15 2 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 3 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 4 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 5 21.7 38.9 135.0 0.29 29.7 -24.6 107.0 0.23 6 21.7 21.9 135.0 0.16 29.7 -13.8 107.0 0.13 7 27.9 -74.3 107.0 0.69 29.7 64.6 135.0 0.48 3 Center 1 21.7 25.0 135.0 0.18 29.7 -15.8 107.0 0.15 2 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 3 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 4 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 5 21.7 38.9 135.0 0.29 29.7 -24.6 107.0 0.23 6 21.7 21.9 135.0 0.16 29.7 -13.8 107.0 0.13 7 27.9 -50.5 107.0 0.47 29.7 42.9 135.0 0.32 3 Right 1 21.7 25.0 135.0 0.18 29.7 -15.8 107.0 0.15 2 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 3 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 4 21.7 2.3 135.0 0.02 29.7 -1.5 107.0 0.01 5 21.7 38.9 135.0 0.29 29.7 -24.6 107.0 0.23 • 6 21.7 21.9 135.0 0.16 29.7 -13.8 107.0 0.13 7 27.9 -74.3 107.0 0.69 29.7 64.6 135.0 0.48 PANEL DEFLECTION: Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- ------ ---- ------ ----- ----- ----- 2 Left 8 1.5 -0.02 0.60 0.03 9 28.4 0.00 0.60 0.00 10 28.4 0.00 0.60 0.00 11 28.4 0.00 0.60 0.00 12 1.5 -0.02 0.60 0.04 13 1.5 0.05 0.60 0.08 2 Center 8 1.5 -0.02 0.60 0.03 9 28.4 0.00 0.60 0.00 10 28.4 0.00 0.60 0.00 11 28.4 0.00 0.60 0.00 12 1.5 -0.02 0.60 0.04 13 1.5 0.04 0.60 0.07 2 Right 8 1.5 -0.02 0.60 0.03 9 28.4 0.00 0.60 0.00 10 28.4 0.00 0.60 0.00 11 28.4 0.00 0.60 0.00 12 1.5 -0.02 0.60 0.04 13 1.5 0.05 0.60 0.08 ---- ------ ---- ------ ----- ----- ----- 3 Left 8 29.4 -0.02 0.60 0.03 9 29.4 0.00 0.60 0.00 10 29.4 0.00 0.60 0.00 11 29.4 0.00 0.60 0.00 12 29.4 -0.02 0.60 0.0 13 29.4 0.05 0.60 0.088 Center 8 29.4 -0.02 0.60 0.03 9 29.4 0.00 0.60 0.00 10 29.4 0.00 0.60 0.00 11 29.4 0.00 0.60 0.00 12 29.4 -0.02 0.60 0.04 s/2/2017 RDO fpes.O"t Page 86 of 180 13 29.4 0.04 0.60 0.07 3 Right 8 29.4 -0.02 0.60 0.03 9 29.4 0.00 0.60 0.00 10 29.4 0.00 0.60 0.00 11 29.4 0.00 0.60 0.00 12 29.4 -0.02 0.60 0.04 13 29.4 0.05 0.60 0.08 LOAD COMBINATION: Load Id Description 1 Dead+Live 2 Dead+Snow 3 Dead+Snow+Snow Drift 4 Dead+Snow+Slide_Snow 5 Dead+0.75Live+0 45Wind_Pressurel 6 Dead+0.75Snow+0.45Wind Pressurel 7 0.6Dead+0.6Wind_Suctionl 8 Live 9 Snow 10 Snow+Snow Drift 11 Snow+Slide Snow 12 0.6Wind_Pressurel 13 0.6Wind Suctionl ------=-------------------------------------------------------------------- ------ ------ ------ ----------------------------------------------------------------- 49172 Roof Diagonal Bracing 3/ 6/2017 12:43pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR: Limit = 0.0 Calc Wind = 76.6 Seismic = 2.5 DIAGONAL BRACING: Brace_Tension(k ) Bay Brace-Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R 2 0.00 19.65 C 0.375 6 CBL 6.54 7.83 0.14 7.83 0.84 19.65 30.00 C 0.250 4 CBL 0.90 3.33 0.03 3.33 0.27 30.00 40.35 C 0.250 4_CBL 0.90 3.33 0.03 3.33 0.27 40.35 60.00 C 0.375 6 CBL 6.54 7.83 0.14 7.83 0.84 49172 Sidewall Diagonal Bracing 3/ 6/2017 12:43pm ----------- ---------------------------------- PANEL SHEAR: Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 47.2 150.2 4.7 50.0 4 46.7 151.8 4.8 50.0 DIAGONAL BRACING: Brace_Tension(k ) Wall Bay Brace Locate ------Diag_Brace---- ----Wind--- --Seismic-- Max Id Id Bot Top Type Size Part Calc Limit Calc Limit UC KL/R ---- ----- ----- ----- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 3 0.0 16.0 C 0.500 8_CBL 8.72 11.60 0.27 11.60 0.75 4 3 0.0 16.0 C 0.500 8-CBL 8.72 11.60 0.27 11.60 0.75 BOTTOM DIAGONAL BRACE REACTIONS: • Wall Bay Col --Wind_Max(k )-- Seismic_Max(k ) Id Id Id Horz Vert(+/-) Horz Vert(+/-) ---- --- --- ----- --------- ----- --------- Page 88 of 180 E BER TABLE a Q DOWNSPOUT LOCATIONS ROOF PLAN U ARK PART o P-101 10, w P-10 B E-100 8ES1E516 E-101 8ES16 0 CB-100 4_CBL N Er 5E-100 L1X1X12 p �a �o �U Ey�j Z Z CORPORATE OFFICE 1912 BUSCHONG HOUSTON,TX 77039 Low E.. 281-442-8247 1 4Y-0`OUT—TO—OUT OF STEEL PORT AND FACILITY 214 FOUNTAINHEAD ROAD 2 PORTLAND,TN 37148 21•-0' 20'-0' 615-325-7351 B 100 E-101 RFl-100 E-100 %-100 B I I I I I I I I SE—lOo I I I I I I I I I P-100 T I. 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