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PIPE RACK DESIGN
u �, FLORIDA ENGINEERING AND DESIGN, INC RECEIVE-0 SEP 09-2015 Pipe Rack Design between Building 4 & Building: 6 Project No: 14-1440 Task 11 SCANNED BY St. Lucie County Prepared For Liberty Tire Recycling 1_ r+ � Liberty TIRE RECYCLIiiG 9675 Range Line Rd Port St. Lucie, Florida 34987 GTE C�iiNtYVO M;Rawewad Not I Com _— -- - --- Prepared By Dai Florida Engineering & Desigri; Inc. INC 255 County Road 555 South Bartow, FL 33830 www.fedinc.com August 31, 2015 Report of Findings and Analysis Sectionl 1. Introduction Project Location 9675 Range Line Rd Port St. Lucie, Florida 34987 This project entails the structural an and design of pipe rack structure between building 4 and building 6 to carry 5" in diameter steel pipe (11 gage wall thickness). The pipe is implemented .to transfer fiber particles by positive air pressure. The loading summary and load combinations for the pipe rack structure is outlined in this section. ETABS was implemented as a Finite Element software to analyze and design the structure. The following standards were implemented to analyze and design the pipe rack structure and foundation. 1- ASCE 7-10 "Minimum Design Loads of Buildings and Other Structures". 3AI3 4- AISC-ASD 360 5- Standard Specifications For Steel Joists and Joist Girders-43rd Edition Figure I- General arrangement of pipe rack system Load Combinations (AISC-ASD 360 Method), Conforming to FBC 2010 and ASCE 7-10 FBC 2010-1605.3 COMB 1 1.0 Dead COMB 2 1.0 Dead + 1.0 Live COMB 3 1.0 Dead + 0.75 Live COMB 4 1.0 Dead + 0.6WindY COMB 5 1.0 Dead + 0.75 Live + 0.45WindY COMB 0.6Dead + 0.6WindY Loading of the 5" steel pipe on the pipe rack structure Dead Load = 10 (lb/ft) Live Load =30 (Ib/ft) Figure 2- Dead Loading on the pipe rack system Figure 3- Live Loading on the pipe rack system Wind Load Risk Category of Structure- I T ---Vai =,1.40 (mile/h)---- —-------FBC-2010-Figure 1609C - —_---- - Wind loading on the pipe rack structure was determined conforning_to the provisions of the Alternate all Heights method in FBC-1609.6 1609.6:3 Design equations. When using the alternative all -heights [method, theMWFRS; and components and clad- ding of every structure shall be designed to tesist the effects of wind pressures on the. building envelope in accordance with Equation 16-34. P �,=q�KCie1 [K,] (Equation 16-34) qs = 50.2 Kz= 1.1 Cnet = 0.73 Kzt= 1.0 Pnet = 40.3 (lb/ftZ) Face area of 1 (ft.) of pipe rack = 1.2 (ftZ) Pnett = 48.4 (lb/ft.) Face area of 1 (ft.) of column support W8x15 = 0.7 (ftZ) Pnet2 = 28.2 (lb/ft.) Figure 4- Wind Loading on the pipe rack system Stress analysis of the Pipe Rack Structure All the load combinations (determined in accordance with ASCE 7-10 and FBC 2010) were used. to assess the strength of the structural steel members conforming to AISC-ASD 360 code. (Induced stress/allowable stress) ratio is provided as a color tape as shown on the bottom of the stress analysis Figure 5. :(No failed member shall be observed), as all. the members passed the design criteria. (Induced stress/allowable, stress) <I.0 for all the members; For further information see the FEA Report. _@ a N>- — a =o. Figure 5- Finite Element Analysis of the pipe rack system INC Section 2 Liberty Tire Pipe Rack Foundation Design in Building 4 Report of Findings and Analysis Project Location This section entails the design of concrete foundation to resist the dead, live and wind loadings resulted from the proposed pipe rack system. The analysis and design of the foundation is based on the critical column reactions obtained from ETABS FEA model. Critical Load Combination = Dead + Live Evaluation of the dimensions of the concrete foundation (7 (ft) x 5.5 (ft)) Allowable vertical foundation pressure on the soil: 2000 (lb/ft?); Based on FBC2010- without Presence of Geotechnibal Report -Table 1806.2 Maximum compressive stress below the;concrcte foundatiori-(lb/ft); (ASD, Allowable method) ' (Dead + Live)/Area of the Pad=(4,000/38.5) = 104.0 (lb/ftZ) < 2000 (lb/ft2) OK Evaluation of the amount of steel rebars in the foundation Minimum required temperature shrinkage steel. (inZ/ft) = 0.0018bh= 0.0:52 (inZ/ft) Provided steel rebar: #5@9" @ 2 layers= 0..83 (inZ/ft) > required 0.39 (in'/ft) OK ETABf"2015 Integrated Building Design Software Pipe Rack Design Model File: Liberty Tire Pipe Rack Design-8-31-15, Revision 0 9/1/2015 Table of Contents 1. Structure Data 1_1 Story Data - - - - 1.2 Grid Data 1.3 Point Coordinates 1.4 Line Connectivity 1.5 Mass 1.6 Groups 2. Properties 2.1 Materials 2.2 Frame Sections 2.3 Reinforcement Sizes 3. Assignments 3.1 Joint Assignments 3.2 Frame Assignments 4. Loads 4A Load Patterns 4.2 Applied Loads 4.2.1 Line Loads 4.3 Load Cases 4.4 Load Combinations 5. Design Data 5.1 Steel Frame Design Page 2 of 24 4 4 4 4 6 8 9 10 10 10 10 11 13 16 16 16 16 16 16 18 18 List of Tables Table 1.1 Story Data Table 1.2 Grid Systems Table 1.3 Grid Lines Table 1.4 Joint Coordinates Data Table 1.5 Column Connectivity Data Table 1.6 Beam Connectivity Data Table 1.7 Brace Connectivity Data Table 1.8 Mass Source Table 1.9 Mass Summary by Story Table 1.10 Group Definitions Tab le2.1 Material Properties - Summary Table 2.2 Frame Sections - Summary Table 2.3 Reinforcing Bar Sizes Table 3.1 Joint Assignments - Summary Table3.2 FrameAssignments- Summary Table 4.1 Load Patterns Table 4.2 Frame Loads - Distributed Table 4.3 Load Cases - Summary Table 4.4 Load Combinations Table 5.1 Steel Frame Summary - AISC 360-10 Page 3 of 24 4 4 4 4 6 6 8 9 9 9 10 10 10 11 13 16 16 16 17 18 Structure Data 9/1/2015 1 Structure Data This chapter provides -model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data 1.2 Grid Data Table 1.1 - Story Data Name Height EfevationMaster °„Similar: Splice` ft ft , -. Story . 'To ` Sto__ Story1 18.25 18.25 No None No - -'Base 0 a `:. . 0 No Table 1.2 - Grid Systems -, gft le story"Rotation, Name Type Or gtnOColor, -rgn eg G1 Cartesian' Default 0 0 0 5 ° ffa0a0a0 Table 1.3 - Grid Lines - - - - — - --- - --- - - 1.3 Point Coordinates Grid: Grid ,- Bubb] e . Ordinate Gtd ID Visiblear Syste'm�Direction rLocation` ,ft' '. G1 X A Yes End 0 GX . B a'-1 Yes 'End G1 X C Yes End 67.25 D °.Yes End 117:25 G1 Y 1 Yes Start 0 ° Gt •= -'Y 2 '='Yes. Start Table 1.4 - Joint Coordinates Data AZ ' Label ft` ; ft Below` .�°:. it ...,0 ..0. 1 0 2 0 -� 3 3 0 0 13.65432 =, "0' • -3 13.65432 5 0 0 9.125 6,1- 9125 ` 7 0 0 4.56875 8: 0 3 �4.56875 9 24.5 0 ,10 245, 3 t 0, i13.65432 11 24.5 0 13 1 24.5 1 0 1 9.125 Page 4 of 24 Structure Data Table 1.4 - Joint Coordinates Data (continued) Label I ii� r-Below;: ft ft` . f 15 24.5 0 4.56875 16 . 24.5 3 4.56875 17 67.25 0 0 18 67.25 3 -0 19 6725 0 13.65432 20 '67.25 3 13.65432. 21 67.25 0 9.125 22.. 67.25 13 9:125 23 67.25 0 4.56875 24 67.25 3 Z6875 25 117.25 0 0 26 117.25. 3 0 27 117.25 0 13.65432 28 117.25 3 13.65432 29 117.25 0 9.125 30 117.25 3 9.125 31 117.25 0 4.56875 32 117.25 3 4.56875 33 4.57366 3 0 ` 34 4.57366 0 0 35 8.97102 3 0 36 8.97102 0 0 37 13.56097 3 0 38 13.56097 0 :0 39 18.02253 3 0 40 18.02253 0 0 41 22.51619 3 0 42 22.51619 0 0 43 27.00984 3 0 44 27.00984_ 0 0 45 31.5035 3 0 - - - - -.49 40.55501- --0-0 .T---___--50 51 52 53 54 55 �.56 57 -40:55501 3 U. 45.01243 0 0 45.01243 3 - 0 49.56174 0 0 49.55174 3 0 54.09105 0 0 64.09105 3 0 58.55141 0 0 Page 5 of 24 9/I2015 Structure Data 9/1/2015 1.4 Line Connectivity Table 1.4 - Joint Coordinates Data (continued) ,. Label. 59 60 61 _62 63 64 65 '- 66 67 68 69 = 71 72 73 74 75 ,( 76 77 = 79 ft It AZ.'.. Below ft 0 0 `0 0 0 -0 �-- �0----� _.��t 0 0 ` 0 b 0:' - 0 - d 0 0 63.01178 0 �63.01178 - 3 72.01145 0 72.01 445 _ 3 76.51129 0 76:51129 3 _ 81.01112 0 81.01112 3 85.51097 0 85.510 77' 3 89.97132 0 89.971 22 3 94.58958 0 94.58958 3 99.01048 0 99:01048- 3 103.54978 0 10354978 = 3` 108.01015 0 108:01 115 3 112.54946 0 Table 1.5 - Column Connectivity Data Column I -End J-End [-End Point Point Story, Ct 1 1 Below C2 n 2 2 Below C3 9 9 Below C4 16 10 Below C5 17 17 Below 6 18 18 blow C7 25 25 Below Table 1.6- Beam Connectivity Data Beam I -End J-End Curve Point Point Type B1 3 4 None . B2 5 6 None B3 7 8 None -B4'= 1- 2 'None B5 11 12 None Page 6 of 24 J Structure Data 9/1/2015 Table 1.6 - Beam Connectivity Data (continued) 136 - B7 138 89 _ B10 B 11 B12 B13 B14 'B 55 B16 1317 B18 6 99 B20 221 B22 823 B24 - ;B25-. B26 827 B28 B29 B30 831 B32 B33 B34 635 B36 637 B38 9 B40 13 14 None None None .None None . None' None None None None None :None None None None .None None None None None None None None None None None None None None .'None None None None None 15 16 9 10 19 20 21 22 23 24 17 18 27 28 29 30 31 32 25 26 2, ' 10 10 18 18 26 17 25 9 17 1 9 34 33 36 35 38. _ 37 40 39 42 41 44 43 46 45 48 47 49 50 51 52 33 54 55 56 57 — 58 59 60 61 62 63 64 65. 65 66 �67 66 B44 75 76 None B45 77 78 None B46 79 80 None B47 _ 1 33 :None B48 33 36 None 649 36 37 _ None . B50 37 40 None Page 7 of 24 Structure Data Table 1.6 - Beam Connectivity Data (continued) -rams - remL. -a ypc -. B51 40 41 None 44 45 _None. B54 45 48 None 855. 48 — 50 .None'= B56 50 51 None B57 51 54 None: B58 54 55 None �859 55 , 58 None,, 360 58 59 None -.B61 59 18 None 862 18 61 None '863 61 64 None--. B64 64 65 None 'I ;B65 55. 68 None B66 68 69 None B68 69 72 •None- B69 72 73 None B70' 73 76 - None... . B71 76 77 - None -'B72 77 80. None B73 80 25 None Table 1.7 - Brace Connectivity Data Brace I End J End i End%` D1 1 4 Below _. D2. 4 - 5 Same.` D3 5 8 Same D4 8 1 ': Same.:: D5. 9 12 Below 6 12 13 Same D7 13 16 Same D8 16 9 '..Same-' D9 17 20 _Below '�D10 20 21 "Same. `. D11 21 24 Same -D12 24 77, Same D13 25 28 Below �28 29 `Same' D15 29 32 Same Page 8 of 24 9/1/2015 Structure Data 1.5 Mass 1.6 Groups Table.1.8 - Mass Source Include Include Include Include .Include Lump Name Added Elements Loads Lateral Vertical at IsDefault Mass Stories Mssrc1 Yes Yes No Yes No Yes Yes Table 1.9 - Mass Summary by Story UX UY UZ Story Ib•s'/ft lb-s'/ft lb-0/f: Storyt 145.4 145.4 �0 :Base 46.56 46.56 V 1 Table 1.10 - Group Definitions Name Color All I Yellow Page 9 of 24 9/1/2015 I Properties 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary Unit Name Type tbE/ft2 v Weight Design Strengths IblfN A615Gr60 Rebar 4176000000 0.3 490 FY86400001b/ft°, Fu=129600001b/ft2 A992FV50 Steel'.-4176000000'.1 0.3 1 490 1 Fr-7200000 lb/ft2. Fu=9360000 lb/ft2 2.2 Frame Sections 2.3 Reinforcement Sizes Table 2.2 -Frame Sections - Summary Name Material' Shape. 26K7 A992Fy50 Joist Section L2XPX3/16.. A992Fy50 Steel.Angle L3X3X1/4 A992Fy50 Steel Angle W8X70 A992Fy50 Steel INVide Flange W8X15 A992Fy50 Steel INVide Flange Table 2.3 , Reinforcing Bar Sizes Name Diameter Area ft " ft #4 1 0.04167 10.001389 #9 0.094. 10.006944 Page 10 of 24 9/1/2015 Assignments 9%1/2015 3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 -Joint Assignments -Summary Storyt Storyt Storyt Storyt Storyt Storyt Storyt story? Storyt Storyt Storyt 8tory1 Storyt .Storyt, Storyt :Storyt ' Storyt Storyt. . Storyt Storyt i Storyt Storyt Storyt St6ry1 Storyt Storyt Storyt Storyt Sloryl —'--- —r Storyt. Storyl 1 2 From Area 2 4 From Area 3 5 From Area 4 6 From Area 5 7 From Area 6. 8 From Area 7 9 From Area - 8 10 From. Area 9 12 From Area 10 14 From Area 11 15 From Area 12 16 _ From Area 13 17 From Area 14 18 From Area 15 19 From Area 16 - 20 From Area 17 22 From Area 18 24 From Area 19 25 From Area 20 26 FromArea 21 27 From Area 22 28 From Area 23 29 From Area 24 30 From Area 25 32 From Area 26 34 From Area 27 35 From Area 28 36 From Area 29 37 From Area 30 38 From Area 31 39 From Area -- _ �_{ Storyt, 32 _ 40. Fmrn Area Storyt F Storyf Storyt Story1 Storyt 'Storyt Storyt Story) Story) 33 41 From Area 34 42 From Area 35 43 From Area '36 44 From Area 37 45 From Area - 38 46 From Area 39 47 From Area 40 48 From Area 1 41 49 From Area Page 11 of 24 Assignments Table 3.1 - Joint Assignments -.Summary (continued) §tory4r.'Label Umg Name 1ue,+"Diaphragm; 'Restraints ..Y , Storyt 42 50 From Area Storyt + 43 51 From Area Storyt 44 52 From Area Storyt 45 53, From Area Storyt 46 54 From Area Storyt ''. 47 55 : ": ' From Area " Story-, 48 56 From Area Story1 49 57. .From Area Story-, 50 58 From Area Story-, 51 59 - From Area Storyt 52 60 From Area Storyt 53. 61`'" +, From. Area ".' r• Storyt 54 62 From Area 5tory1 55 •.63._ .From Area Storyt 56 64 From Area Storyt 57 -65 From Area Storyt 58 66 From Area Storyt ". 59 67. + From Area:-'-T Storyt 60 68 From Area StoryP.," 61 69. 'From Area. Storyt 62 70 From Area Storyt :. n 71 r . From Arear Storyt 64 72 From Area Storyt :. 65 : ;73 '^ FromArea Storyt 66 74 From Area Storyl _ _ 67' 75 5`.: , From Area, Storyt 68 76 ,From Area Storyt 69 77 From Area Storyt 70 78 From Area Story, --= 71"_ 79 From Area Storyt 72 80 From Area Storyt 73 81..'From, Area Storyt 74 82 From Area 'Storyt,. 75 83' From Area Storyt 76 84 .From Area Storyt. -77 w4 <From Area " Storyt 78 86 From Area Story, ' 79 87 From Area Storyt 80 88 From Area Base 1 1 From Area UX;.UY}UZ Base 2 3 From Area UX; UY; UZ Base _` 9 11. --From 'Area UX; Ur UZ Base 10 13 From Area UX; UY; UZ Base : '.17 21-: From Area UX;.UY; UZ Base 18 23 From Area UX; UY; UZ Page 12 of 24 9/1/2015 Assignments 3.2 Frame Assignments Table 3.1 - Joint Assignments Summary (continued) Story at Label ' Natme i. Diaphragm Restraints .:q .-€ .. Base 25 31 .From Area UX; UY; UZ ase .B26 33 From Area UX;UY; UZ Table 3.2 - Frame Assignments - Summary 9/1/2015 • Story Label FUmque Name -Destgn'Length Type Analysis 'ft Section Max 'Destgnn� Stahon i Number,Relea'ses. Section Spaimg ,Stations ft ( Storyt Cl 1 Column 18.25 WBX15 W8X15 3 No Storyt C2 2 Column 18.25. W8Xl5 W8X15''. 3 No Storyt C3 11 Column 18.25 W8X1.5 W8X15 $ No Storyt C4 12 .Column'.. 18.25 W8X15 W8X15 3 No Storyt C5 21 Column 18.25 W8Xl5 W8X15 '3 No 'Staryi C6 22 -Column '18.25 W8X15 W8X15 '3 No Storyt C7 31 Column 18.25 W8X15 W8X15 3 No Storyt CB 92 Column 18.25 W8X15 W8X15 3 No Storyt B1 3 Beam 3 W8X10 W8X10 2 Yes Staryi B2 4 Beam 3 W8X10 W8X10 2 Yes . Storyt B3 5 Beam 3 W8X10 W8X10 2 Yes Storyt B4 10 Beam 3 W8X15 W8X15' 2 - Yes Storyt B6 13 Beam 3 W8X70 WBXl0 2 Yes Storyt _B6 14 'Beam 3 W8X10 WBX10 2 Yes Storyt 87 15 Beam 3 W8X10 W8X10 2 Yes Storyt 88 '20 Beam, 3 WBX15.- WBX15 2 Yes: Storyt 89 23 Beam 3 W8X10 W8X10 2 Yes Storyt B10 24 Beam 3 WBX10 WBX70 2. Yes Storyt B11 25 Beam 3 WBX10 W8X10 2 Yes Staryi B12 ~ 30 -Beam 3 WBX15 W8X15 2 Yes Storyt B13 33 Beam 3 WBX10 WBX10 2 Yes Storyt B14 34 Beam 3 W8X16 W8X10 2 Storyt B15 35 Beam 3 W8X10 W8X10 2 Yes Storyt 816 40 Beam 3 - W8X15 'W8X15 2 Yes Storyt __B17-. __41. --Beam-- 24.5 _ 26K7- -_N/A--- _ 2 - - -Yes--.---- 'Storyt B18 42 Beam _Beam- 42.75 '26K7 NIA 2 Yes -�---- --- -- —_ --- - Storyt- - ---- --- f'=•$ti °ry1 -. -B19- B20- —43— ` 44- Beam 50 -- 26K7 —NIA _ - _ -2" - -- - _ Yes. -`-�_ Yes -- - - ---- - 50 261<7 N/A, 2 Storyt B21 45 Beam 42.75 26K7, _ N/A: 2 Yes Storyt B22 46 Beam 24.5 261<7 N/A '2 Yes Storyt B23 47 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Storyt B24 48 Beam ,3 L2X2X3/16 L2X2X3/16 2 Yes Storyt B25 49 Beam 3 L2X2X3/16 L2 M/16 2 Yes • Storyt B26 50 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes. Storyt B27 51 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes -Storyt B28 52 .Beam 3 1 L2X2X3/161 L2X2X3116 1 2 1Yes. Page 13 of 24 Assignments 9/1/2015 Table 3.2. Frame Assignments - Summary (continued) _. T Max Min <. Story Label Unique Design length Ahalysis Design" , Station i Number Releases Name Type ft Section Section -, Spacing Stations ft, Storyt B29 - 53 Beam 3 1_2M3/16 L2X2X3/16 2 Yes --Storyt==B3h - =57 =• Beam'' =-3 =' 12X2X3/16 it 2X2X3f16 Storyt B31 55 Beam 3 L2X2X3116 L2X2X3/16 2 Yes Storyt 56 Beam '3 T2X2X3116 L2X2X3/16 2 Yea . Storyt B33 57 Beam 3. L2X2X3/16 L2X2X3/76 2 Yes Stary1 334 58 Beam 3 L2X2X3/16 L2X2X3/16 2 Storyt B35 59 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Storyt B36 __CO__ Beam 1 3 L2X2X3/16 L2X2X3/16 1 2. Yes. Storyt B37 61 Beam 3 L2X2X3/16 =2M/16 2 Yes Story,' B38 62 Beam' 3 L2X2X3116 L2X2X3/16? 2. Yes Storyt B39 _ 63 Beam 3 L2X2X3116 L2X2X3/16 2 Yes Storyt B40 64 Beam 3 L2X2X3/16 L2=3/16 _ 2 Yes Sloryl B41 65 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Storyt B42 66 Beam 3 L2X2X3/16 L2X2X3/16 Yes Storyt B43 67 Beam 3 1_2=13/16 L2X2X3/16 tl--�2 2 Yes . Storyt --844: 68 Beam j 3 L2X2X3116 L2X2X3/16:. 2 Storyt B45 69 Beam 3 L2X2X3116 L2X2X3/16 2 Yes Storyt B46 J. 70 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes. Storyt B47 71 Beam 5A6977 L2X2X3/16 L2X2X3/16 2 Yes Storyt B48- 72.. Beam 5:32 223 L2XM3116-L2X2X3/16 2 Sloryl B49 73 Beam 5AB34 L2X2X3/16 L2X2X3/16 2 Yes Storyt 850. 74 Beam- 5.37638 L2X2X3/16 LWX3/16 2 Yes Storyt B51 75 Beam 5.40305 L2 M/16 L2X2X3/16 2 Yes Storyt B53 77 Beam 5.40305 L2X2X3/16 L2X2X3/16 -. I2 Yes Storyt B54 78 Beam 5.42977 B X3/16 L2X2X3/16 2 Yes F—St—Ory7 B55 79 Beam 5.42978 L2X2X3116 L2X2X3/16 2 Yes Storyt B56 80 Beam 5.37295 L2X2X3/16 L2X2X3/16 2 Yes ¢toryl _ -857, 81 Beam 5:44 008 L2X2X3116 L2X2X3/16 - 2 Yes 2, Storyt B58 82 Beam 5.44108 L2X2X3/16 L2X2X3/16 2 Yes Storyt B59 83 Beam 5.37539 L2X2X3116 L2X2X3/16 2 Yes Storyt B60 84 Beam 5.3754 L2X2X3116 L2X2X3/16 2 Yes Story, ' B61: 85 Beams 5.19254 L2X2X3116 L2X2X3/16 2 Yea Storyt B62 86 Beam 5.62774 L2X2X3/16 L2X2X3/16 2 Yes Storyt . B63 .. • 87 Beam 5.40819 7252X3/16 2—OX3/16' .2 es__" Storyt B64 88 Beam 5.40819 L2X2X3/16 L2X2X3/16 2 Yes Storyt ' B65 89 Beam 5.4082 L2X2X3/16 L2X2X3/16 2 Yes Storyt B66 90 Beam 5.37539 L2X2X3/16 L2X2X3/16 2 Yes Story, Bm 92 Beam 6.507ll L2X2X3/16 L2X2X3/16 2 Yes Storyt 669 93 Beam 5.34269 L2X2X3/16 L2X2X3/16 2 Yes FStoryt B70 _ 7 94 Beam 6.44 008 1,2=3116 L2X2X3/16 '•2 Storyt B71 95 Beam 5.3754 L2X2X3/16 L2X2X3/16 2 Yes Storyt B72 . 96 Beam _ 5.44108 L2X2X3/16 L2X2X3/16 -2 Yes Storyt B73 97 Beam 5.5763 L2X2X3116 L2X2X3/16 2 Yes Story, D1. 6' 'Brace —648 119 L353X1/4. L3X3X7/4 '3 Yes Page 14 of 24 Assignments 9/1/2015 Table 3.2 - Frame Assignments - Summary (continued) ,. `. Max Story Label Min :. Unique Design • Length, Analysis Design Station _ Name Type • ft Section Section Spacing Number Releases.Stations' Storyl D2 7 Brace 5.43275 L3X3X7/4 L3X3X1/4 3 Yes 5tory1 D3 8 Brace 5.45522 - L3X3X1/4 :L3X3X1/4 1 —3 Yes Storyl D4 9 Brace 5.46567 L3X3X1/4 L3X3X1/4 3 Yes Story.1" 65 7 16 Brace OBrace 5.48819. L3X3X1/4 L3X3X1/4 - ---3 Yes - Storyl D6 17 5.43275 1�L3X3X1/4 ! L3X3X1/4. 3 Yes story1 - D7 18 Brace i 5.45522 L3X3X1/4 L3X3X1/4 •- 3 Yes Storyl D8 19 Brace 5.46567 L3X3X1/4 L3X3X1/4 3 Yes -.Storyl Storyl D9 D10 26 27 Brace ' Brace 5.48819 5.43275 •13XW14.• L3X3X1/4 L3X3X1/4 L3X3X1A 3 4 3 Yes _ y Yes _ Story1 D11 88 Brace 5.45522 L3X3X1/4 L3X3X1/4 3 Yes Storyl D12 29 Brace 5.46567 L3X3X1/4 L3X3X714 3 Yes St€-- aryl - D13 36 . Brace 548819 1 L3X3X1/4 L3X3X1/4 ' 3 Yes — Storyl D14 37 Brace 5A3275 L3X3X1/4 L3X3X1/4 3 Yes Story D15 38 Brace 545 L31/4 L3X3X1/ 3 ,:Yes Storyl D76 39 Brace 5.46567 67 1.3=X3X7/4 L3X3X1/4 3 Yes Page 15 of 24 d Loads 9/1/2015 4 Loads This chapter providesloadinginformation as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns -Self - Name Type` , ' Weight °a °Auto ' Multiplier:',Load, Dead Dead 1 Live Live •;'"` '0 WmdY Wind 0 None 4.2 Applied toads 4.2.1 Line Loads Table 4.2 - Frame Loads • Distributed Absolute Absolute' ' Relative s Relative " Force Force unique, Design, Load,, " --r Distance Distance Story � ,Label ,° .LoadTyoe Direction Drtance Drtance at Stare at End, .- Name, ,Type „Pattern - r, Start End" , F Start End .:.. tt " ft ,.r Ib//ft Ibfft u. Storyt Ct 1 Column WindY Force Global-Y 0 1 0 18 25 , 28.2 28.2 Storyt. 'C3 " 11 Zolumn WindY 'Force 'Global-Y', •,0 ` 1' ' 50 71 8.25 :' 282" 282 `> Storyt C5 21 Column WindY Force Glottal-Y - 0 1 0 18.25 28.2 28.2 'Story1 , RT 31 , 'Column Windy Force." Global-`F. 0` -Y 1 0 18.25 28i2 Z$2"• Storyt B17 41 Beam Dead Force Gravity 0• 1 0 24.5 5 5 story1 Storyt 918 B19'' 7 42- _ 43 ,. Beam Beam Dead Dead Force Force Gravity° Gravity -- 0 0 11 1 0 0 .' 42 75 50 „5 5 5 .Storyt Storyt B20 B21Beam r :`Beam ,Dead° Dead Force Force Gr6vIV. Gravityw 0 •" 0 ° 1 1 0 0 SOt 4275 5.`.° 5 ' 5 B22Beam . ,Dead Fong Gravity10 e i 24.5— `5Storyt B17Beam J45 Live Force Gravity 0 1 0 24.5 15 15 :Storyt BtaBeam Live -Force Gravity: 4275,Storyt B19Beam Live Force- Gravity 0 1 0 50 15 15 Storyl _'B20- Beam .Live , 'Force Grawtyz 0 � , 4 �" "0 , _ "50` - �. "' .15: ' 15: Storyt B21 45 Beam Live Force Gravity 0 1 0 42.75 15 15 'Storyl B22 46- .`Ream -'Live ', - Force ,Gravity= ' 0 245 15:�� 15° 45 • ..,_., 42 Storyt B22" Beam WiridY Force Y� Globa 0 1 0 24.5 48.4 48.4 4.3 Load Cases Table 4.3 - Load Cases- Summary Name` 3s:Type,., Dead Linear Static Live L near5tatic. WindY Linear Static Page 16 of 24 r Loads 4.4 Load Combinations Table 4.4 - Load Combinations .Name .Load Scale 'Factor T e € yP y Case%Combo Y I Combs Dead I 1 Linear Add No Comb2 Live 1--1"—LinearAdd 7, -No:.3 Comb2 Dead No Comb3-. Live 0.75 Linear Atld No Comb3 Dead 1 No . Comb4 Windy i _0.6 LinearAdd No Cornb4 Dead 1. NO 'C6mb5 - Live . 0.75 Linear Add No- Comb5 WindY 0.45 No CombB Dead 1 No, '- Comb6 WindY 0.6 Linear Add No Page 17 of 24 9/1/2015 Design Data 5 Design Data This chapter provides design -data and results. 5.1 Steel Frame Design Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 1 of 2) 9/1/2015 Storyt -CI 1 Column WBX15 No Message Comb2(C) 0.006 0.003 0.003 0.001 Storyt•:' C1, Column "28X15•-.; No Message Comb6(G). 0.02" Ij 0.012 '. �0.0003233. 0.008^., Storyt C2 2 Column W8X15 No Message Comb4(6) 0.03 0.028 0.001 0.002 Storyt '. C3' ..'• -11 Column W8X15,. -No Message CombS(C). `0011 -Q.005 �; ,0.001 ;0(104_' Storyt C3 Column W8X15 No Message Comb6(T) 0.007 0.001 0.0002493 0.005 Storyt C4 C5 t _12 21 Column Column W8X15; W8X15 No Message No Message Comb5(C) Comb2(C) 0.014Storyt 0.012 0.009 0.001� 0.002 Storyt ; C5 � = Column W8X15; No Message CombS(r): 005 -.' 0038 0.012! Storyt C6 22 Column W8X15 No Message Comb4(C)- 0.086 0.08 0.000164 0.006 Storgl :, Storyt . C7`� C7 ,._'31 Column Column W8Xt 5. W8X15 NO Message No Message Comb2(C)' Comb6(T) ^ 0.012 ` 0.014 0 005 0.007 0.006 0.001 .. 0.001-1 0.606 ME,1 C8 �''32 Column W8X15 - No Message Comb4(C) 0 022 -TO-2. ; 0 001. .:=0.00:1 ` Storyt Bt 3 Beam W8X10 No Message Comb4(C) 0001 0.0010001 0 Storyt ^;t Storyt Storyt 81 IL�B2 f- B3,, 4 :5 Beam, Beam Beam W8X10 WBX10 W8X10' ; No Message No Message No Message_mb4(C) Comb2(T)'. Comb2(T) Co 0.001 0.001 ^ 0.000.001., 0 ': 0 0001 0.001 0.001 ". 0, 0 t�0 Storyt B3 Beam WBX10 No Message Comb2(T) 0.001 0 0.001 0 Storyt -^. S 84 y10Beam W8X15 No Message Comb4(C) 0;0003991 .., 0 0,0003954 Storyt B5 13 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 0 Storyt:- 65 _ Beam W8X10 No Message, C7mb2(T); 0 001 0 0.001" "- 0 Storyt B6 14 Beam W8X10 No Message Comb2(T) 0.001 0 0.001 0 StoryI 67 ,15, Beam 'W8X10, No Message Comb4(C). 0.001 ':. Storyt B7 Beam W8X10 No Message Comb2(T) 0.001 0 0.001 0 "Storyt, B8' `'20 _'Beam ,. W8)(15 No M� essage Comb2(T) 0.00039,92I$11-� 0.0003954Storyt B9 23 Beam W8X70 No Message Comb4(C) 0.001- 0.001 0 Storyt. `:Beam' B70 24 Beam W8Xt0 W8X10 NoMessage No Message (50-m (T) Comb6(C) O;OOi` 0.00031370.0003109 , 0 001Storyt 0 . Storyt' _.610• _ _ ,Beam W8X10No Message Comb2(T)`, .0 001..0001 0Storyt B11 25 Beam W8X10 No Message Comb4(C) 0.001 0.001 0 Beam WBX10° NO Message Comb2(T) `0.001_i 0001 Storyt B12 30 Beam WBX15 No Message Comb4(T) 0.008 0.008 0.0003954 0 'Story, B13, 33 Beam W8X10". No Message Comb4(C)-, " 0.001 0001 0001 ,."0 Storyt B13 Beam W8X10 No Message Comb2(T) 0.001 0 0.001 0 StoryL-. Storyt B14. 'B15 34 35 t. Beam . Beam , W8X10 W8X10 No Message No Message Comb2(T). Comb4(C) 0.001 0.001 0. -F 0.001 OA01 0.001 0 `" 0 StoryT:^. °,=815' 3 .�. Beam ' -W8X10": N Kessage Comb2(T) 0.001 OC„ 0.001 Storyt B16 40 Beam W8X15 No Message: Comb4(C) 0.0003961 0 0.0003954 0 Storyt. 816 I Beam 'W8X15 No Message_ Como2(T), 0.0003976 ;.; 0 i. 6.0003954.'. "0 Storyt B23 47 Beam L2X2X3/16 No Message Comb4(C) 0.017 0.011 0.002 0.004 Storyt ..... " B24 ,;46 Beam - C2X2X3/16 No Message Comb4(C). _ ,0. 006 - - 0" ' ?^ 0.002 ;. 0A014: •• Page 18 of 24 Design Data Table 5.1 -Steel Frame Summary - AISC 360-10 (Part 1 of 2, continued) 9/1/2015 Unique Design Design- PMM, PMM M Major M Story ": Label ' Name TypeSection Status Combo ' Ratio P Ratio l,Ratio Minor .: Ratio Storyt B24 Beam L2X2X3/16 No Message Comb5(T) 0.006 0 0.002 0.004 Storyt B25 49 Beam: L2X2X3/16 No Message Comb4(C) 0.018 0.011 0.002 - 0004 Storyt B26 50 Beam L2X2X3/16 No Message Comb5(C) .0.006 0 0.002 0.004 Storyt B27 51 Beam L2X2X3/16 No Message Comb4(C) 0:014 0.008 0.002 -_0.004 Storyt B28 52 Beam L2X2X3/16 No Message 0.006 0 0.002 0.004 Storyt B29 53 Beam L2X2X3/16 No Message ;Comb5(C) omb4(C) 0.017 0.011 0.002 0004Storyt B30 54 Beam L2X2X3/16 No Message omb5(C)- 0.006 0 0.002 0.004 Storyt B31 '55 'Beam L2X2X3/16 No Message Comtrl(C). 0.017 0.011 1 0.002 0.004 ' Storyt B32 56 Beam L2X2X3/16 No Message Comb5(C 0.006 �0 0.002 0.004 Storyt B33 57 'Beam L2X2X3/l6 No Message Comb4(C '0.018 0.011 0. 002 0.004 Storyt B34 58 Beam L2X2X3/16 No Message. Comb5(C) 0.006 0 0.002 0.004 Storyt B35 59 Beam L2X2X3/16 No Message Comb4(C). 0.017 0.011 0.002 0.004 Storyt B36 60 Beam L2X2X3/16 No Message Comb5(C) 0.006 0 0.002 0.004 F.Sto;j1 B37 61 Beam "L2X2X3/16 No Message Comb5(C)" 0.006 0 # 0,002 0.004 Storyt B38 62 Beam L2X2X3/16 No Message Comb4(C) 0.017 0.011 0.002 0.004 Storyt B39 63 Beam L2X2X3/16- No Message Comb5(C) 0.006 0 f 0.002 0.004 Storyt -B40 64 {{{ Beam L2X2X3/16 No Message Comb4(C) 0.017 0.011 0.002 0.004 F.Storyl 'B41. 65 Beam L2X2X3/16 No. Message Comb5(C) 0.006 0 - 0.002 0.004 Storyt B42 66 Beam L2X2X3/16 No Message Comb4(C) 0.018 0.011 0.002 0.004 Storyt. B43 67 Beam L2X2X3/16' No Message Comb5(C) 0.006 0 0.002- 0.004 Storyt B44 68" Beam 12M3/16 No Message Comb4(C) -0.017 0.011 0.002 0.004 Storyt B45 69 Beam L2X2X3/16 No Message Comb5(C). 0:006 0 0:002 - 0.004 Storyt B46 70 Beam L2X2X3/16 No Message Comb4(C) 0.017 0.011 0.002 0.004 Storyt B47 71 1 Beam L2X2X3/16 No Message Com64(f) 0.068 _ 0.051 _ _ 0.006 001 Storyt B48 72 Beam L2X2X3/16 No Message Comb4(C). 0.23 0.212 0.007 0.011 Story? B49 73 'Beam L2X2X3/16 No Message ;Comb3(C). 0.018 0 0.007 0.011 Storyt B49 Beam L2X2X3/16 No Message Comb4(T) 0.048 0.03 0.007 0.011 F-st`oryT 850 74'. :Beam L2X2X3/16 No Message Comb4(C) 0.117 0.1 0.007 0.011 Storyt B50 Beam L2X2X3/16. No Message Comb3(T): 0.018 0 0.007 0.011 Storyt B51 75. Beam L2X2X3/16 No Message Comb3(C) 0.018 0 0:007 0:011 _ Storyt B51 Beam L2X2X3/16 No Message Comb4(T) 0.025 0.007 0.007 0.011 Storyt I B53 - 77 Beam L2X2X3/16 No Message Comb4(C) 0.063 0.045 0.007 0.0117 Storyt B54 78 Beam L2X2X3/16 No Message Comb4(T) 0.037 0.019 0.007 0.011 ' Storyt. B55 , 79 Beam L2X2X3/16 NoMessage Comb4(C) 0.186 0.168 0.007 0.011 ___ - - -Story.1_-B56_ .80_ Beam-.-L2X2X3/16.-No Message--Comb4(T) -0.058-- -0.041- 0.007---0.011----------j --B57 - ' - 81 - Beam -L2X2X3/16 No Message Comb4(C) - '0.311 0.292 ' 0.007 ' 0.011 - - - -- Storyt B58 82 Beam LOUX3/.16 No Message Comb4(T) 0.081 0.063 0.007 0.011 Storyt B59 83 Beam L2X2X3/16 No Message. Comb4(C 0.419 0.401 0.007 0.011 Storyt B60 84 Beam L2X2X3/16 No Message Comb4(T) 0.102 0.084 0.007 0.011 Storyt B61 85 Beam L2X2X3/1i No Message Comb4(C) 0.43' 0.416 0.006 0.009 Storyt B62 86 Beam L2X2X3/16 No Message Comb4(C) 0.482 0.465 0.007 0.011 . Storyt B62 Beam L2X2X3/16 ssage Combl(T) 0.017 00.007 0011Storyt B63 87 Beam L2X2X3/16 ssage f Combl(C) 0.018 0 0.007 0.011 Storyt B63 Beam L2X2X3/16 ssage Comb4(T) 0:09 - 672 0.007 0:011 Page 19 of 24 Design Data Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 1 of 2, continued) 9/1/2015 ' -Unique Design Dasigrri: PMM '' { 'PMM - M Major Story ' Label - Status P Ratio Minor Name Type,.' Section Combo - Ratio Ratio ?. Ratio Storyt B64 88 Beam L2X2X3/16 No Message Comb4(C) 0.356 0.338 0.007 0.011 Storyt: ,.., B64 ,Beam L2X2X3/16 No Message Ccmb3(T) '0.018 0 0.007 _.':0.011 Story1 B65. 89 Beam L2X2X3/16 No Message Comb3(C) 0.018 0 0.007 0.011 Story!'' .B65. Beam '. L2X2X3/16 No Message Comb4(T)' '0:068 0.05 0.007 • •,001771 _ Story! B66 90 Beam L2X2X3/16 No Message Comb4(C) 0.231 0.213 0.007 0.011 Story1'-- 966 Beam L2X2X3/16 No Message Comb3(T 0.016 0. 0.007 70.017 Story! B68 92 Beam L2)C2X3/16 No Message Combl(C) 0.019 0 0.007 0.011 Storyt. B68 Beam_ L2X2X3/16 No Message. C6mb4(T). 0.047 0.029 0.007 0:011 Story! B69 93 Beam L2X2X3/16 No Message Comb4(C) 0.109 0.092 0.007 0.011 Story!". = 569 Beam L2X2X3/16 No Message -Comb3(T)- 0.017 0 0.007 0 011 Story! B70 94 Beam L2X2X3/16 No Message. Combl(C) 0.018 0 0.007 0.011 Story!', _ B70 - •Beam, L2X2X3/16 No Message Comb4(T)' 0.025 -• 0.006 0.007 . f.0011 Story! B71 95 Beam L2X2X3/16 No Message Comb4(T) 0.622 0.005 0.007 0.011 FStory1 .. B72 �96 - Beam L2X2X3/16 No Message Comb4(C) ..0,106 0.088 .0.007 ''0:0 1 Story! B73 97 Beam L2X2X3/16 No Message Comb4(T) 0.044 0.027 0.007 0.011 Story3 101 '6 .Brace L3X3X1/4 No Message Comb2(C)::. 0:008 0.0002287 0.003 - ° 0005 Story! D1 Brace L3X3X1/4 No Message Comb4(T) 0.048 0.041 0.003 0.005 StoWF 52' 7 .: Brae L3X3X1/4 No Message 5omb4(C) '=0:098 0.091 0.003 -0-005 Story! D2 Brace L3X3X1/4 No Message Combl(T) 0.0001241 0.0001241 0 0 Story! '.D3 8 Brace L3X3X1/4 No Message Comb2(C) + ' 0.008 0.0004281 0.003" : -0-0-0-5-1 Storyt D3 Brace L3X3X1/4 No Message Comb4(T) 0.041 0.033 0.003 0.005 Storyb.: D4. 9 Brace .L3X3X1/4 No eMssage Comb4(C) 0.083 0.076 0.003 - -005. Storyt D4 Brace L3X3X1/4 No Message Comb1(T) 00002012 0.0002012 0 0 Storyt' D5 16 Brace L3X3X1/4 No Message Comb2(C) , 0.008 0.0004644 0.003 -0005 Storyt D5 Brace L3X3X1/4 No Message Comb4(T) 0.022 0.015 0.003 0.005 Storyt , D6. 17 Brace L3X3X1/4 No Message Comb4(C) 0.036 ,0.028 0.003 - 0.005 Storyt D6 Brace L3X3X7/4 No Message Combl(T) 0 0 0 0 Stow D7 48 'Brace C3X3X1/4 No Message Comb2(C)= `.0.008 0.001 0.003' 00 55 Storyt D7 Brace L3X3X1/4 No Message Comb4(T) 0.015 0.008 0.003 0.005 Storyt . D8 19 Brace L3X3X1/4 No Message Comb4(C) 0.019 0:012 - 0.003 - 0 005 Storyt D8 Brace L3X3X1/4 No Message Combt(T) 0.0001623 0.0001623 0 0 Storyt ;. D9- 26 Brace L3X3X1/4 No Message Comb2(C) { , 0.008 0.001 . 0.003 ^ 0.005 Storyt D9 Brace 1-3X3X1/4 No Message Comb4(T) 0.116 0.169 0.003 0.005 Story] �.'; D10 27 Brace L3X3X1/4 No Message Comb4(C) ..' 0.265 0.257 0.003 7005 Storyt Dil 28 Brace L3X3X1/4 No Message Comb2(C) 0.009 0.001 0.003 0.005 StoryT - D1$ Brece L3X3X1/4 No Message Comb4(f) , 0.107 - 0.1' 0.003 `0.005 Storyt D12 29 Brace LWQX1/4 No Message C6mb4(C) 0.252 0.245 0.003 0.005 Storyt; D12 Brace L3=1/9 No.Message Combl(T).0.0001542; -0.0001542 0 Sloryl D13 36 Brace L3X3X1/4 No Message Comb2(C) 0.008 0.0003709 0.003 0.005 Storyt ' D13' . - Brace 'L3=1/4' • No Message Comb4(T) 0.036 0:028 0.003 a0005' Storyt D14 37 Brace L3X3X114 No Message Comb4(C) 0.068 0.061 0.003 0.005 Storyt '. D14 Brace L3X3X1I4 No Message Combt(T). 0 0 0 - 0 Storyt D15 38 Brace L3X3X114 No Message Comb2(C) 0.008 0.001 0.003 0.005 Storyt D75 Brace L3X3X1/4 No Message Comb4(T) 0.029 •0.021 0.003 0005. Page 20 of 24 Design Data 9/1/2015 Table 5.1 - Steel Frame Summary- AISC 360-10 (Part 1 of 2, continued) Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 2 of 2) Story Label Unique N Major V Major "V Minor V,.Mino Name Combo; 'Ratw� :.Combo'. Ratio Storyt C1 1'. Comb2 0.0601846 Comb6 0.001 Storyt C1 Storyt C2 2 Comb2 OA001848 Comb6 0 Storyt C3 11 Comb2 0.000141 Comb6 0.001 Storyt C3 Storyt C4 12 Comb2 0.00014.01 Comb2 b.0001007 Storyt C5 21 Comb2 0 Comb6 0.001 Storyt - C5: - Story1 C6 22 Comb2 0 Comb6 0.0002104 Stov1 I Comb2 10.00038151-Comb6 I 0— 001 I Storyt Storyt: Storyt " Sfary1 Storyt Storyt7B4 Storyt Storyt Storyt Storyt Storyt Storyt Storyt Storyt St_oryl Storyt —_Storyt --811— 81 3 Comb5 0.001 Comb6 0 61^ 62 - 4 Comb5 0.001 - Comb6 0 B3 ' 5 Comb5 0.001 Comb6 0 63 B5 10 13 Comb5 Comb5 0,001 0.001 Comb6 _ 0 0 B5 B6 14 Comb5 0.001 Comb6 0 B7 15 Comb5 0.001 Comb6 0 B7 'B8 20 Comb5 0.001 Comb6 0 � B9 - 23 Comb5 0.001 Comb6 0 B9— 1370 _ B70. _ 24 Comb5 0.001 i Comb6 0 __ 25 _ " _Comb5- —0.001- -Comb6- - --0-- -- -- — - Storyt Storyt Story, Storyt Storyt Storyt Storyt Storyt 812 30 Comb5 0.001 Comb6 0 'B13 - 33 Comb5 0.001 .Comb6 0 B13 B14 34 Comb5 0.001 Comb6 0 B15 35 Comb5 0.001 Comb6 0 _ 1315- B16 40 Comb5 0.001 Comb6 _ 0 Page 21 of 24 Design Data Table 6.1 - Steel:Frame Summary - AISC,360-10 (Part 2 of 2, continued) Sto `t.abej ry' 'Name ' [lnique (V Major - V Major={V "Minor VjMinor Combo Ratio _ =Combo �-Ratio Storyi 823 47 Comb5 0.001 Comb6 0 'Storyi B24 : , 48 Comb5 0.001 Comb-6 .0 - Storyi B24 'C70 i65 U_Off �.; 6996 ,:' .�0r Storyi '. B25 49 Storyi B26 50 Comb5 0.001 Comb6 0 Storyi. " 8.27 51 Comb5 0:001. Comb6 - 0 Storyi B28 52 Comb5 0.001 Camb6 0 Storyi B29";:, ` 53 Comb5 0.001 fCornb6, 0 Storyi 830 54 Comb5 0.001 Comb6 0 Storyi. B31 -55 Comb5 0.001'7Comb6.. 0 Storyi B32 56 Comb5 0.001 Comb6 0 Storyi B33=•57 Comb5. 0.001 _Comb6 Storyi 934 58 Comb5 0.001 Com66 0 F. -Story?? 635.. . 59- -'Comb5 0:001 ` Comb6+0 Storyi B36 60 Comb5 0.001 Comb6 0 Storyi 7S37' '61 Comb5 0.001 7C9mb6' 0' Storyi _ 838 62 Comb5 0.001 Comb6 0 .Storyi 839 fib Combs 0.00,1 Comb6 0 Storyi B40 64 Comb5 0.001 Comb6 0 Storyi 641 = 65` .Comb5. 0.001 ,Comti6' Storyi B42 66 Comb5 0.001 Comb6 0 'Storyi B43 67 Comb5 0:001. Comb6 0 Storyi B44 68 Comb5 0.001 Comb6 0 Story, 845 -69 Comb5, 0.601 --:,'Comb6 Storyi 846 70 Comb5 0.001 Comb6 0 'Storyi B47 71 Comb5 0.001 , Gomb6 0 Storyi 848 72 Comb5 0.001 Comb6 0 ,'Storyl _ B49 �_ 73 Comb5 0.001: 7omb6• 0 Story1 B49 L Storyi L B50 ;� 74 Comb5 0.001 Comb6 0:: Storyi B50 Storyi ' B51 75 Com_ b5 0.001 Co_ mb6 -0 Storyi B51 Storyi - ` B53 7-7 6omb5l, 0.001 Comti6' _ •0 Storyi B54 78 Comb5 0.001 Comb6 0 Storyi B55 79 Comb5 0.001 -7amb6 0 Storyi B56 80 Comb5 0.001 Comb6 0 Story- 7957 „' 81 _ Comb5 '0.001 ._ C6mb6 '0 Storyi B58 82 Comb5 0.001 Comb6 0 Storyi. B59 • 83 Comb5 6.001. : Comti6 ! b Storyi B60 84 Comb5 0.001 Comb6 0 FStory1 B61. 85 Comb5 0.001_ Qomb6 Storyi B62 86 Comb5 0.001 Comb6 0 Storyi - B62 Storyi B63 87 Comb5 0.001 Comb6 0 Page 22 of 24 9/1/2015 4 i 1 M � Design Data 9/ l /2015 Table 5.1 - Steel'. Frame Summary - AISC 360-10 (Part 2 of 2, continued) Story ;Unique fV Major,. V MajorP.V Minor',V ;Minor .Label -. Name Combo; Raho ntCombof pwilo`.. ,,.:"� Storyl B63 Storyl 1364 88 Comb5 - 0.001 ( Comb6 ' 0 Storyl B64 Storyi B6589 `C_omb5 0.001 ,.Comb6 - 0 Storyl B65 0t 1 966 90 Comb5 0.001 Comb6 '0 Storyl B66 Storyl B68 92 Comb5' 0.001 Comb6 0 Storyl B68 Storyi 9166 93 Comb5 0.001' „Comb6 0 Storyl B69 Storyi B70: -� 94 �. Comb5 0.001 '70mb6 0 Storyl B70 Storyl B71 95 Comb5 0.001 Cornw Storyl B72 96 Comb5 0.001 Comb6 —0 � Story1. B73 97 Comb5 0.001 ComM Storyl Dl 6 Comb5 0.001 Comb6 0 Storyl D1 Storyl D2 7 Comb5 0.001 Comb6 0 St0ry1 '.D2' - Storyl D3 8 Comb5 0.001 Comb6 v 0 Storyl b3 Storyl D4 9 Comb5 0.001 Comb6 0 Storyl D4' Storyl D5 16 Comb5 0.001 Comb6 0 Storyi D5 Storyl D6 17 Comb5 0.001 Comb6 0 Story,D6 `4I Storyl D7 I 18 Comb5 0.001 Comb6 0 Storyi D7 1} Storyl D8 19 Comb5 0.061 Comb6 0 Storyi. DS Storyl D9 26 Comb5 0.001 - Comb6 0 Story1. D9 Storyl D70 27 Comb5 0.001 Combs 0 - - --- -- - - Sto, - Dll 28 ry1 Comb5' 0.001' 'Comb6 0 ----- 5to _—____.. �-ryT- Storyt D12 29 Comb5 0.001 'Comb6 -0 Storyl D12 Story1 D13 36 Comb5 ,0.001 Comb6 0 Storyl D13 Storyl 114 37 Comb5 0.001. C_omb6 0 Sloryt D14 Storyl D75 38 Comb5 0:001 Comb6 0 Storyl D15 Page 23 of 24 Design Data Table 5.1 - Steel Frame Summary- AISC 360-10 (Part 2 of 2, continued) Story Label . Unique V Major VMajor VMinor V Minor Name Combo Ratio Combo Ratio Story! Dt6 39 Comb5 0.001 Comb6 0 Storyl D16� Page 24 of 24 9/1/2015 .F1ORIDA ENGINEERING;ANO<DESIGfV,;It�IC INC SCANNED Pipe Rack Design St. Luce BY between Building 4 & Building 6 Project No: 14-1440 Task 11 IL}. Prepared For v Liberty Tire Recycling MEN r, Lik 0!1TIR RY p------q�s�o �� 9675 Range Line Rd ce *, Mo T Port St. Lucie, Florida 34997 61 -� ` - - g. --Prepared By_ - - - ----- - __ . - Florida Engineering & Design, Inc. I N C 255 County Road 555 South Bartow, FL 33830 www.fedinc.com September 25, 2015 1 Index Sheet This report contains the structural analysis and design of pipe rack structure between building 4 and.building 6 to;carry 5" in diameter steel pipe (1 I gage wall thickness) in Liberty Tire Recycling Plant located in Port St.. Lucie, FL including load calculations and Finite Element Analysis using ETAB software (Page 9 through 32 of this report). The analysis conforms to the following code and 'standards: 3- ASCE 7-10 "Minimum Design Loads of Buildings and Other Structures". 2- Florida Building Code 2014 5a' Edition. 3- AISC-ASD 360 The report contains 32 pages with the page# indicated on the bottom right corner of each page. Please feel free to contact me if you have any questions or concerns No.74461 i Yi���eA .c'►� Report of Findings and Analysis Sectionl. 1. Introduction Project Location 9675 Range Line Rd Port St. Lucie, Florida 34987 This project entails the structural analysis and design of pipe rack structure between building 4 and building 6 to carry 5" in diameter steel pipe (I1 gage wall thickness). The pipe is implemented to transfer fiber particles by positive air pressure. The loading summary and load combinations for the pipe rack structure is outlined in this section. ETABS was implemented as a Finite Element software to analyze and design the structure. The following standards were implemented to analyze and design the pipe rack structure and foundation. 4- ASCE 7-10 "Minimum Design Loads of Buildings and Other Structures". 5- Florida Building Code 2014 5`h Edition. 6- ACI318-11 7- AISC-ASD 360 8- Standard Specifications For Steel Joists and Joist Girders-431 Edition I 715 ,03 i Ell `CI - `T PIPE BFIOU 9000NBE. LLMb.. VIEW I , Figure 1- General arrangement of pipe rack system —rJ 3 Load Combinations (RISC-ASD 360 Method), Conforming to FBC 2014, 5" Edition and ASCE 7-10 FBC 2014- 1.605.3 COMB 1 1.0 Dead COMB 2 1.0 Dead + 1.0 Live COMB 3 1.0 Dead + 0.75 Live COMB 4 1.0 Dead + 0.6WindY COMB 5 1.0 Dead + 0.75 Live + 0.45 WindY COMB 6 0.6Dead + 0.6WindY Loading of the 5" steel pipe on the pipe rack structure Dead Load = 10 (1b/ft) Live Load = 30 (Ib/ft) Figure 2- Dead Loading on the pipe rack system Figur3- Live Loading on the pipe rack system Wind Load Risk Category of Structure: I Uetr=-140-(mile/h)-- _ -- EM -1609C - — - --- Wind loading on the pipe rack structure was determined conforming to the provisions of the Alternate all. Heights method in FBC 2014-1609.E F1 1660.6.3 Design equations. When usin the alternative all -heights method, the MWFRS, and.components and clad- dina of every structure shall be designed to resist the effects of wind pressures.on the building envelope in accordance with Equation 16-34. P ,t -q, k c.IKuI cis = 50.2 Kz= 1.1 Cnet = 0.73 Kzt= 1.0 Pnet = 40.3 Q Wt2) (Equation 16-34),: Face area of 1 (ft.) of pipe rack = 1.2 (ft2) Pneti = 48.4 (lb/ft.) Face area of 1 (ft.) of column support W8x15 = 0.7 (ft2) Pne.t2 = 28:2 (lb/ft.) Figure 4- Wind Loading on the pipe rack system OINC Stress analysis of the Pipe Rack Structure All the load combinations (determined in accordance with ASCE 7-10 and FBC 2014) were used to assess the strength of the structural steel members conforming to AISC-ASD 360 code. (Induced stress/allowable §tress) ratio is provided as a color tape as shown on the bottom of the stress analysis Figure 5.. (No failed member shall be observed), as all the members passed the design criteria. (Induced stress/allowable stress) <1.0 for all the members; For further information see the FEA Report. y t]Y fi 0 Figure S- Finite Element Analysis of the pipe rack system II Section 2 Liberty Tire Pipe Rack Foundation Design in Building 4 Report of Findings and Analysis Project Location This section entails the design of concrete foundation to resist the dead, live and wind loadings resulted from the proposed pipe rack system. The analysis and design of the foundation is based on the critical column reactions obtained from ETABS FEA model. Critical Load Combination = Dead + Live Evaluation of the dimensions of the concrete foundation (7 (ft) x 5.5 (ft)) Allowable vertical foundation pressure on the soil: 2000 (IWO); Basedon FBC2014 5`h Edition- without Presence of Geotechnical Report -Table 1806.2 Maximum compressive stress below the concrete foundation (lb/ft2); (ASD, Allowable method) (Dead + Live)/Area of the Pad = (4,000/38.5) = 104.0 (lb/ft) < 2000 (lb/ft2) OK Evaluation of the amount of steel rebars in the foundation Minimum required temperature shrinkage steel (in2/ft) = 0.0018bh = 0.0.52 (in'/ft) Provided steel rebar: #5@9" @ 2 layers= 0.83 (in2/ft) > required 0.39 (inZ/ft) OK ETABf"2015 Integrated Building Design Software Pipe Rack Design Model File: Liberty Tire Pipe Rack Design-8-31-15, Revision 0 9/1/2015 0 Table of Contents 1. Structure Data 1.1 Story Data 1.2 Grid Data 1.3 Point Coordinates 1.4 Line Connectivity 1.5 Mass 1.6 Groups 2. Properties 2.1. Materials 2.2 Frame Sections 2.3 Reinforcement Sizes 3. Assignments 3.1 Joint Assignments 3.2 Frame Assignments 4. Loads 4.1 Load Patterns 4.2 Applied Loads 4.2.1 Line toads 4.3 Load Cases 4.4 Load Combinations 5. Design Data 5.1 Steel Frame Design Page 2 of 24 4 4 4 4 6 6 9 10 10 10 10 11 11 13 16 16 16 16 16 16 16 16 IL List of Tables Table 1.1 Story Data Table 1.2 Grid Systems Table 1.3 Grid Lines Table 1.4 Joint Coordinates Data Table 1.5 Column Connectivity Data Table 1.6 BeamConnectivity Data Table 1.7 Brace Connectivity Data Table 1.8 Mass Source Table 1.9 Mass Summary by Story Table 1.10 Group Definitions Table 2.1 ;Material Properties -Summary Table 2.2 Frame Sections - Summary Table 2.3 Reinforcing Bar Sizes Table 3.1 Joint Assignments -Summary Table 3.2 Frame Assignments - Summary Table 4.1 Load Patterns Table 4.2 Frame Loads - Distributed Table 4.3 Load Cases - Summary Table 4.4 Load Combinations Table 5.1 Steel Frame Summary - AISC 360-10 Page 3 of 24 4 4 4 4 6 6 8 9 9 9 10 10 10 11 13 16 16 16 17 18 11 Structure Data 9/1/2015 1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story' Data 1.2 Grid Data Table 1.1 - Story Data Name Height Elevation ' Master Similar Splice . - ft ft, Story TO Story Storyl 18.25 18.25 No None No .Base L 0 0 . No , None No Table 1.2 - Grid Systems Story 'Name R n Bubble Type F, Ran a 9_ Origin Origin deg 9 Color ft ft ft G1 I Cartesian I Default 1 0 1 0 1 5 ffaoaoa0 Table 1.3 - Grid Lines 1.3 Point Coordinates Grid Grid: GriBubble Ordinate d IU Visible System Direction _ Location 'ft G1 X A Yes End 0 G1 X B Yes, .End , 24:5 G1 X C Yes End 67.25 G1 X D Yes. .End 917:25 G1 Y 1 Yes Start 0 G7 , _Y1 Z Yes. Start, 3 Table 1.4 - Joint Coordinates Data AZ CabeC. ft,...,. Below ft 1 0 0 0 3 1 0 1 0 113.65432 5 I 0 D 9.125 �0 3: 7 4 0 4:56875 0 :• 3- 4.56875 9 24.5 0 0 10 24.6 3 0 11 24.5 0 13.65432 1 '.3 13.65432 13 24.5 0 9.125 Page 4 of 24 I� Structure Data Table 1.4 - Joint Coordinates Data (continued) dY �Label� fl ne e Below. 15 24.5 0 4.56875 .: 16 24.5 . 3 4.56875 17 67.25 0 0 18 .6725 - 37 19 67.25 "0 13.65432 20 :6725' 3 13.65432 21 67.25 0 9.126 22 6725 3 9.125 23 67.25 0 4.56875 _ 24 67.25 3 4.56875 25 117.25 0 0 26 117. 55 3 27 117.25 0 13.65432 28 117.25 3 13.65432 29 117.25 0 9.125 30 117.25 3, 9.125 31 117.25 0 4.56875 32 117.25 3 4.56875 33 4. 77366 3 0 34 4.57366 0. -0 35 8.97102 3 0 36 8.97102 'f 0 0 37 13.56097 C 3 0 38 13.5 0097 0 0 39 18.02253 3 0 40 '18.02253 0 0 41 22.51619 3 0 .. 42 22.51619 0 0 43 27.00984 3 -0�-� 44 27.00984 0 d l 45 31.5035 3 0 46 31.5035" :0 47 36.02926 3 _ 0__ __ - --- 48 49___40:55501__0.-__-0 51 45.01243 0 _ 0 52 45.01243 3 -0 53 49.55174 0 54. 49,55174 3 �0 55 54.09105 0 0 56 .54.09105 3 0 57 58.55141 0 0 Page 5 of 24 9/1/2015 13 Structure Data 1.4 Line Connectivity Table 1.4 - Joint. Coordinates Data (continued) AZs. Label It ft Below It 59 63.01178 0 0 ._ 60 _ _,63.01178 3 0 ,. 61 72.01145 0 0 62 72.01145 3. = 0. 63 76.51129 0 0 64— 7651129 =3 -n. 65 81.01112 0 0 66 , 81:01112 3 0" 67 85.51097 0 0 = 68 85151097 = 3 = 69 89.97132 0 0 70 89.97 332 - 3 0.. 71 94.58958 0 0 72 94:5 9958 3P 73 99.01048 0 0 74 99.01048 8 0 75 103.54978 0 0 = 103. 44978 3 0 ' 77 108.01015 .0 0 78 -908:0 0015 3. 0 79 112.54946 0 0 Tattle 1.5 - Column Connectivity, Data .Column -I-End :J-End I -End. - Point `' Point ' Story Ct 1 1 Below C2 - 2 2 Below 9 9 Below g �C�3 1 "" to 10 Below C5 17 17 Below -0fi '-18 18 Below C7 25 25 Below Table 1.6 - Beam Connectivity Data 'Beam [-End '' J-End Curve Point Point Type. .3 B1 4 82 ..5 6 B3 7 6 gNone . B4 - 1 ._ 2 B5 11 12 Page 6 of 24 9/1/2015 14 Structure Data 9/1/2015 Tattle 1.6 - Beam Connectivity Data (continued) Beam B6 B7 B8 B9 810 'F B11 B12 B13 B14 B 55 B16 B17 B18 819 B20 - 'B21 B22 B23 B24 825 B26 .B27 828 B29 B30 B31 B32 833 B34 B35' B36 B37 B38 — -- 939 B40 .I -End Point " J-End Point Curye Type None None None None None .None None None None None None .None None None None None None None None None None None None None None None None None None None None None None None 13 14 "15 16 9 10 19 20 21 22 23 24 17 18 27 28 29 30 31 _ 32— 25 26 2 0 10 18 18 - J 26 17 25 9 "17 1 9 "'34 ,33 36 35 :38 ` 37 40 39 '- 42 41 44 43 ` 46 .45. 48 47 49 50 51 52 53 54 55 56 57' 58 59 60 61 62 63 64 65 66-- 67 68 B411 69 70 None ---- — 842--71 B43 B44 845' B46 B47 B48 849. B50 72 - None _ None None ' None .None None - None None 73 74 75 76 77 78 79 80 1 .33 33 36 36 37 37 40 Page 7 of 24 15 Structure Data Table 1.6 - Beam Connectivity Data (continued) `rulli[ 1, rullll IYPe. B51 40 41 None B53 - 44 45 None B54 45 48 None B55 8 50� None B56 50 51 None F B57 ' 51 54 None B58 54 55 None B59 55 58 . None B60 58 59 None F 8 11 '59 18 .None B62 - 18 61 None B63 - 61 '64... None B64 64 65 None ( B65. _ 65, 68' 'None B66 68 69 None • ,B68 69 '.. 22 .None B69 72 73 None 870. 73 ' 66. None. B71 - 76 77 None `B72 77 80 None B73 80 25 None Table 1.7 - Brace Connectivity Data Brace a 1 End -�jJ End 'kEnd '' Pou1t ' Pomt. Story` D1 1 4 Below M 4. 5 - 8eme.. D3 8 8 Same D4 8 • '1' Same D5 9 12 Below D6. 12 13 Same D7 13 16 Same -. D8 '169 Same. D9 17 20 Below DID 20 21; Same D11 21 24 Same 'D12 �24 77. Same D13 25 28 Below D14 28. 29� Same D15 29 32 Same Page 8 of 24 9/1/2015 IL Structure Data 1.5 Mass 1.6 Groups Table 1.8 - Mass Source Include Include Include Include Include Lump Name Added of 1sDefaul .Elements Mass Loads- Lateral Vertical Stories Zrc1 Yes Yes I No Yes I No I Yes I Yes Table 1.9 - Mass Summary by Story UX UY UZ .Story lb-s'/ft lb-s'Ift lb-s'ift storyl 145.4 145.4 0 Base 46:56 46.56 0 Table 1.10 -Group Definitions Name Color All I Yellow Page 9 of 24 9/1/2015 17 Properties 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties Summary Unit, Name Type Ib ft, v Weight Design Strengths. Iblft' A615Gr60 Reber 4176000000 0.3 490, Fr86400001bW.Fu=12960000]blft- 2.2 Frame Sections 2.3 Reinforcement Sizes Table 2.2 - Frame Sections - Summary Name Material - `Shape 26K7 A992Fy50 Joist Section L2X2X3/16 A992Fy50 Sleel Angle _ L3X3X1/4 A992Fy50 Steel Angle W8X10 A992Fy50. Steel I/Wide Flange WBX15 A992Fy50 Steel,INJide Flange Table 2.3 - Reinforcing Bar Sizes Name, Diameter Area I ft -; ft' #4 1 0.04167 10.001389 #9. 0.094 0.006944 Page 10 of 24 9/1/2015 IN Assignments 9/1/2015 3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary ' Storyf LSforyt Storyi Storyf Storyf Storyf' ' Storyf Storyi storyl Fs—to"ryF Storyf Storyf Storyf Storyf Storyf Storyf-, - Storyf Slory1 - Storyf 'Story, Storyf .Storyf Storyi Storyf Storyi -Story- Storyi Storyf Storyi Storyi 1 2 From Area 2' `4 'From Area 3 5 From Area 4 6 .From Area 5 7 From Area 6 8 From Area 7 9 From Area :8 10 From Area. 9 12 From Area 16 14 : From Area 11 15 From Area 12 16 From: Area 13 17 From Area 14 18 from Area 15 19 From Area 16 -20 From Area 17 22 From Area 18 24 From Area 19 25 From Area 20 26 From Area 21 27 From Area 22 28 ,From Area' 23 29 From Area 24 30 From Area 25 32 From Area 26 34 From Area 27 35 From Area 28 36 From Area 29 ' 37 From Area 30 ,. 38 From Area _ 31 _.,39 From Area -:From Area. Str ory1-_ . Storyi Storyl-... Storyf "Storyf Storyf Sloryt Storyf Storyf Storyi _ . 32 - - 40 33 41 From Area 34 42 :From Area 35 43 From Area 36' 44 From Area 37 45 From Area 38' -r416 From Area 397 From Area 408 fromArea 419 1 From Area Page 11 of 24 19 m m m » / /Z4 0 � m. N m m m W m f/ y N W W Nm N m m m Nf2 N y O O O O O O O O O O 616 O O O O O OOO H O O O S O 4 � � Q Z? ' Z12 .N JV m 'V V V V V V V V V m 11 OI m 01 OI O) 01 OI O N fT fT Uf N 0 fT N tT A A 'A A A A A A d pJ w V 0 of A W N+ O a0 Ol V� Ol OI A W N+ O1p W V A VI A W N C N � C. YT T T T T T T T o'.o o o° 3 a 3 3 33 3 3 33 3 3 3 3'3 3 3 3 3 3.3 9 313 3 3 3 3 3 3 3 3 3 3 3 13 3 3 3 3' 3 3�3 3 D D D D D D D D D D D D D D D D D D D D D D D D D 'm D D D D D D D D D D D D D m. 3 m m m" m. a a a a m m m m m m a3 a3 m m' .3 m' m m' 3 3 'm m m m' ig m 'm 'm m v m w w W 0 N m N N 3, X X X X' X X . N N N N N N:: .µ 'Q. ' .. .. . •. ... N O m N O N Assignments 3.2 Frame Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique; Diaphragm;+Restraints _Name Base 25 31 From Area ,. UX; UY; UZ Base 26 33 From Area 'UX; UY;'UZ Table 3.2 - Frame Assignments - Summary 9/1/2015 Story ,�4 Label Umque,-K ,_ , 1 4Name ,,fix Design Length /Analysts Design }StatiNurntber Releases Type eft Sect on x Sechon Sp racing ; Slattons �' f ' Storyt C1 1 Column 18.25 WBX15 W8X15. 3 No Storyt C2 2 Column. 18.25 W8X15 W8X15 3 No Storyt C3 11 Column 18.25 WBX15 W8X15 3 No ' Storyt C4 12 Column 1825 W8X15 WBX15 '3 Na Storyt C5 21 Column 18.25 W8X15 W8X15 3 No Storyt C6 22 Column 18.25 W8X15 WSX15 3 No Storyt C7 31 Column 18.25 W8X15 WBX15 3 No Storyl CB 32 ;Column '18.25 WBX15 W8X15_ 3 No Storyt B1 3 Beam 3 W8X70 WBX10 2 Yes Storyt B2 4 Beam 3 WBX10 W8X10 - 2 - Yes Storyt B3 5 Beam 3 W8X10 W8X10 2 Yes Story1 : 'B4 110 Beam 3 W8X/5 W8X15 '2 Yes • Storyt B5 13 Beam 3 W8X10 W8X10 2 Yes Story, B6 - 14 _ Beam 3 W8X10 W8X10 2 Storyt B7 15. Beam 3 W8X10 W8X10 2 _ Yes 'Storyt - B8 20 Beam 3. WBX15. WBX15 2 Yes Storyt B9 23 Beam 3 W8X10 W8X10 2 Yes - Storyt B10 24 .Beam 3 W8X10. W8X10 2 Yes Storyt Bit 25 Beam 3 W8X10 W8X10 2. Yes Storyt B12 30 Beam 3 WBX15 W8X15 '2 Storyt .-B13 33 Beam 3 W8X10 W8X10 2 Yes -Story, B14 34 Beam 3 'W8X10 W8X10 2 Storyt B15 35 Beam 3 W8X10 WBX10 2 Yes Story,- B16 40 Beam 3 W8X15 W8X15 12 Yes Storyt---B17 41 Beam 24:5- 26K7- N/A- 2- -- -- -Yes— - _ ----- Bt6ry1 B18 42 Beam 42.75 _26K7 N/A 2 as Storyt--B19 _ 43. - _Beam —50 ` 261<7 WA_ N/A _ 2_ - _ _ Yes.- -- Storyt B20 44 Beam 50 _ 26K7 Storyt B21 45 Beam 42.75 26K7 N/A 2 Yes Story, B22 46 Beam 24.5 261<7 N/A 2 Yes Storyt B23 47 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes :Sleryl B24 48 Beam 3. L2X2X3/16' L2X2X3/16, 2 Yes Sloryl B25 49 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Storyt B26 50 Beam 3 L2X2X3/16 L2X2X3/16 2. Yes Storyt B27 51 Beam 3 L2X2,X3/16 L2X2X3/16 2 Yes Storyt 528 52 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Page 13 of 24 21 Assignments 9/1/2015 Table 3.2 - Frame Assignments - Summary (continued) .-�2 Unique p Design? Length Analysts Design 'Station Story Label - Number '-e - Name i Type yt .ft Section Section Spacing 9 Stations ft; Releases Storyl B29 53 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes ' StoEE -.B30 '5 = Beam- =3"'=`.E2OX3/16 ` 2-X2X3/16 =2 -W -"- = 'Yes'`=- Storyl B31 55 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Stary1 " B32 56 Beam 3 1:2X2X3/16 L2X2X3/16 . 2 Storyl B33 57 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Storyl -- - 1334 58 Beam : 3 '- L2X2X3/16 L2X2X3/16 2 Yes Storyl B35 59 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes Story.1. B36 60 Beam 3 M2X3116 L M 311-67 2 .Yes Storyl B37 : 61 Beam 3 L2X2X3/16 L2X2X3/16 2 _ Yes Storyl B38 62 .Beam 3-, L2X2X3/16 ,L2=3/16 2 Storyl B39 63 Beam 3 L2X2X3/16 M X3/16 2 Yes ,Story,.. B40 64 - Beam 3 L2X2X3/16 L2X2X3/16 . 2 _ , . _ Yes -- Story_ B41 65 Beam 3 L2X2X3/16 L2X2X3/16- 2 Yes Start .B42 66 Beam 3. L2X2X3/16. L2X2X3/16 2 Storyl B43 67 Beam 3 L2 W/16 L2X2X3/16 2 Yes Storyi B44 -68 Beam 3 L2X2X3/16. L2X2X3/16 r. 2 Yes - Storyl B45 69 Beam 3 L2X2X3/16 L2X2X3/16 2 Yes 8tory1',B46 70 Beam 3 L2X2X3/16 L2X2X3/i6. 2 Yes Story, B47 71- Beam 5.46977 ~L2X2X3/16 L2X2X3/16 2 - Yes Story, B48 72 -Beam 5.32323,. L2X2X3/16. L2X2X3/16 2., Storyl 'B49 73 Beam 5.4834 L2X2X3/16 L2X2X3/16 2 Yes F Story, B50 - 74 .Beam 5.37638, L2X2X3/16. L2X2X3/16 '2s Yes Story, B51 75 Beam 5,40305 L2X2X3/16 L2X2X3/16 2 Yes Story, .,B53 '77 Beam 5A0305. 2X2X3116 : L2X2X3/16 2. Yes ` Story, B54 78 Beam 5.42977 L2X2X3/16 L2X2X3/16 2 Yes FStoryl '_T55 79 Beam 5.42978- 92X3116- L2XV3/16 2 Yes Story, B56 80 Beam 5.37295 L2X2X3/16 L2X2X3/16 2 Yes 'Story1 - 857 _ 8h Beam 5.44108: L2M3/16 72 3/16 2 as Storyl B58 82 Beam 5.44108 L2X2X3/16 L2X2X3/16 2 Yes Story, '_B59 '83' Beam 5.37 339 L2X2X3/16 1_2=3/16 2 Story, B60 84 Beam 5.3754 L2X2X3/16 L2X2X3/16 2 Yes Story, -, B61 85 Beam '5.19254 L2X2X3/16 L2X2X3/16' 2 Yes Story, B62 86 Beam 5.62774 L2X2X3/16 L2X2X3/16 2 Yes Storyl Story, 663 B64 87 88 Beam Beam 840819 5.40819 12X2X3/16 1_2X2X3/16 L2X2X3/16 L2X2X3/16 2 2 as Yes Story,. :'B65 89 Beam ' 5AO82 L2X2X3/16 L2=3116 2. ' Story, B66 90 Beam 5.37539 L2X2X3/16 L2X2X3/16 2 Yes Story, B68 92 Beam 5.50 111 . M 2X3/16.' L2X2X3/16 . 2 Yes Story, B69 93 Beam 5.34269 L2X2X3/16 L2X2X3/16 2 Yes Storyi' : `B70 94 Beam 5.44108 L2X2X3/16 L2X2X3/16 2 Yes -' Story, B71 95 Beam 5.3754 L2X2X3/16 L2X2X3/16 2 Yes Storyi 'B72 96 Beam 5.44 008 X2X3/16 . L2X2X3/16 2 Story, B73 197 Beam 5.5763 L2X2X3/16 L2X2X3/16 2 Yes Storyi 'Di 6 Brace 5.48819 0X3XV4 L`3X3X1/4 3 Yes Page 14 of 24 22 Assignments 9/1/2015 Table.12 - Frame Assignments - Summary (continued) -: Max..: Min Unique' Design!'Length Analysis Design Station Story Label Number Releases Name-.- Type ; : it Section Section Spacing ft Stations Story' D2 7 Brace 5:43275 L3X3X1/4 L3X3X1l4 3 Yes Story' D3 8 Brace 5.45522 L3X3X1/4 L3X3X1/4' -1 3 Yes Story' D4 9 Brace 5.46567. L3X3X1/4 L3X3X1/4 3 Yes Story' D5 '16 Brace 5A8819 L3X3X1/4 L3X3X1/4' _ 3 Story' D6 17 Brace 5.43275 L3X3X1/4 L3X3X1/4 _ 3 _ Yes Story' D7 18 Brace 5,45522 L3X3X1/4 L3X3X1/4 3 Yes Sloryl D8 19 Brace 5.46567 L3X3X1l4 L3X3X1l4 3 Yes Story1. D9 26 Brace 5.48819 L3X3X1/4 L3X3X1l4 3 Yes Story' D16 27 Brace 5.43275 L3X3X1/4 L3X3X1/4 3 Yes Story' D11 28 Brace 5.45522 L3X3X1/4 L3X3X1/4 3 Yes Story' D12 29 Brace 5.46567 L3X3X1/4 L3X3X1/4 3 Yes Slo91 D13. 36 :Brace 5.48819. OX3X1/4 L3X3X7/4 3 Yes. Story' D14 - 37 Brace 5.43275 1-3=114 L3X3X7/4 3 'Yes r Story' D15 38 Brace 5.45522 L3X3X1/4 L3X3X1/4. 3 Yes Story' D16 39 Brace 5.46567 L3X3X1/4 L3X3X1/4 3 Yes Page 15 of 24 23 Loads 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns 4.2 Applied Loads 4.2.1 Line Loads Table 4.1 - Load Patterns Name Type Weight Auto Multiplier Load' ,Dead I Dead 1 0 Table 4.2 - Frame Loads - Distributed 9/1/2015 Absolute Absolute Relative.. Relative - Force Forcer Unique`Design, Load - Distance Distance Story Label LoadType Direction Distance Distance at Start at End Name < Type ,Patterrn .Start End .,Start rl. End '..ft ft Iti/ft� Iblft- storyl cl 1 Column WindY Force Global-Y 0 1 0 18.25 28.2 28.2 'Storyi - 'C3 11 Column WindY Force Global-Y _ ._0 1 0 18.25 28.2 28.2 Sloryl C5 21 Column WindY Force Global-Y 0 1 0 18.25 28.2 28.2 Storyi ,. C7 31 Column WindY Force .Global-Y - 0 1 0 18.25 282 282 Storyi B17 41 Beam Dead Force Gravity 0 1 0 24.5 5 5 Storyi - 818 42., Beam - Dead Force Gravity 0 1 0 ._ 42.75 -5 5 Storyi .B19 43 Beam Dead Force Gravity 0 1 b _. 50 5 5 Storyi B20 44 .Beam I Dead Force Gravity _ 0 1 ' 0 �.50 -5 5� Storyi B21 '45 Beam Dead Force Gravity 0 1 0 42.75 5 5 Storyi.. B22 46 Beam 7 Dead j Fome ' . Gravity 0 1 0 24.5 5 5 ,' Storyi B17 41 Beam Live Force Gravity 0 1 0 24.5 15 15 ,St071, B18 42 Beam Live . Force .Gravity 0 1 0 - 42.75 55 ' ]5 Storyi B19 43 Beam Live Force Gravity 0 1 0 50 15 15 Storyi Storyi .:Storyi ; '820 B21 822 44 45 46. _ Beam Beam Beam Live Live Live Force Force .,Force_ Gravity Gravity Gravity 0 0 - 0 1 1 1 0 0 0-! '50. I 42.75 ;24.5 15 15 15 _ 15 15 15. Storyi B20 44 Beam Windy Force Global-Y 0 1 0 50 48.4 48.4 Storyi B21 451. Beam, WindY =. Force .Global-Y 0 1 0 .42.75. 45:4 484' Storyi B22 46 Beam WindY Force Global-Y 0 1 0 24.5 48.4 48.4 4.3 Load Cases Table 4.3 - Load Cases- Summary Name.. :Type. Dead Linear Static 'Live 'LineacStatid Windy Lineac8tatic Page 16 of 24 M Loads 4.4 Load Combinations Table 4.4 -'Load Combinations. ly Name ,Load Scale v `� Type $ 3 Auto E 1 Case/Combo Factor i Combt Dead 1 Linear Add No LComb2 Live 1 Linear Add No Comb2 Dead 1 No ComM3 Live 0.75. 'Linear Add „No Comb3 Dead 1 No Combo WindY 0.6 Linear Add _ No Combo" Dead 1 No -Comb5 Live..0.75 Linear Add y No Comb5 WindY 0.45 No CombS Dead 1 'No Comb6 WindY 0.6 Linear Add No Page 17 of 24 9%1/2015 25 Design Data 5 Design Data This chapter provides design data and results. 5.1 Steel Frame Design Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 1 of 2) 9/1/2016 Unique Design Design -" i "- PMM -.; 'PMM ` - "-M M_'I_ ajor Story Label - Status. P Ratio Name Type Section ;Minor Combo: Ratio Ratio .,.''Ratio. Storyt C1 1 Column WBX15 No Message Comb2(C) 0.006 0.003 0.003 0.001 Storyt C1 Column 'W8X15 No Message Comb6(T) 0.02 0012. 10.0003233 0.008 Storyt C2 2 Column W8X15 No Message Comb4(C) 0.03 0.028 0.001 0.002 Story1 : C3 19 Column W8X15 No Message Comb5(C) ` 0.011. 0.005 0.001. -0.004 Storyt C3 Column W8X15 No Message Comb6(T), 0.007 0.001 0.0002493 0.005 Storyt ,) C4 12 Column 'W8X15 No Message Comb5(C) 0.014 _ 0.012 0.001. 0.001 Storyt C5 21 Column W8X15 No Message Comb2(C) 0.012 0.009 0.001 0.002 Storyb ', C5 Column W8X15 No Message Comb6(T) . 0.05, 0.038 0 0.012 Storyt C6 22 Column W8X15 No Message Comb4(C) 0.086 0.18 0.000164 0.006 Storyt C7 31 .Column 08X15 No Message ;Camb2(C) 0.012 0:005 0.006 .. 0001 Storyt C7 Column W8X15 No Message Comb6(T) 0.014 0.007 0.001 0.006 Storyt cs 32 : Column W8X15 No Message Comb4(C), 0.022 0.02 -0:0 0 11, 0.001 Storyt B1 3 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 0 Storyt all 199 - _ Beam W8X10 No Message Comb2(T): 0.001 D 0.001 0 Storyt B2 I 4 Beam W8X10 No Message Comb2(T) 0.001 0 0.001 0 Storyt B3 5' Beam W8X10 NoMessage Comb4(C) ^' 0.001 0.001 0.001 0 Storyt B3 Beam W8X10 No Message Comb2(T) 0.001 1 0 0.001 Storyt:. B4. - 10P Beam WBX15 No Message Comb4(C) 0.0003991 0 r0.0003954 �---0 T_I Storyt B5 13 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 0 Story- B5 Beam WBX10 No Message Comb2(T) t 0.001 0 0.001 0 Storyt B6 14 Beam WBX10 No Message Comb2(T) 0.001 0 0.001 0 Story_ 67 15 Beam ' WSX10 No Message Comb4(C) ( 0.001 0!001 0001 Storyt B7 Beam W8X70 No Message Comb2(T) 0.001. 0 0.001 1 0 Storyt B8 20 Beam W8X15 No Message Comb2(T) 0.0003992 0 0.0003954 '0 Storyt B9 23 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 0 Storyt B9 Beam W8X10 No Message Comb2(T) 0.001 0 _ 0.001 Storyt B10 24 Beam W8X10 No Message Comb6(C) 0.0003137 0 0.0003109 0 Story- 910 r Beam W8X10 NoMessage Comb2(T) I`. 0.001 0 : 0001 Storyt B11 25 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 0 Storyt B11 Beam W8X10 No.Message Comb2(T); 0.001 '0 0.001 0 Storyt B12 30 Beam W8X15 No Message Comb4(T) 0.008 0.008 0.0003954 0 Storyt Storyt Storyt, B13 B13 B14 33 34 Beam Beam Beam W8X70, W8X16 `W8X10 'No Message No Message Wo Message Comb4(C) Comb2(T) Comb2(T) 0.001 0.001 0.001 0.001 0 0 0.001 0.001 o-c 0 -� 0 -.v.:�:-p f Storyt B15 35 Beam W8X10 No Message Comb4(C) 0.001 0.001 0.001 Storyt B75 e- Beam _'WBX10 No Message Comb2(T) 0.001 0 0.001 �0 •� Storyt B16 40 Beam WBX15 No Message Comb4(C) 0.0003961 0 0.0003954 Storyt Storyt Story1.. 816 823 `624 47 - 48 Beam Beam Beam W8X15 L2X2X3/16 L2X2X3/16 No Message No Message No Message Comb2(T) Comb4(C) C0mb4(3) 0.0003976 0.017 0.006 0 0 011 0 0.0003954.. 0.002 0,0021 �0 ^�'1 � 1 0.004 0.004 Page 18 of 24 PXI Design Data Table 5.1 - Steel.Frame Summary . AISC 360-10 (Part 1 of 2, continued) 9/1/2015 - Unique Design Design".. PMM` PMM �. M Major ° M Story" ; Label' s.. , P Ratio ,• Minor Name Type Section. Combo Ratio �,: - : Ratio - y. - - - latio.. Storyt B24 Beam L2X2X3/16 No Message Comb5(T) 0.006 0 0.002 0.004 ' Storyt. B25 '_49 Beam L2X2X3/16-,NoiMe'sage Comb4(C). 0.018. 0.011.. '� -0.002 -: 0004 Storyi B26. 50 Beam L2X2X3N6 No Message Camb5(C) 0.006 0 0.002 0.004 Storyi 627 51 Beam_ L2X2X3/16 No Message Comb4(C) 0.014 0 008 0,002 -0.004 1 Storyi B28 52 Beam L2X2X3/16 No Message Comb5(C) 0.006 0 0 002 0.004, Storyt -- B2 r Beam L2X2X3/16 No Message Comb4(C) • 0.017 - 0.011 , 0.002 0.0 44' Storyi B30 I 54 Beam L2X2X3/16 No Message Comb5(C), 0.006 0 0.002 0.004 Storyt ` E31 If ' 55 Beam L2X2X3116 No Message Comb4(C) .0 017 0.011 is , 0.002 ' 0 004 Storyt B32 56 Beam L2X2X3/16 No Message Comb5(C) 0.006 0 01.002 .... 0 004 Story, ,.B33 57 „ Beam_ 7a X3(16. No Message Comb4(G), 0.018 0 011 ., 0 002 , 0 004 2 Storyt B34 58 Beam L2X2X3/16 No Message Comb5(C) 0.006 0 0.002 0.004 Storyt 935 59 Be-amm 42X2X3/16 No Message Co 0.017 0. 111 1. 0.002 .0.004'" Storyt B36 60 Beam L2X2X3/16 No Message Comb5(C) 0.006 0 0,002 0.004 Storyt B3T 61 .Beam L2X2X3/16 No Message Comb5(C)t 0.006 0 0002 `00 44 , Storyt B38 62 Beam L2X2X3/16 No Message Comb4(C) 0.017 0.011 0.002 1 0.004 Storyt < Storyt B39 B40 63 64 Beam Beam L2X2X3/16 L2X2X3/16 No Message No Message Comb5(C)'--,. Comb4(C) 0.006 0.017 . 0 0.011 0.002 0.002 0004 0.004 Story, Storyt B41 B42 65 " . 66 Beam Beam L X3/16 L2X2X3/16 No Message No Message Comb5(C), Comb4(C) t 0.006 - 0.018 0, 0.011 0.002 0.002 0 004:. 0.004 Storyt • ! 843 „}.. 67 - Beam L2X2X3/16 No Message Com65(C). 0.006 - 0 0.002 ' 0.004 Storyi B44 - 68, Beam L2X2X3/16 No Message Comb4(C), 0.017 0.011 - o.b02 0.004 Storyt 945 ' 69 Beam L2X2X3/16 No Message Comb5(C) a 0.006 0 - 0.002 _ 0004 1 Storyi B46 70 Beam L2X2X3/16 No Message Comb4(C) 0.017, 0.011 r 0.002 0.004 ,.Storyi Storyt 847 ' B48 71 72 Beam, Beam L2X2X3/16 L2X2X3/16 No Message No Message Comb4(T Comb4(C), 0.23 0.05L 0.212 0.006 0.007 0.01 0.011 Storyt' B49 - 73 Beam L2X2X3/16 No Message Comb3(C) 0.018 •. 0.007 Storyt B49 Beam L2X2X3/16 No Message Comb4(T) 0.048 0.03 0.007 0.011 Storyt B50 74, Beam L252X3/16 No Message Comb4(C) 0.117 01 0.007° 0.01-1 Storyt 650. Beam L2X2X3/16 No Message Comb3(T) 0.018 y 0 0.007 0.011 Storyi _ 0 75 Beam 12X2X3/16 No Message Comb3(C) 0.018 0 0 007 0 011 Storyt B51 Beam L2X2X3/16 No Message Comb4(T) 0.025 0.007 0.007 0.011 Storyt _ _ Storyt Storyt - Storyt- B53 . _ B54 B55 B56- '77 __ 78 79 -80- Beam Beam Beam -Beam L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 No Message No Message No Message No Message Comb4(C) Comb4(Tj_ Comb4(C) Comb4(T)- 0 063 0 037 __ 0.186 0.058� 0 045 0.019 0,168 0.041 0.007 0 007 1�0.007 0.007 A.01 t - _0.011 0.011 -0.011 - - _ - '-- -- Storyt`:,- B57 r .8Y Beam L2X2X3/16 No Mfessage Comb4(C) 0.311 = 0.292- (- 0.007--•O.Oii -- - --- - ' Storyt B58 82 Beam L2X2X3/16 No Message C6mb4(T) 0.081 0.063 0.007 0.011 Storyt B59' 83 Beam L2X2X3116 No Message Comb4(C) 0. 119. - 0.401 0.007 - 0.011 Storyt B60 84 Beam L2X2X3/16 No Message Comb4(T) 0.102 0.084 0.007 0.011 Storyt B6 85 am1 r Be L2X2X3/16 No Message Comb4(C) ` 0.43"" 0.416 ?` 0006. 0.009 Storyt B62 86 Beam L2X2X3/16 No Message Comb4(C) 0.482 0.465 0.007 0.011 Storyt 't B62, - Beam L2X2X3/16 No Message Comb1(T) 0.017 0 F 0.007` 0.011 Storyt B63 87 Beam L2X2X3/16 No Message Combl(C) 1 0018 0 0.007 0.011 'Story1- B63 - Beam 0=3116 No Message Comb4(T) 0.09 0.072 i.. 0.007 0.011 Page 19 of 24 27 Design Data Table 5.1 -Steel Frame Summary-AISC 360-10 (Part 1 of 2, continued) 9/1/2015 ° - r M , Unique besign,- Design: '` r.'PMM ` - F PMM M Major 'Story -, Label`' status 1- P Ratio Minor, y ,Name Type Section , Combo'.` Ratio Ratio .-;Ratios, Storyt B64 88 Beam L2X2X3/16 No Message Comb4(C) 0.356 0.338 0.007 " 0.011 ;Storyt°.: Storyt B64" B65 89 Beam Beam L2X2X3/16 L2X2X3/16 No Message No Message „Comb3(T) Comb3(C) ` 0.018 0.018� 0 . "' 0 0 007, 1 0.007 '0 O11 " 0.011 Storyt B65 - ' ° zBeam L2X2X3l16 NoNo Mess@g Comb": 0. 668 0.05 ° 0 O _-�0,0 1--„ Storyt - - B66 90 Beam L2X2X3116 No Message Comb4(C) 0.231 . 0.213 0.007 0.011 `866 * Beam 'L2X2X3/16 No Message Comb3jy ` 0.018` 0, .'b007 -0011. - Story1 B68 92 Beam L2X2X3/16 No Message Comb1(C) 0.019 0 0.007 0.011 Story'1". B68 („:,' - Beam =3116„ No Message Comb4M 0.047„,^. 0.029„ 0007 0011 =: Storyt - B69 93 Beam 1-2=3/16 No Message Comb4(C) 0.109 0.092 0.007 0.011 Beam L2X2X3/16 No Message Comb3(T);;-, 0017 •-'," 0 ,;-`OX)OT `.- i0.Oil': Storyt B70 94 Beam L2X2X3/16. No Message Comb1(C) 0.018 0 0.007 0.011 Storyt 770 ,. 7 . -Beam •' L X3/16 No Message Comb4(T). 77025 7 EEH^ ^ 0,007 0 0 11. _ Storyt B71 95 Beam L2X2X3/16 No Message Comb4(T) 0.022 0.005 0.007 0.011 Storyt',- B72 96 Beam.. t2X2X3/16 �No Message,Comb4(C), 0:106•'. ^0088. - ,0007 00111 Storyt B73 97 Beam L2X2X3/16 No Message. Comb4(T) 0.044 0.027 0.007 0.011 - Storyt : D1 _: 6 Brace, L3X3X7l4 No Message Comb2(6) 0.008, 0,0002287 i'. g 003 T 0 O5 ' Storyt DI Brace L3X3X1/4 No Message Comb4(T) 0 048 0 041 0.003 0.006 Story1 52 ' 7 Brace, L3X3X1$4, No Message Gomh4(0) i0.098 0.097 {.^ 0003 +0005 Storyt D2 Brace L3X3X1/4 No Message Comb7(T) 0.0001241 0.0001241 0 0 St, I, '= D3 :8 =Brace L3X3X114 No Message Gamb2(C), 0.008-,p. �.00004281 0.003 '0.0057 Storyt D3 Brace L3X3X1�4 No Message Comb4(T) 0.041 0.033 0.603 0.005 Story? ,. D4 ., 79 ' ,Brace` I L3X3X11,4 No'Me.sage Comb,4(C)' 0.083'' 0076 ' 0003 �,"'. '0005- Storyt D4 Brace L3X3X1/4 No Message Combl(T) 0.0002012 -0.0002012 0 a 0 Storyt-': D5 , 66 . Brace L3X3X7/4 No Message Gomb2(C); 0.008 _:,OA004644?,.• 0.003 ,0.0 55r" Storyt D5 Brace i OXW/4 No Message Comb4(T)- 0.022 0.015 0.003 0.005 Storyt" ' D6 -"`77 Brace AU3X174r"No Message Comb4(C)' 0.036, 0.028 : ,y,' 0.003' __ +- 0.005" Storyt D6 Brace L3X3X1/4 No Message. Comb1(T) i0 0 0 10 Storyt,; D7 ?�18• :Brace �L3X3X7(4 No Message, Comb2(C):. 0.008 0.001 .'''-, 0.003 O 005 Storyt D7 Brace L3X3X1/4 No Message Comb4(T) 0.015 0.008 0.003 0.005 'Storyt,.. D6,. 79 ' Brace 'L3X3X1/4. No Message Gomb4(C) 0 019 , 0.012 `-- '0.003 °.: 10.005r Storyt D8 Brace L3X3X7/4 No Message Combt(T) 00001623 0.0001623 0 0 `Storyt: D9' „ , 66 - Bmdce -L3X3X1/4. No Message Comti2(C)-1 0 008 -- :. O ODt - t , 0.003 D.005'- Storyt D9 Brace L3X3X1/4 No Message Comb4(T). 0.116 0.109 ': 0.003 0.005 Sfory1 + D10 27 eBrace 13X3X1/4 No Message ,Comb4(C) - 0.265' •-°.0.257' :-, .. ,Om3l,, '0'005 Storyt D11 28 Brace L3X3X1/4 No Message Comb2(C) 0.009 0.001 0.003 0.005 Btory1� D11 , .- Brace • pC3X3X1/4/4 No Messy§e "Comt54(TZ , 0 107 0.1 4 0.003 ;0.0 Storyt D12� 29 Brace L3X3X1/4 No Message Comb4(C) 0 252 0.245 0.003 0.005 SWry1: `.. D12 �I'Sr :Brace =L3X3X1/4' No Mess g CombiO` 00001542 '.00001542�� 0 Storyt D13 36 Brace L3X3X1/4 No Message Comb2(C) 0.008 0.0003709 0.003 0.005 Story1:_� D73 ,' Brace nL3X3XIA NoMessage Comb4(T)` 70036^` `O.b28 0.003 `. 0.005 Storyt D14 37 Brace L3X3X1/4- No Message Comb4(C) 0.068 0.061 0.003 0.005 Storylr` ", D14 , ,' -` grace L3X3X1/4 'No Message, Comb1(T); .�0 0, ^ -. • 0 Storyt D15 38 Brace L3X3X1/4 No Message Comb2(C) 0.008 0:001 0.003 0.005 Storyt,.. .,D15"s ;- ^ Brace L3X3X1(4 No Message .Comb4(I);. 0.029=qr 0.g21--;;; 0:003 Page 20 of 24 K-I Design Data Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 1 of 2, continued) Table SA - Steel Frame Summary - AISC 360-10 (Part 2 of 2) `" Label fUriique ggV Mato V�Ma1or U�M ors V%Minor Sto rya,F.;a ,7Naine d ,� Comtio Ratio: �1`Comtio °: f;alto ". Storyi C7 1 Comb2 0.00018461 Comb6 I 0.001 Storyi C1 __ I— Story1 C2 2 Comb2 0.0001848. Comb6 0 Staryt ':C3 11. 'Comb2 0.000141 Comb6 0.001' Storyi C3 Storyi -C4 12 Comb2 0.0001401.. ..Comb2 ,0.0001007 Staryt C5 21 Comb2 0 Comb6 0.001 Story1 C5 Story1 C6 22 Comb2 i� 0 CIMb6j 0.0002104 Story1 B1 3 Comb5 0.001 ( COMM 0 Staryt B1 Storyi B2 4 Comb5 0.001 Comb6 0 Story1 B3 5 Comb5: 0.001 Comb6 Storyi B3 Storyl 84 10 Comb5 6.661 ',. Comb6 0 Story1 B5 13 Comb5 0.001 Comb6 0 S1oryl B5 Storyi B6 14 Comb5 0.001 Comb6 0 Storyi B7 15 Comb5 0.001 Comb6 0. Staryt B7 - Story1 Comb5 0:001 Comb6' 0 Story1 B9 23 Comb5 0.001 Comb6 0 Story1 B9 Story1_ B10 _._ 24 Comb5 0_601_ ,. _ Comb6 0 _ -Storyi "611 Storyi 'B12 30 Comb5 0.001 - Comb6 0 Story1 - B13 33 Comb5. 0.001 Comb6 0 Storyi B13 Storyi B14 34 Comb5. 0.001 Comb6 0 Story1 B15 35 Comb5 0.001 Comb6 0 Slory1 B15. 1 Staryt B76 40 Comb5 0.001 Comb6 0 Storvt B16 .. Page 21 of 24 9/1/2015 29 Design Data Table 5.1 - Steel Frame Summary -AISC 360-10 (Part 2 of 2, continued) Story .: Labet Unique V Major' :_Name; .Combo V-Major 'V•Minor VMinor � Ratio ,Combo.. -;Ratio Storyt 623 47 CombS 0.001 Comb6 0 Storyt ; 7 B24 � 98' Comb5- - 0.001 'Comb6 Storyt B24 Storyt ' ''` 225 ° y 49 , Comb5 0.0,01 ":. Comb6 0 �x Storyt B26 50 Comb5 0.001 Comb6 0 ,Storyt ;... 227 57 ,S Comb5'= 7E001''-Comb6 7_r"0, .._. Storyt B28 52 Comb5 0.001 Comb6 0 Storyt Storyt ' B29 B30 53 54 Comb5 Comb5 0 001 ,. 0.001 , COMM Comb6 0 Storyt B31 5 0.001 Storyt B32 56 Comb5 0.001 - Comb6 0 Storyt is 633 ' 57-„ ,Comb5 ^0.001 a '-Comb6 , 7 0 7- Storyi B34 58 Comb5 0.001 Comb6 0 Storyi, .� B35 -.59 Comb5; ; O.00t' , C b6 Storyt B36 _60 Comb5 0.001 Comb6 0 Storyt -_: B37'" " 61 Comb5;. 0001: Comb6 - 1� r Storyt B38 62 Comb5: 0.001 Comb6 0 ' Storyt - '' B39' - 63 C6mb5: -0.001 :. Comb6 Storyt B40 64 Comb5 0.001 Comb6 0 Storyt Storyi 841�� B42 ` 55" 66 Comb5 Comb5 0 001 0 001 Comb6 Comb6 ; 0 Storyt 643 '67 CombO 00f� Comb6 <0 ' Storyi B44 68 Comb5 0.001 Comb6 0 Story,, :;° 845,= 69 6on}b5-, 0.001., , Comb6 0.',„' Storyt B46 70 Comb5 0.001 Comb6 0 Storyt 647 'i71 = ^ Comb5; 0.001 ° " Comb6 Storyt B48 72 Comb5 0.001 Comb6 0 Storyt , -= 649 , 73 , C mo b5' 0.001'. ' Comb6 Storyi B49 °Storyt .' _- B50 _ 74, Comb5, 0001"==-= Comb6 Storyt B50 Storyi. 7 ' 951 ' Z5 6omb5: 0.001 -y; Comb6 -0 - Storyt B51 StoryT," 853 7.7. 'Comb@' .0.007� Comb6 t 0 ".' Storyt B54 78 Comb5 0.001 Comb6 0 Story- I';'> B55 -79 Comb S- 0001•, 'Comb6 Storyi B56 80 Comb5 0.001 Comb6 0 Storyi ;' 775 7 ` t= 81, —Comb5, OA01'' `Comb6:. -r. =0 Storyi B58 82 Comb5 0.001 Comb6 0 Storyt Storyt 659 B60 '83 84 Comb5- Comb5 ,0.001 ;:-CQmby6 CO Comb6 .=0` 0 Story, - B61 ..B62 ' 85 Com85 r..0 001= °. CombB * _" 0 ' Storyt 86 Comb5 0.001 Comb6 0 Storyi 62 . Storyt B63 87 Comb5 0.001 Comb6 0 Page 22 of 24 911/2015 30 Design Data Table 5.1 -Steel Frame Summary -AISC360-10 (Part 2 of 2, continued) ' Story ' % a `Label Unique VdMajor =V'Nla w U Mmor�'NMinor;--.. may« Name Ra�.�ti„ Combo, o ` Combo , wRatio;, Storyt Staryt Storyt Sloryt Storyt Storyt " Storyt ,Storyt Story' Storyt " Storyt Sloryt Storyt ' Sloryt Storyt Storyt Storyt Storyt Storyt Storyt Storyt Storyt Storyt FStoryl Storyt Storyt Storyt Storyt Storyt Story' Storyt Story,.. Story, Story1 663 B64 88 Comb5 -, 0.001 • Comb6 0 B64 B65 89 Comb5 0.001 .'.Comb6 0 B65 666 90 Comb5 0.001 Comb6 0 B66 " B68 92 Comb5 0.001 Comb6 0 B68 Y B69 93 C mm 0.001 Comb6 0 B69 B70 94 Comb5 0001 Comb6 '0. B70 B71 95 Comb5 0.001 _Comb6 0 B72 96 Comb5 0.001 Comb6 0 B73 97 Comb5 0.001 Comb6 0 D1 6 Camb5 0.001 Comb6 0 D1 D2 7 Comb5 0.001 Comb6 0 D2Y" D3 8 Comb5 0.001 Comb6 0 D3 D4 9 Comb5 0.001 - " Comb6 0 D4, - D5 16. Comb5 0.001 Comb6 0 D5 D6 17 Comb5 0.001 C6mb6 0 D6 D7 18 C6mb5 0.001 Comb6 0 -D7 DB 19 Combs 1 0.001 Comb6 0 DB D9 26 Comb5 0.001 Comb6 0 'D9 Storyt D1D 27 Comb5 0.001 Comb6 I0 Storyt D12 Storyt D13 Storyt D13 Storyt D14 Storyt D14 Sloryt D15 Storyt I D15 Page 23 of 24 9/1/2015 31 Design Data Table 5.1 - Steel Frame Summary- AISC 360-10 (Part 2 of 2, continued) Story Label Unique V Major V Major; V Minor VMinor Name -Combo Ratio Combo Ratio Story1 016 39 CombS 0.011 Comb6 0 E5,1 516' Page 24 of 24 9/1/2015 32