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HomeMy WebLinkAbout4518 INNOVATION DR WIRELESS TELECOMMUNICATIONS - PDP210010 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILS kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Structural Platform Design Analysis Report for Proposed Elevated Equipment Platform Site Name: Rocky Mountain Archery T-Mobile Site #: DN01586C Vertical Bridge Site #: Site Address: US-CO-5082 4518 Innovation Drive Fort Collins, CO 80525 Larimer County Site Coordinates: 40° 31' 28.81", -105° 2' 44.3" Kimley-Horn Project #: 140064064.1 Kimley-Horn Jira Ticket: KHDEN-137 Analysis Results Platform Usage 54% Foundation Usage 82% Prepared in accordance with the 2018 IBC and ASCE 7-16 Prepared By: Wassan Nakkash, E.I. Reviewed By: Eric Embick, E.I. Signed By: AUGUST 26, 2021 8/26/2021 Structural Platform Design Analysis for Vertical Bridge Kimley-Horn Job # 140064064.1 Site Name: Rocky Mountain Archery Page 2 kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 TABLE OF CONTENTS Supporting Documentation............................................................................................................................ 3 Analysis Criteria ............................................................................................................................................ 3 Equipment Listing .......................................................................................................................................... 3 Results .......................................................................................................................................................... 4 Conclusions and Recommendations ............................................................................................................ 4 Assumptions and Limitations ........................................................................................................................ 4 Appendix ....................................................................................................................................................... 5 Structural Platform Design Analysis for Vertical Bridge Kimley-Horn Job # 140064064.1 Site Name: Rocky Mountain Archery Page 3 kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 ▪ SUPPORTING DOCUMENTATION Information on the existing platform geometry, member sizes, and equipment loading was obtained from the sources listed below. It is assumed that all information provided to Kimley-Horn & Associates, Inc. is accurate. In the absence of information to the contrary, we assume the structure has been properly erected and maintained per the original design drawings and the capacity has not significantly changed from the “as new” condition. Previous Platform Structural Data Structural Design Report by Infinigy dated 11/17/2020 Loading Details Structural Design Report by Infinigy dated 11/17/2020 Survey Survey by Daley Land Surveying, Inc. dated 07/22/2021 ▪ ANALYSIS CRITERIA The following analysis utilizes RISA-3D (version 17.02.00), an industry-standard finite element analysis program was used to create an elastic three-dimensional model and second-order effects per IBC and ASCE 7 requirements. The program calculates member stresses for various loading cases and selected output from the analysis is included in the Appendix. Code 2018 IBC / ASCE 7-16 Basic Wind Speed 140 mph (3-Second Gust, Vult) Risk Category C Exposure Category II Topographic Factor at Mount 1.0 Seismic Site Class = D, SS = 0.187 g, S1 = 0.055 g ▪ EQUIPMENT LISTING The tables below will show the final equipment configuration considered in the analysis. If the final equipment observed in the field deviates from the information shown below, Kimley-Horn & Associates, Inc. should be contacted to perform an analysis revision immediately. Final Equipment Configuration: QTY Description Size (HxWxD) Weight (lbs) Location Status 3 ERICSSON 6160 SITE SUPPORT CABINET 63”x33.5”x25.6” 1500 Equipment Platform Proposed 3 EMERSON CS2S2-W736 59”x24”x10” 150 Proposed 3 NOKIA FSME 5.25”x22”x19.3” 50.7 Proposed 6 NOKIA TME-FSMF 5.25”x22”x19.3” 33.1 Proposed 3 NOKIA ESMB 5.25”x22”x19.3” 33.1 Proposed 1 – The proposed equipment are assumed to be used by three carriers. Structural Platform Design Analysis for Vertical Bridge Kimley-Horn Job # 140064064.1 Site Name: Rocky Mountain Archery Page 4 kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 ▪ RESULTS Platform Usages: Structure Component Controlling Usage Result Beams 54% Pass Handrails 28% Pass Girders 19% Pass Foundation Usage Structure Component Controlling Usage Result 30” Drilled Piers 82% Pass ▪ CONCLUSIONS AND RECOMMENDATIONS Per our structural analysis, the elevated equipment platform has been found to pass. The equipment platform can support the referenced loading in accordance with the structural strength requirements of ASCE 7-16 and the 2018 IBC. ▪ ASSUMPTIONS AND LIMITATIONS This report is not a condition assessment of the equipment platform; it is an engineering analysis based upon the theoretical capacity of the structure. Unless told otherwise, we assume the equipment platform components and connections to be in “like new” condition. If these assumptions are not accurate, Kimley- Horn & Associates, Inc. should be notified immediately to perform a revised analysis. All services are performed, results obtained, and recommendation made in accordance with generally accepted engineering principles and practices. Kimley-Horn & Associates, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information in this report. Kimley-Horn makes no warranties, expressed or implied in connection with this report and disclaims any liability arising from original design, material, fabrication, section deficiencies, corrosion, or insufficient maintenance of the structure. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. Structural Platform Design Analysis for Vertical Bridge Kimley-Horn Job # 140064064.1 Site Name: Rocky Mountain Archery Page 5 kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 APPENDIX Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 1 July 28, 2021 at 2:45 PM Platform Analysis.r3d YX Z Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 2 July 28, 2021 at 2:45 PM Platform Analysis.r3dM12M14M15M39M40M41M42M56A M 5 8 M 5 9 M 6 0 M58BM59BM60A M61A M62A M66CM67M68M76M78M85AM86M102M102A M111AM92AM93AM94AM95AM110BM97A M98A M99B M 9 7 B M 8 6 A M 8 7 A M 8 8 A M 7 7 M 7 8 A M 7 9 M74M71M72AM73A M 8 1 AM79C M80A M81B M82 M 8 3 M82A M 8 3 B M 8 4M 8 5 B M86B M87M66 M67AM68AM69M70M71AM71B M72 M74A M75 M78B M79A M81M82CM90M87B M88 M89 M89A M90B M91 M 9 2 M94 M95 M96 M98M 9 9 M 1 0 0 M 1 0 1 M98B M98C M 9 9 AM100A M 1 0 0 B M101A M 9 9 C M98D M99D M100C M101B M102B M103 M106 M107 M108 M109 M112 M113 M114 M115 M116 M117 M 1 1 8 M 1 1 9 M122M123M125M126M128M129M131M132M 1 2 0 M 1 2 1 M122A M123A M124 M125A YX Z Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 3 July 28, 2021 at 2:45 PM Platform Analysis.r3d N1 N2 N3 N4 N5 N9 N10 N11 N14 N17 N18 N19 N30 N33 N34 N35 N36 N37 N38 N40 N41 N42 N44 N73A N74A N75 N76 N77 N78 N56 N57 N54 N55 N56A N57A N58 N59 N61 N62 N63 N64 N65 N66 N68 N70 N74 N76B N79 N80 N81 N82 N83 N84 N85 N86 N92A N103 N96A N103A N104 N105 N106 N107 N108 N110 N111 N112 N113 N114 N115 N116 N117 N103B N104A N105A N106A N107A N108A N116B N113A SSC3 SSC1 N124A N125A SSC4 SSC2 SSC21 N125B N126 SSC24 SSC23 SSC11 SSC12 SSC14 SSC13 N133A N101 N103C N104B N105B N106B N107B N108B N109 N110B N111A N112A N113B N114A N115A N116A N117A N118 N120 N121 N122 N123 N124 N126A N125 N126B N127A N130 N128 N129 N131 N132 N134 N136 N137 N138 N139 N140 N141 N143 N144 N145 N146 N147 N150 N148A N149 N150A N150B N151 N151A N149A N148 N149B N151B N152 N153 N154 N156 N158 N159 N161 N162 N163 N164 N166 N168 N169 N170 N172 N173 N174 N176 N178 N179 N181 N182 N183 N184 N186 N188 N189 N190 N191 N192 N193 N194 N196 N197 N198 N200 N202 N203 N205 N206 N207 N209 N210 N212 N213 N196A N197A N198A N199 N200A YX Z Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 4 July 28, 2021 at 2:46 PM Platform Analysis.r3dPIPE_3.0XPIPE_2.5XW 1 0 X 3 0 W 1 0 X 3 0 PIPE_2.5XPIPE_3.0XW10X30PIPE_2.5XW 1 0 X 3 0 PIPE_2.5XW 1 0 X 3 0 PIPE_2.0X P IP E _2 .0 X W8X15 W 1 0 X 3 0 W10X30PIPE_3.0XPIPE_2.5XPIPE_2.5XW 1 0 X 3 0 PIPE_2.0X W 8 X 1 5 P IP E _2 .0 X W10X30PIPE_2.5XW8X15 W 8 X 1 5PIPE_2.5XW 1 0 X 3 0 PIPE_2.0X W10X30 W8X15 W 8 X 1 5 PIPE_2.5XW8X15 W 8 X 1 5 W 1 0 X 3 0 PIPE_2.5XPIPE_2.0X W10X30W8X15 W 8 X 1 5 PIPE_2.5XW 1 0 X 3 0 W8X15PIPE_2.5XW8X15W8X15 PIPE_2.0XPIPE_3.0XW8X15 PIPE_2.5XW8X15 W 8 X 1 5 P IP E _2 .0 X PIPE_3.0XPIPE_2.5XW 8 X 1 5 PIPE_3.0XPIPE_2.5XW10X30 W8X15 W 8 X 1 5 PIPE_2.0X PIPE_2.5XPIPE_2.5XPIPE_3.0XW10X30 W8X15 P IP E _2 .0 X W 8 X 1 5 W8X15PIPE_2.5XW10X30PIPE_2.5XPIPE_2.0X W 8 X 1 5PIPE_3.0XW8X15PIPE_2.5XW 8 X 1 5 PIPE_2.5XPIPE_2.0X W10X30 W10X30 W 8 X 1 5PIPE_2.5XPIPE_3.0XPIPE_2.0X W8X15 W 8 X 1 5W8X15 W8X15PIPE_2.5XPIPE_2.0X W10X30 W10X30 W 8 X 1 5PIPE_2.5XW 8 X 1 5 PIPE_2.0X W 8 X 1 5 W8X15 PIPE_2.0X PIPE_2.5XW 8 X 1 5 PIPE_2.5XW 8 X 1 5 W8X15 W10X30 W10X30 PIPE_2.0X PIPE_2.0X W8X15 W 8 X 1 5 PIPE_2.5XPIPE_2.5XW 8 X 1 5 W8X15 PIPE_2.0X PIPE_2.0X W 8 X 1 5PIPE_2.5XPIPE_2.5XPIPE_3.0XW8X15 W 1 0 X 3 0 PIPE_3.0XW8X15PIPE_2.5XPIPE_2.5XW8X15 W 1 0 X 3 0 PIPE_3.0XW 1 0 X 3 0 PIPE_2.0X W8X15 PIPE_2.0X PIPE_3.0XPIPE_2.5XPIPE_2.5XW 8 X 1 5 W 1 0 X 3 0PIPE_2.5XPIPE_2.5XW8X15 P IP E _2 .0 X P IP E _2 .0 X W8X15 W 1 0 X 3 0PIPE_2.5XW 1 0 X 3 0 PIPE_2.5XW8X15PIPE_3.0XW8X15 W 8 X 1 5 PIPE_3.0XW 1 0 X 3 0 P IP E _2 .0 X W 8 X 1 5 P IP E _2 .0 X W 1 0 X 3 0 PIPE_2.5XPIPE_2.5XW8X15 W8X15 W 1 0 X 3 0 W 1 0 X 3 0 W8X15 P IP E _2 .0 X W8X15 W 1 0 X 3 0 P IP E _2 .0 XPIPE_2.5XW 8 X 1 5 W 1 0 X 3 0W8X15 W8X15 PIPE_2.5XW8X15 W 1 0 X 3 0 P IP E _2 .0 X P IP E _2 .0 X PIPE_2.5XW8X15PIPE_3.0XW 1 0 X 3 0 W8X15 P IP E _2 .0 X PIPE_2.5XPIPE_2.5XW 8 X 1 5 P IP E _2 .0 X PIPE_2.5XPIPE_3.0XPIPE_2.5XW10X30 W 1 0 X 3 0 W 8 X 1 5 W8X15 PIPE_3.0XP IP E _2 .0 X PIPE_2.5XW8X15 PIPE_2.5XP IP E _2 .0 X PIPE_2.5XPIPE_3.0XW 1 0 X 3 0PIPE_2.5XW10X30 PIPE_2.0XPIPE_3.0XW 8 X 1 5 PIPE_2.5XP IP E _2 .0 X PIPE_2.5XW10X30 W 1 0 X 3 0 PIPE_2.5XW8X15 PIPE_2.0X PIPE_3.0XP IP E _2 .0 X PIPE_2.5XW 1 0 X 3 0 W10X30 PIPE_2.5XPIPE_2.0X P IP E _2 .0 X W 1 0 X 3 0 PIPE_2.5XPIPE_2.5XPIPE_2.0X W10X30 P IP E _2 .0 X W 1 0 X 3 0 PIPE_2.5XPIPE_2.5XP IP E _2 .0 X PIPE_2.5XPIPE_3.0XPIPE_2.5XP IP E _2 .0 X PIPE_3.0XPIPE_2.5XPIPE_2.5XPIPE_3.0XYX Z Section Sets Handrails-Beams Girders Beams Handrail-Columns Fence Post RIGID Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 5 July 28, 2021 at 2:46 PM Platform Analysis.r3d -375lb -375lb -412.5lb -375lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -375lb -750lb -412.5lb -750lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -375lb -412.5lb-37.5lb-37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -37.5lb -42lb -39.9lb -42lb -42lb -42lb-39.9lb -39.9lb -37.8lb -10psf -10psf -10psf -10psf -10psf -10psf YX Z Loads: BLC 1, DEAD Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 6 July 28, 2021 at 2:46 PM Platform Analysis.r3d -200lb -100psf -100psf -100psf -100psf -100psf -100psf YX Z Loads: BLC 2, LIVE Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 7 July 28, 2021 at 2:46 PM Platform Analysis.r3d 129.2lb 129.2lb 140.3lb 129.2lb 11.1lb 11.1lb 11.1lb 88.6lb 88.6lb 88.6lb 88.6lb 129.2lb 258.4lb 140.3lb 258.4lb 11.1lb 11.1lb 11.1lb 88.6lb 88.6lb 88.6lb 129.2lb 140.3lb 11.1lb11.1lb 11.1lb 88.6lb 88.6lb 88.6lb 88.6lb 88.6lb 32.02psf YX Z Loads: BLC 3, WIND X Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 8 July 28, 2021 at 2:47 PM Platform Analysis.r3d 129.2lb 129.2lb 138lb 129.2lb 8.8lb 8.8lb 8.8lb 38.5lb 38.5lb 38.5lb 38.5lb 129.2lb 258.4lb 138lb 258.4lb 8.8lb 8.8lb 8.8lb 38.5lb 38.5lb 38.5lb 129.2lb 138lb 8.8lb8.8lb 8.8lb 38.5lb 38.5lb 38.5lb 38.5lb 38.5lb 32.02psf YX Z Loads: BLC 4, WIND Y Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 9 July 28, 2021 at 2:47 PM Platform Analysis.r3d -30psf -30psf -30psf -30psf -30psf -30psf YX Z Loads: BLC 5, SNOW Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 10 July 28, 2021 at 2:48 PM Platform Analysis.r3d.01.08.1 2.1 2 .08.01.19.08.1 2 .08.1 2 .13.0 5 .03 .1 2 .19.01.06.04.1 2 .08 .5 4.0 4 .19.06.03 .5 4.04.1 2 .13 .19 .01 .5 4 .06.03 .0 8.1 2.04.08 .19.0 8.5 4 .06.1 2 .01.04.02.0 8 .13.14.11 .28.04 .1 3.0 3.01.28.5 4 .14.06.19 .11 .0 8 .08 .28.06.01.09 .01.0 2 .1 3 .02.28.19.06.13 .0 8.14.11.06.5 4 .06.07 .19 .09 .1 3.05.01.08 .01 .0 8.06 .01.06.04 .19 .09 .5 3.05.0 8 .13 .1 3 .11 .07 .06.0 8.06.5 3 .01 .19 .09 .08 .02 .03 .5 3 .06.06.1 3 .11 .13 .07 .5 3.08.10.01.15 .1 4 .01.06.08.10.05 .1 6 .01.1 4 .08 .15 .04 .01.10.08.5 3 .1 4.08.10.03.0 7 .0 9 .05 .1 4.05.1 6 .05.15.01.39.0 0 .01.1 4.0 5 .5 3 .0 6 .1 6 .05.05.15 .04.1 6 .1 4 .39.0 7 .32.1 6 .0 9.08.0 1 .1 4.0 0 .39 .03.32.1 6.0 5 .0 6 .08.15.01.1 4 .32.0 7 .03.06.0 1 .0 9.06.01.05.08 .1 4.0 0 .32 .01.0 5 .06.39 .05.0 6 .06.01.1 4.05.08 .03.01.0 0 .05.0 9 .02.08 .1 4 .05.32 .04 .01.0 6 .02.1 4 .08 .05.03 .0 9 .1 4 .05.04.02 .08 .0 6 .1 4 .05.04.0 9 .13.02.13.0 6 .02.13.13.02YX Z Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution Kimley-Horn & Associates, Inc. WA Rocky Mountain Archery Platform Analysis SK - 11 July 28, 2021 at 2:48 PM Platform Analysis.r3d.01.05.0 5.0 5 .05.01.09.05.0 5 .05.0 5 .03.0 2 .04 .0 5 .09.01.04.02.0 5 .03 .1 0.0 1 .09.04.03 .1 0.02.0 5 .03 .09 .03 .1 0 .04.02 .0 5.0 5.01.03 .09.0 5.1 0 .04.0 5 .01.01.03.0 5 .03.01.05 .02.04 .0 7.0 1.00.02.1 0 .01.02.09 .05 .0 5 .03 .02.02.00.05 .03.0 1 .0 7 .03.02.09.02.03 .0 5.01.05.02.1 0 .04.01 .09 .05 .0 7.01.00.03 .03 .0 5.05 .03.04.01 .09 .05 .1 0.01.0 5 .03 .0 7 .05 .01 .04.0 5.01.1 0 .01 .09 .05 .03 .00 .04 .1 0 .04.01.0 7 .05 .03 .01 .1 0.03.05.01.14 .1 2 .01.05.03.05.03 .1 0 .01.1 2 .03 .14 .01 .01.05.03.1 0 .1 2.03.05.02.0 2 .0 3 .03 .1 2.02.1 0 .03.14.01.09.0 2 .01.1 2.0 2 .1 0 .0 3 .1 0 .02.03.14 .04.1 0 .1 2 .09.0 2 .07.1 0 .0 3.02.0 0 .1 2.0 0 .09 .03.07.1 0.0 2 .0 3 .02.14.01.1 2 .07.0 2 .03.04.0 0 .0 3.04.01.02.03 .1 2.0 1 .07 .01.0 2 .04.09 .02.0 3 .04.01.1 2.02.03 .01.01.0 0 .02.0 3 .01.03 .1 2 .02.07 .02 .01.0 3 .01.1 2 .03 .02.01 .0 3 .1 2 .02.02.01 .03 .0 3 .1 2 .02.02.0 3 .04.01.04.0 3 .01.04.04.01YX Z Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution ASCE 7 ASCE 7-16 Cab1 Ground Cabinet No 63.0 4 33.0 140 33.0 C 1500 4972.56 4 1 - None II 14.4 1.909 137 1.315 Figure 29.4-1 108 1.118 Section 29.4.1 56 516.8 Equation 29.4-1 129.2 9.5 Table 26.11-1 900 Table 26.11-1 6.6 14.4 0.849 Section 26.10.1 1.909 1.000 Figure 26.8-1 1.315 Figure 29.4-1 0.900 Table 26.6-1 1.118 Section 29.4.1 0.84 Table 26.9-1 516.8 Equation 29.4-1 32.02 Table 26.10-1 129.2 0.85 Section 26.11 2.00 375.0 1.70 54.43 0.187 ASCE7 Hazard 1,500 0.055 ASCE7 Hazard 1.000 Section 13.1.3 D ASCE7 Hazard 1.0 Table 13.6-1 6 ASCE7 Hazard 2.5 Table 13.6-1 4,972.6 137.0 2000 478.7 Eqn 13.3-2 6 89.8 Eqn 13.3-3 1.5 143.6 Eqn 13.3-1 3.250 Table 12.2-1 59.8 Section 13.3.1.2 1.00 Table 1.5-2 35.9 1.600 Table 11.4-1 2.400 Table 11.4-2 0.199 Eqn 11.4-3 35.9 0.088 Eqn 11.4-4 0.039 Eqn 12.8-7 Number of loaded nodes INPUT - Seismic Parameters Mapped Spectral Response Value, Ss Short-Period Site Coefficient, Fa Design Spectral Response Value, Sds Site Class Response Modification Factor, Rs Seismic Importance Factor, Ie Long-Period Transition Period, TL (sec) Approx. Fundamental Period, Ta (sec) Lateral Reaction, Eh (lbs) INPUT - Structure Details Weight of structure, W (lbs) Number of Columns, nc Height of structure, hn (ft) Long-Period Site Coefficient, Fv Centerline of component, zs (ft) Centerline of roof, hs (ft) Maximum Seismic Horizontal Force, Fpmax Seismic Horizontal Force, Fp (lbs) Minimum Seismic Horizontal Force, Fpmin Weight of Equipment, Wp (lbs) Component Importance Factor, Ip Component Amplification Factor, ap Platform Loading Calculations Ultimate Wind Speed, Vult (mph) Code INPUT - Loading Parameters Platform base height above grade, Hstr (ft) Risk Category Exposure Category AMSL Ground Elevation, z0 (ft) Topographic Category Feature Length, Lh (ft) Crest Height, H (ft) Kzt - User Defined INPUT - Equipment Specifications Equipment Type Equipment height, ht (in) Equipment width, wd (in) - Y Direction Equipment depth, dp (in) - X Direction Weight per corner, W (lbs)Drag coefficient, Cr (assumed conservatively) OUTPUT - Platform Pressures Lateral Reaction, Vy (lbs) Drag coefficient, Cf Total wind force on equipment, F (lbs) OUTPUT - Weight Distribution Equipment Description Platform location Located in Florida? INPUT - Building Dimensions Building mean roof elevation, hroof (ft) Building width (ft) - Y Direction Building width (ft) - X Direction z (ft) - At equipment centerline Aspect ration of equipment, AR Drag coefficient, Cf OUTPUT - Equipment Forces (X Direction) Gross area of equipment, Af (ft2) (GCr) Total wind force on equipment, F (lbs) OUTPUT - Equipment Forces (Y Direction) Gross area of equipment, Af (ft2) α OUTPUT - Wind Loading zg (ft) Feature Offset, x (ft) Equipment weight, Wt (lbs) OUTPUT - Equipment Seismic Reactions (X Direction) OUTPUT - Equipment Seismic Reactions (Y Direction) OUTPUT - Equipment Seismic Reactions (Vertical) OUTPUT - Structure Seismic Forces Seismic forces are negligible and will not control. Lateral Reaction, Vx (lbs) Aspect ration of equipment, AR (GCr) (GCr) Gust-Effect Factor, G Kz Kzt Kd Ke qz (psf) GCrqz (psf) OUTPUT - Equipment Seismic Forces Seismic Vertical Force, Fv (lbs) Lateral Reaction, Eh (lbs) Component Response Factor, Rp Mapped Spectral Response Value, S1 Design Spectral Response Value, Sd1 ASCE 7 ASCE 7-16 Cab2 Ground Cabinet No 60.0 4 30.0 140 10.0 C 150 4972.56 4 1 - None II 12.5 2.000 137 1.317 Figure 29.4-1 108 1.119 Section 29.4.1 56 447.9 Equation 29.4-1 112.0 9.5 Table 26.11-1 900 Table 26.11-1 6.5 4.2 0.849 Section 26.10.1 6.000 1.000 Figure 26.8-1 1.383 Figure 29.4-1 0.900 Table 26.6-1 1.176 Section 29.4.1 0.84 Table 26.9-1 156.9 Equation 29.4-1 32.02 Table 26.10-1 39.2 0.85 Section 26.11 2.00 37.5 1.70 54.43 0.187 ASCE7 Hazard 150 0.055 ASCE7 Hazard 1.000 Section 13.1.3 D ASCE7 Hazard 1.0 Table 13.6-1 6 ASCE7 Hazard 2.5 Table 13.6-1 4,972.6 137.0 2000 47.9 Eqn 13.3-2 6 9.0 Eqn 13.3-3 1.5 14.4 Eqn 13.3-1 3.250 Table 12.2-1 6.0 Section 13.3.1.2 1.00 Table 1.5-2 3.6 1.600 Table 11.4-1 2.400 Table 11.4-2 0.199 Eqn 11.4-3 3.6 0.088 Eqn 11.4-4 0.039 Eqn 12.8-7 Number of loaded nodes INPUT - Seismic Parameters Mapped Spectral Response Value, Ss Short-Period Site Coefficient, Fa Design Spectral Response Value, Sds Site Class Response Modification Factor, Rs Seismic Importance Factor, Ie Long-Period Transition Period, TL (sec) Approx. Fundamental Period, Ta (sec) Lateral Reaction, Eh (lbs) INPUT - Structure Details Weight of structure, W (lbs) Number of Columns, nc Height of structure, hn (ft) Long-Period Site Coefficient, Fv Centerline of component, zs (ft) Centerline of roof, hs (ft) Maximum Seismic Horizontal Force, Fpmax Seismic Horizontal Force, Fp (lbs) Minimum Seismic Horizontal Force, Fpmin Weight of Equipment, Wp (lbs) Component Importance Factor, Ip Component Amplification Factor, ap Platform Loading Calculations Ultimate Wind Speed, Vult (mph) Code INPUT - Loading Parameters Platform base height above grade, Hstr (ft) Risk Category Exposure Category AMSL Ground Elevation, z0 (ft) Topographic Category Feature Length, Lh (ft) Crest Height, H (ft) Kzt - User Defined INPUT - Equipment Specifications Equipment Type Equipment height, ht (in) Equipment width, wd (in) - Y Direction Equipment depth, dp (in) - X Direction Weight per corner, W (lbs)Drag coefficient, Cr (assumed conservatively) OUTPUT - Platform Pressures Lateral Reaction, Vy (lbs) Drag coefficient, Cf Total wind force on equipment, F (lbs) OUTPUT - Weight Distribution Equipment Description Platform location Located in Florida? INPUT - Building Dimensions Building mean roof elevation, hroof (ft) Building width (ft) - Y Direction Building width (ft) - X Direction z (ft) - At equipment centerline Aspect ration of equipment, AR Drag coefficient, Cf OUTPUT - Equipment Forces (X Direction) Gross area of equipment, Af (ft2) (GCr) Total wind force on equipment, F (lbs) OUTPUT - Equipment Forces (Y Direction) Gross area of equipment, Af (ft2) α OUTPUT - Wind Loading zg (ft) Feature Offset, x (ft) Equipment weight, Wt (lbs) OUTPUT - Equipment Seismic Reactions (X Direction) OUTPUT - Equipment Seismic Reactions (Y Direction) OUTPUT - Equipment Seismic Reactions (Vertical) OUTPUT - Structure Seismic Forces Seismic forces are negligible and will not control. Lateral Reaction, Vx (lbs) Aspect ration of equipment, AR (GCr) (GCr) Gust-Effect Factor, G Kz Kzt Kd Ke qz (psf) GCrqz (psf) OUTPUT - Equipment Seismic Forces Seismic Vertical Force, Fv (lbs) Lateral Reaction, Eh (lbs) Component Response Factor, Rp Mapped Spectral Response Value, S1 Design Spectral Response Value, Sd1 Report File: TIA-222 Revison:Check Pier Capacity only at location of Max Moment?No Tower Type: Soil Lateral Check Compression Uplift Comp.Uplift 11.11 - 0 2.01 - 11.5 92.49 - 10.6 66.1%- Soil Vertical Check Compression Uplift Go to Soil Calculations 21.13 - 4.5 ksi 7.36 - 60 ksi 11.79 - 60 ksi 28.50 - 23.29 - 81.7% - 16 ft Reinforced Concrete Flexure Compression Uplift 4 ft 11.19 - 92.48 - 205.00 - 2.5 ft 45.1%- 27 8 Reinforced Concrete Shear Compression Uplift 6 16.38 - 3 in 21.58 - 3 85.86 - 12 in 25.1%- in 0 # of Layers 1 121 FALSE 1 0 16 16 37.6 87.6 0 30 0.224 0.224 2 10 45.1%Structural Foundation Rating Total Capacity (kips)Tie Yield Strength, Fyt: Tie Spacing Depth N/A Analysis Results Rebar Quantity Rebar Size Pier Section 1 Check Limitation Apply TIA-222-H Section 15.5: Critical Depth (ft from TOC) Critical Depth (ft from TOC) 81.7%Soil Interaction Rating Ext. Above Grade Critical Moment (kip-ft) Critical Moment Capacity Rating From 4' above grade to 16' below grade Rebar Size Clear Cover to Ties Tie Size Cohesionless Ultimate Skin Friction Uplift Override (ksf) Shear Design Options Check Shear along Depth of Pier: Utilize Shear-Friction Methodology: Critical Shear Capacity Rating Override Critical Depth: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip-ft) Rating Skin Friction (kips) Weight of Concrete (kips) Rating Critical Shear (kip) End Bearing (kips) Axial (kips) Drilled Pier Foundation Site #: Site Name: Monopole Applied Loads Material Properties Pier Design Data H Rocky Mountain Archery Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Rebar Strength, Fy: Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Layer Top (ft) Bottom (ft) Thickness (ft) Ultimate Skin Friction Comp Override (ksf) Groundwater Depth Soil Profile Soil TypeSPT Blow Count Ult. Gross Bearing Capacity (ksf) γsoil (pcf) γconcrete (pcf) Cohesion (ksf) Angle of Friction (degrees) Pier Diameter Rebar Quantity Rebar Cage Diameter Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 4.2.3 Structural Platform Design Analysis for Vertical Bridge Kimley-Horn Job # 140064064.1 Site Name: Rocky Mountain Archery kimley-horn.com 4582 S Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 APPENDIX STRUCTURAL DETAILS 4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082STRUCTURALNOTESS1 PLATFORM FOUNDATION PLAN1S2SCALE : 1/4" = 1'-0"4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082PLATFORMFOUNDATION PLANS2 PLATFORM FRAMING PLAN1S3SCALE : 1/4" = 1'-0"4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082PLATFORMFRAMING PLANS3 4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082PLATFORMELEVATIONSS4EQUIPMENT PLATFORM FRONT VIEW1S4SCALE : 3/8" = 1'-0"EQUIPMENT PLATFORM SIDE VIEW2S4SCALE : 3/8" = 1'-0" CONNECTION SCHEDULE4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082STRUCTURALDETAILS 1 OF 2S5BEAM TO BEAM CONNECTION1S5SCALE : 1-1/2" = 1'-0"HANDRAIL ON BEAM DETAIL2S5SCALE : 1" = 1'-0"HANDRAIL ON BEAM DETAIL3S5SCALE : 1-1/2" = 1'-0"HANDRAIL ON BEAM DETAIL4S5SCALE : 1-1/2" = 1'-0"CORNER BEAM TO BEAM DETAIL5S5SCALE : 1-1/2" = 1'-0" 4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082STRUCTURALDETAILS 2 OF 2S6STAIR STRINGER DETAIL1S6SCALE : 1" = 1'-0"HANDRAIL ON STRINGER DETAIL2S6SCALE : 3" = 1'-0" 4582 S ULSTER ST. #1500DENVER, CO 80237PHONE (303) 228-2300WWW.KIMLEY-HORN.COMBoca Raton, FL 33487750 Park of Commerce DriveSuite 200Aurora, CO 8001118400 East 22nd AvenueSITE NAME:ROCKY MOUNTAIN ARCHERYT-MOBILE SITE #:DN01586CVERTICAL BRIDGE SITE #:US-CO-5082FOUNDATIONDETAILS -PLATFORMS7FOUNDATION PLAN AND ELEVATION DETAIL1S7SCALE : 1-1/2" = 1'-0"BASE PLATE DETAIL2S7SCALE : 1-1/2" = 1'-0"ANCHORAGE DETAIL3S7SCALE : 1-1/2" = 1'-0"