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HomeMy WebLinkAbout4518 INNOVATION DR WIRELESS TELECOMMUNICATIONS - PDP210010 - SUBMITTAL DOCUMENTS - ROUND 1 - SUPPLEMENTAL INFORMATION 1033 WATERVLIET SHAKER RD, ALBANY, NY 12205 Dante Lo Greco Project Engineer II AZ CA CO FL GA MD NC NH NJ NY TX WA a Structural Design Report November 17, 2020 T-Mobile Site Name Rocky Mountain Archery T-Mobile Site Number DN01586C Vertical Bridge Site Name Rocky Mountain Archery Vertical Bridge Site Number US-CO-5082 Infinigy Job Number 2127-Z0001 Client Vertical Bridge Carrier T-Mobile Site Location 4518 Innovation Drive Fort Collins, CO 80525 Larimer County 40.5243778 N NAD83 105.0454583 W NAD83 Structure Type Elevated Equipment Platform This elevated platform is designed to support telecommunication equipment and cabinets and a live load of 100 psf. The basis of the design follows the provisions of IBC 2018, ASCE 7-16, AISC 14th Edition and ACI-318-14. 11/17/20 Structural Design Report November 17, 2020 US-CO-5082_Rocky Mountain Archery Page | 2 Contents Introduction…………………………………………………………….. 3 Supporting Documentation…………………………………………….. 3 Analysis Code Requirements…………………………………………... 3 Conclusion……………………………………………………………… 3 Final Configuration Loading…………………………………………… 4 Structure Usages………………………………………………………... 4 Assumptions and Limitations…………………………………………… 5 Calculations………………………………………………………….. Appended Structural Design Report November 17, 2020 US-CO-5082_Rocky Mountain Archery Page | 3 Introduction Infinigy Engineering has been requested to perform the structural design of a 20x11ft platform for the proposed T-Mobile equipment. The platform is resting on (4) 30” piers that are embedded 16ft in the ground. The working surface is covered with grating and its service area can accommodate a second telecommunication carrier. All referenced supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The platform was analyzed using RISA-3D Version 17.0.4 analysis software. Supporting Documentation RFDS RFDS ID #DN01586C, dated August 30, 2017 Drawings Zoning drawing No. 404-014, dated June 8, 2020 Analysis Code Requirements Wind Speed 107 mph (Ultimate 3-Second Gust) Wind Speed w/ Ice 50 mph w/ 0.25” Adopted IBC 2018 IBC Risk Category II Exposure Category C Topographic Factor ProcedureMethod 1 Topographic Category 1 Crest Height (H) 0 ft Spectral Response Ss = 0.187 g, S1 = 0.055 g Site Class D - Stiff Soil Conclusion The platform structural members and its foundation structure is adequate to support the proposed T-Mobile equipment. The platform shall be built per the construction documents issued by Infinigy for this site. If you have questions or need additional information please contact me via the information below: Dante Lo Greco Project Engineer II | INFINIGY 1517 Old Apex Road, Cary, NC 27513 (O) (518) 690-0798 dlogreco@infinigy.com | www.infinigy.com Structural Design Report November 17, 2020 US-CO-5082_Rocky Mountain Archery Page | 4 Final Configuration Loading Wind Center (ft) Qty Appurtenance Appurtenance Dimensions and Weight Structure Type Carrier 7.0 1 ERICSSON 6160 SITE SUPPORT CABINET 33.5” x 25.6” x 63” 295 lb Equipment Platform T-Mobile 1 EMERSON CS2S2-W736 10” x 66” x 30” 150 lb 1 NOKIA FSME 19.3” x 22” x 5.25” 50.7 lb 2 NOKIA TME-FSMF 19.3” x 22” x 5.25” 33.1 lb 1 NOKIA ESMB 19.3” x 22” x 5.25” 33.1 lb Structure Usages Girders 64.2% Pass Platform Bracing 41.0% Pass Handrails 72.3% Pass Handrail Bracing 27.1% Pass Connections 24.2% Pass Anchors 12.8% Pass Foundation 90.5% Pass Max Usage 90.5% Pass Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. The structure owner and/or contractor shall verify the structure’s condition after installation of proposed platform. The foundation design is based on the presumptive soil values provided in IBC 2018 Chapter 18. If actual conditions differ from those described in this report, Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 4 Nov 17, 2020 at 4:47 PM xRocky Mountain Archery_loaded.r... Y XZ Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 2 Nov 17, 2020 at 11:08 AM xRocky Mountain Archery_loaded.r... N2 N4 N6 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N39 N39A N40 N41 N42 N44 N45 N52A N53 N54 N55 N56 N57 N58 N59 N64 N62 N63 N64A N65A N66 N60 N61 N62A N63A N64B N65B N66A N67 N68 N69 N70 N68A N69A N68B N69B N70A N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 N82 N83 N84 N85 N86 N87 N88 N89 N90 N91 N92 M5 M6 M7 M8 M9 M 1 0 M 1 1 M 2 4 M2 5 M 2 6 M2 7M28M29 M30M31M32M33M34M35M36M37M42M43M44M45M3 4 A M 3 6 A M 3 7 A M 3 8 AM36BM37B M38M3 7 C M 3 8 B M 3 9 M 4 0 M3 8 C M3 9 A M 3 9 B M 4 0 AM41 M42AM43AM44AM 4 5 A M4 6 M 4 7 M4 8 M 5 1 M 5 2 Y XZ This is connection M37C J - M6 This is connection M38B I - M37C This is connection M9 I - M7 Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 5 Nov 17, 2020 at 4:47 PM xRocky Mountain Archery_loaded.r... W12X 3 0 W 1 2 X 3 0 W8 X 1 5 W8 X 1 5 W8X1 5 W8X1 5 W8X1 5 P IP E _1 .5 PIP E _ 1 . 5 P IP E _1 .5 PIP E _ 1 . 5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5PIPE_1.5W12X30 W8X1 5 W8X1 5 W8X1 5PIPE_1.5PIPE_1.5PIPE_1.5W12X30 W8X1 5 W8X1 5 W8X1 5 W8 X 1 5 W8 X 1 5 L 4 X 4 X 4 L 4 X 4 X 4 P IP E _1 .5 PIP E _ 1 . 5 P IP E _1 .5 PIP E _ 1 . 5 P IP E _1 .5 P IP E _1 .5 Y XZ Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 6 Nov 17, 2020 at 4:47 PM xRocky Mountain Archery_loaded.r... -73.75lb -73.75lb -37.5lb-37.5lb -37.47lb-37.47lb -73.75lb-37.47lb-37.47lb -73.75lb -37.5lb-37.5lb -10psf -10psf -10psf -10psf Y XZ Loads: BLC 1, Self Weight Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 7 Nov 17, 2020 at 4:48 PM xRocky Mountain Archery_loaded.r... -100psf -100psf -100psf -100psf Y XZ Loads: BLC 33, Service Live Loads Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 7 Nov 17, 2020 at 11:36 AM xRocky Mountain Archery_loaded.r... -35psf -35psf -35psf -35psf Y XZ Loads: BLC 34, Snow Load Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 1 Nov 17, 2020 at 4:28 PM xRocky Mountain Archery_loaded.r... -110.03lb -110.03lb 270.78lb 270.78lb -15.64lb-15.64lb 7.11lb7.11lb -21.12lb -21.12lb5.04lb 5.04lb -110.03lb -270.78lb -21.12lb -21.12lb -5.04lb-5.04lb -110.03lb -270.78lb -15.64lb-15.64lb -7.11lb-7.11lb Y XZ Loads: BLC 2, Wind Load AZI 0 Envelope Only Solution Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 2 Nov 17, 2020 at 4:29 PM xRocky Mountain Archery_loaded.r... -84.08lb -84.08lb -158.13lb 158.13lb -103.23lb-103.23lb -309.68lb 309.68lb -24.08lb -24.08lb -6.56lb 6.56lb -84.08lb -158.13lb -24.08lb -24.08lb -6.56lb 6.56lb -84.08lb158.13lb -103.23lb-103.23lb -309.68lb 309.68lb Y XZ Loads: BLC 5, Wind Load AZI 90 Envelope Only Solution Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 9 Nov 17, 2020 at 11:37 AM xRocky Mountain Archery_loaded.r... -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf-33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf Y XZ Loads: BLC 14, Distr. Wind Load Z Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 10 Nov 17, 2020 at 11:37 AM xRocky Mountain Archery_loaded.r... -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf-33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf -33.561psf Y XZ Loads: BLC 15, Distr. Wind Load X Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 12 Nov 17, 2020 at 12:01 PM xRocky Mountain Archery_loaded.r... -4.41lb -4.41lb 10.86lb 10.86lb -2.24lb-2.24lb 1.02lb1.02lb -2.23lb -2.23lb.54lb .54lb -4.41lb -10.86lb -2.23lb -2.23lb -.54lb-.54lb -4.41lb -10.86lb -2.24lb-2.24lb -1.02lb-1.02lb Y XZ Loads: BLC 31, Seismic Load Z Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 11 Nov 17, 2020 at 12:01 PM xRocky Mountain Archery_loaded.r... -4.41lb -4.41lb -8.3lb 8.3lb -2.24lb-2.24lb -6.73lb 6.73lb -2.23lb -2.23lb -.6lb .6lb -4.41lb -8.3lb -2.23lb -2.23lb -.6lb .6lb -4.41lb 8.3lb -2.24lb-2.24lb -6.73lb 6.73lb Y XZ Loads: BLC 32, Seismic Load X Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 8 Nov 17, 2020 at 4:50 PM xRocky Mountain Archery_loaded.r....02 .18NC.41.02 .18.02 .14 .61 .23 .41.12.02 .24.09 .53 .00.12.02 .41.24.23 .23.02.13.61.09.41.02 .23 .53 NC.13.02 .00.09.14 .41 .23 .19.22.23 .64 .39.09 .09.53 .41.19.61.23 .22 .25 .09.39.27.00 .41 .00 .23 .72 .22 .39 .24.27.23 .64 .53 .22 .25 .08 .41 .15.24.61 .22 .08 .39 .23 .72 .23 .07.15.00 .04 .64 .08 .17NC.09 .25 .53 .23.05.64 .04.23 .17.39 .72 .04 .64 .14.05.23 .25 .02 .14.04 .39 .15.13 .00 .72 .04 .14.39 .15.04 .64 .14 .25 .04.14.27.04.13 .39 .72 NC.14.27.04.14 .25 .19.13 .72 .19Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 9 Nov 17, 2020 at 4:50 PM xRocky Mountain Archery_loaded.r....02 .14NC.02.02 .14.02 .06 .08 .05 .02.04.02 .08.04 .05 .03.04.02 .02.08.07 .05.02.04.08.03.02.02 .07 .05 NC.04.02 .01.03.06 .02 .05 .13.07.07 .08 .02.05 .04.05 .02.13.08.07 .07 .06 .04.02.08.03 .02 .03 .05 .05 .07 .02 .08.08.07 .08 .05 .07 .06 .01 .02 .05.08.08 .07 .01 .02 .07 .05 .05 .02.05.01 .02 .08 .01 .11NC.02 .06 .05 .07.01.08 .02.07 .11.02 .05 .02 .08 .03.01.07 .06 .01 .04.02 .02 .06.02 .03 .05 .02 .04.02 .06.02 .08 .03 .06 .02.04.08.02.02 .02 .05 NC.04.08.02.03 .06 .11.02 .05 .11Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Infinigy Engineering Dante M. Lo Greco 2127-Z0001 Rocky Mountain Archery SK - 15 Nov 17, 2020 at 1:18 PM xRocky Mountain Archery_loaded.r... W12 to W8 W12 to W8 W12 to W12 W12 to W12 W12 to W8 W12 to W8 W 1 2 to W 8 W 8 to W 8 W12 to W8 W12 to W8 W 1 2 to W 8 W 1 2 to W 8 W12 to W12 W12 to W12 W12 to W8 W12 to W8 W 1 2 to W 8 W 1 2 to W 8 W 1 2 to W 8 W 8 to W 8 W12 to W8 W12 to W8 W 1 2 to W 8 W 1 2 to W 8 W 1 2 to W 8 W 1 2 to W 8 W12 to W12 W12 to W12 W12 to W8 W12 to W8 W12 to W8 W12 to W8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W 8 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W 1 2 to W 8 W 8 to W 8 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W 1 2 to W 8 W 1 2 to W 8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W 1 2 to W 8 W 1 2 to W 8 W 8 to W 8 W 1 2 to W 8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W12 to W12 W12 to W12 W 1 2 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W 8 to W 8 W 1 2 to W 8 W12 to W8 W12 to W8 W12 to W12 W12 to W12 W12 to W8 W12 to W8 Y XZ Conn Rules None Col/Bm Single Angle Shear Col/Bm Double Angle Shear Col/Bm Two Side Clip Angle Shear Col/Bm End Plate Shear Col/Bm Shear Tab Shear W12 to W8 W12 to W12 W8 to W8 Girder/Bm Double Angle Shear Grd/Bm Two Side Clip Angle Shear Girder/Bm End Plate Shear Girder/Bm Shear Tab Shear Beam Shear Splice Column Shear Splice Col/Bm Ext. End Plate Moment Col/Bm PartExt. End Plate Moment Col/Bm Flush End Plate Moment Col/Bm Flange Plate Moment Col/Bm Direct Weld Moment Col/Bm Seismic Moment Beam Moment Plate Splice Column Moment Plate Splice Beam Direct Weld Moment Splice Col Direct Weld Moment Splice Bm Ext. End Plate Moment Splice Col Ext. End Plate Moment Splice Diagonal Vertical Brace Chevron Vertical Brace Seismic Diagonal Brace Seismic Chevron Brace Knee Brace Single Column Base Plate Base Plate with Vertical Brace HSS Truss Connection Member Connection Design Rule Displayed Program Inputs Client: Carrier: Engineer: Building Code:2018 IBC Design Standards:ASCE 7-16 Platform Height AGL:5.0 ft Roof Height AGL:0.0 ft Risk Category:II Short-Period Accel. (Ss):0.19 g Exposure Category:C 1-Second Accel. (S1):0.06 g Topo Category:1 Short-Period Design (SDS):0.20 Site Class:D 1-Second Design (SD1):0.09 Ground Elevation:4972.56 ft *7-16 only Short-Period Coeff. (Fa):1.60 1-Second Coeff. (Fv):2.40 Amplification Factor (ap):1.00 Topo Feature:Response Mod. (Rp):2.50 Crest Height:N/A ft Overstrength (Ωo):1.00 Slope Distance:N/A ft Crest Distance:N/A ft Basic Wind (VBasic):107 mph Max Bolt Tension 3.6%Pass Snow Pressure:35 psf Max Bolt Shear 2.5%Pass Ice Wind Speed (Vi):50 mph Max Bolt Interaction 4.4%Pass Ice Thickness (ti):0.25 in N/A ANCHORAGE RESULTS *Max bolt reactions may not all occur on the same equipment PROJECT INFORMATION CODE STANDARDS Infinigy Platform Calculator V1.0.0 PLATFORM INFORMATION Dante Lo Greco T-Mobile Vertical Bridge SEISMIC DATASITE INFORMATION WIND, SNOW, AND ICE DATA TOPOGRAPHIC DATA 11/17/2020US-CO-5082_Rocky Mountain Archery Program Inputs Equipment Type Model Uplift/Bolt (lbs)Axial/Bolt (lbs)Normal Shear/Bolt (lbs) Transverse Shear/Bolt (lbs) Site Support Cabinet 6160 270.78 -270.78 -110.03 -84.08 Power Protection Cabinet CS2S2-W736 7.11 -7.11 -15.64 -103.23 Stacked Sleeve FSME 1.26 -1.26 -5.28 -6.02 Stacked Sleeve FSMF 1.26 -1.26 -5.28 -6.02 Stacked Sleeve FSMF 1.26 -1.26 -5.28 -6.02 Stacked Sleeve ESMB 1.26 -1.26 -5.28 -6.02 Manufacturer Vertical E5 (lbs)Vertical E7 (lbs)Uplift/Bolt (lbs)Axial/Bolt (lbs)Shear/bolt (lbs) Ericsson 91.44 63.43 10.86 -10.86 -17.65 Emerson -185.98 -129.02 1.02 -1.02 -8.98 Nokia -62.87 -43.62 0.18 -0.18 -3.03 Nokia -41.00 -28.44 0.12 -0.12 -1.98 Nokia -41.00 -28.44 0.12 -0.12 -1.98 Nokia -40.92 -28.38 0.12 -0.12 -1.97 NORMAL LOADING DIAGRAM LATERAL LOADING DIAGRAM EQUIPMENT LOADING (SEISMIC) EQUIPMENT LOADING (WIND) Nokia Manufacturer Nokia Nokia Nokia Emerson Ericsson Model 6160 ESMB FSMF FSMF FSME CS2S2-W736 11/17/2020US-CO-5082_Rocky Mountain Archery Program Inputs 11/17/2020US-CO-5082_Rocky Mountain Archery Company : Infinigy Engineering Nov 17, 2020 4:48 PMDesigner : Dante M. Lo Greco Job Number : 2127-Z0001 Checked By:_____ Model Name : Rocky Mountain Archery Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M5 N2 N6 Girders Beam Wide Flange A992 Typical 2 M6 N4 N8 Girders Beam Wide Flange A992 Typical 3 M7 N2 N4 Beams Beam Wide Flange A992 Typical 4 M8 N6 N8 Beams Beam Wide Flange A992 Typical 5 M9 N9 N68 Beams Beam Wide Flange A992 Typical 6 M10 N11 N69 Beams Beam Wide Flange A992 Typical 7 M11 N13 N70 Beams Beam Wide Flange A992 Typical 8 M24 N30 N53 Handrails Beam Wide Flange A53 Gr.B Typical 9 M25 N32 N33 Handrails Beam Wide Flange A53 Gr.B Typical 10 M26 N33 N31 Handrails Beam Wide Flange A53 Gr.B Typical 11 M27 N31 N30 Handrails Beam Wide Flange A53 Gr.B Typical 12 M28 N30 N2 Support Verts Column Wide Flange A53 Gr.B Typical 13 M29 N32 N6 Support Verts Column Wide Flange A53 Gr.B Typical 14 M30 N33 N8 Support Verts Column Wide Flange A53 Gr.B Typical 15 M31 N31 N4 Support Verts Column Wide Flange A53 Gr.B Typical 16 M32 N35 N34 Support Verts Column Wide Flange A53 Gr.B Typical 17 M33 N37 N36 Support Verts Column Wide Flange A53 Gr.B Typical 18 M34 N39 N11 Support Verts Column Wide Flange A53 Gr.B Typical 19 M35 N41 N40 Support Verts Column Wide Flange A53 Gr.B Typical 20 M36 N42 N39A Support Verts Column Wide Flange A53 Gr.B Typical 21 M37 N45 N44 Support Verts Column Wide Flange A53 Gr.B Typical 22 M42 N53 N52A Support Verts Column Wide Flange A53 Gr.B Typical 23 M43 N55 N54 Support Verts Column Wide Flange A53 Gr.B Typical 24 M44 N57 N56 Support Verts Column Wide Flange A53 Gr.B Typical 25 M45 N59 N58 Support Verts Column Wide Flange A53 Gr.B Typical 26 M34A N62 N63 Girders Beam Wide Flange A992 Typical 27 M36A N64A N10 Beams Beam Wide Flange A992 Typical 28 M37A N65A N12 Beams Beam Wide Flange A992 Typical 29 M38A N66 N14 Beams Beam Wide Flange A992 Typical 30 M36B N61 N60 Support Verts Column Wide Flange A53 Gr.B Typical 31 M37B N63A N62A Support Verts Column Wide Flange A53 Gr.B Typical 32 M38 N65B N64B Support Verts Column Wide Flange A53 Gr.B Typical 33 M37C N66A N67 Girders Beam Wide Flange A992 Typical 34 M38B N68 N64A Beams Beam Wide Flange A992 Typical 35 M39 N69 N65A Beams Beam Wide Flange A992 Typical 36 M40 N70 N66 Beams Beam Wide Flange A992 Typical 37 M38C N68A N69A Beams Beam Wide Flange A992 Typical 38 M39A N69A N64 Beams Beam Wide Flange A992 Typical 39 M39B N68B N69B 180 Brace Beam Single Angle A36 Gr.36 Typical 40 M40A N70A N71 90 Brace Beam Single Angle A36 Gr.36 Typical 41 M41 N66A N74 RIGID None None RIGID Typical 42 M42A N67 N75 RIGID None None RIGID Typical 43 M43A N63 N73 RIGID None None RIGID Typical 44 M44A N62 N72 RIGID None None RIGID Typical 45 M45A N76 N86 Handrails Beam Wide Flange A53 Gr.B Typical 46 M46 N78 N79 Handrails Beam Wide Flange A53 Gr.B Typical 47 M47 N79 N77 Handrails Beam Wide Flange A53 Gr.B Typical 48 M48 N77 N76 Handrails Beam Wide Flange A53 Gr.B Typical 49 M51 N55 N32 Handrails Beam Wide Flange A53 Gr.B Typical 50 M52 N87 N78 Handrails Beam Wide Flange A53 Gr.B Typical RISA-3D Version 17.0.2 Page 1 [W:\...\...\...\...\...\Model\xRocky Mountain Archery_loaded.r3d] Company : Infinigy Engineering Nov 17, 2020 4:48 PMDesigner : Dante M. Lo Greco Job Number : 2127-Z0001 Checked By:_____ Model Name : Rocky Mountain Archery Material Takeoff Material Size Pieces Length[in] Weight[K] 1 General 2 RIGID 4 24 0 3 Total General 4 24 0 4 5 Hot Rolled Steel 6 A36 Gr.36 L4X4X4 2 66 0 7 A53 Gr.B PIPE_1.5 27 2114 .4 8 A992 W12X30 4 744 1.9 9 A992 W8X15 13 996 1.3 10 Total HR Steel 46 3920 3.6 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(... 1 Self Weight DL -1 24 4 2 Wind Load AZI 0 WLZ 48 3 BLC 1 Transient Area Lo...None 46 4 BLC 33 Transient Area L...None 46 5 Wind Load AZI 90 WLX 48 6 BLC 34 Transient Area L...None 46 14 Distr. Wind Load Z WLZ 44 15 Distr. Wind Load X WLX 44 31 Seismic Load Z ELZ -.1 48 32 Seismic Load X ELX -.1 48 33 Service Live Loads LL 4 34 Snow Load SL 4 Load Combinations Description S... PD...SRSS B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4D Yes Y DL 1.4 2 1.2D + 1.6L + 0.5S Yes Y DL 1.2 LL 1.6 SL .5 3 1.2D + 1.6S + LL Yes Y DL 1.2 SL 1.6 LL 1 4 1.2D + 1.6S + 0.5W 000 Yes Y DL 1.2 SL 1.6 W....5 W....5 5 1.2D + 1.6S + 0.5W 090 Yes Y DL 1.2 SL 1.6 W....5 W....5 6 1.2D + L + 0.5S + 1.0W ...Yes Y DL 1.2 W...1 LL 1 SL .5 7 1.2D + L + 0.5S + 1.0W ...Yes Y DL 1.2 W...1 LL 1 SL .5 8 0.9D + 1.0W 000 Yes Y DL .9 W...1 9 0.9D + 1.0W 090 Yes Y DL .9 W...1 10 (0.9-0.2Sds)D+Eh 000 Yes Y DL .86 ELZ 1 11 (0.9-0.2Sds)D+Eh 090 Yes Y DL .86 E...1 12 (1.2+0.2 Sds)D + L+0.2S...Yes Y DL 1.24 ELZ 1 LL 1 SL .2 13 (1.2+0.2 Sds)D + L+0.2S...Yes Y DL 1.24 E...1 LL 1 SL .2 14 1.2D + 1.6L + .2Di + .5S Yes Y DL 1.2 LL 1.6 O....2 SL .5 15 1.2D + 1L + 1Di + 0.5S +...Yes Y DL 1.2 LL 1 O...1 O...1 SL .5 16 1.2D + 1L + 1Di + 0.5S +...Yes Y DL 1.2 LL 1 O...1 O...1 SL .5 17 0.9D + 1Di + 1Wi 000 Yes Y DL .9 O...1 O...1 18 0.9D + 1Di + 1Wi 090 Yes Y DL .9 O...1 O...1 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N72 max 494.264 7 11410.037 14 857.459 8 675.619 8 85.173 9 42.67 8 2 min -85.34 8 1230.607 11 -.855 2 -1150.794 2 -47.256 6 -247.132 7 3 N73 max 611.378 9 11469.303 14 1012.968 6 552.21 8 497.457 7 16.153 14 RISA-3D Version 17.0.2 Page 2 [W:\...\...\...\...\...\Model\xRocky Mountain Archery_loaded.r3d] Company : Infinigy Engineering Nov 17, 2020 4:48 PMDesigner : Dante M. Lo Greco Job Number : 2127-Z0001 Checked By:_____ Model Name : Rocky Mountain Archery Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 4 min -32.306 2 1291.869 11 .03 9 -1489.767 2 5.2 17 -305.689 9 5 N74 max 549.217 7 11673.438 14 851.05 6 1361.325 6 45.333 13 -4.048 18 6 min 8.096 17 1311.347 8 -4.075 9 -104.418 9 -70.597 9 -274.608 7 7 N75 max 1247.96 9 12163.34 14 1117.918 8 1595.319 6 22.024 8 56.716 6 8 min -113.433 6 1497.941 8 -.864 2 -2.835 9 -899.103 7 -623.98 9 9 Totals:max 2861.858 9 46716.117 14 3838.506 8 10 min 0 1 5494.05 10 0 1 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[in] Dir LC phi*Pnc...phi*Pnt...phi*Mn ...phi*Mn ...Cb Eqn 1 M27 PIPE_1.5 .723 160 14 .053 240 6 1149.172 23593.5 1105.1251105.125 3...H1-1a 2 M37C W12X30 .642 120 14 .084 240 y 14 79618....395550 35850 79690....1...H1-1b 3 M34A W12X30 .609 120 14 .077 240 y 14 79618....395550 35850 79767....1...H1-1b 4 M25 PIPE_1.5 .527 120 14 .050 0 6 1149.172 23593.5 1105.1251105.125 3...H1-1a 5 M8 W8X15 .410 120 14 .016 0 y 14 13374....199800 10012.5 14809....1...H1-1b 6 M7 W8X15 .391 120 14 .015 40 y 14 13374....199800 10012.5 14771....1...H1-1b 7 M36 PIPE_1.5 .271 0 14 .078 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 8 M32 PIPE_1.5 .271 0 14 .080 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 9 M48 PIPE_1.5 .248 240 14 .056 40 6 1149.172 23593.5 1105.1251105.125 3...H1-1b 10 M37 PIPE_1.5 .243 0 14 .076 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 11 M38 PIPE_1.5 .243 0 14 .080 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 12 M38B W8X15 .234 51 14 .069 0 y 14 74044....199800 10012.5 40692....1...H1-1b 13 M46 PIPE_1.5 .228 0 14 .046 0 6 1149.172 23593.5 1105.1251105.125 3...H1-1b 14 M40 W8X15 .226 51 14 .071 0 y 14 74044....199800 10012.5 40219....1...H1-1b 15 M39 W8X15 .224 51 14 .068 102 y 14 74044....199800 10012.5 40491....1...H1-1b 16 M28 PIPE_1.5 .187 0 14 .126 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 17 M31 PIPE_1.5 .185 0 14 .110 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 18 M29 PIPE_1.5 .176 0 14 .137 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 19 M30 PIPE_1.5 .175 0 14 .114 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 20 M35 PIPE_1.5 .148 0 14 .056 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 21 M33 PIPE_1.5 .148 0 14 .049 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 22 M45A PIPE_1.5 .145 0 6 .063 44 6 18314....23593.5 1105.1251105.125 2...H1-1b 23 M52 PIPE_1.5 .143 44 8 .055 44 8 18314....23593.5 1105.1251105.125 2...H1-1b 24 M44 PIPE_1.5 .141 21 6 .039 42 6 18730....23593.5 1105.1251105.125 1...H1-1b 25 M45 PIPE_1.5 .138 21 8 .036 42 8 18730....23593.5 1105.1251105.125 1...H1-1b 26 M47 PIPE_1.5 .138 0 6 .029 88 6 3798.915 23593.5 1105.1251105.125 2...H1-1b 27 M42 PIPE_1.5 .133 21 6 .040 42 8 18730....23593.5 1105.1251105.125 1...H1-1b 28 M26 PIPE_1.5 .133 132 6 .022 88 6 3798.915 23593.5 1105.1251105.125 2...H1-1b 29 M43 PIPE_1.5 .121 21 8 .044 42 6 18730....23593.5 1105.1251105.125 1...H1-1b 30 M24 PIPE_1.5 .095 0 6 .050 44 6 18314....23593.5 1105.1251105.125 2...H1-1b 31 M51 PIPE_1.5 .090 44 8 .038 44 8 18314....23593.5 1105.1251105.125 2...H1-1b 32 M36B PIPE_1.5 .089 0 7 .027 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 33 M40A L4X4X4 .087 16.156 14 .020 0 z 14 48351....62532 3137.5976714.886 1...H2-1 34 M37B PIPE_1.5 .087 0 14 .039 21 6 18730....23593.5 1105.1251105.125 1...H1-1b 35 M38C W8X15 .083 22.5 6 .011 60 y 6 141824...199800 10012.5 51000 1...H1-1b 36 M39B L4X4X4 .074 16.5 14 .019 33 y 14 48351....62532 3137.5976788.734 1...H2-1 37 M34 PIPE_1.5 .047 21 7 .009 42 8 18730....23593.5 1105.1251105.125 1...H1-1b 38 M6 W12X30 .042 15.125 7 .024 116.8...y 14 227837...395550 35850 161625 2...H1-1b 39 M39A W8X15 .022 16.875 6 .008 0 y 6 141824...199800 10012.5 51000 1...H1-1b 40 M5 W12X30 .020 15.125 7 .023 116.8...y 14 227837...395550 35850 161625 2...H1-1b 41 M9 W8X15 .004 7.5 14 .030 15 y 14 195565...199800 10012.5 51000 1...H1-1b 42 M36A W8X15 .004 7.5 14 .027 0 y 14 195565...199800 10012.5 51000 1...H1-1b 43 M38A W8X15 .004 7.5 14 .027 0 y 14 195565...199800 10012.5 51000 1...H1-1b 44 M37A W8X15 .004 7.5 14 .010 0 y 14 195565...199800 10012.5 51000 1...H1-1b 45 M11 W8X15 .004 7.5 14 .030 0 y 14 195565...199800 10012.5 51000 1...H1-1b RISA-3D Version 17.0.2 Page 3 [W:\...\...\...\...\...\Model\xRocky Mountain Archery_loaded.r3d] Company : Infinigy Engineering Nov 17, 2020 4:48 PMDesigner : Dante M. Lo Greco Job Number : 2127-Z0001 Checked By:_____ Model Name : Rocky Mountain Archery Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc[in] Dir LC phi*Pnc...phi*Pnt...phi*Mn ...phi*Mn ...Cb Eqn 46 M10 W8X15 .003 7.5 14 .011 0 y 14 195565...199800 10012.5 51000 1...H1-1b Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Member Shape Code ... Loc[in] LC Shear ...Loc[in] Dir LC phi*Pn[lb]phi*Tn[lb] phi*Mny...phi*Mnz...phi*V...phi*V... Cb Eqn No Data to Print ... RISA-3D Version 17.0.2 Page 4 [W:\...\...\...\...\...\Model\xRocky Mountain Archery_loaded.r3d] Company : Infinigy Engineering Nov 17, 2020 5:03 PMDesigner : Dante M. Lo Greco Job Number : 2127-Z0001 Checked By:_____ Model Name : Rocky Mountain Archery Connection Design Results Label Member End Connection Rule Pass/Fail Max UC Gov LC Limit State 1 M40 I W12 to W8 Pass .242 2 Bolt Shear at Girder 2 M40 J W12 to W8 Pass .237 2 Bolt Shear at Girder 3 M38B I W12 to W8 Pass .237 2 Bolt Shear at Girder 4 M38B J W12 to W8 Pass .237 2 Bolt Shear at Girder 5 M37C J W12 to W12 Pass .235 2 Bolt Shear at Girder 6 M39 J W12 to W8 Pass .234 2 Bolt Shear at Girder 7 M37C I W12 to W12 Pass .224 2 Bolt Shear at Girder 8 M39 I W12 to W8 Pass .221 2 Bolt Shear at Girder 9 M34A J W12 to W12 Pass .217 2 Bolt Shear at Girder 10 M34A I W12 to W12 Pass .217 2 Bolt Shear at Girder 11 M8 I W12 to W8 Pass .054 2 Bolt Shear at Girder 12 M8 J W12 to W8 Pass .054 2 Bolt Shear at Girder 13 M7 I W12 to W8 Pass .052 2 Bolt Shear at Girder 14 M7 J W12 to W8 Pass .051 2 Bolt Shear at Girder 15 M10 I W8 to W8 Pass .036 2 Bolt Shear at Girder 16 M10 J W12 to W8 Pass .035 2 Bolt Shear at Girder 17 M9 J W12 to W8 Pass .035 2 Bolt Shear at Girder 18 M36A I W12 to W8 Pass .035 2 Bolt Shear at Girder 19 M37A I W12 to W8 Pass .035 2 Bolt Shear at Girder 20 M38A I W12 to W8 Pass .035 2 Bolt Shear at Girder 21 M9 I W8 to W8 Pass .035 2 Bolt Shear at Girder 22 M36A J W8 to W8 Pass .035 2 Bolt Shear at Girder 23 M37A J W8 to W8 Pass .035 2 Bolt Shear at Girder 24 M38A J W8 to W8 Pass .035 2 Bolt Shear at Girder 25 M11 J W12 to W8 Pass .034 2 Bolt Shear at Girder 26 M11 I W8 to W8 Pass .034 2 Bolt Shear at Girder RISA-3D Version 17.0.2 Page 1 [W:\...\...\...\...\...\Model\xRocky Mountain Archery_loaded.r3d] Date:11/17/2020 Client Vertical Bridge Carrier T-Mobile Engineer:DMLG Site:US-CO-5082 Job #:2127-Z0001 Code:LRFD Axial:1000.00 lbs Shear:700.00 lbs All Load/ Bolt Ult Load / Bolt Axial (lb)-29820.6 1 29821 Shear(lb)-17892.4 1 17892 T /fTn 3.4% V /fVn 3.9% ≤1.0 0.3% OK Bolt Capacity (3/4" Bolt A325N) Interaction Check L4x4x4 to W8x15 Connection Critical Risa Combination:LC 3 - Critical Member Label:M43A - Member End:j - Weld Strength (Phi*Rn):6960.582 lb/in Site Name:Weld Demand (Ru):580.122 lb/in Site Number:Usage ratio:8.3%OK Job Code: Date: Design:LRFD - Weld Strength (F_EXX):70 ksi Weld Thickness:0.3125 in Main Shape:None - Main Shape Material:A992 - Main Shape Thickness:0.440 in Main Shape Size:N/A in Polar Moment of Inertia:1058.697 in^3 Section Modulus X-X dir.:92.410 in^2 Section Modulus Y-Y dir.:126.240 in^2 Critical Usage Mode*:Weld Critical - Critical Thickness Used:0.313 in Secondary Shape:Custom - Secondary Shape Material:A992 - Secondary Shape Thickness:0.44 in Secondary Shape Size:N/A in Welded Calculation Tool, V1.0 *The strength of the weld governs the design compared to the effective strength of the welded object. WELD DESCRIPTION RESULTS NOTES WELD INFORMATION MAIN SHAPE INFORMATION SECONDARY SHAPE INFORMATION TOTAL SUM OF LINES PROPERTIES PROJECT DATA Rocky Mountain Archery US-CO-5082 11/17/2020 2127-Z0001 Weld on both sides of the flange of W12x30 connected to PL12x12x1" -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7Y AxisX Axis WELD DIAGRAM (NOT TO SCALE) 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 12.52 - 15.471 14.87 - 1.7037 10.6%- Soil Vertical Check Compression Uplift 21.13 - 3 ksi 7.36 - 60 ksi 10.32 - 28.50 - 25.79 - 16 ft 90.5%- 4 ft Reinforced Concrete Check Compression Uplift 11.20 - 14.86 - 2.5 ft 196.10 - 8 7.6%- 6 3 in 4 0 # of Layers 1 FALSE 1 0 16 16 37.6 87.6 0 30 0.224 0.224 2 10 Check Limitation Apply TIA-222-H Section 15.5: Pier Diameter Rebar Quantity Rebar Strength, Fy: End Bearing (kips) Total Capacity (kips) Axial (kips) Depth Ext. Above Grade Critical Depth (ft from TOC) Critical Moment (kip-ft) Critical Moment Capacity Rating Pier Section 1 From 4' above grade to 16' below grade Rebar Size Clear Cover to Ties Tie Size Rating 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) Analysis Results Drilled Pier Foundation BU # : Site Name: Order Number: 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: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip-ft) Rating Skin Friction (kips) Weight of Concrete (kips) 90.5% 7.6% Soil Interaction Rating Structural Foundation Rating N/A Cohesionless Ultimate Skin Friction Uplift Override (ksf) Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 3.0.0 Project Information BU # Site Name Order # Tower Information Tower Type TIA-222 Rev ASIF Comp.Uplift Axial (k)15.47 Shear (k)1.70 4 0.625 F1554-105 Fy=105 ksi Fu=125 ksi Yes 2 N-Included Symmetrical Anchor Rod Results 3.87 0.43 - 28.99 13.05 - 12.8%Pass Rocky Mountain Archery Self Support H 1.333 Material Grade: Stress Rating Axial, Pu_c (kips) Shear, Vu (kips) Moment, Mu (kip-in) Axial Cap., φPn_c (kips) Shear Cap., φVn (kips) Moment Cap., φMn (kip-in) Thread Type: Grout Considered: Configuration: Anchor Rod Data Applied Loads Eta Factor, η: Iar (in): Quantity: Diameter (in): Apply TIA-222-H Section 15.5 CCIplate - version 3.6.1 Analysis Date: 11/17/2020 PREPARED BY: INFINIGY F R O M Z E R O IOT N F I IN G Y the solutions are endless PROFESSIONAL SEALINFINIGY JOB # DRAWINGS PLATFORM DESIGN DN01586C ROCK MOUNTAIN ARCHERY 4518 INNOVATION DR. FORT COLLINS, CO 80525 11/17/2020 2127-Z0001-B GENERAL NOTES S1 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC · · · · · · · · · · · · · · SITE PLAN S2 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC N PLATFORM PLAN S3 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC N PLATFORM ELEVATIONS S4 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC PLATFORM FOUNDATION DESIGN S5 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC CONNECTION DETAILS S6 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC RUNG LADDER DETAILS S7 REVISIONS: DESCRIPTION DATE ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF VERTICAL BRIDGE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF VERTICAL BRIDGE. REV SITE NAME: SITE ADDRESS: SHEET DESCRIPTION: SHEET NUMBER: BY PLANS PREPARED FOR: PLANS PREPARED BY: 4518 INNOVATION DR FORT COLLINS, CO 80525 ROCKY MOUNTAIN ARCHERY VERTICAL BRIDGE SITE NUMBER: US-CO-5082 Boca Raton, FL 33487 750 Park of Commerce Drive Office # (561) 948-6367 Suite 200 PLANS PREPARED FOR: Aurora, CO 80011 18400 East 22nd Avenue T-MOBILE SITE NUMBER: DN01586C INFINIGY 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ENGINEERING, PLLC