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Home My WebLink AboutMW07041A_Anchor_Rooftop SA Passing_062421 (mod design for cabinet mount included_minor rev).pdf520 South Main Street . Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . www.GPDGroup.com GPD Group, Inc. T-Mobile Matt Laucher 6215 Morenci Trail 520 South Main Street, Suite 2531 Indianapolis, IN 46268 Akron, OH 44311 (317) 295-3180 mlaucher@gpdgroup.com GPD# 2021746.MW07041A.01 June 24, 2021 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Client #: MW07041A Site Name: Hewlet Packard ANALYSIS CRITERIA: Codes: TIA-222-G & 2014 Indiana Building Code 115 mph (ultimate 3-second gust) w/ 0" ice 89 mph (nominal 3-second gust) w/ 0" ice 40 mph (3-second gust) w/ 1" ice SITE DATA: 250 E 96Th St, Indianapolis, IN 46290, Marion County Latitude 39° 55' 41.45" N, Longitude 86° 09' 12.72" W Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop To whom it may concern, GPD is pleased to submit this Rigorous Structural Analysis Report to determine the structural integrity of the aforementioned structure. The purpose of the analysis is to determine the suitability of the structure with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Alpha Sector Pipe Frame Mount Stress Level with Proposed Equipment: 30.8% Pass Beta Sector Pipe Mount Stress Level with Proposed Equipment: 37.4% Pass Gamma Sector Pipe Frame Mount Stress Level with Proposed Equipment: 39.4% Pass Cabinet Chair Mount Stress Level with Proposed Equipment: 83.0% Pass All modifications designed by GPD (Project #: 2021746.MW07041A.01, dated 6/24/2021, see Appendix C) and equipment proposed in the report shall be installed in accordance with the attached drawings for the determined structural capacity to be effective. We at GPD appreciate the opportunity of providing our continuing professional services to you and T-Mobile. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, Christopher J. Scheks, P.E. Indiana #: PE11400062 6/24/2021 Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 Page 2 of 4 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T Mobility and commissioned by T-Mobile. This analysis utilizes an ultimate 3-second gust wind speed of 115 mph (converted to an equivalent 89 mph nominal 3- second gust wind speed per Section 1609.3.1 for use with TIA-222 G) as required by the 2014 Indiana Building Code. Applicable Standard references and design criteria are listed in Appendices A & B. All modifications designed by GPD (Project #: 2021746.MW07041A.01, dated 6/24/2021, see Appendix C) and equipment proposed in the report shall be installed in accordance with the attached drawings for the determined structural capacity to be effective. This analysis is limited to the antenna mounting systems in each sector. It also includes the chair mounts that are designed for the cabinet equipment. The analysis does not include the existing screen wall and framing on the rooftop, nor the building structure. Additional information will be required with a structure mapping to analyze these components of the structure. SUMMARY AND RESULTS Member Capacity Results Alpha Sector Pipe Frame Mount Members 30.8% Pass Alpha Sector Pipe Frame Connection 26.8% Pass Beta Sector Pipe Frame Mount Members 37.4% Pass Beta Sector Pipe Frame Connection 19.7% Pass Gamma Sector Pipe Frame Mount Members 39.4% Pass Gamma Sector Pipe Frame Connection 24.5% Pass Screen Wall Frame Not Verified N/A Cabinet Chair Mount Members 83.0% Pass Cabinet Chair Mount Connection 75.0% Pass RECOMMENDATIONS The structure has sufficient capacity to carry the proposed loading configuration. All modifications designed by GPD (Project #: 2021746.MW07041A.01, dated 6/24/2021, see Appendix C) and equipment proposed in the report shall be installed in accordance with the attached drawings for the determined structural capacity to be effective. ANALYSIS METHOD Risa3D (version 17.0.2), a commercially available software program, was used to create a three-dimensional model of the structure and calculate primary member stresses for various load cases. Selected output from the analysis is included the report appendices. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet RFDS Site Name: MW07041A, dated 4/15/2021 T-Mobile Construction Drawings GPD Project #: 2021746.MW07041A.01, Rev. A, dated 5/19/2021 T-Mobile Structure Design Not Provided N/A Foundation Design Not Provided N/A Geotechnical Report Not Provided N/A Previous Structure Analysis GPD Project #: 2014767.20, dated 9/26/2014 GPD Structure Mapping Not Provided N/A Mount Mapping Report GPD Site Notes, dated 8/13/2014 GPD Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 Page 3 of 4 ASSUMPTIONS This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the structure. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The structure member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The appurtenance configuration is as supplied, determined from available photos, and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. The structures have been properly maintained in accordance with TIA Standards and/or with manufacturer’s specifications. 4. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 5. All prior structural modifications, if applicable, are assumed to be as per data supplied/available and to have been properly installed. 6. Loading interpreted from photos is accurate to ±5’ AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 7. All existing and proposed loading has been taken from the available site photos as well as documents supplied to GPD at the time of generating this report. All such documents are listed in the Documents Provided Table and are assumed to be accurate. GPD is not responsible for loading scenarios outside those conveyed in the supplied documentation. 8. All modifications designed by GPD (Project #: 2021746.MW07041A.01, dated 6/24/2021, see Appendix C) and equipment proposed in the report shall be installed in accordance with the attached drawings for the determined structural capacity to be effective. 9. This analysis is limited to the antenna mounting systems in each sector. It also includes the chair mounts that are designed for the cabinet equipment. The analysis does not include the existing screen wall and framing on the rooftop, nor the building structure. Additional information will be required with a structure mapping to analyze these components of the structure. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the structure. Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 Page 4 of 4 DISCLAIMER OF WARRANTIES GPD has not performed a recent site visit to the structure to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the structure elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the structure or foundation. This report does not replace a full structure inspection. The structure and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Rigorous Structural Analysis are limited to a computer analysis of the structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing structure standards and code. Wind forces resulting in structure vibrations near the structure’s resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time-domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing structure. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner’s responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed structure. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable structure manufacturer. Structure are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the structure with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a structure collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the structure. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this structure. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX A Structure Analysis Summary Form Structure Analysis Summary Form General Info Site Name Site Number Date of Analysis Company Performing Analysis Tower Info Description Date Design Parameters Analysis Results (% Maximum Usage) Structure Type (G, SST, MP) Existing/Reserved + Future + Proposed Condition Structure Height (top of steel AGL) Alpha Sector Pipe Frame Mount Structure Manufacturer N/A Location of Tower (County, State) Beta Sector Pipe Mount Structure Model N/A Nominal Wind Speed (mph) Gamma Sector Pipe Frame Mount Structure Design N/A Ice Thickness (in) Cabinet Chair Mount Foundation Design N/A Risk Category (I, II, III) Structure Adequate? Geotechnical Report N/A Exposure Category (B, C, D) Previous Structure Analysis 9/26/2014 Topographic Category (1 to 5) Structure Mapping N/A Mount Mapping Report 8/13/2014 Construction Drawings 5/16/2021 Existing / Reserved Loading Antenna Mount Transmission Line Antenna Owner Mount Height (ft) Antenna CL (ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Int/Ext T-Mobile 85 85 6* Panel Cellmax CMA-BDHH/6521/E0-6/RET/TB05 0/120/240 2 Unk Pipe Frame Mount T-Mobile 85 85 3* Panel Commscope SBNH-1D65C 0/120/240 3 Unk Pipe Mount T-Mobile 85 85 3* RRH Nokia FXFB on the same mounts T-Mobile 85 85 3* RRH Nokia FHFB on the same mounts T-Mobile 85 85 3* RRH Nokia FRIJ on the same mounts T-Mobile 85 85 3* RRH Nokia FRBG on the same mounts T-Mobile 85 85 4* COVP Unk Large COVP on the same mounts T-Mobile 72 76 1* Cabinet Unk Site Support Cabinet 1* Unk Platform Mount T-Mobile 72 76 1* Cabinet Unk Battery Cabinet On the same mount *Indicates equipment/feedline quantity to be removed. Proposed Loading Antenna Mount Transmission Line Antenna Owner Mount Height (ft) Antenna CL (ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Int/Ext T-Mobile 85 85 3 Panel Commscope FFVV-65C-R3-V1 0/120/240 on the existing mounts T-Mobile 85 85 3 Panel Nokia AEHC 0/120/240 on the existing mounts T-Mobile 85 85 3 RRH Nokia AHLOA on the existing mounts T-Mobile 85 85 3 RRH Nokia AHFIG on the existing mounts T-Mobile 85 85 2 Box Nokia HCS 2.0 Tower Junction Box on the existing mounts T-Mobile 72 76 1 Cabinet Delta HPL3 Site Support Cabinet 2 Unk Chair Mounts T-Mobile 72 76 1 Cabinet Delta LB3 Battery Support Cabinet On the same mounts Note: The proposed loading shall be in addition to the remaining existing equipment at the same elevation. Future Loading Antenna Mount Transmission Line Antenna Owner Mount Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX B Alpha Sector Pipe Frame Analysis Output File Building Governing Building Code: 2012 IBC Topographic Feature: N/A 72 ft Governing Design Load Code: ASCE7-10 H (Crest Height) = ft 85 ft TIA/EIA Code: G L (Slope Distance) = ft 1.00 Nominal Wind Speed (No Ice) = 89 mph (3-s gust) x (Distance from Crest) = ft II Nominal Wind Speed (w/ Ice) = 40 mph (3-s gust) Base Kzt Override = Yes Ice Thickness = 1.00 in No Exposure Category: C Structure Base Elevation (AMSL) 15 ft Parapet Height = 5 ft Xb (Windward Face Distance) = 10 ft Ws (Windward Face Width) = 140 ft 4 Member Type Length (in) Side (Longest seeing wind) (in) Other Side (in) Calculated Dc, for ice weight (in) Dc, for ice weight (in) Area Type (Round or Flat) Ka User's Wind Multiplier Unshielded Normal Wind Force w/ Ice (lb/ft)* Ice Weight (lb/ft)* Pipe 138 2.375 2.375 6.3 2.38 Round 1.00 1.00 2.95 12.28 Pipe 12 2.375 2.375 2.38 Round 1.00 1.00 3.22 12.28 Pipe 84 2.375 2.375 2.38 Round 1.00 1.00 2.47 12.28 Pipe 126 3.5 3.5 3.50 Round 1.00 1.00 3.13 15.31 *All forces are unfactored. 5 Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for Area Front Shielding (%) Side Shielding (%) Ka and/or block shielding Normal Wind Force (lbs)* Wt (lbs) (no ice)* Normal Wind Force (lbs) (w/ ice)* Wt (lbs) (only ice)* (1) FFVV-65C-R3-V1 85 95.945 25.197 9.252 124.56 Flat 0% 0% 1.00 497.64 124.56 112.17 588.64 (1) AEHC 85 35.43 22.83 8.26 99.2 Flat 0% 0% 1.00 158.81 99.20 43.01 228.26 (1) AHLOA 85 22.5 12.13 7.44 83.8 Flat 0% 0% 1.00 53.59 83.80 17.63 104.72 (1) AHFIG 85 27.6 13.4 5.6 79.4 Flat 0% 0% 1.00 72.61 79.40 22.58 117.37 (1) HCS 2.0 Tower Junction Box 85 16 10.2 3.2 18.2 Flat 0% 0% 1.00 32.04 18.20 11.81 56.38 *All forces are unfactored. 3.53 5.60 8.25 Number of Appurtenances Appurtenances Shielding No Ice Ice Output Appurtenance Model 5.60 Structure Type: Structure Height, h = Mount Components Unshielded Normal Wind Force (lb/ft)* Apply Wind Speed-Up Factor: Wind Speed-Up Factor No Ice Ice Output TIA-222-G: Mount Analysis Wind Loading MW07041A, Hewlett Packard (Alpha Sector) GPD Project #: 2021746.MW07041A.01 Rooftop/Penthouse Mounted: Structure Information Code Specifications Topographic Inputs Risk Category: GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 1 June 22, 2021 at 8:08 AM Alpha Sector.Loaded.r3d Y Z X Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 2 June 22, 2021 at 8:09 AM Alpha Sector.Loaded.r3d Y Z X Section Sets Horizontal Cross Bar Connection Pipe End Mount Pipes Center Mount Pipe RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 3 June 22, 2021 at 8:09 AM Alpha Sector.Loaded.r3d PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 N ominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal Y Z X Section Sets Horizontal Cross Bar Connection Pipe End Mount Pipes Center Mount Pipe RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 4 June 22, 2021 at 8:09 AM Alpha Sector.Loaded.r3d A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B Y Z X Section Sets Horizontal Cross Bar Connection Pipe End Mount Pipes Center Mount Pipe RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 5 June 22, 2021 at 8:09 AM Alpha Sector.Loaded.r3d 84 12 126 138 84 138 126 138 84 138 84 138 138 126 12 126 138 126 84 138 138 138 84 138 84 138 84 Y Z X Section Sets Horizontal Cross Bar Connection Pipe End Mount Pipes Center Mount Pipe RIGID Member Length (in) Displayed Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 6 June 22, 2021 at 8:10 AM Alpha Sector.Loaded.r3d .22 .26 .16 .22 .22 .25 .16 .22 .22 .14 .22 .25 .14 .16 .31 .16 .22 .16 .10 .25 .22 .14 .10 .25 .10 .14 .10 Y Z X Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Alpha Sector) SK - 7 June 22, 2021 at 8:10 AM Alpha Sector.Loaded.r3d .04 .12 .08 .05 .04 .02 .08 .05 .04 .02 .04 .02 .02 .08 .19 .08 .05 .08 .03 .02 .05 .02 .03 .02 .03 .02 .03 Y Z X Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : GPD June 22, 2021 Designer : Darkow, Ben 8:10 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Alpha Sector) (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 386.4 12 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code AISC 14th(360-10): LRFD Yes(Iterative) None None None < 100F None Company : GPD June 22, 2021 Designer : Darkow, Ben 8:10 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Alpha Sector) (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (in) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-10 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 63 1.2 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Hot Rolled Steel Section Sets Company : GPD June 22, 2021 Designer : Darkow, Ben 8:10 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Alpha Sector) Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 12 M3 N30 N29 Center Mount ... Beam None A53 Gr. B Typical 13 M4 N10 N6 End Mount Pip... Beam None A53 Gr. B Typical 14 M5 N5 N1 End Mount Pip... Beam None A53 Gr. B Typical 15 M6 N11 N20 Horizontal Cro... Beam None A53 Gr. B Typical 16 M7 N12 N21 Horizontal Cro... Beam None A53 Gr. B Typical 17 M8 N13 N22 Horizontal Cro... Beam None A53 Gr. B Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 1 R1 Yes ** NA ** None 2 R2 Yes ** NA ** None 3 R3 Yes ** NA ** None 4 R4 Yes ** NA ** None 5 R5 Yes ** NA ** None 6 R6 Yes ** NA ** None 7 R7 Yes ** NA ** None 8 R8 Yes ** NA ** None 9 R9 Yes ** NA ** None 10 M1 Yes None 11 M2 Yes None 12 M3 Yes None 13 M4 Yes None 14 M5 Yes None 15 M6 Yes None 16 M7 Yes None 17 M8 Yes None Hot Rolled Steel Design Parameters Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in]Lcomp bot[in]L-torqu... Kyy Kzz Cb Function 1 M1 Connection ... 12 Lbyy .65 .65 Lateral 2 M2 Connection ... 12 Lbyy .65 .65 Lateral 3 M3 Center Mou... 126 Lbyy 2.1 2.1 Lateral 4 M4 End Mount ... 84 Lbyy 2.1 2.1 Lateral 5 M5 End Mount ... 84 Lbyy 2.1 2.1 Lateral 6 M6 Horizontal C... 138 Lbyy 2.1 2.1 Lateral 7 M7 Horizontal C... 138 Lbyy 2.1 2.1 Lateral 8 M8 Horizontal C... 138 Lbyy 2.1 2.1 Lateral Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N35 Reaction Reaction Reaction 2 N33 Reaction Reaction Reaction Reaction Reaction Reaction 3 N34 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead DL -1 10 2 No Ice Wind 0 deg None 10 6 3 No Ice Wind 30 deg None 20 16 4 No Ice Wind 60 deg None 20 16 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:10 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Alpha Sector) Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 6 No Ice Wind 120 deg None 20 16 7 No Ice Wind 150 deg None 20 16 8 No Ice Wind 180 deg None 10 6 9 No Ice Wind 210 deg None 20 16 10 No Ice Wind 240 deg None 20 16 11 No Ice Wind 270 deg None 10 5 12 No Ice Wind 300 deg None 20 16 13 No Ice Wind 330 deg None 20 16 14 Ice Weight None 10 8 15 Ice Wind 0 deg None 10 6 16 Ice Wind 30 deg None 20 16 17 Ice Wind 60 deg None 20 16 18 Ice Wind 90 deg None 10 5 19 Ice Wind 120 deg None 20 16 20 Ice Wind 150 deg None 20 16 21 Ice Wind 180 deg None 10 6 22 Ice Wind 210 deg None 20 16 23 Ice Wind 240 deg None 20 16 24 Ice Wind 270 deg None 10 5 25 Ice Wind 300 deg None 20 16 26 Ice Wind 330 deg None 20 16 Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4 Dead Yes Y 1 1.4 0 0 0 0 0 0 0 2 1.2 Dead + 1.6 Wind @ 0°...Yes Y 1 1.2 2 1.6 0 0 0 0 0 0 3 0.9 Dead + 1.6 Wind @ 0°...Yes Y 1 .9 2 1.6 0 0 0 0 0 0 4 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ 60...Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead + 1.6 Wind @ 60...Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ 90...Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ 90...Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ 12...Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ 12...Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ 15...Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ 15...Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead + 1.6 Wind @ 18...Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ 18...Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ 21...Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead + 1.6 Wind @ 21...Yes Y 1 .9 9 1.6 0 0 0 0 0 0 18 1.2 Dead + 1.6 Wind @ 24...Yes Y 1 1.2 10 1.6 0 0 0 0 0 0 19 0.9 Dead + 1.6 Wind @ 24...Yes Y 1 .9 10 1.6 0 0 0 0 0 0 20 1.2 Dead + 1.6 Wind @ 27...Yes Y 1 1.2 11 1.6 0 0 0 0 0 0 21 0.9 Dead + 1.6 Wind @ 27...Yes Y 1 .9 11 1.6 0 0 0 0 0 0 22 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 12 1.6 0 0 0 0 0 0 23 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 12 1.6 0 0 0 0 0 0 24 1.2 Dead + 1.6 Wind @ 33...Yes Y 1 1.2 13 1.6 0 0 0 0 0 0 25 0.9 Dead + 1.6 Wind @ 33...Yes Y 1 .9 13 1.6 0 0 0 0 0 0 26 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 15 1 14 1 1 0 0 0 0 27 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 17 1 14 1 1 0 0 0 0 29 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:10 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Alpha Sector) Load Combinations (Continued) Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 32 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 21 1 14 1 1 0 0 0 0 33 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 25 1 14 1 1 0 0 0 0 37 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N35 max 448.813 3 896.809 35 531.218 10 0 37 0 37 0 37 2 min -457.181 14 245.408 9 -411.26 23 0 1 0 1 0 1 3 N33 max 989.461 3 988.574 33 338.867 7 -.017 13 .371 24 .581 32 4 min -1012.654 14 84.627 25 -485.655 18 -.146 29 -.285 13 -.025 3 5 N34 max 274.468 2 830.43 37 162.395 8 .098 10 .156 25 .517 32 6 min -243.02 15 45.987 13 -135.568 21 -.069 23 -.174 12 .006 3 7 Totals: max 1708.292 2 2679.823 27 975.829 6 8 min -1708.291 15 602.557 17 -975.828 19 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code ... Loc[in] LC Shear ...Loc[in]Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn 1 M1 PIPE_2.0 N... .262 0 32 .124 0 28 33692.7...33862.5 1.998 1.998 2.... H1-1b 2 M2 PIPE_2.0 N... .308 0 34 .186 0 33 33692.7...33862.5 1.998 1.998 2.... H1-1b 3 M3 PIPE_3.0 N... .156 99.75 2 .078 99.75 14 9735.495 70196.8... 6.124 6.124 1....H1-1b 4 M4 PIPE_2.0 N... .220 47.25 14 .044 47.25 12 4835.228 33862.5 1.998 1.998 1....H1-1b 5 M5 PIPE_2.0 N... .101 34.12529 .027 59.5 31 4835.228 33862.5 1.998 1.998 3....H1-1b 6 M6 PIPE_2.0 N... .141 69 32 .025 69 14 1791.502 33862.5 1.998 1.998 1.... H1-1b 7 M7 PIPE_2.0 N... .248 69 31 .021 69 14 1791.502 33862.5 1.998 1.998 1.... H1-1b 8 M8 PIPE_2.0 N... .220 69 26 .046 69 2 1791.502 33862.5 1.998 1.998 1.... H1-1b RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\1 Alpha\Alpha Sector.Loaded.r3d] Page 5 MW07041A, Hewlett Packard (Alpha Sector) GPD Project #: 2021746.MW07041A.01 Tension (X) = 1013.0 lbs Shear (Y) = 989.0 lbs Shear (Z) = 532.0 lbs Moment (My) = 371.0 lb-ft Moment (Mz) = 581.0 lb-ft Torsion (Mx) = 146.0 lb-ft Horizontal Eccentricity, dx = 0 in Horizontal Eccentricity, dz = 0 in Weld Type: Fillet Load Type: Shear FEXX = 70 ksi Weld Size = 3/16" Weld Segment: Circle in Length = 9 in Radius = 1.1875 in Rise, n = in Run, m = in Tension, rpuy = 135.8 psi-in Shear, rpux = 132.6 psi-in Shear, rpuz = 71.3 psi-in Moment, rmux = 502.5 psi-in Moment, rmuz = 786.9 psi-in Torsion, rmuy = 197.7 psi-in Weld Demand, ruw = 1.1 psi-in φ = 0.75 Allowable Capacity Rating = 105% Nominal Strength, Fnw = 42 ksi Weld Capacity, rnw = 31.5 ksi Demand/Capacity = 26.8% OK Fillet Weld - Elastic Method (AISC 14th Ed.) Reaction Forces Weld Demand Weld Capacity Weld Rating Reaction Eccentricity Weld Properties Weld Geometry Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX C Beta Sector Pipe Mount Analysis Output File Building Governing Building Code: 2012 IBC Topographic Feature: N/A 72 ft Governing Design Load Code: ASCE7-10 H (Crest Height) = ft 85 ft TIA/EIA Code: G L (Slope Distance) = ft 1.00 Nominal Wind Speed (No Ice) = 89 mph (3-s gust) x (Distance from Crest) = ft II Nominal Wind Speed (w/ Ice) = 40 mph (3-s gust) Base Kzt Override = Yes Ice Thickness = 1.00 in No Exposure Category: C Structure Base Elevation (AMSL) 15 ft Parapet Height = 5 ft Xb (Windward Face Distance) = 10 ft Ws (Windward Face Width) = 140 ft 4 Member Type Length (in) Side (Longest seeing wind) (in) Other Side (in) Calculated Dc, for ice weight (in) Dc, for ice weight (in) Area Type (Round or Flat) Ka User's Wind Multiplier Unshielded Normal Wind Force w/ Ice (lb/ft)* Ice Weight (lb/ft)* Pipe 12.5 2.375 2.375 6.3 2.38 Round 1.00 1.00 3.22 12.28 Pipe 14 2.375 2.375 2.38 Round 1.00 1.00 3.22 12.28 Pipe 156 2.375 2.375 2.38 Round 1.00 1.00 3.11 12.28 Pipe 126 3.5 3.5 3.50 Round 1.00 1.00 3.13 15.31 *All forces are unfactored. 5 Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for Area Front Shielding (%) Side Shielding (%) Ka and/or block shielding Normal Wind Force (lbs)* Wt (lbs) (no ice)* Normal Wind Force (lbs) (w/ ice)* Wt (lbs) (only ice)* (1) FFVV-65C-R3-V1 85 95.945 25.197 9.252 124.56 Flat 0% 0% 1.00 497.64 124.56 112.17 588.64 (1) AEHC 85 35.43 22.83 8.26 99.2 Flat 0% 0% 1.00 158.81 99.20 43.01 228.26 (1) AHLOA 85 22.5 12.13 7.44 83.8 Flat 0% 0% 1.00 53.59 83.80 17.63 104.72 (1) AHFIG 85 27.6 13.4 5.6 79.4 Flat 0% 0% 1.00 72.61 79.40 22.58 117.37 (1) HCS 2.0 Tower Junction Box 85 16 10.2 3.2 18.2 Flat 0% 0% 1.00 32.04 18.20 11.81 56.38 *All forces are unfactored. 12.5" Pipe Offset 14.0" Pipe Offset Mount Pipe Long Mount Pipe Short Apply Wind Speed-Up Factor: Wind Speed-Up Factor No Ice Ice Output TIA-222-G: Mount Analysis Wind Loading MW07041A, Hewlett Packard (Beta Sector) GPD Project #: 2021746.MW07041A.01 Rooftop/Penthouse Mounted: Structure Information Code Specifications Topographic Inputs Risk Category: . Mount Centerline, z = Mount Gust Effect Factor, Gh = Number of Mount Components Appurtenances Shielding No Ice Ice Output GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 1 June 22, 2021 at 8:13 AM Beta Sector.Loaded.r3d Y Z X Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 2 June 22, 2021 at 8:14 AM Beta Sector.Loaded.r3d Y Z X Section Sets 12.5" Pipe Offset 14.0" Pipe Offset Mount Pipe Long Mount Pipe Short Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 3 June 22, 2021 at 8:14 AM Beta Sector.Loaded.r3d PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal Y Z X Section Sets 12.5" Pipe Offset 14.0" Pipe Offset Mount Pipe Long Mount Pipe Short Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 4 June 22, 2021 at 8:14 AM Beta Sector.Loaded.r3d A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B Y Z X Section Sets 12.5" Pipe Offset 14.0" Pipe Offset Mount Pipe Long Mount Pipe Short Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 5 June 22, 2021 at 8:14 AM Beta Sector.Loaded.r3d 14 156 12.5 126 14 126 156 12.5 126 12.5 126 12.5 126 Y Z X Section Sets 12.5" Pipe Offset 14.0" Pipe Offset Mount Pipe Long Mount Pipe Short Member Length (in) Displayed Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 6 June 22, 2021 at 8:14 AM Beta Sector.Loaded.r3d .10 .14 .31 .14 .11 .14 .14 .33 .14 .33 .22 .37 .22 Y Z X Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Beta Sector) SK - 7 June 22, 2021 at 8:15 AM Beta Sector.Loaded.r3d .03 .01 .08 .02 .02 .02 .01 .08 .02 .08 .03 .08 .03 Y Z X Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : GPD June 22, 2021 Designer : Darkow, Ben 8:16 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Beta Sector) (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 386.4 12 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness? AISC 9th: ASD AISC 14th(360-10): ASD AISI S100-10: ASD AWC NDS-12: ASD < 100F ACI 318-11 ACI 530-11: ASD Company : GPD June 22, 2021 Designer : Darkow, Ben 8:16 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Beta Sector) (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (in) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-10 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 63 1.2 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Hot Rolled Steel Section Sets Company : GPD June 22, 2021 Designer : Darkow, Ben 8:16 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Beta Sector) Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None Hot Rolled Steel Design Parameters Label Shape Length... Lbyy[in] Lbzz[in] Lcomp to...Lcomp bo... Kyy Kzz Cm-yy Cm-zz Cb y swayz sway Function 1 M1 14.0" Pip... 14 Lbyy .65 .65 Lateral 2 M2 14.0" Pip... 14 Lbyy .65 .65 Lateral 3 M3 12.5" Pip... 12.5 Lbyy .65 .65 Lateral 4 M4 12.5" Pip... 12.5 Lbyy .65 .65 Lateral 5 M5 12.5" Pip... 12.5 Lbyy .65 .65 Lateral 6 M6 12.5" Pip... 12.5 Lbyy .65 .65 Lateral 7 M7 Mount Pi... 126 Lbyy 2.1 2.1 Lateral 8 M8 Mount Pi... 126 Lbyy 2.1 2.1 Lateral 9 M9 Mount Pi... 156 Lbyy 2.1 2.1 Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead DL -1 10 2 No Ice Wind 0 deg None 10 3 3 No Ice Wind 30 deg None 20 18 4 No Ice Wind 60 deg None 20 18 5 No Ice Wind 90 deg None 10 9 6 No Ice Wind 120 deg None 20 18 7 No Ice Wind 150 deg None 20 18 8 No Ice Wind 180 deg None 10 3 9 No Ice Wind 210 deg None 20 18 10 No Ice Wind 240 deg None 20 18 11 No Ice Wind 270 deg None 10 9 12 No Ice Wind 300 deg None 20 18 13 No Ice Wind 330 deg None 20 18 14 Ice Weight None 10 9 15 Ice Wind 0 deg None 10 3 16 Ice Wind 30 deg None 20 18 17 Ice Wind 60 deg None 20 18 18 Ice Wind 90 deg None 10 9 19 Ice Wind 120 deg None 20 18 20 Ice Wind 150 deg None 20 18 21 Ice Wind 180 deg None 10 3 22 Ice Wind 210 deg None 20 18 23 Ice Wind 240 deg None 20 18 24 Ice Wind 270 deg None 10 9 25 Ice Wind 300 deg None 20 18 26 Ice Wind 330 deg None 20 18 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\00_Rev 0\04_Modeling\2 Beta\Beta Sector.Loaded.r3d] Page 3 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:16 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Beta Sector) Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4 Dead Yes Y 1 1.4 0 0 0 0 0 0 0 2 1.2 Dead + 1.6 Wind @ 0°...Yes Y 1 1.2 2 1.6 0 0 0 0 0 0 3 0.9 Dead + 1.6 Wind @ 0°...Yes Y 1 .9 2 1.6 0 0 0 0 0 0 4 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ 60...Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead + 1.6 Wind @ 60...Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ 90...Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ 90...Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ 12...Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ 12...Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ 15...Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ 15...Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead + 1.6 Wind @ 18...Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ 18...Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ 21...Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead + 1.6 Wind @ 21...Yes Y 1 .9 9 1.6 0 0 0 0 0 0 18 1.2 Dead + 1.6 Wind @ 24...Yes Y 1 1.2 10 1.6 0 0 0 0 0 0 19 0.9 Dead + 1.6 Wind @ 24...Yes Y 1 .9 10 1.6 0 0 0 0 0 0 20 1.2 Dead + 1.6 Wind @ 27...Yes Y 1 1.2 11 1.6 0 0 0 0 0 0 21 0.9 Dead + 1.6 Wind @ 27...Yes Y 1 .9 11 1.6 0 0 0 0 0 0 22 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 12 1.6 0 0 0 0 0 0 23 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 12 1.6 0 0 0 0 0 0 24 1.2 Dead + 1.6 Wind @ 33...Yes Y 1 1.2 13 1.6 0 0 0 0 0 0 25 0.9 Dead + 1.6 Wind @ 33...Yes Y 1 .9 13 1.6 0 0 0 0 0 0 26 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 15 1 14 1 1 0 0 0 0 27 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 17 1 14 1 1 0 0 0 0 29 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 32 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 21 1 14 1 1 0 0 0 0 33 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 25 1 14 1 1 0 0 0 0 37 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N9 max 74.958 3 131.982 32 83.638 8 .011 8 .092 20 .115 32 2 min -78.552 14 16.075 3 -83.638 20 -.011 20 -.092 8 0 3 3 N10 max 41.95 2 130.14 26 46.259 9 .024 9 .052 21 .111 32 4 min -38.358 15 15.701 15 -46.259 21 -.024 21 -.052 9 .005 3 5 N12 max 116.876 2 536.571 37 89.872 9 .052 8 .112 20 .328 37 6 min -80.223 15 58.837 13 -89.872 21 -.052 20 -.112 8 .085 13 7 N11 max 388.877 3 552.591 33 266.619 6 .03 20 .252 23 .345 32 8 min -425.527 14 63.389 5 -266.619 22 -.03 8 -.252 7 .053 3 9 N17 max 634.29 3 572.344 33 389.755 6 .027 4 .374 23 .368 32 10 min -658.185 14 35.304 5 -389.755 22 -.027 24 -.374 7 -.052 3 11 N18 max 249.669 2 561.071 37 147.105 9 .071 7 .179 23 .354 32 12 min -225.778 15 33.186 13 -147.105 21 -.071 23 -.179 7 -.021 3 13 Totals: max 1497.452 3 2419.207 37 1004.2 9 14 min -1497.452 14 572.16 3 -1004.2 20 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\00_Rev 0\04_Modeling\2 Beta\Beta Sector.Loaded.r3d] Page 4 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:16 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Beta Sector) Envelope AISC ASD Steel Code Checks Member Shape Code C... Loc[in] LC Shear C...Loc[in] Dir LC Fa [ksi] Ft [ksi] Fb y-y [... Fb z-z [... Cb Cmy Cmz ASD Eqn 1 M1 PIPE_2.0 ... .103 14 32 .026 14 20 20.498 21 23.1 23.1 1.... .6 .85 H2-1 2 M2 PIPE_2.0 ... .108 14 32 .021 14 35 20.498 21 23.1 23.1 2.... .6 .85 H2-1 3 M3 PIPE_2.0 ... .307 12.5 37 .076 12.5 35 20.559 21 23.1 23.1 2.3 .85 .85 H1-2 4 M4 PIPE_2.0 ... .325 12.5 33 .076 12.5 35 20.559 21 23.1 23.1 2.3 .85 .85 H2-1 5 M5 PIPE_2.0 ... .329 0 32 .083 0 22 20.559 21 23.1 23.1 2.3 .6 .85 H1-2 6 M6 PIPE_2.0 ... .374 0 18 .078 0 33 20.559 21 23.1 23.1 2.... .85 .85 H2-1 7 M7 PIPE_3.0 ... .215 98.438 14 .026 99.75 14 2.888 21 23.1 23.1 1 .6 .85 H2-1 8 M8 PIPE_3.0 ... .141 2.625 37 .024 98.438 16 2.888 21 23.1 23.1 1 .85 .85 H1-1 9 M9 PIPE_2.0 ... .138 11.375 26 .007 105.6... 20 .862 21 23.1 23.1 1 .6 .85 H1-1 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\00_Rev 0\04_Modeling\2 Beta\Beta Sector.Loaded.r3d] Page 5 MW07041A, Hewlett Packard (Beta Sector) GPD Project #: 2021746.MW07041A.01 Tension (X) = 659.0 lbs Shear (Y) = 573.0 lbs Shear (Z) = 390.0 lbs Moment (My) = 374.0 lb-ft Moment (Mz) = 368.0 lb-ft Torsion (Mx) = 71.0 lb-ft Horizontal Eccentricity, dx = 0 in Horizontal Eccentricity, dz = 0 in Weld Type: Fillet Load Type: Shear FEXX = 70 ksi Weld Size = 3/16" Weld Segment: Circle in Length = 9 in Radius = 1.1875 in Rise, n = in Run, m = in Tension, rpuy = 88.3 psi-in Shear, rpux = 76.8 psi-in Shear, rpuz = 52.3 psi-in Moment, rmux = 506.5 psi-in Moment, rmuz = 498.4 psi-in Torsion, rmuy = 96.2 psi-in Weld Demand, ruw = 0.8 psi-in φ = 0.75 Allowable Capacity Rating = 105% Nominal Strength, Fnw = 42 ksi Weld Capacity, rnw = 31.5 ksi Demand/Capacity = 19.7% OK Weld Demand Weld Capacity Weld Rating Reaction Eccentricity Weld Properties Weld Geometry Reaction Forces Fillet Weld - Elastic Method (AISC 14th Ed.) Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX D Gamma Sector Pipe Frame Analysis Output File Building Governing Building Code: 2012 IBC Topographic Feature: N/A 72 ft Governing Design Load Code: ASCE7-10 H (Crest Height) = ft 85 ft TIA/EIA Code: G L (Slope Distance) = ft 1.00 Nominal Wind Speed (No Ice) = 89 mph (3-s gust) x (Distance from Crest) = ft II Nominal Wind Speed (w/ Ice) = 40 mph (3-s gust) Base Kzt Override = Yes Ice Thickness = 1.00 in No Exposure Category: C Structure Base Elevation (AMSL) 15 ft Parapet Height = 5 ft Xb (Windward Face Distance) = 10 ft Ws (Windward Face Width) = 140 ft 5 Member Type Length (in) Side (Longest seeing wind) (in) Other Side (in) Calculated Dc, for ice weight (in) Dc, for ice weight (in) Area Type (Round or Flat) Ka User's Wind Multiplier Unshielded Normal Wind Force w/ Ice (lb/ft)* Ice Weight (lb/ft)* Pipe 138 2.375 2.375 6.3 2.38 Round 1.00 1.00 2.95 12.28 Pipe 14 2.375 2.375 2.38 Round 1.00 1.00 3.22 12.28 Pipe 84 2.375 2.375 2.38 Round 1.00 1.00 2.47 12.28 Pipe 126 3.5 3.5 3.50 Round 1.00 1.00 3.13 15.31 Pipe 156 2.375 2.375 2.38 Round 1.00 1.00 3.11 12.28 *All forces are unfactored. 4 Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for Area Front Shielding (%) Side Shielding (%) Ka and/or block shielding Normal Wind Force (lbs)* Wt (lbs) (no ice)* Normal Wind Force (lbs) (w/ ice)* Wt (lbs) (only ice)* (1) FFVV-65C-R3-V1 85 95.945 25.197 9.252 124.56 Flat 0% 0% 1.00 497.64 124.56 112.17 588.64 (1) AEHC 85 35.43 22.83 8.26 99.2 Flat 0% 0% 1.00 158.81 99.20 43.01 228.26 (1) AHLOA 85 22.5 12.13 7.44 83.8 Flat 0% 0% 1.00 53.59 83.80 17.63 104.72 (1) AHFIG 85 27.6 13.4 5.6 79.4 Flat 0% 0% 1.00 72.61 79.40 22.58 117.37 *All forces are unfactored. 3.62 5.60 8.25 5.60 Number of Appurtenances Appurtenances Shielding No Ice Ice Output Appurtenance Model 5.60 Structure Type: Structure Height, h = Mount Components Unshielded Normal Wind Force (lb/ft)* Apply Wind Speed-Up Factor: Wind Speed-Up Factor No Ice Ice Output TIA-222-G: Mount Analysis Wind Loading MW07041A, Hewlett Packard (Gamma Sector) GPD Project #: 2021746.MW07041A.01 Rooftop/Penthouse Mounted: Structure Information Code Specifications Topographic Inputs GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 8 June 22, 2021 at 8:18 AM Gamma Sector.Loaded.r3d Y Z X Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 9 June 22, 2021 at 8:18 AM Gamma Sector.Loaded.r3d Y Z X Section Sets Cross Bar Offset Pipe Mount Pipe Short Mount Pipe Med Mount Pipe Long RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 10 June 22, 2021 at 8:18 AM Gamma Sector.Loaded.r3d PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_3.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal PIPE_2.0 Nominal Y Z X Section Sets Cross Bar Offset Pipe Mount Pipe Short Mount Pipe Med Mount Pipe Long RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 11 June 22, 2021 at 8:19 AM Gamma Sector.Loaded.r3d A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B A53 Gr. B Y Z X Section Sets Cross Bar Offset Pipe Mount Pipe Short Mount Pipe Med Mount Pipe Long RIGID Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 12 June 22, 2021 at 8:19 AM Gamma Sector.Loaded.r3d 14 156 12 126 138 156 14 138 156 126 138 156 138 126 12 126 138 126 84 138 138 84 138 84 Y Z X Section Sets Cross Bar Offset Pipe Mount Pipe Short Mount Pipe Med Mount Pipe Long RIGID Member Length (in) Displayed Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 13 June 22, 2021 at 8:19 AM Gamma Sector.Loaded.r3d .23 .39 .22 .13 .24 .39 .24 .18 .39 .13 .24 .39 .18 .13 .25 .13 .24 .13 .12 .18 .24 .12 .18 .12 Y Z X Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Gamma Sector) SK - 14 June 22, 2021 at 8:19 AM Gamma Sector.Loaded.r3d .07 .07 .12 .07 .02 .07 .10 .04 .07 .07 .02 .07 .04 .07 .15 .07 .02 .07 .03 .04 .02 .03 .04 .03 Y Z X Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : GPD June 22, 2021 Designer : Darkow, Ben 8:20 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Gamma Sector) (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 386.4 12 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code AISC 14th(360-10): LRFD Yes(Iterative) None None None < 100F None Company : GPD June 22, 2021 Designer : Darkow, Ben 8:20 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Gamma Sector) (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (in) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-10 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 63 1.2 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Hot Rolled Steel Section Sets Company : GPD June 22, 2021 Designer : Darkow, Ben 8:20 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Gamma Sector) Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 11 M5 N4 N1 Mount Pipe Sh... Beam None A53 Gr. B Typical 12 M6 N9 N15 Cross Bar Beam None A53 Gr. B Typical 13 M7 N10 N16 Cross Bar Beam None A53 Gr. B Typical 14 M8 N30 N28 Offset Pipe Beam None A53 Gr. B Typical 15 M9 N29 N27 Offset Pipe Beam None A53 Gr. B Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 1 R1 Yes ** NA ** None 2 R2 Yes ** NA ** None 3 R4 Yes ** NA ** None 4 R5 Yes ** NA ** None 5 R7 Yes ** NA ** None 6 R8 Yes ** NA ** None 7 M1 Yes None 8 M2 Yes None 9 M3 Yes None 10 M4 Yes None 11 M5 Yes None 12 M6 Yes None 13 M7 Yes None 14 M8 Yes None 15 M9 Yes None Hot Rolled Steel Design Parameters Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in]Lcomp bot[in]L-torqu... Kyy Kzz Cb Function 1 M1 Offset Pipe 12 Lbyy .65 .65 Lateral 2 M2 Offset Pipe 12 Lbyy .65 .65 Lateral 3 M3 Mount Pipe ... 126 Lbyy 2.1 2.1 Lateral 4 M4 Mount Pipe ... 156 Lbyy 2.1 2.1 Lateral 5 M5 Mount Pipe ... 84 Lbyy 2.1 2.1 Lateral 6 M6 Cross Bar 138 Lbyy 2.1 2.1 Lateral 7 M7 Cross Bar 138 Lbyy 2.1 2.1 Lateral 8 M8 Offset Pipe 14 Lbyy .65 .65 Lateral 9 M9 Offset Pipe 14 Lbyy .65 .65 Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead DL -1 8 2 No Ice Wind 0 deg None 8 5 3 No Ice Wind 30 deg None 16 18 4 No Ice Wind 60 deg None 16 18 5 No Ice Wind 90 deg None 8 9 6 No Ice Wind 120 deg None 16 18 7 No Ice Wind 150 deg None 16 18 8 No Ice Wind 180 deg None 8 5 9 No Ice Wind 210 deg None 16 18 10 No Ice Wind 240 deg None 16 18 11 No Ice Wind 270 deg None 8 9 12 No Ice Wind 300 deg None 16 18 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:20 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Gamma Sector) Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 15 Ice Wind 0 deg None 8 5 16 Ice Wind 30 deg None 16 18 17 Ice Wind 60 deg None 16 18 18 Ice Wind 90 deg None 8 9 19 Ice Wind 120 deg None 16 18 20 Ice Wind 150 deg None 16 18 21 Ice Wind 180 deg None 8 5 22 Ice Wind 210 deg None 16 18 23 Ice Wind 240 deg None 16 18 24 Ice Wind 270 deg None 8 9 25 Ice Wind 300 deg None 16 18 26 Ice Wind 330 deg None 16 18 Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4 Dead Yes Y 1 1.4 0 0 0 0 0 0 0 2 1.2 Dead + 1.6 Wind @ 0°...Yes Y 1 1.2 2 1.6 0 0 0 0 0 0 3 0.9 Dead + 1.6 Wind @ 0°...Yes Y 1 .9 2 1.6 0 0 0 0 0 0 4 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ 60...Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead + 1.6 Wind @ 60...Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ 90...Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ 90...Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ 12...Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ 12...Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ 15...Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ 15...Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead + 1.6 Wind @ 18...Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ 18...Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ 21...Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead + 1.6 Wind @ 21...Yes Y 1 .9 9 1.6 0 0 0 0 0 0 18 1.2 Dead + 1.6 Wind @ 24...Yes Y 1 1.2 10 1.6 0 0 0 0 0 0 19 0.9 Dead + 1.6 Wind @ 24...Yes Y 1 .9 10 1.6 0 0 0 0 0 0 20 1.2 Dead + 1.6 Wind @ 27...Yes Y 1 1.2 11 1.6 0 0 0 0 0 0 21 0.9 Dead + 1.6 Wind @ 27...Yes Y 1 .9 11 1.6 0 0 0 0 0 0 22 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 12 1.6 0 0 0 0 0 0 23 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 12 1.6 0 0 0 0 0 0 24 1.2 Dead + 1.6 Wind @ 33...Yes Y 1 1.2 13 1.6 0 0 0 0 0 0 25 0.9 Dead + 1.6 Wind @ 33...Yes Y 1 .9 13 1.6 0 0 0 0 0 0 26 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 15 1 14 1 1 0 0 0 0 27 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 17 1 14 1 1 0 0 0 0 29 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 32 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 21 1 14 1 1 0 0 0 0 33 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 25 1 14 1 1 0 0 0 0 37 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\3 Gamma\Gamma Sector.Loaded.r3d] Page 4 Company : GPD June 22, 2021 Designer : Darkow, Ben 8:20 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Gamma Sector) Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N25 max 837.031 3 830.449 33 575.793 7 .004 5 .391 22 .493 32 2 min -863.236 14 44.323 5 -584.924 18 -.124 29 -.388 11 -.034 3 3 N26 max 246.241 2 736.969 37 165.545 6 .102 10 .158 25 .441 32 4 min -218.677 15 27.581 13 -137.029 19 -.071 23 -.182 12 .007 3 5 N29 max 446.034 3 573.093 26 238.436 11 .032 13 .207 22 .481 31 6 min -468.026 14 -49.748 15 -264.409 22 -.083 37 -.187 11 .062 3 7 N30 max 42.765 27 510.281 32 54.905 8 .04 8 .049 21 .456 32 8 min -21.255 17 -69.07 3 -47.971 21 -.027 21 -.056 8 -.085 3 9 Totals: max 1559.424 2 2548.795 34 970.208 7 10 min -1559.423 15 575.751 9 -970.209 18 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code ... Loc[in] LC Shear ...Loc[in]Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn 1 M1 PIPE_2.0 N... .225 0 32 .119 0 28 33692.7...33862.5 1.998 1.998 2.... H1-1b 2 M2 PIPE_2.0 N... .250 0 32 .153 0 33 33692.7...33862.5 1.998 1.998 2.... H1-1b 3 M3 PIPE_3.0 N... .131 99.75 2 .066 99.75 16 9735.495 70196.8... 6.124 6.124 1....H1-1b 4 M4 PIPE_2.0 N... .394 13 32 .073 108.... 241401.9333862.5 1.998 1.998 2.... H1-1a 5 M5 PIPE_2.0 N... .121 32.37529 .032 32.375 32 4835.228 33862.5 1.998 1.998 2....H1-1b 6 M6 PIPE_2.0 N... .178 67.56232 .039 69 14 1791.503 33862.5 1.998 1.998 2....H1-1b 7 M7 PIPE_2.0 N... .243 67.56226 .023 67.562 26 1791.503 33862.5 1.998 1.998 2....H1-1b 8 M8 PIPE_2.0 N... .229 0 32 .071 0 30 33631.6...33862.5 1.998 1.998 2.... H1-1b 9 M9 PIPE_2.0 N... .243 0 33 .104 0 37 33631.6...33862.5 1.998 1.998 2.... H1-1b RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\3 Gamma\Gamma Sector.Loaded.r3d] Page 5 MW07041A, Hewlett Packard (Gamma Sector) GPD Project #: 2021746.MW07041A.01 Tension (X) = 838.0 lbs Shear (Y) = 831.0 lbs Shear (Z) = 585.0 lbs Moment (My) = 391.0 lb-ft Moment (Mz) = 493.0 lb-ft Torsion (Mx) = 124.0 lb-ft Horizontal Eccentricity, dx = 0 in Horizontal Eccentricity, dz = 0 in Weld Type: Fillet Load Type: Shear FEXX = 70 ksi Weld Size = 3/16" Weld Segment: Circle in Length = 9 in Radius = 1.1875 in Rise, n = in Run, m = in Tension, rpuy = 112.3 psi-in Shear, rpux = 111.4 psi-in Shear, rpuz = 78.4 psi-in Moment, rmux = 529.6 psi-in Moment, rmuz = 667.7 psi-in Torsion, rmuy = 167.9 psi-in Weld Demand, ruw = 1.0 psi-in φ = 0.75 Allowable Capacity Rating = 105% Nominal Strength, Fnw = 42 ksi Weld Capacity, rnw = 31.5 ksi Demand/Capacity = 24.5% OK Fillet Weld - Elastic Method (AISC 14th Ed.) Reaction Forces Weld Demand Weld Capacity Weld Rating Reaction Eccentricity Weld Properties Weld Geometry Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX E Cabinet Chair Mount Analysis Output File Building Governing Building Code: 2012 IBC Topographic Feature: N/A 72 ft Governing Design Load Code: ASCE7-10 H (Crest Height) = ft 76 ft TIA/EIA Code: G L (Slope Distance) = ft 1.00 Nominal Wind Speed (No Ice) = 89 mph (3-s gust) x (Distance from Crest) = ft II Nominal Wind Speed (w/ Ice) = 40 mph (3-s gust) Base Kzt Override = Yes Ice Thickness = 1.00 in No Exposure Category: C Structure Base Elevation (AMSL) 15 ft Parapet Height = 5 ft Xb (Windward Face Distance) = 10 ft Ws (Windward Face Width) = 140 ft 7 Member Type Length (in) Side (Longest seeing wind) (in) Other Side (in) Calculated Dc, for ice weight (in) Dc, for ice weight (in) Area Type (Round or Flat) Ka User's Wind Multiplier Unshielded Normal Wind Force w/ Ice (lb/ft)* Ice Weight (lb/ft)* Angle 87 6 6 6.3 8.49 Flat 1.00 1.00 4.76 28.31 Angle 17 6 6 8.49 Flat 1.00 1.00 4.81 28.31 Angle 156 6 6 8.49 Flat 1.00 1.00 5.53 28.31 Square/Rect. 102 10 10 14.14 Flat 1.00 1.00 6.79 43.34 Square/Rect. 54 4 8 8.94 Round 1.00 1.00 2.55 29.53 Square/Rect. 48 8 2.26 8.31 Flat 1.00 0.00 0.00 27.85 Square/Rect. 141 4 8 8.94 Flat 1.00 1.00 4.40 29.53 *All forces are unfactored. 2 Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for Area Front Shielding (%) Side Shielding (%) Ka and/or block shielding Normal Wind Force (lbs)* Wt (lbs) (no ice)* Normal Wind Force (lbs) (w/ ice)* Wt (lbs) (only ice)* (1) HPL3 Site Support Cabinet 76 72 45 30 2500 Flat 0% 0% 1.00 621.32 2500.00 145.94 1043.85 (1) LB3 Battery Support Cabinet 76 72 41 30 2500 Flat 0% 0% 1.00 566.10 2500.00 134.11 983.91 *All forces are unfactored. 13.98 23.01 28.89 7.24 0.00 15.34 Number of Appurtenances Existing Horizontal Channel Appurtenances Shielding No Ice Ice Output Appurtenance Model 18.98 Structure Type: Structure Height, h = Mount Components Unshielded Normal Wind Force (lb/ft)* Apply Wind Speed-Up Factor: Wind Speed-Up Factor No Ice Ice Output TIA-222-G: Mount Analysis Wind Loading MW07041A, Hewlett Packard (Chair Mount) GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 1 June 22, 2021 at 8:59 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET Y Z X GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 2 June 22, 2021 at 8:59 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET Y Z X Section Sets Proposed Horizontal Angle Proposed Kicker Angle Proposed Vertical Wall Angle Existing Screen Wall Horizontal Existing Horizontal Tube Existing Horizontal Channel Existing Vertical RIGID GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 3 June 22, 2021 at 9:00 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 HSS10X10X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 L6X6X6 HSS10X10X6 L6X6X6 L6X6X6 HSS10X10X6 L6X6X6 L6X6X6 L6X6X6 HSS10X10X6 L6X6X6 L6X6X6 HSS10X10X6 HSS8X4X4 HSS8X4X4 HSS10X10X6 L6X6X6 HSS8X4X4 C8X11.5 HSS10X10X6 HSS8X4X4 HSS8X4X4 HSS8X4X4 HSS8X4X4 HSS10X10X6 HSS8X4X4 HSS8X4X4 HSS8X4X4 HSS8X4X4 HSS8X4X4 L6X6X6 L6X6X6 HSS10X10X6 HSS10X10X6 L6X6X6 L6X6X6 L6X6X6 HSS8X4X4 GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 4 June 22, 2021 at 9:00 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A500 Gr.B Rect A500 Gr.B Rect A36 Gr.36 A36 Gr.36 A36 Gr.36 A500 Gr.B Rect GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 5 June 22, 2021 at 9:00 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET 156 87 156 87 16.971 30 102 156 87 156 87 156 87 16.971 87 102 156 87 102 87 156 30 102 156 156 102 141 54 177 156 141 48 102 54 141 54 54 177 141 54 48 141 54 146 54 177 177 16.971 54 146 141 GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 8 June 22, 2021 at 9:01 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET .73 .42 .73 .42 .34 .17 NC .83 .42 .73 .45 .83 .45 .34 .45 NC .83 .42 NC .45 .73 .01 NC .83 .73 NC .24 .19 NC .83 .24 .03 NC .19 .21 .19 .24 NC .21 .24 .00 .24 .24 .40 .11 NC NC .18 .11 .40 .21 GPD Darkow, Ben GPD Project #: 2021746.M... MW07041A, Hewlett Packard (Chair Mount) SK - 9 June 22, 2021 at 9:01 AM Chair Mount.Loaded - Extended.r3d LB3BATTERYSUPPORTCABINET HPL3SITESUPPORTCABINET .12 .17 .12 .17 .04 .02 NC .12 .17 .12 .17 .12 .17 .04 .17 NC .12 .17 NC .17 .12 .00 NC .12 .12 NC .03 .09 NC .12 .03 .01 NC .09 .02 .09 .07 NC .02 .07 .00 .03 .07 .06 .03 NC NC .04 .03 .06 .02 Company : GPD June 22, 2021 Designer : Darkow, Ben 9:02 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Chair Mount) Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A53 Gr. B 29000 11154 .3 .65 .49 35 1.5 60 1.2 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 6 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 7 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 8 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 9 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 10 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Proposed Horizontal A... L6X6X6 Beam None A36 Gr.36 Typical 4.38 15.4 15.4 .218 2 Proposed Kicker Angle L6X6X6 VBrace None A36 Gr.36 Typical 4.38 15.4 15.4 .218 3 Proposed Vertical Wall ... L6X6X6 Column None A36 Gr.36 Typical 4.38 15.4 15.4 .218 4 Existing Screen Wall H... HSS10X10X6 Beam None A500 Gr.B Rect Typical 13.2 202 202 320 5 Existing Horizontal Tube HSS8X4X4 Beam None A500 Gr.B Rect Typical 5.24 14.4 42.5 35.3 6 Existing Horizontal Cha... C8X11.5 Beam None A36 Gr.36 Typical 3.37 1.31 32.5 .13 7 Existing Hanger Rod 3/4" SR VBrace None A36 Gr.36 Typical .442 .016 .016 .031 8 Existing Vertical HSS8X4X4 Beam None A500 Gr.B Rect Typical 5.24 14.4 42.5 35.3 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N6 N14 180 Existing Vertical Beam None A500 Gr.B... Typical 2 M2 N3 N13 Existing Vertical Beam None A500 Gr.B... Typical 3 M3 N1 N4 180 Existing Horizo... Beam None A500 Gr.B... Typical 4 M4 N15 N17 90 Existing Scree... Beam None A500 Gr.B... Typical 5 M5 N2 N5 Existing Horizo... Beam None A36 Gr.36 Typical 6 M6 N2 N1 180 Existing Horizo... Beam None A500 Gr.B... Typical 7 M7 N5 N4 Existing Horizo... Beam None A500 Gr.B... Typical 8 M8 N16 N18 90 Existing Scree... Beam None A500 Gr.B... Typical 9 M9 N13 N21 RIGID None None RIGID Typical 10 M10 N14 N22 RIGID None None RIGID Typical 11 M11 N7 N19 RIGID None None RIGID Typical 12 M12 N8 N20 RIGID None None RIGID Typical 13 M13 N64 N67 RIGID None None RIGID Typical 14 M14 N60 N68 RIGID None None RIGID Typical 15 M15 N29 N41 180 Proposed Kick... VBrace None A36 Gr.36 Typical 16 M16 N24 N40 90 Proposed Kick... VBrace None A36 Gr.36 Typical 17 M17 N33 N32 180 Proposed Verti...Column None A36 Gr.36 Typical 18 M18 N28 N27 90 Proposed Verti...Column None A36 Gr.36 Typical Company : GPD June 22, 2021 Designer : Darkow, Ben 9:02 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Chair Mount) Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 30 M30 N37 N39 RIGID None None RIGID Typical 31 M31 N12 LB3BATT... RIGID None None RIGID Typical 32 M32 LB3BATT... N10 RIGID None None RIGID Typical 33 M33 N9 LB3BATT... RIGID None None RIGID Typical 34 M34 LB3BATT... N11 RIGID None None RIGID Typical 35 M35 N39 HPL3SITE... RIGID None None RIGID Typical 36 M36 HPL3SITE... N37 RIGID None None RIGID Typical 37 M37 N36 HPL3SITE... RIGID None None RIGID Typical 38 M38 HPL3SITE... N38 RIGID None None RIGID Typical 39 M39 N53 N60 90 Proposed Kick... VBrace None A36 Gr.36 Typical 40 M40 N57 N56 90 Proposed Verti...Column None A36 Gr.36 Typical 41 M41 N55 N54 180 Proposed Hori... Beam None A36 Gr.36 Typical 42 M42 N61 N63 RIGID None None RIGID Typical 43 M43 N58 N62 RIGID None None RIGID Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None 4 M4 Yes Exclude None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes Exclude None 9 M9 Yes ** NA ** None 10 M10 Yes ** NA ** None 11 M11 Yes ** NA ** None 12 M12 Yes ** NA ** None 13 M13 Yes ** NA ** None 14 M14 Yes ** NA ** None 15 M15 Yes ** NA ** None 16 M16 Yes ** NA ** None 17 M17 Yes ** NA ** None 18 M18 Yes ** NA ** None 19 M19 Yes None 20 M20 Yes Exclude None 21 M21 Yes None 22 M22 Yes None 23 M23 Yes None 24 M24 Yes Exclude None 25 M25 Yes ** NA ** None 26 M26 Yes ** NA ** None 27 M27 Yes ** NA ** None 28 M28 Yes ** NA ** None 29 M29 Yes ** NA ** None 30 M30 Yes ** NA ** None 31 M31 Yes ** NA ** None 32 M32 Yes ** NA ** None 33 M33 Yes ** NA ** None 34 M34 Yes ** NA ** None 35 M35 Yes ** NA ** None Company : GPD June 22, 2021 Designer : Darkow, Ben 9:02 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Chair Mount) Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 39 M39 Yes ** NA ** None 40 M40 Yes ** NA ** None 41 M41 Yes None 42 M42 Yes ** NA ** None 43 M43 Yes ** NA ** None Hot Rolled Steel Design Parameters Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[in]Lcomp bot[in]L-torqu... Kyy Kzz Cb Function 1 M1 Existing Ver... 141 96 96 Lbyy 2.1 2.1 Lateral 2 M2 Existing Ver... 141 96 96 Lbyy 2.1 2.1 Lateral 3 M3 Existing Hor... 48 Lbyy .65 .65 Lateral 4 M4 Existing Scr... 177 Lbyy 1 1 Lateral 5 M5 Existing Hor... 48 Lbyy .65 .65 Lateral 6 M6 Existing Hor... 54 Lbyy .65 .65 Lateral 7 M7 Existing Hor... 54 Lbyy .65 .65 Lateral 8 M8 Existing Scr... 177 Lbyy 1 1 Lateral 9 M15 Proposed Ki...16.971 Lbyy 1 1 Lateral 10 M16 Proposed Ki...16.971 Lbyy 1 1 Lateral 11 M17 Proposed V... 156 96 96 Lbyy 2.1 2.1 Lateral 12 M18 Proposed V... 156 96 96 Lbyy 2.1 2.1 Lateral 13 M19 Proposed H... 30 Lbyy .65 .65 Lateral 14 M20 Existing Scr... 102 Lbyy 1 1 Lateral 15 M21 Proposed H... 30 Lbyy .65 .65 Lateral 16 M22 Proposed H... 87 75 75 Lbyy .65 .65 Lateral 17 M23 Proposed H... 87 75 75 Lbyy .65 .65 Lateral 18 M24 Existing Scr... 102 Lbyy 1 1 Lateral 19 M39 Proposed Ki...16.971 Lbyy 1 1 Lateral 20 M40 Proposed V... 146 96 96 Lbyy 2.1 2.1 Lateral 21 M41 Proposed H... 54 Lbyy 2.1 2.1 Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead DL -1 6 2 No Ice Wind 0 deg None 4 16 3 No Ice Wind 30 deg None 8 42 Company : GPD June 22, 2021 Designer : Darkow, Ben 9:02 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Chair Mount) Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 23 Ice Wind 240 deg None 8 42 24 Ice Wind 270 deg None 4 13 25 Ice Wind 300 deg None 8 42 26 Ice Wind 330 deg None 8 42 27 BLC 1 Transient Area... None 59 Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4 Dead Yes Y 1 1.4 0 0 0 0 0 0 0 2 1.2 Dead + 1.6 Wind @ 0°...Yes Y 1 1.2 2 1.6 0 0 0 0 0 0 3 0.9 Dead + 1.6 Wind @ 0°...Yes Y 1 .9 2 1.6 0 0 0 0 0 0 4 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ 60...Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead + 1.6 Wind @ 60...Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ 90...Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ 90...Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ 12...Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ 12...Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ 15...Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ 15...Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead + 1.6 Wind @ 18...Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ 18...Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ 21...Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead + 1.6 Wind @ 21...Yes Y 1 .9 9 1.6 0 0 0 0 0 0 18 1.2 Dead + 1.6 Wind @ 24...Yes Y 1 1.2 10 1.6 0 0 0 0 0 0 19 0.9 Dead + 1.6 Wind @ 24...Yes Y 1 .9 10 1.6 0 0 0 0 0 0 20 1.2 Dead + 1.6 Wind @ 27...Yes Y 1 1.2 11 1.6 0 0 0 0 0 0 21 0.9 Dead + 1.6 Wind @ 27...Yes Y 1 .9 11 1.6 0 0 0 0 0 0 22 1.2 Dead + 1.6 Wind @ 30...Yes Y 1 1.2 12 1.6 0 0 0 0 0 0 23 0.9 Dead + 1.6 Wind @ 30...Yes Y 1 .9 12 1.6 0 0 0 0 0 0 24 1.2 Dead + 1.6 Wind @ 33...Yes Y 1 1.2 13 1.6 0 0 0 0 0 0 25 0.9 Dead + 1.6 Wind @ 33...Yes Y 1 .9 13 1.6 0 0 0 0 0 0 26 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 15 1 14 1 1 0 0 0 0 27 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 17 1 14 1 1 0 0 0 0 29 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 32 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 21 1 14 1 1 0 0 0 0 33 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 25 1 14 1 1 0 0 0 0 37 1.2 Dead + 1.0 Ice Wind ... Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N15 max 2150.119 2 2072.971 30 589.459 11 0 37 0 37 0 37 2 min -582.343 15 807.794 23 -1266.394 22 0 1 0 1 0 1 3 N16 max -222.201 3 3713.557 37 598.01 6 0 37 0 37 0 37 4 min -1346.257 14 1854.372 13 -34.181 19 0 1 0 1 0 1 5 N17 max 2788.798 2 2401.706 33 1078.1 6 0 37 0 37 0 37 6 min -626.991 15 963.908 5 -792.203 19 0 1 0 1 0 1 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\...\4 Chair Mount\Chair Mount.Loaded - Extended.r3d] Page 4 Company : GPD June 22, 2021 Designer : Darkow, Ben 9:02 AM Job Number : GPD Project #: 2021746.MW07041A.01 Checked By:_____ Model Name : MW07041A, Hewlett Packard (Chair Mount) Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 7 N18 max -531.856 3 3952.85 27 194.429 11 0 37 0 37 0 37 8 min -1655.752 32 1988.211 17 -367.237 22 0 1 0 1 0 1 9 N44 max 2051.184 2 -164.638 13 481.192 9 0 37 0 37 0 37 10 min -453.273 15 -1372.012 24 -1232.877 20 0 1 0 1 0 1 11 N45 max -504.612 3 5387.543 37 344.862 6 0 37 0 37 0 37 12 min -1250.596 32 2499.261 13 -41.671 19 0 1 0 1 0 1 13 N46 max 2051.133 2 -170.526 17 1232.891 8 0 37 0 37 0 37 14 min -453.308 15 -1379.884 4 -481.189 21 0 1 0 1 0 1 15 N47 max -504.581 3 5384.136 27 41.664 11 0 37 0 37 0 37 16 min -1250.556 32 2496.665 17 -344.869 22 0 1 0 1 0 1 17 Totals: max 6295.215 2 20896.37 29 4080.113 7 18 min -6295.21 15 10671.244 21 -4080.114 18 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code ... Loc[in] LC Shear ...Loc[in]Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn 1 M1 HSS8X4X4 .243 45.57627 .032 45.576 y 26 80042.6... 216936 26.719 45.885 1....H1-1b 2 M2 HSS8X4X4 .210 44.15230 .018 44.152 z 8 80042.6... 216936 26.719 45.885 1 H1-1b 3 M3 HSS8X4X4 .002 23.758 2 .001 48 y 37 211827.... 216936 26.719 45.885 1....H1-1b 4 M5 C8X11.5 .028 48 20 .010 40.242 y 20 92166.9... 109188 3.353 26.001 2.... H1-1b 5 M6 HSS8X4X4 .239 12 30 .075 12 y 30 210491.... 216936 26.719 45.885 4.... H1-1b 6 M7 HSS8X4X4 .190 0 32 .094 0 y 29 210491.... 216936 26.719 45.885 4.... H1-1b 7 M15 L6X6X6 .343 0 34 .035 0 y 29 128105.... 141912 10.965 22.86 1.... H2-1 8 M16 L6X6X6 .343 0 30 .035 0 z 35 128105.... 141912 10.965 22.86 1.... H2-1 9 M17 L6X6X6 .732 17.33334 .119 4.727 y 34 34476.79 141912 10.965 22.097 1.... H2-1 10 M18 L6X6X6 .830 17.33330 .119 4.727 z 30 34476.79 141912 10.965 17.338 1 H2-1 11 M19 L6X6X6 .008 30 6 .003 30 y 30 127705.... 141912 10.965 22.86 1.... H2-1 12 M21 L6X6X6 .165 0 8 .024 30 z 20 127705.... 141912 10.965 22.86 1.... H2-1 13 M22 L6X6X6 .445 9.667 10 .171 11.424 y 10 119351.... 141912 10.965 20.558 1 H2-1 14 M23 L6X6X6 .424 9.667 18 .172 11.424 z 18 119351.... 141912 10.965 22.86 4.... H2-1 15 M39 L6X6X6 .183 0 32 .044 0 z 26 128105.... 141912 10.965 22.86 MW07041A, Hewlett Packard (Chair Mounts) GPD Project #: 2021746.MW07041A.01 Vertical Single Angle End Bolts (Double Bolted) Tension (Tub) = 1199 lbs Surface Class = Class A Interaction Shear (Vub) = 2322 lbs Number of Slip Surfaces, ns = 2 Shear (Vub) = 3974 lbs φ = 1 Coefficient of Friction, µ = 0.3 Grade: A325 (AISC - Table J3.2) Pretension Ratio, Du = 1.13 Threads Included: N Factor for Fillers, hƒ = 0.85 Bolt Hole Type = Standard Minimum Fastener Tension, Tb = 12 kips (AISC - Table J3.1) Nominal Tensile Strength, Fnt = 90 ksi Combined Force Factor, ksc = 0.91 Nominal Shear Strength, Fnv = 54 ksi Factored Slip Resistance (φRnv) = 0 lbs Interaction Tensile Strength, F'nt = 77.58050369 ksi Bolt Diameter, ø = 0.5 in Bolt Area, Ab = 0.196 in2 Allowable Capacity Rating = 105% φ = 0.5 Tub/φRnt = 13.6% Factored Tension (φRnt) = 8836 lbs Vub/φRnv = 75.0% Factored Shear (φRnv) = 5301 lbs Interaction = 15.7% Factored Interaction (φR'nt) = 7616 lbs Governing Capacity Rating = 75.0% OK Grade: A36 (AISC - Table J3.2) Yield Strength, Fn = 36 ksi Ultimate Strength, Fu = 58 ksi Steel Thickness, t = 0.375 in Edge Distance = 1 in Clear Distance, lc = 0.6875 in Allowable Capacity Rating = 105% φ = 0.75 Factored Tear Out (φRn) = 13.5 kips Vub/φRn = 29.5% Factored Bearing (φRn) = 19.58 kips Governing Capacity Rating = 29.5% OK Connection Capacity Ratings Connection Strength Connection Info Bolt Capacity Ratings Bolt Info Bolt Strength Bearing-Type Connection (AISC 14th Ed.) Slip Conditions Slip Resistance Anchor Reactions MW07041A, Hewlett Packard (Chair Mounts) GPD Project #: 2021746.MW07041A.01 Horizontal Single Angle End Bolts (Double Bolted) Tension (Tub) = 21 lbs Surface Class = Class A Interaction Shear (Vub) = 65 lbs Number of Slip Surfaces, ns = 2 Shear (Vub) = 2593 lbs φ = 1 Coefficient of Friction, µ = 0.3 Grade: A325 (AISC - Table J3.2) Pretension Ratio, Du = 1.13 Threads Included: N Factor for Fillers, hƒ = 0.85 Bolt Hole Type = Standard Minimum Fastener Tension, Tb = 12 kips (AISC - Table J3.1) Nominal Tensile Strength, Fnt = 90 ksi Combined Force Factor, ksc = 1.00 Nominal Shear Strength, Fnv = 54 ksi Factored Slip Resistance (φRnv) = 0 lbs Interaction Tensile Strength, F'nt = 90 ksi Bolt Diameter, ø = 0.5 in Bolt Area, Ab = 0.196 in2 Allowable Capacity Rating = 105% φ = 0.5 Tub/φRnt = 0.2% Factored Tension (φRnt) = 8836 lbs Vub/φRnv = 48.9% Factored Shear (φRnv) = 5301 lbs Interaction = 0.2% Factored Interaction (φR'nt) = 8836 lbs Governing Capacity Rating = 48.9% OK Grade: A36 (AISC - Table J3.2) Yield Strength, Fn = 36 ksi Ultimate Strength, Fu = 58 ksi Steel Thickness, t = 0.375 in Edge Distance = 1 in Clear Distance, lc = 0.6875 in Allowable Capacity Rating = 105% φ = 0.75 Factored Tear Out (φRn) = 13.5 kips Vub/φRn = 19.3% Factored Bearing (φRn) = 19.58 kips Governing Capacity Rating = 19.3% OK Connection Capacity Ratings Connection Strength Connection Info Bolt Capacity Ratings Bolt Info Bolt Strength Bearing-Type Connection (AISC 14th Ed.) Slip Conditions Slip Resistance Anchor Reactions MW07041A, Hewlett Packard (Chair Mounts) GPD Project #: 2021746.MW07041A.01 Kicker Single Angle End Bolts (Double Bolted) Tension (Tub) = 4221 lbs Surface Class = Class A Interaction Shear (Vub) = 383 lbs Number of Slip Surfaces, ns = 2 Shear (Vub) = 987 lbs φ = 1 Coefficient of Friction, µ = 0.3 Grade: A325 (AISC - Table J3.2) Pretension Ratio, Du = 1.13 Threads Included: N Factor for Fillers, hƒ = 0.85 Bolt Hole Type = Standard Minimum Fastener Tension, Tb = 12 kips (AISC - Table J3.1) Nominal Tensile Strength, Fnt = 90 ksi Combined Force Factor, ksc = 0.69 Nominal Shear Strength, Fnv = 54 ksi Factored Slip Resistance (φRnv) = 0 lbs Interaction Tensile Strength, F'nt = 90 ksi Bolt Diameter, ø = 0.5 in Bolt Area, Ab = 0.196 in2 Allowable Capacity Rating = 105% φ = 0.5 Tub/φRnt = 47.8% Factored Tension (φRnt) = 8836 lbs Vub/φRnv = 18.6% Factored Shear (φRnv) = 5301 lbs Interaction = 47.8% Factored Interaction (φR'nt) = 8836 lbs Governing Capacity Rating = 47.8% OK Grade: A36 (AISC - Table J3.2) Yield Strength, Fn = 36 ksi Ultimate Strength, Fu = 58 ksi Steel Thickness, t = 0.375 in Edge Distance = 1 in Clear Distance, lc = 0.6875 in Allowable Capacity Rating = 105% φ = 0.75 Factored Tear Out (φRn) = 13.5 kips Vub/φRn = 7.3% Factored Bearing (φRn) = 19.58 kips Governing Capacity Rating = 7.3% OK Connection Capacity Ratings Connection Strength Connection Info Bolt Capacity Ratings Bolt Info Bolt Strength Bearing-Type Connection (AISC 14th Ed.) Slip Conditions Slip Resistance Anchor Reactions Mount Pipe with Frames and Chair Mounts on a 72.0' Rooftop - Structural Evaluation Site #: MW07041A 6/24/2021 APPENDIX F Modification Drawings STRUCTURE INFORMATION: CODE COMPLIANCE: STRUCTURE DOCUMENT: STRUCTURE HEIGHT: STRUCTURE LOCATION: LAT.: LONG.: REFERENCED ANALYSIS: ANALYSIS DATE: WIND SPEEDS: ICE THICKNESS: STRUCTURE CLASS: EXPOSURE CATEGORY: TOPO CATEGORY: GOVERNING CODES: COUNTY: SITE #: MW07041A HEWLETT PACKARD STREET ADDRESS: CITY, STATE ZIP: INDIANAPOLIS, IN 46290 250 E 96TH ST NA 72'-0" ROOFTOP 39° 55' 41.45" -86° 09' 12.72" MARION GPD/PROJ. #: 2021746.MW07041A.01 6/15/2021 MOUNT TYPE: (2) CABINET WALL MOUNTS QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM GPD TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED ENGINEERING SERVICES PLEASE CONTACT GPD AT GPDMODS@GPDGROUP.COM. SHEET INDEX: T-01: TITLE SHEET MI-01: MODIFICATION INSPECTION CHECKLIST PROJECT CONTACTS: N-01: PROJECT NOTES TIA-222-G & 2014 INDIANA BUILDING CODE 115 MPH 3 SECOND GUST (ULTIMATE) 89 MPH 3 SECOND GUST (NOMINAL) 40 MPH 3 SECOND GUST (W/ ICE) 1" II C 1 S-01: ROOFTOP PLAN & MODIFICATION SCHEDULE S-02: MODIFICATION DETAILS & SECTIONS S-03: ADDITIONAL SECTIONS S-04: ADDITIONAL SECTIONS S-05: ADDITIONAL SECTIONS 6/24/21 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION 6/24/21 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE MI-01 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 MODIFICATION INSPECTION CHECKLIST 6/24/2021 - - - MODIFICATION INSPECTION CHECKLIST REQUIRED REPORT ITEM BRIEF DESCRIPTION PRE-CONSTRUCTION X MI CHECKLIST DRAWING THIS CHECKLIST SERVES AS A GUIDELINE FOR THE REQUIRED CONSTRUCTION DOCUMENTS AND INSPECTIONS FOR THIS MODIFICATION X EOR APPROVED SHOP DRAWINGS PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE DETAILED ASSEMBLY DRAWINGS AND/OR SHOP DRAWINGS TO THE EOR FOR APPROVAL. X FABRICATION INSPECTION A LETTER FROM THE FABRICATOR STATING THAT ALL FABRICATION (I.E. DRILLING, CUTTING, WELDING, SHEARING, MILLING, GALVANIZING, ETC) HAS BEEN DONE ACCORDING TO INDUSTRY STANDARDS AND ALL APPLICABLE ANSI/ASTM STANDARDS. NA FABRICATOR CERTIFIED WELD INSPECTION A CWI SHALL INSPECT ALL FABRICATION WELDS IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING THE RESULTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X MATERIAL TEST REPORTS (MTR) MATERIAL TEST REPORTS SHALL BE PROVIDED FOR ALL MATERIAL USED. MTR'S SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA FABRICATOR NDE INSPECTION REPORT CRITICAL SHOP WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED WITHIN THE MODIFICATION DRAWINGS. A CERTIFIED NDT INSPECTOR SHALL PERFORM NON-DESTRUCTIVE EXAMINATION ON ALL PJP, CJP, AND FILLET WELDS >5/16” IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING THE RESULTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA NDE OF MONOPOLE BASE PLATE A NDE OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X PACKING SLIPS PACKING/SHIPPING LIST FOR ALL MATERIAL USED DURING CONSTRUCTION OF THE MODIFICATION SHALL BE PROVIDED. DURING CONSTRUCTION NA PRE-POUR REBAR INSPECTIONS A 3 6/24/21 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE N-01 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 PROJECT NOTES 6/24/2021 - - - GENERAL NOTES 1. THIS DESIGN IS IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF ALL LOCALLY ADOPTED BUILDING CODES. MATERIALS, FABRICATION, INSTALLATION, AND ALL OTHER SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. 2. THIS DESIGN ASSUMES THE EXISTING STRUCTURE HAS BEEN WELL MAINTAINED, IS IN GOOD CONDITION, AND IS WITHOUT DEFECT. BENT MEMBERS, CORRODED MEMBERS, LOOSE BOLTS, CRACKED WELDS AND OTHER MEMBER DEFECTS HAVE NOT BEEN CONSIDERED. THIS DESIGN IS BEING PROVIDED WITHOUT THE BENEFIT OF A CONDITION ASSESSMENT BY GPD. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING; ANY PROBLEMS WITH ACCESS, INTERFERENCE, ETC. SHALL BE RESOLVED PRIOR TO MOBILIZATION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTE ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS OR THAT INTERFERE WITH THE CONTINUOUS INSTALLATION OF THE MODIFICATIONS. CONTRACTOR SHALL NOTE ALL ATTACHMENT POINTS, ANTENNAS, MOUNTS, COAX, LIGHTING, CLIMBING SUPPORTS, STEP BOLTS, PORT HOLES, AND ANY OTHER APPURTENANCES IN THE REGION OF THE MODIFICATIONS. GPD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF ANY DEVIATION PRIOR TO ORDERING MATERIAL. 4. ALL MATERIAL SPECIFIED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS, MUST BE REVIEWED BY THE OWNER AND ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. 5. CONTRACTOR IS RESPONSIBLE FOR ENGAGING A MODIFICATION INSPECTOR AT THE TIME OF AWARD TO COORDINATE AN INSPECTION SCHEDULE AND ENSURE PROPER DOCUMENTATION IS RETAINED THROUGHOUT THE PROJECT. REFER TO SHEET MI-01 FOR MODIFICATION INSPECTION CHECKLIST. 6. SPECIAL INSPECTIONS: UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS OR REQUIRED BY THE BUILDING OFFICIAL, SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR GROUP U OCCUPANCIES, BUT NOT LIMITED TO, THOSE LISTED IN SECTION 312.1 (IBC SECTION 1704.2, EXCEPTION 2). CONTRACTOR SHALL BE JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE S-01 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ROOFTOP PLAN & MODIFICATION SCHEDULE 6/24/2021 - - - 6/24/21 MODIFICATION SCHEDULE MEMBER TYPE ELEVATION EXISTING MEMBER NEW MEMBER REFERENCE DETAIL/SHEET NOTES CABINET WALL MOUNT 72'-0"± - - 1/S-02 INSTALL NEW CABINET WALL MOUNTS TO THE EXISTING CONCEALMENT WALL. EXTEND EXISTING CABINET WALL MOUNT. PLATFORM REMOVE EXISTING PLATFORM AS REQUIRED FOR INSTALLATION. MOUNT HANGERS REMOVE EXISTING CABINET MOUNT HANGERS FOR INSTALLATION OF PROPOSED CABINET. N.T.S. ROOFTOP PLAN S-02 1 NORTH EXISTING ROOFTOP EXISTING ROOFTOP JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE S-02 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 MODIFICATION DETAILS & SECTIONS 6/24/2021 - - - 6/24/21 S-02 SCALE: CUSTOM 1 EQUIPMENT LAYOUT S-02 SCALE: 3/8" = 1'-0" A SECTION D S-04 13'-0" 3" TYP. 4" 8'-0" 3" TYP. 4" 1 1/2" TYP. G* 2" MAX. 1 7/8" TYP. 1'-0" 1'-0' B S-03 INSTALL NEW CABINET JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE S-03 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL SECTIONS 6/24/2021 - - - 6/24/21 S-03 SCALE: 3/8" = 1'-0" B SECTION S-03 SCALE: 3/8" = 1'-0" C SECTION 13'-0" 8'-0" 2'-6" G* G* G* G* 3" TYP. 4" TYP. C S-03 NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE S-04 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL SECTIONS 6/24/2021 - - - 6/24/21 S-04 SCALE: 3/8" = 1'-0" D SECTION 12'-2" (F.V.) 3" TYP. 4" 8'-0" G* 2" MAX. 1 7/8" TYP. 1'-0" 1'-0" E S-04 NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE S-05 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL SECTIONS 6/24/2021 - - - 6/24/21 S-05 SCALE: 3/8" = 1'-0" F SECTION NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) FIELD DRILL 13/16"Ø HOLE IN HSS AND CONCEALMENT WALL FOR NEW THREADED ROD (TYP.) NOTE: Drawing No. Rev 7236 Material Description Product Code FAB No. RL34 SERIES THIS DRAWING IS THE PROPERTY OF 'FIXFAST USA' AND SHALL NOT BE COPIED OR DISCLOSED TO A THIRD PARTY IN WHOLE OR PART WITHOUT THE CONSENT IN WRITING OF 'FIXFAST USA'. FIXFAST USA CONFIDENTIAL MATERIAL FIXFAST USA Standard Access Ladder With Lead On Handrails 6210S Indianapolis Road Whitestown IN 46075 USA Tel:- +1 317 769 7710 Fax:- +1 317 769 5560 Email:- technical@fixfastusa.com Web:- www.fixfastusa.com LOWER LEVEL TO UPPER LEVEL WALKING/WORKING HEIGHT WALL SUBSTRATE TYPE (IE: BRICK, CONCRETE BLOCK, METAL SIDING, ETC) WALL TO CENTERLINE OF LADDER. OSHA 1910.27(C)(4) STATES THAT THE DISTANCE FROM THE CENTERLINES OF THE RUNGS TO THE NEAREST PERMANENT OBJECT SHALL NOT BE LESS THAN 7". OSHA ALSO REQUIRES A PLATFORM IF THE DISTANCE EXCEEDS 12". PLEASE STATE WIDTH OF ANY GUTTER OR OBJECT. (E.G GUTTER 9" WIDE). FIXFAST WILL ENSURE THE CORRECT BRACKET IS SUPPLIED. FLOOR SUBSTRATE TYPE (IE, ROOF MEMBRANE, CONCRETE, METAL ROOF, ETC) A B C D PROJECT REF: CONTRACTOR: APPROVED BY: SIGN HERE: 'A' REVISIONS Rev Date By Rep Remarks 1 F.F.L. TO TOP OF WALKWAY SURFACE 141" SHOWN - (MAX 288" IN RL30 SERIES) SEE PRODUCT DIRECTORY OR WEBSITE FOR OTHER SIZES STD. LDR BODY 94" 12" TYP. 233 4" LADDER SUPPLIED IN KIT FORM. THE LADDER BASE IS DESIGNED TO BE CUT TO REQUIRED HEIGHT ON-SITE. TOP RUNG MUST BE LEVEL WITH WALKING/WORKING SURFACE OR PLATFORM. ALUMINUM EXTRUDED STILE GRADE 6106-T6 (2 1 4'' X 1 1 2'' X 1 8'') 1 1 4'' SQ. - 6061-T6 SERRATED RUNG (TYP) WELDED TO STILES AVAILABLE LADDER KITS CODE HEIGHTS UP TO RL34.94 94" (7' 10") RL34.141 141" (11'9") RL34.188 188" (15' 8") RL34.235 235" (19' 7") RL34.282 282" (23' 6") 'D' 'B' 'C' 205 8" 1LD419S FLOOR MOUNT BRACKET SHOWN VARIOUS MOUNTING OPTIONS AVAILABLE 'B' 1LD421280 WALL FIXING BRACKET AS STANDARD. OTHER FIXING BRACKETS AVAILABLE TO MEET SPECIFIC APPLICATIONS 233 4" LADDER BODY CONNECTED WITH SPLICE JOIN. SEE TYP. DETAIL FOR FURTHER INFORMATION ALUMINUM RETRACTABLE STILES GRADE 6106-T6 (2 1 4" X 1 1 2" X 1 8") NOTE: SHOWN IN 'OPEN POSITION' 1. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 G* 4'-8" REMOVE EXISTING SOLID ROUND STRUTS AND ALL ASSOCIATED ASSEMBLY HARDWARE EXISTING CABINET WALL MOUNT INSTALL NEW W19-4 PLAIN SURFACE GRATING USING 1-1/4x3/16 BEARING BARS AND MECHANICALLY FASTEN GRATING TO SUPPORT STEEL AT 24" C-C, INSTALL PER MANUFACTURER SPECIFICATIONS REMOVE EXISTING GUSSET PLATES (TYP.) CONTRACTOR SHALL INSTALL LADDER THAT IS OSHA 1926.1053 COMPLIANT. LADDER SHALL BE A FIXFAST RL34.94 AND TRIMMED TO FIT AS REQUIRED. G S-05 S-05 SCALE: 1" = 1'-0" G SECTION 3" TYP. 7/8" TYP. LADDER MOUNTING BRACKET FIELD DRILL 9/16"Ø HOLES FOR NEW BOLT ASSEMBLIES (TYP.) NEW 1/2"Ø BOLTS, LENGTH AS REQUIRED (TYP. OF 4) NEW L6X6X3/8 HORIZONTAL BASE MEMBERS (TYP.) NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) DRILL 13/16"Ø HOLE IN ANGLE FOR NEW THREADED ROD (TYP.) 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP., F.V.) DRILL 9/16"Ø HOLES FOR NEW BOLTS (TYP.) NOTE: 1. INSTALL SPACER PLATES BETWEEN MEMBERS AS REQUIRED. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 4'-6" S-04 SCALE: 3/8" = 1'-0" E SECTION F S-05 NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) DRILL 13/16"Ø HOLE IN ANGLE FOR NEW THREADED ROD (TYP.) 8'-0" 3" TYP. 4" TYP. G* 4'-8" REMOVE EXISTING SOLID ROUND STRUTS AND ALL ASSOCIATED ASSEMBLY HARDWARE EXISTING CABINET WALL MOUNT 12'-2" (F.V.) 1 7/8" TYP. 1 1/2" TYP. NOTE: 1. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 REMOVE EXISTING GUSSET PLATES (TYP.) CONTRACTOR SHALL INSTALL LADDER THAT IS OSHA 1926.1053 COMPLIANT. LADDER SHALL BE A FIXFAST RL34.94 AND TRIMMED TO FIT AS REQUIRED. CONTRACTOR SHALL INSTALL LADDER THAT IS OSHA 1926.1053 COMPLIANT. LADDER SHALL BE A FIXFAST RL34.94 AND TRIMMED TO FIT AS REQUIRED. (F.V.) ROOFTOP 5" ROOFTOP NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) DRILL 13/16"Ø HOLE IN ANGLE FOR NEW THREADED ROD (TYP.) 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP., F.V.) DRILL 9/16"Ø HOLES FOR NEW BOLTS (TYP.) NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) FIELD DRILL 13/16"Ø HOLE IN HSS AND CONCEALMENT WALL FOR NEW THREADED ROD *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 NOTE: 1. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 G* 7'-3" 2'-6" 1 7/8" TYP. INSTALL NEW W19-4 PLAIN SURFACE GRATING USING 1-1/4x3/16 BEARING BARS AND MECHANICALLY FASTEN GRATING TO SUPPORT STEEL AT 24" C-C, INSTALL PER MANUFACTURER SPECIFICATIONS WALL MOUNT, SEE SECTION A/S-02 REMOVE EXISTING PLATFORM AS REQUIRED FOR INSTALLATION OF NEW CABINET WALL MOUNT EXISTING CABINET WALL MOUNT EXISTING CONCEALMENT WALL EXISTING AIR HANDLER UNIT EXISTING BUILDING EQUIPMENT EXISTING PLATFORM (TO REMAIN) EXISTING SECTOR FRAME (TYP.) NEW L6x6x3/8 VERTICAL MEMBER (TYP.) EXISTING HSS10x10x3/8 CONCEALMENT WALL HORIZONTALS (TYP.) NEW L6x6x3/8 KICKER MEMBER (TYP.) NEW L6x6x3/8 HORIZONTAL BASE MEMBERS (TYP.) EXISTING CONCEALMENT WALL NEW 1/2"Ø (ASTM F1554 GR. 55) THREADED ROD, LENGTH AS REQUIRED (TYP. OF 2) DRILL 13/16"Ø HOLE IN ANGLE FOR NEW THREADED ROD (TYP.) 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP., F.V.) DRILL 9/16"Ø HOLES FOR NEW END BOLTS (TYP.) NOTE: 1. INSTALL SPACER PLATES BETWEEN MEMBERS AS REQUIRED. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 1'-0" A S-02 7'-3" INSTALL NEW CABINET WALL MOUNT EXTENSION, SEE SECTION D/S-04 4'-8" 1 7/8" TYP. EXISTING PENTHOUSE EXISTING CONCEALMENT WALL INSTALL NEW CABINET WALL MOUNT, SEE EXISTING AIR SECTION A/S-02 HANDLER UNIT NOTE: 1. ALL MATERIAL REMOVED FROM THE STRUCTURE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE. INSTALL NEW CABINET WALL MOUNT EXTENSION, SEE SECTION D/S-04 RESPONSIBLE FOR DETERMINING IF ANY SPECIAL INSPECTIONS ARE REQUIRED BY THE JURISDICTION HAVING AUTHORITY. IF REQUIRED BY THE JURISDICTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE SPECIAL INSPECTIONS WITH THE ENGINEER OF RECORD. IN THOSE CASES, SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. 7. INSTALLATION OF THE PROPOSED LOADING IS BY OTHERS AND IS BEYOND THE SCOPE OF THESE DRAWINGS. 8. ALL CONTRACTORS AND LOWER TIER CONTRACTORS MUST ACKNOWLEDGE IN WRITING TO THE OWNER AND GPD THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW THE OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND TOWER SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATIONS DESCRIBED. RECEIPT OF ACKNOWLEDGMENT MUST OCCUR PRIOR TO BEGINNING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THIS DOCUMENTATION FOR THE OWNER AND GPD ON COMPANY LETTERHEAD AND IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM LOWER TIER SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO THE OWNER AND GPD. 9. STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS SHALL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH CONSTRUCTION EXPERIENCE. THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS TO THE OWNER AND ENGINEER. 10. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER AS TO PROTECT THE EXISTING AND ADJACENT STRUCTURES AND SHALL BE RESPONSIBLE TO PROPERLY REPAIR ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK. 11. CEASE OPERATIONS AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF THE SAFETY OR INTEGRITY OF THE STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE RESUMING OPERATIONS. 12. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. 13. THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. ANY TECHNIQUES OR PROCEDURES IMPLIED BY THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE SUGGESTIONS ONLY. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES. 14. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THEIR WORK FORCE, THE WORK AREA, ADJACENT AREA, AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW AND ABIDE BY ALL OWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES. ALL WORKERS SHALL UTILIZE APPROPRIATE FALL PROTECTION AND SAFETY EQUIPMENT THAT IS UP-TO-DATE AND INSPECTED PER OSHA AND INDUSTRY GUIDELINES. ALL WORKERS SHALL BE TRAINED AND MONITORED TO ENSURE SAFE WORKING PRACTICES ARE MAINTAINED. 15. CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX, T-BRACKETS, ANTENNA MOUNTS, AND ANY OTHER APPURTENANCE THAT MAY INTERFERE WITH THE MODIFICATIONS. ALL APPURTENANCES MUST BE REPLACED AND/OR RESTORED TO ITS ORIGINAL LOCATION. SOME ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATIONS TO PROPERLY FIT THE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOMIZATIONS ARE DESIGNED BY OTHERS AND MUST BE APPROVED BY THE ENGINEER PRIOR TO REMOVING SUCH ATTACHMENTS. ANY CARRIER DOWNTIME MUST BE COORDINATED WITH THE OWNER IN WRITING. 16. CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE OWNER'S PROPERTY OR LEASE AREA AND APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. THE STRUCTURAL INTEGRITY OF THIS DESIGN EXTENDS TO THE COMPLETE CONDITION ONLY. THE CONTRACTOR MUST BE COGNIZANT THAT THE REMOVAL OF ANY STRUCTURAL COMPONENT HAS THE POTENTIAL TO CAUSE THE PARTIAL OR COMPLETE COLLAPSE OF THE STRUCTURE. ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE THE STRUCTURAL INTEGRITY, INCLUDING, BUT NOT LIMITED TO, ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM WIND SPEED AND/OR TEMPORARY BRACING AND SHORING. 18. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL SHORING, TEMPORARY GLOBAL SHORING, AND ALL SHORING OF SURROUNDING BUILDINGS, PADS, AND OTHER OUTDOOR SITE OBSTRUCTIONS. ALL SHORING, TEMPORARY BRACING, AND TEMPORARY SUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 19. FAA/FCC FILING AND LIGHTING MAY BE REQUIRED. ALL GOVERNMENTAL REGULATORY DETERMINATIONS AND FILINGS BY OTHERS, NOT GPD. 20. CONTRACTOR SHALL TAKE NECESSARY ACTIONS TO PROVIDE SAFE WORKING CONDITIONS INCLUDING, BUT NOT LIMITED TO, HAVING ANY FM SIGNALS TURNED OFF. CONTRACTOR SHALL HAVE PROPER RADMAN FOR NOTIFICATION OF EXCESSIVE RF EXPOSURE FOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE PRESENT. CONTRACTOR SHALL BE AWARE OF RF WARNING SIGNS AND TAKE PROPER PRECAUTIONS. 21. ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. DEVIATION FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVAL FROM ENGINEER. 22. DO NOT SCALE DRAWINGS. 23. ROOFTOP ACCESS, CLIMBING FACILITIES, SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BE IMPEDED OR MODIFIED WITHOUT THE WRITTEN CONSENT OF GPD. 24. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC AND/OR FABRICATOR. 25. IMPROPER FIT-UP OF NEW BOLTED HARDWARE DUE TO OVERSIZED , DOUBLE-PUNCHED, OR SLOTTED HOLES FOUND ON THE EXISTING STRUCTURE SHALL BE REPORTED TO GPD AND THE TOWER OWNER IMMEDIATELY. INSTALLATION OF SUCH HARDWARE WILL NOT BE ACCEPTABLE AND ALL COSTS ASSOCIATED WITH REMEDYING THE INSTALLATION WILL BE THE RESPONSIBILITY OF THE GC. STRUCTURAL STEEL NOTES 1. ALL NEW STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTM A653 G90, AS APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERS WHERE HOT-DIPPED GALVANIZING IS NOT PERMITTED MAGNI 565 COATING (OR ENGINEER APPROVED EQUIVALENT) SHALL BE USED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STEEL AND/OR BUILDING MATERIAL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 2. ALL EXPOSED STRUCTURAL STEEL AS THE RESULT OF THIS SCOPE OF WORK INCLUDING, BUT NOT LIMITED TO, DAMAGED MEMBERS, FIELD WELDS, FIELD CUT MEMBERS, FIELD DRILLED HOLES, AND SHAFT INTERIORS (WHERE APPLICABLE), SHALL BE SOLVENT CLEANED AND HAVE TWO (2) COATS OF BRUSHED ON ZRC ZINC RICH COLD GALVANIZING PAINT APPLIED AND SHALL BE PAINTED TO MATCH THE TOWER FINISH (WHERE APPLICABLE). PHOTO DOCUMENTATION IS REQUIRED TO BE SUBMITTED TO THE MODIFICATION INSPECTOR. 3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LISTED REQUIREMENTS U.N.O. IN THESE DRAWINGS: · STEEL ANGLE: ASTM A36 (Fy=36 KSI) · SOLID ROUND: ASTM A36 (FY=36 KSI) · PIPE (ROUND): ASTM A53 GRADE B (Fy=35 KSI) · HSS TUBE (ROUND): ASTM A500 GRADE C (Fy=46 KSI) · HSS TUBE (SQUARE): ASTM A500 GRADE C (Fy=50 KSI) · W-SHAPES: ASTM A992 (Fy=50 KSI) · CHANNELS: ASTM A36 (Fy=36 KSI) · PLATE: ASTM A572 GRADE 50 (Fy=50KSI) · ANCHOR RODS: ASTM A193 GRADE B7 · BOLTS: ASTM A325 TYPE 1 · U-BOLTS: ASTM A307 GRADE A · NUTS: ASTM A563 GRADE DH · NUTS (ANCHOR RODS): ASTM A194 GRADE 2H · WASHERS (AS REQUIRED): ASTM F436 TYPE 1 · LOCKING DEVICES: PAL-NUT OR SPLIT WASHER · WELDING ELECTRODES, SMAW: E70XX · WELDING ELECTRODES, FCAW: E7XT-XX 4. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED. 5. ALL BOLTS, INCLUDING U-BOLTS, SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "SNUG TIGHT" REQUIREMENTS, U.N.O. 6. ALL U-BOLTS SPECIFIED SHALL MEET THE REQUIREMENTS OF ASME B18.31.5-2011 BENT BOLTS. 7. ALL NEW BOLT ASSEMBLIES SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE END OF THE BOLT IS FLUSH WITH, OR PROTRUDES BEYOND, THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETE. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. 9. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORK LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE. 10. WELDING OF ANY KIND IS NOT PERMITTED ON SITE UNLESS SPECIFIED WITHIN THESE DRAWINGS. OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY, NO TORCH CUTTING OR OPEN FLAME IS PERMITTED ON SITE. ALL HOLES SHALL BE CUT WITH A GRINDER. ROOFING NOTES 1. THE SUBCONTRACTOR SHALL REPAIR ALL EXISTING FLOOR, ROOF, CEILING, AND WALL SURFACES AND FINISHING DISTURBED DURING CONSTRUCTION. ALL EXTERIOR FINISHES ARE REQUIRED TO RESULT IN A SMOOTH FINISH TO MATCH THE EXISTING CONDITIONS TO THE SATISFACTION OF THE OWNER. 2. PENETRATION OF THE ROOF MEMBRANE IS PROHIBITED EXCEPT WHERE DESIGNED AND WITH THE APPROVAL OF THE BUILDING OWNER OR MANAGEMENT. COORDINATE MEMBRANE REPLACEMENT AND/OR REPAIR WITH THE OWNER'S ROOFING CONSULTANT TO MAINTAIN EXISTING WARRANTY. 3. ROOFTOP HAS A SLIGHT SLOPE TOWARDS EXISTING ROOF DRAINS. ALL EXISTING ROOF DRAINS & ROOF DRAINING PATTERNS SHALL NOT BE OBSTRUCTED OR DISTURBED (VERIFY IN FIELD). ANTENNA FRAMES AND STRUCTURE SHALL BE PLUMB & LEVEL (SHIM AS REQUIRED). ALLOWABLE ANGLE COPE L 1.5xL MAX. BOLT HOLE DO NOT COPE BEYOND THIS LINE COPED ANGLE COPED ANGLE LEG 4 WORKABLE GAGES 3-1/2 3 2-1/2 2 1-3/4 G 2-1/2 2 1-3/4 1-3/8 1-1/8 1 "G" -DIMENSIONS GIVEN IN INCHES -MATCH EXISTING WHEN APPLICABLE -DIMENSIONS GIVEN IN INCHES BOLT DIAMETER STANDARD HOLE BOLT SCHEDULE 9/16 11/16 13/16 1/2 3/4 1-1/8 15/16 SHORT SLOT 9/16x11/16 11/16x7/8 13/16x1 1-1/8x1-5/16 15/16x1-1/8 MIN. EDGE DISTANCE 5/8 7/8 1 C-C SPACING 7/8 1-1/8 1-1/4 1-3/4 1-1/2 1-1/2 1-7/8 2-1/4 3 2-5/8 -SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED ON THE PLANS 5 3 HEAVY HEX NUT LOCK WASHER NEW/EXISTING CONNECTED MEMBERS STRUCTURAL BOLT TYPICAL BOLT ASSEMBLY C-C SPACING MIN. EDGE DISTANCE TYPICAL STITCH WASHER F.V. MATCH ANGLE HEIGHT MATCH ANGLE HEIGHT BOLTING DETAILS 6 3-1/2 1. ALL DIMENSIONS REPRESENTED IN THESE TABLES ARE AISC MINIMUM REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC MINIMUM REQUIREMENTS. 3. AS AN ALTERNATIVE TO USING A LOCK WASHER PAL-NUTS CAN BE INSTALLED ABOVE THE HEX NUT. ALL BOLTS MUST HAVE LOCKING DEVICES INSTALLED AS PART OF THE ASSEMBLY. 4. ADDITIONAL HARDENED FLAT WASHERS MAY BE REQUIRED IN CASES WHERE OVERSIZED OR SLOTTED HOLES ARE PRESENT. EXISTING CONDITIONS SHALL BE APPROVED BY THE EOR. RD PARTY VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA POST-INSTALLED REBAR AND/OR DOWEL INSPECTIONS PHOTOGRAPHIC DOCUMENTATION OF DRILL HOLE SIZES AND DEPTHS SHALL BE RECORDED BEFORE SETTING THE POST INSTALLED REBAR AND DOWELS WITH EPOXY/GROUT. NA CONCRETE COMP. STRENGTH & SLUMP TEST THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS PART OF THE MI REPORT. NA EARTHWORK: LIFT & DENSITY REPORT REPORT DETAILING SOIL COMPACTION TEST RESULTS TO BE INCLUDED IN THE MI REPORT. NA MICROPILE/ROCK ANCHOR MICROPILES AND ROCK ANCHORS SHALL BE INSPECTED BY A 3RD PARTY. INSPECTION SHALL VERIFY ANCHOR SIZE, STEEL GRADE, AND HOLE DEPTHS. PHOTOGRAPHIC DOCUMENTATION OF ALL MEASUREMENTS ALONG WITH THE PULL TEST RESULTS SHALL BE INCLUDED IN THE MI REPORT. NA HELICAL ANCHOR HELICAL INSTALLER SHALL SUBMIT FINAL SEALED HELICALS DESIGN, TORQUE LOGS, AND FINAL LOAD TEST RESULTS TO BE INCLUDED IN THE MODIFICATION INSPECTION REPORT. NA POST-INSTALLED ANCHOR ROD VERIFICATION POST INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED AND SHALL INCLUDE PHOTO VERIFICATION OF HOLE DEPTH, HOLE CLEANOUT AND ROUGHENING, AND EPOXY LABELING. REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA 3RD PARTY FIELD CERTIFIED WELD INSPECTION A CWI SHALL CONDUCT A VISUAL INSPECTION OF ALL FIELD WELDS IN ACCORDANCE WITH AWS D1.1. CRITICAL WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED IN THE MODIFICATION DRAWINGS. X ON-SITE COLD GALVANIZING VERIFICATION THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ON-SITE COLD GALVANIZING WAS APPLIED PER MANUFACTURER SPECIFICATIONS. NA TENSION TWIST & PLUMB DELIVERABLES THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THE STRUCTURE TWIST AND PLUMB CONDITION AS WELL AS THE WIRE TENSIONS (AS REQUIRED). REPORT SHALL INCLUDE PRE-TENSION, PLUMB & TWIST RESULTS, POST-TENSION REPORT, POST PLUMB AND TWIST REPORT, AND PHOTOS OF THE TENSION GAUGES FOR ALL GUY WIRES. X GC AS-BUILT DRAWINGS THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER STATING "INSTALLED AS DESIGNED" OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD. EOR/RFI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED. NA BOLT PRE-TENSION VERIFICATION TURN-OF-THE NUT METHOD IS THE DEFAULT METHOD FOR PRE-TENSIONING BOLTS. MATCH-MARKINGS SHALL BE PRESENT ON EACH FASTENER FOR INSPECTION PURPOSES AND SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. ALTERNATIVE PRE-TENSIONING METHODS ARE NOT ALLOWED WITHOUT PRIOR EOR CONSENT. POST-CONSTRUCTION X CONSTRUCTION COMPLIANCE LETTER A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND THESE MODIFICATION DRAWINGS, INCLUDING LISTING ADDITIONAL PARTIES TO THE MODIFICATION PROCESS. NA POST-INSTALLED ANCHOR ROD PULL TESTS POST-INSTALLED ANCHOR RODS SHALL BE TESTED BY A PULL TEST INSPECTOR AND A REPORT SHALL BE PROVIDED INDICATING TESTING RESULTS. X PHOTOGRAPHS PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI INSPECTOR. PHOTOS SHALL DOCUMENT ALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO. NA FOUNDATION SEALER PHOTOGRAPHIC DOCUMENTATION OF THE FOUNDATION SEALING SHALL BE INCLUDED IN THE MI REPORT. NA BOLT HOLE INSTALLATION VERIFICATION REPORT THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS OF 10% OF ALL NON PRE-TENSIONED BOLTS INSTALLED AS PART OF THE MODIFICATION. THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY THE BOLT HOLE SIZE AND CONDITION. THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION VERIFICATION REPORT, INCLUDING THE SUPPORTING PHOTOGRAPHS. X MI INSPECTOR REDLINE OR RECORD DRAWING(S) THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTOR'S REDLINE DRAWING AND THE ACTUAL COMPLETED INSTALLATION. *THE MI CHECKLIST SHALL BE REVIEWED PRIOR TO THE START OF CONSTRUCTION. ALL PARTIES TO THE MODIFICATION SHALL UNDERSTAND ALL REQUIREMENTS AND INSPECTION/DOCUMENTATION THAT IS APPLICABLE TO THE SCOPE OF WORK THEY ARE PERFORMING. ERRORS ON THE MI CHECKLIST SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURE/STRUCTURE OWNER AND EOR AS SOON AS POSSIBLE. MODIFICATION INSPECTION NOTES GENERAL 1. THE MI IS AN ON-SITE VISUAL AND HANDS-ON INSPECTION OF STRUCTURE MODIFICATIONS INCLUDING A REVIEW OF CONSTRUCTION REPORTS AND ADDITIONAL PERTINENT DOCUMENTATION PROVIDED BY THE GENERAL CONTRACTOR (GC), AS WELL AS ANY INSPECTION DOCUMENTS PROVIDED BY 3RD PARTY INSPECTORS. THE MI IS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE MODIFICATION DRAWINGS; IN ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS; AND AS DESIGNED BY THE ENGINEER OF RECORD (EOR). 2. NO DOCUMENT, CODE OR POLICY CAN ANTICIPATE EVERY SITUATION THAT MAY ARISE. ACCORDINGLY, THIS CHECKLIST IS INTENDED TO SERVE AS A SOURCE OF GUIDING PRINCIPLES IN ESTABLISHING GUIDELINES FOR MODIFICATION INSPECTION. 3. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, AND THE MI INSPECTOR DOES NOT TAKE OWNERSHIP OF THE MODIFICATION DESIGN. THE MI INSPECTOR SHALL INSPECT AND NOTE CONFORMANCE/NONCONFORMANCE AND PROVIDE TO THE STRUCTURE/STRUCTURE OWNER AND EOR FOR EVALUATION. 4. TO ENSURE THAT THE REQUIREMENTS OF THE MODIFICATION INSPECTION ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO OR PAYMENT IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. CONTACT LISTED ON THE TITLE SHEET SHALL BE CONTACTED IF SPECIFIC INSPECTOR CONTACT INFORMATION IS NOT KNOWN. FAILING INSPECTION CORRECTIONS 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION (“FAILED MODIFICATION INSPECTION"), THE GC SHALL WORK WITH MI INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: · CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL MODIFICATION DRAWINGS AND COORDINATE A SUPPLEMENT MODIFICATION INSPECTION. · OR, WITH STRUCTURE OWNER'S APPROVAL, THE GC MAY WORK WITH THE ENGINEER OF RECORD TO RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. SERVICE LEVEL COMMITMENT 1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING AN MI REPORT: · THE GC SHALL PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THE MI INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. · THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. · WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS. · WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY MINOR DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. · IT MAY BE BENEFICIAL TO INSTALL ALL STRUCTURE MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW THE FOUNDATION AND MODIFICATION INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT. REQUIRED PHOTOS 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: · PRE-CONSTRUCTION GENERAL SITE CONDITION · PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION ·· RAW MATERIALS ·· PHOTOS OF ALL CRITICAL DETAILS ·· FOUNDATION MODIFICATIONS ·· WELD PREPARATION ·· BOLT INSTALLATION ·· FINAL INSTALLED CONDITION ·· SURFACE COATING REPAIR · POST CONSTRUCTION PHOTOGRAPHS ·· FINAL INFIELD CONDITION · ANY OTHER PHOTOS DEEMED RELEVANT TO SHOW COMPLETE DETAILS OF THE MODIFICATIONS. 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HEWLETT PACKARD 250 E 96TH ST INDIANAPOLIS, IN 46290 BD MJS DP 2021746.MW07041A.01 DESIGN DRAWINGS PREPARED FOR: HEWLETT PACKARD SITE #: MW07041A 0 6/24/21 INITIAL RELEASE T-01 T Mobile GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TITLE SHEET 6/24/2021 - - - T Mobile CLIENT CONTACT: (317) 997-8553 INDIANAPOLIS, IN 46268 6215 MORENCI TRAIL MELISSA MORENO ENGINEER CONTACT: FOR QUESTIONS PLEASE EMAIL: GPDMODS@GPDGROUP.COM (330) 572-2100 AKRON, OH 44311 520 SOUTH MAIN STREET, SUITE 2531 GPD GROUP, INC. 2.... H2-1 16 M40 L6X6X6 .398 16.22232 .057 4.424 z 12 34476.79 141912 10.965 17.753 1 H2-1 17 M41 L6X6X6 .113 12 12 .035 12 z 29 83665.71 141912 10.965 22.86 3.... H2-1 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\...\4 Chair Mount\Chair Mount.Loaded - Extended.r3d] Page 5 4 No Ice Wind 60 deg None 8 42 5 No Ice Wind 90 deg None 4 13 6 No Ice Wind 120 deg None 8 42 7 No Ice Wind 150 deg None 8 42 8 No Ice Wind 180 deg None 4 16 9 No Ice Wind 210 deg None 8 42 10 No Ice Wind 240 deg None 8 42 11 No Ice Wind 270 deg None 4 13 12 No Ice Wind 300 deg None 8 42 13 No Ice Wind 330 deg None 8 42 14 Ice Weight None 4 21 15 Ice Wind 0 deg None 4 16 16 Ice Wind 30 deg None 8 42 17 Ice Wind 60 deg None 8 42 18 Ice Wind 90 deg None 4 13 19 Ice Wind 120 deg None 8 42 20 Ice Wind 150 deg None 8 42 21 Ice Wind 180 deg None 4 16 22 Ice Wind 210 deg None 8 42 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\...\4 Chair Mount\Chair Mount.Loaded - Extended.r3d] Page 3 36 M36 Yes ** NA ** None 37 M37 Yes ** NA ** None 38 M38 Yes ** NA ** None RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\...\4 Chair Mount\Chair Mount.Loaded - Extended.r3d] Page 2 19 M19 N25 N30 180 Proposed Hori... Beam None A36 Gr.36 Typical 20 M20 N44 N46 90 Existing Scree... Beam None A500 Gr.B... Typical 21 M21 N26 N31 90 Proposed Hori... Beam None A36 Gr.36 Typical 22 M22 N26 N25 180 Proposed Hori... Beam None A36 Gr.36 Typical 23 M23 N31 N30 90 Proposed Hori... Beam None A36 Gr.36 Typical 24 M24 N45 N47 90 Existing Scree... Beam None A500 Gr.B... Typical 25 M25 N42 N50 RIGID None None RIGID Typical 26 M26 N43 N51 RIGID None None RIGID Typical 27 M27 N34 N48 RIGID None None RIGID Typical 28 M28 N35 N49 RIGID None None RIGID Typical 29 M29 N36 N38 RIGID None None RIGID Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\...\4 Chair Mount\Chair Mount.Loaded - Extended.r3d] Page 1 .03 NC .03 NC .06 NC .06 NC Y Z X Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution .11 NC .11 NC .40 NC .40 NC Y Z X Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution 54 177 54 177 146 177 146 177 Y Z X Section Sets Proposed Horizontal Angle Proposed Kicker Angle Proposed Vertical Wall Angle Existing Screen Wall Horizontal Existing Horizontal Tube Existing Horizontal Channel Existing Vertical RIGID Member Length (in) Displayed A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A500 Gr.B Rect A36 Gr.36 A500 Gr.B Rect Y Z X Section Sets Proposed Horizontal Angle Proposed Kicker Angle Proposed Vertical Wall Angle Existing Screen Wall Horizontal Existing Horizontal Tube Existing Horizontal Channel Existing Vertical RIGID L6X6X6 HSS10X10X6 L6X6X6 HSS10X10X6 L6X6X6 HSS10X10X6 L6X6X6 HSS10X10X6 Y Z X Section Sets Proposed Horizontal Angle Proposed Kicker Angle Proposed Vertical Wall Angle Existing Screen Wall Horizontal Existing Horizontal Tube Existing Horizontal Channel Existing Vertical RIGID GPD Project #: 2021746.MW07041A.01 Rooftop/Penthouse Mounted: Structure Information Code Specifications Topographic Inputs Risk Category: Mount Centerline, z = Mount Gust Effect Factor, Gh = Number of Mount Components Proposed Horizontal Angle Proposed Kicker Angle Proposed Vertical Wall Angle Existing Screen Wall Horizontal Existing Horizontal Tube Existing Vertical 13 No Ice Wind 330 deg None 16 18 14 Ice Weight None 8 9 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\3 Gamma\Gamma Sector.Loaded.r3d] Page 3 Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Cross Bar PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 2 Offset Pipe PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 3 Mount Pipe Short PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 4 Mount Pipe Med PIPE_3.0 Nominal Beam None A53 Gr. B Typical 2.228 3.017 3.017 6.034 5 Mount Pipe Long PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 R1 N3 N12 RIGID None None RIGID Typical 2 R2 N2 N11 RIGID None None RIGID Typical 3 R4 N20 N18 RIGID None None RIGID Typical 4 R5 N19 N17 RIGID None None RIGID Typical 5 R7 N7 N14 RIGID None None RIGID Typical 6 R8 N6 N13 RIGID None None RIGID Typical 7 M1 N26 N24 Offset Pipe Beam None A53 Gr. B Typical 8 M2 N25 N23 Offset Pipe Beam None A53 Gr. B Typical 9 M3 N22 N21 Mount Pipe Med Beam None A53 Gr. B Typical 10 M4 N8 N5 Mount Pipe Lo... Beam None A53 Gr. B Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\3 Gamma\Gamma Sector.Loaded.r3d] Page 2 None None - Building None Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\3 Gamma\Gamma Sector.Loaded.r3d] Page 1 Risk Category: . Mount Centerline, z = Mount Gust Effect Factor, Gh = Number of Mount Components Cross Bar Offset Pipe Mount Pipe Short Mount Pipe Med Mount Pipe Long Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 12.5" Pipe Offset PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 2 14.0" Pipe Offset PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 3 Mount Pipe Long PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 4 Mount Pipe Short PIPE_3.0 Nominal Beam None A53 Gr. B Typical 2.228 3.017 3.017 6.034 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N3 N10 14.0" Pipe Off... Beam None A53 Gr. B Typical 2 M2 N2 N9 14.0" Pipe Off... Beam None A53 Gr. B Typical 3 M3 N7 N12 12.5" Pipe Off... Beam None A53 Gr. B Typical 4 M4 N6 N11 12.5" Pipe Off... Beam None A53 Gr. B Typical 5 M5 N18 N16 12.5" Pipe Off... Beam None A53 Gr. B Typical 6 M6 N17 N15 12.5" Pipe Off... Beam None A53 Gr. B Typical 7 M7 N14 N13 Mount Pipe Sh... Beam None A53 Gr. B Typical 8 M8 N8 N5 Mount Pipe Sh... Beam None A53 Gr. B Typical 9 M9 N4 N1 Mount Pipe Lo... Beam None A53 Gr. B Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\00_Rev 0\04_Modeling\2 Beta\Beta Sector.Loaded.r3d] Page 2 AA ADM1-10: ASD - Building AISC 14th(360-10): ASD Yes(Iterative) Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\00_Rev 0\04_Modeling\2 Beta\Beta Sector.Loaded.r3d] Page 1 Appurtenance Model 3.55 Structure Type: Structure Height, h = Mount Components Unshielded Normal Wind Force (lb/ft)* Number of Appurtenances 3.62 5.60 8.25 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\1 Alpha\Alpha Sector.Loaded.r3d] Page 4 5 No Ice Wind 90 deg None 10 5 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\1 Alpha\Alpha Sector.Loaded.r3d] Page 3 Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Horizontal Cross Bar PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 2 Connection Pipe PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 3 End Mount Pipes PIPE_2.0 Nominal Beam None A53 Gr. B Typical 1.075 .666 .666 1.331 4 Center Mount Pipe PIPE_3.0 Nominal Beam None A53 Gr. B Typical 2.228 3.017 3.017 6.034 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 R1 N4 N16 RIGID None None RIGID Typical 2 R2 N3 N15 RIGID None None RIGID Typical 3 R3 N2 N14 RIGID None None RIGID Typical 4 R4 N28 N25 RIGID None None RIGID Typical 5 R5 N27 N24 RIGID None None RIGID Typical 6 R6 N26 N23 RIGID None None RIGID Typical 7 R7 N9 N19 RIGID None None RIGID Typical 8 R8 N8 N18 RIGID None None RIGID Typical 9 R9 N7 N17 RIGID None None RIGID Typical 10 M1 N34 N32 Connection Pipe Beam None A53 Gr. B Typical 11 M2 N33 N31 Connection Pipe Beam None A53 Gr. B Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\1 Alpha\Alpha Sector.Loaded.r3d] Page 2 None None - Building None Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes No No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\...\...\04_Modeling\1 Alpha\Alpha Sector.Loaded.r3d] Page 1 . Mount Centerline, z = Mount Gust Effect Factor, Gh = Number of Mount Components Horizontal Cross Bar Connection Pipe End Mount Pipes Center Mount Pipe Height (ft) Antenna CL (ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Int/Ext C 39.4% 30.8% Marion County, IN GPD Project #: 2021746.MW07041A.01, Rev. A Not Provided GPD Site Notes II 1 Not Provided Not Provided GPD Project #: 2014767.20 83.0% 37.4% Yes Not Provided Not Provided The information contained in this summary report is not to be used independently from the PE stamped tower analysis. Design Code Used 89 (3-second gust) 1 Building 72.0' Not Provided TIA-222-G & 2014 Indiana Building Code Hewlet Packard MW07041A 6/24/2021 GPD