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HomeMy WebLinkAboutB18-0125_Approved Documents_1524676351.pdf 75 South Frontage Road Construction 0West, TOWN OFVAIL B18-0125 Vail,CO 81657 Issued: 04/25/2018 TOWN OF VAIL „ Office:970.479.2139 InspectionLine:970.479.2149 Property Information Address: 2077 N FRONTAGE RDW 39 (21031230202539)(210312302025) Unit#:39 ParcelNumber: 210 31230 20 25 L egalDescription: Subdivision:BUFFERCREEK RESUB Lot:39 PT OF BK-0214 PG-0805 QCD 03-15-69 BK-0214 PG- 0806QCD 03-15-69 BK-0216 PG-0448 WD 09-19-69BK-0407PG-0798QCD 01-25-85 Contacts ContactType: Applicant FuIlName: Jason Evans Address: 3327 NorthEagle Road Suite 110-128 Meridian,ID 83646 Phone: 2088667725 ContactType: PropertyOwner FuIlName: BRANDESS ENTERPRISES LLC LAWOFFICESOF MARGARETE HANLONPC Address: Phone: None ContactType: Site Superintendent Full Name: DevonMcmurrin Address: Phone: 720-450-4264 Contractor Contractor Type: General Company: Spectrum WirelessSolutions,LLC State License#: Phone: 303-799-4994 Projectlnformation ProjeciName: Brandess Building 2017 Remove three existingSprintantennas, installthree new SprintTr-band antennas,installthree new new ProjectDescription: remote radio heads(all otheradditions,power/fiber junctioncylinders and quadplexers will be internal to the existingcabinets) Fees Paid Account:001-0000.31111.00 -Building Permit Fee FeeAmount: $111.25 Account:001-0000.31123.00 Building Plan ReviewFee FeeAmount: $72.31 Account:001-0000.31128.00 Will Call Fee(Building Scope) FeeAmount: $5.00 TotalPaid: $188.56 Conditions CONDITIONS UNDERWHICHPERMITS BECOME VOID: If construction is not begun within6 months from the date permitwas issued. If morethan5 months elapses betweeninspections. If incorrectinformationis given on the applicationat thetime the permitwas issued. 44• ChristopherJarecki-Townof Vail Building Official NOTICE:Byissuance ofthis Permittheapplicantagreesto complywithall Titlesof theTownof Vail Code and all applicableStateand Federal law.Failureto do so will void this Permitand the applicantshallforfeitall applicablefees. fp m .squared J'ENGINEERS Mount Analysis Sprint September 21, 2017 Site Name DN40XC954 Site Number DN40XC954 Client Sprint Proposed Carrier Sprint 2077 NORTH FRONTAGE ROAD Site Location VAIL,CO 81657 39.6330075 N NAD83 -106.414855 W NAD83 Structure Type Rooftop Structural Usage Ratio 1.8% Overall Result Pass* Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified TIA code requirements. The equipment mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. *REPLACE EXISTING 2"STD PIPE MOUNT W/NEW 3"STD PIPE MOUNT r��`pRp,40 IlCee k r e� w' '3527oo PictNAL msquaredeng ineers.com 1 387 CALLE AVANZADD SAN CLEMENTE, CA 92673 zp m .squared -"ENGINEERS Summary of Contents Introduction Opening Statement Project Description Criteria Conclusion Calculations Appendix A Design Tables & Resources Used Assumptions and Limitations Our structural calculations are completed assuming all information provided to m.squared Engineers is accurate and applicable to this site.For the purposes of calculations, we assume an overall structure condition of"like new"and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report m.squared Engineers should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA,RISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. m.squared Engineers is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. Page 1 m .squared - ' ENGINEERS INTRODUCTION At the request of Sprint, m.squared Engineers has performed a structural analysis for the proposed modifications. All supporting documents have been obtained from the client and are assumed to be accurate and applicable at this site. The equipment mounts were analyzed using Risa3D version 15.0.2. Supporting Documentation Antenna Loading m.squared Engineers, Construction Drawings, Dated:08/10/17 Previous Analysis Kennith Clark Associates, Dated 06/14/01 Soils Report Brandess Building,Soil Analysis, Dated: 12/22/00 PE Letter Centerline Solutions, PE Letter, Dated:07/14/14 Analysis Code Requirements Wind Speed 115 mph(Vult), 90 mph(Vasd) Wind Speed w/ice 30 mph(3-Second Gust) w/0"ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC w/Town of Vail amendments Structure Class 2 Exposure Category C Topographic Category 1 Calculated Crest Height 0 CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified TIA code requirements. The equipment mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. Page 2 _- m .squared *ENGINEERS Existing and Reserved Loading Mount QtCoax& Height (ft) y. Appurtenance Mount Type Lines Carrier 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 39.7 on Tripod 1 RRUs 800 MHz Unistrut 1 RRUs 1900 MHz 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 34.7 1 RRUs 800 MHz - Sprint 1 RRUs 1900 MHz Unistrut 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 34.5 1 RRUs 800 MHz - Unistrut 1 RRUs 1900 MHz To Be Removed Loading Mount Height (ft) Qty. Appurtenance Mount Type Lines Carrier 39.7 1 KMW ET-X-TU-42-15-37-18-iR 34.7 1 KMW ET-X-TU-42-15-37-18-iR - - Sprint 34.5 1 KMW ET-X-TU-42-15-37-18-iR Proposed Loading Mount Coax& Qty. Appurtenance Mount Type Carrier Height (ft) Lines 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 39.7 1 Optic Junction Cylinder on Tripod 1 RRUs2.5 GHz Unistrut 1 CCI HPA65R-KE4AA-K Pipe Mount 1 Power Junction Cylinder 34.7 1 Optic Junction Cylinder Unistrut - Sprint 1 RRUs 2.5 GHz 1 CCI HPA65R-KE4AA-K Pipe Mount 34.5 1 Power Junction Cylinder 1 Optic Junction Cylinder Unistrut 1 RRUs 2.5 GHz Page 3 fp m .squared cief 'ENGINEERS Final Configuration Mount ICoax& Qty. Appurtenance Mount Type Carrier Height (ft) Lines 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 1 Optic Junction Cylinder on Tripod 39.7 1 RRUs 800 MHz 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 1 Optic Junction Cylinder 34.71 RRUs 800 MHz - Sprint 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 34.5 1 Optic Junction Cylinder 1 RRUs 800 MHz 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz Structure Usages PIPE 3.0 .018 Rating= 1.8% Pass Page 4 • Envelope Only Solut ion M.SQUARED ENGINEERS New Pipe Mount ML DN40XC954 Sept 21, 2017 at 3:08 PM DN40XC954 Pipe Mount.r3d Appurtenance Wind Load Calculation Per TIA-222-G Windspeed 90 mph Exposure C Tower Type Rooftop Wind Direction Factor,Kd 0.85 Table 2-2 Gust Effect Factor,Gh 0.85 2.6.7 StructureClass 2 Centerline AGL 34.7 ft Topographic Category 1 Crest Height 0 ft Side Face Angle,0 90 degrees q,(psf) 17.85 Mount Member Shape Round Flat/Round Cf*q,(psf) 21.42 Mount Type Pipe Mount Number of Sectors 3 Carrier Sprint Input Appurtenance Information Appurtenance Name Existing/ Quantity #N1 #51 #S2 Weight Height Width Depth Ke Panel/ Shape Shape (EPA)N(ft (EPA)1(ft2) (EPA)A(ft2) (EPA)A(ft2) Fa(Front) Fa(Side) Fa(Angle) Fa(Angle) Proposed? (Ib) (in) (in) (in) TTA Front Side Normal 90° CCI HPA65R-KE4AA-K P 3.0 1 1 1 30.0 48.0 11.7 7.6 1.0 P F F 4.96 3.47 3.47 4.96 75.23 52.65 52.65 75.23 RRUs800 MHz E 3.0 1 1 1 64.0 19.0 13.0 12.2 1.0 P F F 2.06 1.93 1.93 2.06 31.23 29.31 29.31 31.23 RRUs 1900 MHz E 3.0 1 1 1 60.0 25.0 12.4 12.2 1.0 P F F 2.58 2.54 2.54 2.58 39.20 38.57 38.57 39.20 RRUs 2500 MHz P 3.0 1 1 1 71.8 18.6 15.5 9.5 1.0 P F F 2.40 1.46 1.46 2.40 36.45 22.23 22.23 36.45 PowerJunction P 3.0 1 1 1 5.0 15.4 3.2 3.2 1.0 P R R 0.25 0.25 0.25 0.25 3.84 3.84 3.84 3.84 Optic Junction P 3.0 1 1 1 5.0 11.2 3.2 3.2 1.0 P R R 0.18 0.18 0.18 0.18 2.69 2.69 2.69 2.69 Company : M.SQUARED ENGINEERS Sept 21, 2017 ''IRI A. Designer : ML 3:09 PM Number Checked By: ModelJob Name : DN40XC954 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design R... 1 M1 N11 N12 3" Std Pipe Beam None A53Gr.B Typical 2 M4 N16 N13 RIGID None None RIGID Typical 3 M5 N17 N14 RIGID None None RIGID Typical Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 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 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Dist ributed4rea(Me... Surface(P... 1 Self Weiaht DL -1 1 2 Wind Load AZI 000 OL1 1 1 3 Wind Load AZI 090 OL2 1 1 4 Service Live OL3 1 5 Service Live Eccent ri... OL4 6 Service Live Eccent ri... OL5 7 BLC 2 Transient Area. . None 1 8 BLC 3 Transient Area. . None ■ ■ 3 Load Combinations Description S... PDelta S...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1.4D Yes Y _ DL 1.4 2 1.2D + 1.6W AZI 000 Yes Y DL 1.2 0...1.6 3 1.2D + 1.6W AZI 090 Yes Y DL 1.2 0...1.6 4 1.2D+1.6W AZI 180 Yes Y DL 1.2 0...-1.6 5 1.2D+1.6W AZI 270 Yes Y DL 1.2 0...-1.6 6 1.2D + 1.0W(15mph)AZI O..Yes Y DL 1.2 0....167 0...1.6 7 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 8 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 g 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 10 1.2D + 1.0W(15mph)AZI O..Yes Y DL 1.2 0....167 0...1.6 11 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 12 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 13 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 14 1.2D + 1.0W(15mph)AZI O..Yes Y DL 1.2 0....167 0...1.6 15 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 16 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 17 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 Envelope Joint Reactions Joint X[Ib] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 1 N14 max 77.351 3 249.358 8 95.431 2 89.036 4 19.338 3 78.775 3 2 min -77.351 5 49.357 2 -95.431 4 -113.715 2 -19.338 5 -78.775 5 3 N13 max 77.345 3 249.358 6 95.425 2 89.036 2 19.336 3 78.775 5 RISA-3D Version 15.0.4 [C:\...\...\...\08-August\Sprint\DN40XC954\Risa\DN40XC954 Pipe Mount.r3d]Page 1 Company : M.SQUARED ENGINEERS Sept 21, 2017 ''IRISA Designer ML 3:09PM Checked cked By: ModeJobNumber Cl Name : DN40XC954 Envelope Joint Reactions (Continued) Joint X[Ibl LC Y MI LC Z[Ibl LC MX[Ib-ftl LC MY[Ib-ftl LC MZ[Ib-ftl LC 4 min -77.345 5 49.357 4 -95.425 4 -113.715 4 -19.336 5 -78.775 3 5 Totals: max 154.696 3 498.715 8 190.856 2 6 min -154.696 5 98.715 2 -190.856 4 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[ft] ...She...Lo... ... ... phi"P...phi"P...phi*Mn y-y[Ib-ft] phi"M Eqn 1 M1 PIPE_3.0 .018 .5 2 .005 .5 2 5377... 65205 5748.75 5748...1 H1-lb RISA-3D Version 15.0.4 [C:\...\...\...\08-August\Sprint\DN40XC954\Rise\DN40XC954 Pipe Mount.r3d]Page 2 m .squared 'ENGINEERS APPENDIX A Design Tables &Resources Page 5 8/22/2017 U.S.Seismic Design Maps U.S. Geological Survey- Earthquake Hazards Program DN40XC954 Latitude = 39.633°N, Longitude = io6.415°W Location Reference Document ,- • 2015 NEHRP Provisions - - } + ., _ • • , P'• • -- Site Class __ • D (default): Stiff Soil y T I ~{ rt -f • I - Risk Category - cupsUm••J' '•a f s` v.ail I or I I or III -. _ • Avon fr SIIverthoi .,.4, ? '•_ .74. .t 1.7I mu -410 .4',I : Oil lo,' ' . ' 'F-Int-of the H'a •Cafr'J31 F '• , ,,r.------,' '.0 .: 11 'r ' �,;. 411-.. ;:e,-7. f • _ \ . -r I . -di.,,• � f •'+k .� +r �_'-� 0 rJ �� � RJx - � ' 1 Leaflet SS= 0.324 g SMS = 0.499 g SDS= 0.333 g S1= 0.081 g SM1 = 0.194 g SD1= 0.130 g e L_ m .sq uarecl e. xY' ENGINEERS Seismic Loads Latitude and longitude were determined from existing as-builts, Sprint records, and confirmed using GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by USGS for determining seismic values within the continental US. Input data andprogram output are provided at the end of this report. Latitude: 39.633008 ° Longitude: -106.4149 ° Ss= 0.324 Site Class: D Fa= 1.54 Occupancy Category: II SMs= 0.499 Importance Factor,I: 1.00 SDs= 0.333 SeismicDesignCatagory C S1= 0.081 Amplification Factor,ap: 1.0 Fv= 2.40 ResponseFactor,Rp: 2.5 SM1 = 0.194 z= 0.5 ft SD1= 0.130 h= 0.5 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions ofASCE7-10 chapter 13. (ASCE7-10 13.3-3) Fpmin = 0.3Spsi pWp = 0.100 wp (ASCE7-10 13.3-1) F = 0.4apSDSW /1+2 z = 0.160 wp R h Use F = 0.160 w P / (ASCE7-10 13.3-2) Fpmax = 1.6S psi pWp = 0.533 wp __ m .squared *ENGINEERS Structural Analysis Sprint September 9, 2017 Site Name DN40XC954 Site Number DN40XC954 Client Sprint Proposed Carrier Sprint 2077 NORTH FRONTAGE ROAD Site Location VAIL,CO 81657 39.6330075 N NAD83 -106.414855 W NAD83 Structure Type Rooftop Structural Usage Ratio 50.1% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified TIA code requirements. The equipment mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. -7\01)0 i� c ' kwar 1°0 3527 ; _._ 111 44fr /ON AL tY msquaredeng i neers.com 1 387 CALLE AVANZADD SAN CLEMENTE, CA 92673 zp m .squared -"ENGINEERS Summary of Contents Introduction Opening Statement Project Description Criteria Conclusion Calculations Appendix A Design Tables & Resources Used Assumptions and Limitations Our structural calculations are completed assuming all information provided to m.squared Engineers is accurate and applicable to this site.For the purposes of calculations, we assume an overall structure condition of"like new"and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report m.squared Engineers should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA,RISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. m.squared Engineers is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. Page 1 m .squared - ' ENGINEERS INTRODUCTION At the request of Sprint, m.squared Engineers has performed a structural analysis for the proposed modifications. All supporting documents have been obtained from the client and are assumed to be accurate and applicable at this site. The equipment mounts were analyzed using Risa3D version 15.0.2. Supporting Documentation Antenna Loading m.squared Engineers, Construction Drawings, Dated:08/10/17 Previous Analysis Kennith Clark Associates, Dated 06/14/01 Soils Report Brandess Building,Soil Analysis, Dated: 12/22/00 PE Letter Centerline Solutions, PE Letter, Dated:07/14/14 Analysis Code Requirements Wind Speed 115 mph(Vult), 90 mph(Vasd) Wind Speed w/ice 30 mph(3-Second Gust) w/0"ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC w/Town of Vail amendments Structure Class 2 Exposure Category C Topographic Category 1 Calculated Crest Height 0 CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified TIA code requirements. The equipment mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. Page 2 _- m .squared *ENGINEERS Existing and Reserved Loading Mount QtCoax& Height (ft) y. Appurtenance Mount Type Lines Carrier 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 39.7 on Tripod 1 RRUs 800 MHz Unistrut 1 RRUs 1900 MHz 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 34.7 1 RRUs 800 MHz - Sprint 1 RRUs 1900 MHz Unistrut 1 KMW ET-X-TU-42-15-37-18-iR Pipe Mount 34.5 1 RRUs 800 MHz - Unistrut 1 RRUs 1900 MHz To Be Removed Loading Mount Height (ft) Qty. Appurtenance Mount Type Lines Carrier 39.7 1 KMW ET-X-TU-42-15-37-18-iR 34.7 1 KMW ET-X-TU-42-15-37-18-iR - - Sprint 34.5 1 KMW ET-X-TU-42-15-37-18-iR Proposed Loading Mount Coax& Qty. Appurtenance Mount Type Carrier Height (ft) Lines 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 39.7 1 Optic Junction Cylinder on Tripod 1 RRUs2.5 GHz Unistrut 1 CCI HPA65R-KE4AA-K Pipe Mount 1 Power Junction Cylinder 34.7 1 Optic Junction Cylinder Unistrut - Sprint 1 RRUs 2.5 GHz 1 CCI HPA65R-KE4AA-K Pipe Mount 34.5 1 Power Junction Cylinder 1 Optic Junction Cylinder Unistrut 1 RRUs 2.5 GHz Page 3 fp m .squared cief 'ENGINEERS Final Configuration Mount ICoax& Qty. Appurtenance Mount Type Carrier Height (ft) Lines 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 1 Optic Junction Cylinder on Tripod 39.7 1 RRUs 800 MHz 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 1 Optic Junction Cylinder 34.71 RRUs 800 MHz - Sprint 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz 1 CCI HPA65R-KE4AA-K 1 Power Junction Cylinder Pipe Mount 34.5 1 Optic Junction Cylinder 1 RRUs 800 MHz 1 RRUs 1900 MHz Unistrut 1 RRUs2.5 GHz Structure Usages L3x3x4 .501 PIPE_3.0 .241 1/4" x 8" Plate .171 P 1000 Unistrut_CFA .044 PIPE 2.0 .013 Rating= 50.1% Pass Page 4 ei op 4/ 4 -- ___ r---ogliklipp/rr Envelope Only Solut ion M2 Engineers Existing Tripod ML DN40XC954 Sept 2, 2017 at 2:01 PM DN40XC954 Tripod.r3d Appurtenance Wind Load Calculation Per TIA-222-G Windspeed 90 mph Exposure C Tower Type Rooftop Wind Direction Factor,Kd 0.85 Table 2-2 Gust Effect Factor,Gh 0.85 2.6.7 StructureClass 2 Centerline AGL 39.7 ft Topographic Category 1 Crest Height 0 ft Side Face Angle,0 90 degrees q,(psf) 18.36 Mount Member Shape Round Flat/Round Cf*q,(psf) 22.03 Mount Type Pipe Mount Number of Sectors 3 Carrier Sprint Input Appurtenance Information Appurtenance Name Existing/ Quantity #N1 #51 #S2 Weight Height Width Depth Ke Panel/ Shape Shape (EPA)N(ft (EPA)I(ft2) (EPA)A(ft2) (EPA)A(ft2) Fa(Front) Fa(Side) Fa(Angle) Fa(Angle) Proposed? (Ib) (in) (in) (in) TTA Front Side Normal 90° CCI HPA65R-KE4AA-K P 3.0 1 1 1 30.0 48.0 11.7 7.6 1.0 P F F 4.96 3.47 3.47 4.96 77.39 54.16 54.16 77.39 RRUs 800 MHz E 3.0 1 1 1 64.0 19.0 13.0 12.2 1.0 P F F 2.06 1.93 1.93 2.06 32.13 30.15 30.15 32.13 RRUs 1900MHz E 3.0 1 1 1 60.0 25.0 12.4 12.2 1.0 P F F 2.58 2.54 2.54 2.58 40.33 39.68 39.68 40.33 RRUs 2500 MHz P 3.0 1 1 1 71.8 18.6 15.5 9.5 1.0 P F F 2.40 1.46 1.46 2.40 37.50 22.86 22.86 37.50 Power Junction P 3.0 1 1 1 5.0 15.4 3.2 3.2 1.0 P R R 0.25 0.25 0.25 0.25 3.95 3.95 3.95 3.95 Optic Junction P 3.0 1 1 1 5.0 11.2 3.2 3.2 1.0 P R R 0.18 0.18 0.18 0.18 2.77 2.77 2.77 2.77 16"FRPRadome E 1.0 1 1 1 50.0 72.0 16.0 16.0 1.0 P R R 4.36 4.36 4.36 4.36 67.99 67.99 67.99 67.99 Company : M2 Engineers Sept 7, 2017 ''IRI A. Designer : ML 9:03 PM Number Checked By: ModelJob Name : DN40XC954 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design R... 1 M1 N7 N8 3" Std Pipe Beam None A53 Gr.B Tvpical 2 M2 N10 N7 w L3x3x4 Beam None A36 Gr.36 Typical 3 M3 N7 N11 L3x3x4 Beam None A36Gr.3E Typical 4 M7 N7 N16 90 L3x3x4 Beam None A36 Gr.36 Typical 5 M8 N7 N15 L3x3x4 Beam None A36 Gr.3E Typical 6 M9A N11 N15 90 .25"x8" Plate Beam None A36 Gr.36 Typical 7 M10 N15 N16 90 .25"x8" Plate Beam None A36Gr.3E Typical 8 M11 N16 N10 90 .25"x8" Plate Beam None A36 Gr.36 Typical 9 M12A N10 N11 90 .25"x8" Plate Beam None A36Gr.3E Typical Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 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 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Cold Formed Steel Properties Label E[ksi] G[ksi] Nu Therm(\1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi] 1 A653 SS Gr33 29500 11346 .3 .65 .49 33 45 F 2 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point DistributedArea(Me... Surface(P... 1 Self Weight DL -1 4 2 Wind Load AZI 000 OL1 4 1 3 Wind Load AZI 090 OL2 4 1 4 Service Live OL3 5 Service Live Eccentri... OL4 6 Service Live Eccentri... OL5 7 BLC 2 Transient Area... None 7 8 BLC 3 Transient Area... None 7 Load Combinations Description S... PDelta S...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1.4D Yes Y DL 1.4 2 1.2D + 1.6W AZI 000 Yes Yir DL 1.2 0•••1.6 3 1.2D + 1.6W AZI 090 Yes Y DL 1.2 0•••1.6 4 1.2D+1.6W AZI 180 Yes Y DL 1.2 0...-1.6 5 1.2D+1.6W AZI 270 Yes Y DL 1.2 0...-1.6 6 1.2D+1.0W(15mph)AZI O..Yes Y DL 1.2 0....167 0...1.6 7 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 8 1.2D+1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 9 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 10 1.2D+1.0W(15mph)AZI O..Yes Y DL 1.2 0....167 0...1.6 11 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 12 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 R ISA-3D Version 15.0.4 [C:\Work\M2\2017\08-August\DN40XC954\Risa\DN40XC954 Tripod.r3d] Page 1 Company : M2 Engineers Sept 7, 2017 ''IRI A Designer : ML 9:03 PM Number Checked By: ModelJob Name : DN40XC954 Load Combinations (Continued) Description S... P elta B...Fa...B...Fa...B... a... Fa...B... a... ... ... a... Fa...B... Fa_.. 13 1.2D + 1.OW(15mph)AZI..Yes Y DL1.20...-.1...0...1.6 14 1.2D+1.0W(15mph)AZI 0..Yes Y DL 1.2 0....167 0...1.6 15 1.2D + 1.0 W(15 mph)AZI..Yes Y DL 1.2 0....1670...1.6 16 1.2D+1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 17 1.2D+1.0 W(15 mph)AZI..Yes Y DL 1.2 0...-.1...0...1.6 Envelope Joint Reactions Joint X[Ib] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ft] LC MZ[Ib-ft] LC 1 N11 max 138.913 3 225.531 2 59.025 2 0 1 0 1 0 1 2 min -138.912 5 55.542 4 -175.059 4 0 1 0 1 0 1 3 N10 max 138.913 3 225.531 4 175.059 2 0 1 0 1 0 1 4 min -138.912 5 55.542 2 -59.025 4 0 1 0 1 0 1 5 N15 max 99.341 2 225.324 2 179.281 3 0 1 0 1 0 1 6 min -99.34 4 55.153 4 -63.248 5 0 1 0 1 0 1 7 N16 max 99.341 4 225.324 4 63.248 5 0 1 0 1 0 1 8 min -99.34 2 55.153 2 -179.281 3 0 1 0 1 0 1 9 Totals: max 431.048 3 655.142 1 468.168 2 10 min -431.048 5 561.55 5 -468.168 4 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[ft] ...She...Lo... ... ...phi*P...phi*P...phi*Mn y-y[lb-ft] phi*M Eqn 1 M8 L3x3x4 .501 0 2 .020 5.6..v 2 2296... 46656 1688.138 3453 H2-1 2 M7 L3x3x4 .501 0 4 .020 5.6..z 4 2296... 46656 1688.138 3453 H2-1 3 M3 L3x3x4 .492 0 2 .020 5.6.. v 2 2296... 46656 1688.138 3467 H2-1 4 M2 L3x3x4 .4925.657 4 .020 0 y 4 2296... 46656 1688.138 3467 H2-1 5 M1 PIPE_3.0 .241 0 2 .016 0 2 3016... 65205 5748.75 5748....1 H1-lb 6 M9A 1/4"x-8"... .171 8 2 .007 0 y 3 255.3...64800 337.5 1956 Hl-lb 7 M11 1/4"x 8"... .171 0 4 .007 0 v 3 255.3...64800 337.5 1956 H1-lb 8 M12A 1/4"x 8"... .168 8 2 .009 0 y 2 255.3...64800 337.5 1995 Hl-lb 9 M10 1/4"x 8"... .158 0 1 .009 0 y 2 255.3...64800 337.5 896.8...1 H1-lb Envelope AISI S100-12: LRFD Cold Formed Steel Code Checks Member Shape Cod... Loc[ft]LCShea...Loc[...DirLCphi*Pn...phi*Tn...phi*M...phi*M... Cb CmyyCmzz Eqn No Datato Print... RISA-3D Version 15.0.4 [C:\Work\M2\2017\08-August\DN40XC954\Risa\DN40XC954 Tripod.r3d] Page 2 emaope only sam mn M2 Engineers Proposed RRU Unistrut ML DN40XC954 Sept 2, 2017 at 2:08 PM DN40XC954 RRU Unistrut.r3d Appurtenance Wind Load Calculation Per TIA-222-G Windspeed 90 mph Exposure C Tower Type Rooftop Wind Direction Factor,Kd 0.85 Table 2-2 Gust Effect Factor,Gh 0.85 2.6.7 StructureClass 2 Centerline AGL 39.7 ft Topographic Category 1 Crest Height 0 ft Side Face Angle,0 90 degrees q,(psf) 18.36 Mount Member Shape Round Flat/Round Cf*q,(psf) 22.03 Mount Type Pipe Mount Number of Sectors 3 Carrier Sprint Input Appurtenance Information Appurtenance Name Existing/ Quantity #N1 #51 #S2 Weight Height Width Depth Ke Panel/ Shape Shape (EPA)N(ft (EPA)I(ft2) (EPA)A(ft2) (EPA)A(ft2) Fa(Front) Fa(Side) Fa(Angle) Fa(Angle) Proposed? (Ib) (in) (in) (in) TTA Front Side Normal 90° CCI HPA65R-KE4AA-K P 3.0 1 1 1 30.0 48.0 11.7 7.6 1.0 P F F 4.96 3.47 3.47 4.96 77.39 54.16 54.16 77.39 RRUs 800 MHz E 3.0 1 1 1 64.0 19.0 13.0 12.2 1.0 P F F 2.06 1.93 1.93 2.06 32.13 30.15 30.15 32.13 RRUs 1900MHz E 3.0 1 1 1 60.0 25.0 12.4 12.2 1.0 P F F 2.58 2.54 2.54 2.58 40.33 39.68 39.68 40.33 RRUs 2500 MHz P 3.0 1 1 1 71.8 18.6 15.5 9.5 1.0 P F F 2.40 1.46 1.46 2.40 37.50 22.86 22.86 37.50 Power Junction P 3.0 1 1 1 5.0 15.4 3.2 3.2 1.0 P R R 0.25 0.25 0.25 0.25 3.95 3.95 3.95 3.95 Optic Junction P 3.0 1 1 1 5.0 11.2 3.2 3.2 1.0 P R R 0.18 0.18 0.18 0.18 2.77 2.77 2.77 2.77 16"FRPRadome E 1.0 1 1 1 50.0 72.0 16.0 16.0 1.0 P R R 4.36 4.36 4.36 4.36 67.99 67.99 67.99 67.99 Company : M2 Engineers Sept 2,2017 ''I ISA Designer : ML2:08 PM Job Number Checked By: Model Name : DN40XC954 C Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design R... 1 M1 N10 N7 P1000 Unistrut None None A304 SS Typical 2 M2 N10 N8 RIGID None None RIGID Typical 3 M3 N7 N9 RIGID None None RIGID Typical 4 M4 N15 N12 P1000 Unistrut None None A304 SS Typical 5 M5 N15 N13 RIGID None None RIGID Typical 6 M6 N12 N14 RIGID None None RIGID Typical 7 M7 N17 N18 2" Std Pipe None None A53 Gr.B Typical 8 M8 N19 N16 RIGID None None RIGID Typical 9 M9 N20 N11 RIGID None None RIGID Typical Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(\1E...Density[Ib/i... Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .284 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .284 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .284 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .305 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .305 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .284 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .284 50 1.4 65 1.3 8 FRP 2800 425 .33 7 .07 12 1.5 30 1.2 Cold Formed Steel Properties Label _ E[ksi] G[ksi] Nu Therm(\1E5 F)Density[Ib/in^3] Yield[ksi] Fu[ksi] 1 A653 SS Gr33 29500 11346 .3 .65 .284 33 45 2 A653 SS Gr50/1 29500 11346 .3 .65 .284 50 65 3 A304 SS 29500 11346 .29 .65 .289 31.2 73.2 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point DistributedArea(Me... Surface(P... 1 Self Weight DL -1 2 2 Wind Load AZI 000 OL1 = = 2 = 11 3 Wind Load AZI 090 OL2 2 1 4 Service Live OL3 5 Service Live Eccentri... OL4 6 Service Live Eccentri... OL5 7 Seismic Load 000 ELZ 2 8 Seismic Load 090 ELX 2 9 BLC 2 Transient Area... None 3 10 BLC 3 Transient Area... None 7 Load Combinations Description So... PDelta S...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa... 1 1.4D Yes Y DL 1.4 2 1.2D+1.6W AZI O..Yes Y DL 1.2 OL1 1.6lair 11111 11= 3 1.2D + 1.6W AZI O..Yes Y DL 1.2 01-2 1.6 4 1.2D+1.6W AZI 180 Yes Y DL 1.2 OL1-1.6 5 1.2D+1.6W AZI270Yes Y DL 1.2 0L2-1.6 6 1.2D+1.0W(15m..Yes Y DL 1.2 OL1.167OL31.6 7 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL2.167 OL3 1.6 8 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL1-.167OL3 1.6 RISA-3D Version 15.0.4 [C:\...\M2\2017\08 -August\DN40XC954\Risa\DN40XC954 RRU Unist rut.r3d]Page 1 Company : M2 Engineers Sept 2,2017 ''IRI A. Designer : ML2:08 PM Job Number Checked By: Model Name : DN40XC954 Ce Load Combinations (Continued) Description So... PDelta S... BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa... 9 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL .1670L3 1.6 10 1.2D+1.0W(15m...Yes Y DL 1.2 OL1.167 0L4 1.6 11 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL2.167 OL4 1.6 12 1.2D+1.0 W(15 ...Yes Y DL 1.2 OL1-.1670L4 1.6 13 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL .1670L4 1.6 14 1.2D+1.0W(15m...Yes Y DL 1.2 OL1.167 0L5 1.6 15 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL2.167 OL5 1.6 16 1.2D+1.0 W(15 ...Yes Y DL 1.2 OL1-.1670L5 1.6 17 1.2D + 1.0 W(15 ...Yes Y DL 1.2 OL .1670L5 1.6 18 IBC 16-5 (a) Yes Y DL 1.2 ELX 1 LL .5 19 IBC 16-5 (b) Yes Y DL 1.2 ELZ 1 LL .5 20 IBC 16-7 (a) Yes Y DL .9 ELX 1 21 IBC 16-7 (b) Yes Y DL .9 ELZ 1 Envelope Joint Reactions Joint X[Ib] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ft] LC MZ[Ib-ft] LC 1 N8 max 12.277 3 31.931 4 33.228 2 -4.594 2 3.181 4 11.787 4 2 min -12.277 5 18.308 2 -9.643 4 -7.985 4 -12.025 2 6.678 2 3 N9 max 12.277 3 31.931 4 33.228 2 -4.594 2 12.025 2 -6.678 2 4 min -12.277 5 18.308 2 -9.643 4 -7.985 4 -3.181 4 -11.787 4 5 N13 max 12.278 3 31.931 2 9.645 2 -4.594 4 12.026 4 11.787 2 6 min -12.278 5 18.307 4 -33.23 4 -7.984 2 -3.182 2 6.678 4 7 N14 max 12.27 8 3 31.931 2 9.645 2 -4.594 4 3.182 2 -6.678 4 8 min -12.278 5 18.307 4 -33.23 4 -7.984 2 -12.026 4 -11.787 2 9 Totals: max 49.108 3 117.224 1 85.745 2 10 min -49.108 5 75.358 20 -85.745 4 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[ft] ...She...Lo... ... ...phi*P...phi*P...phi*Mn y-y[lb-ft] phi*M Eqn 1 M7 PIPE_2.0 .013 .5 4 .003 .5 4 3062... 32130 1871.625 1871....1 H1-lb Envelope AISI S100-12: LRFD Cold Formed Steel Code Checks Member Shape Cod... Loc[ft]LCShea...Loc[...DirLCphi*Pn...phi*Tn...phi*M...phi*M... Cb CmyyCmzz Eqn M1 P1000 Unistrut CFA .044 0 2 .018 0 y 4 12718...13466...365.828585.6351.944 .85 .85 C5.2.... M4 P1000 Unistrut_CFA .044 0 4 .018 0 y 2 12718...13466...365.828585.6351.944 .85 .85 C5.2.... RISA-3D Version 15.0.4 [C:\...\M2\2017\08 -August\DN40XC954\Risa\DN40XC954 RRU Unist rut.r3d]Page 2 m .squared 'ENGINEERS APPENDIX A Design Tables &Resources Page 5 8/22/2017 U.S.Seismic Design Maps U.S. Geological Survey- Earthquake Hazards Program DN40XC954 Latitude = 39.633°N, Longitude = io6.415°W Location Reference Document ,- • 2015 NEHRP Provisions - - } + ., _ • • , P'• • -- Site Class __ • D (default): Stiff Soil y T I ~{ rt -f • I - Risk Category - cupsUm••J' '•a f s` v.ail I or I I or III -. _ • Avon fr SIIverthoi .,.4, ? '•_ .74. .t 1.7I mu -410 .4',I : Oil lo,' ' . ' 'F-Int-of the H'a •Cafr'J31 F '• , ,,r.------,' '.0 .: 11 'r ' �,;. 411-.. ;:e,-7. f • _ \ . -r I . -di.,,• � f •'+k .� +r �_'-� 0 rJ �� � RJx - � ' 1 Leaflet SS= 0.324 g SMS = 0.499 g SDS= 0.333 g S1= 0.081 g SM1 = 0.194 g SD1= 0.130 g e L_ m .sq uarecl e. xY' ENGINEERS Seismic Loads Latitude and longitude were determined from existing as-builts, Sprint records, and confirmed using GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by USGS for determining seismic values within the continental US. Input data andprogram output are provided at the end of this report. Latitude: 39.633008 ° Longitude: -106.4149 ° Ss= 0.324 Site Class: D Fa= 1.54 Occupancy Category: II SMs= 0.499 Importance Factor,I: 1.00 SDs= 0.333 SeismicDesignCatagory C S1= 0.081 Amplification Factor,ap: 1.0 Fv= 2.40 ResponseFactor,Rp: 2.5 SM1 = 0.194 z= 0.5 ft SD1= 0.130 h= 0.5 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions ofASCE7-10 chapter 13. (ASCE7-10 13.3-3) Fpmin = 0.3Spsi pWp = 0.100 wp (ASCE7-10 13.3-1) F = 0.4apSDSW /1+2 z = 0.160 wp R h Use F = 0.160 w P / (ASCE7-10 13.3-2) Fpmax = 1.6S psi pWp = 0.533 wp °I1111 PERMIT FEE RECEIPT TOWN OF VAIL Case # B18-0125 Date Printed: 04/25/2018 TOWN OF VAIL - FEES RECEIPT Permit Summary Case Number: B18-0125 Status: Approved Permit Number: Date Started: 04/05/2018 Permit Type: Construction Subc ases Commercial Lot Number: 39 Property: 2077 N FRONTAGE RDW 39(210312302025 39)(210312302025) Contacts Contact Type: Applicant Company Name: M Squared Wireless Full Name: Jason Evans Address: 3327 North Eagle Road Suite 110-128 Meridian, ID 83646 Email: jason@msquaredwireless.com Contact Type: Property Owner Full Name: BRAN DESS ENTERPRISESLLC LAW OFFICE Address: Contact Type: Site Superintendent Company Name: Spectrum Wireless Solutions Full Name: Devon Mcmurrin Address: Email: devon.mcmurrin@spectrumwi.com Permit Fees Fee Information Account Amount Permit Fee 001-0000.31111.00 $111.25 Will Call Fee 001-0000.31128.00 $5.00 Payment Information Date Paid Payment Type Amount Will Call Fee 04/25/2018 Credit Card $5.00 Paid By: -N otes:visa-devon mcmurrin Permit Fee 04/25/2018 Credit Card $111.25 Paid By: -N otes:visa-devon mcmurrin FEE TOTAL $116.25 AMOUNT PAID $116.25 BALANCE DUE $0.00 75 South Frontage Road West,Vail,Colorado 81657 04/25/2018-11:00:29 AM-Generated by:cgodfrey 1/1