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B13-0470
6 � 01 -16 -2015 Inspection Request Re orting Page 2 4:05 pm -- -- _V_ail, -CQ - city OF - - -- Requested Inspect Date: Monday, January 19 2015 Site Address: 1775 SUNBURST DF VAIL VAIL GOLF COURSE DRIVING RANGE A /P /D Information Activity: B13 -0470 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: TOWN OF VAIL Applicant: TOWN OF VAIL Contractor: VAIL RECREATION DISTRICT Phone: 970 - 477 -5264 Description: INSTALL 11 NEW DRIVING RANGE POLES AND NETS ON THE SOUTH SIDE OF THE DRIVING RANGE AT THE VAIL GOLF COURSE. Comment: EMAILED SCOTT PERMIT EXPIRES 01/12/15 - JMONDRAGON Comment: paper submittal scanned to laserfiche and routed to F -1 - CGODFREY Reauested Inspection(s Item: 542 PLAN -FINAL Requested Time: 08:15 AM Requestor: VAIL RECREATION DISTRICT Phone: 970 - 477 -5264 Comments: 390 -9731 Assigned To: GRU / �bs Entered By: JMONDRAGON K Action: Time Exp: se 90 BLD9-Final Requested Time: 10:00 AM Request : VAIL RECREATION (STRICT Phone: 970 - 477 -5264 Comme s: 390 -9731 Assigned o: SGREMMER Entered By: JMONDRAGON K Ac on: T' Exp: Inspection History Item: 10 BLDG - FOOTING Item: 20 BLDG - Foundation /Stee Item: 70 BLDG -Misc. Item: 90 BLDG -Final Item: 542 PLAN -FINAL REPT131 Run Id: 14900 f TOWN OF VAIL ` FINAL REPORT OF SPECIAL INSPECTIONS Project: Vail Golf Driving Range Project Location: 1278 Vail Valley Drive Owner Vail Recreation District Permit Number: B13-0470 Address 700 S Frontage Road City: Vail Zip: 81657 Special Inspections Agency -Desigr+PFo€essier+alttrGhafge= GROUND Engineering Consultants, Inc. Address: PO Box 464 City: Gypsum State: CO Zip: 81637 Phone: (970) 524 -0720 Fax: (970) 524 -0721 E -mail: chris.hutto @qroundeng.com carl.henderson @groundeng.com To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. *Please see report 13 -6614 Vail Golf Replacement Summary 140224* Prepared by: Carl Henderson, P.E. T pe or Print N e Si nature 1 -16 -2015 Date -12- 38882 Preparer's Seal and Signature Required NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 'MWW OF VAIL Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13 -0470 Job Address: 1775 SUNBURST DR VAIL Location......: VAIL GOLF COURSE DRIVING RANGE Parcel No....: 210109101012 OWNER TOWN OF VAIL 10/15/2013 75 S FRONTAGE RD VAIL, CO 81657 APPLICANT TOWN OF VAIL 10/15/2013 75 S FRONTAGE RD VAIL, CO 81657 CONTRACTOR VAIL RECREATION DISTRICT 700 SOUTH FRONTAGE ROAD VAIL CO 81657 License: C000003313 Project #: PRJ13 -0222 Applied.....: 10/15/2013 Issued...: 10/23/2013 10/15/2013 Phone: 970 - 477 -5264 Description: INSTALL 11 NEW DRIVING RANGE POLES AND NETS ON THE SOUTH SIDE OF THE DRIVING RANGE AT THE VAIL GOLF COURSE. Occupancy: Type Construction: Valuation: $650,000.00 IS .................<..,,.,..................,....... ......,.............,........., FEE SUMMARY ..................................>.......... ,,...,...,.x.......x........... Building Permit ------ - - - - -> $3,946.25 Bldg Plan Check ----- - - - - -> $2,565.06 Use Tax Fee------------------ - - - - -> $12,800.00 Electrical Permit ---- - - - - -> $0.00 Elec Plan Check ------ - - - - -> $0.00 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $0.00 Mech Plan Check ---- - - - - -> $0.00 Additional Fees--------------- - - - - -> 19,316.31) Plumbing Permit --- - - - - -> $0.00 Plmb Plan Check ---- - - - - -> $0.00 Recreation Fee--------------- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $5.00 TOTAL PERMIT FEES--------- - - - - -> $0.00 Payments ------------------------------- > $0.00 BALANCE DUE ------------------------ > $0.00 DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit-012811 OViAil iv CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B13 -0470 Address: 1775 SUNBURST DR VAIL Owner: TOWN OF VAIL Location: VAIL GOLF COURSE DRIVING RANGE combination permit-012811 i INN O WAIL wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Permit #: B13 -0470 Owner: TOWN OF VAIL COURSE DRIVING RANGE REQUIRED INSPECTIONS AND STATUSES Address: 1775 SUNBURST DR VAIL Location: VAIL GOLF wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00070 BLDG -Misc. Item: 00090 BLDG -Final Item: 00542 PLAN -FINAL combination permit-012811 Department of Community Development 75 South Frontage Road TOWN OF VAIL Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: 1175 Sunburst Drive (Number) (Street) (Suite #) Building /Complex Name: Vail Golf Club Driving Range Nets Contractor Information Business Name: Vail Recreation District Business Address: 700 South Frontage Rd East City Vail State: CO Zip: 81657 Contact Name: Scott F. O'Connell Contact Phone: (970) 390 -9731 Contact E -Mail: scottoc13 @hotmail.com hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, ll t gational Building and Reside I Codes and other ordina�Town aoDlicable Owner /Owner's Representative Signature (Required) Applicant Information Applicant Name: Scott F. O'Connell Applicant Phone: (970) 390 -9731 Applicant E -Mail: soconnell @vailrec.com Project Information Town Of Vail Owner Name: Parcel #: 210109101012 (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty.us /patie) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # Auth # exp date: Project #: �o DRB #: Building Permit #: ( ` I Lot #: Block # Subdivision: Work Class: New 0 Addition 0 Alteration (') Type of Building: Single - Family 0 Duplex (0 Multi - Family (0 Commercial (0 Other � Driving Range Net Work Type: Interior O Exterior (V Both `l_J Value of all work being performed: $ 650;000 (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage N/A Detailed Scope and Location of Work: We propose to remove 11 of the existing driving range net poles located on the south side of the driving range and install new poles ranging in height from 1 00' to 130' and new netting. (use additional sheet if necessary) Date Received: Valuation of Work Included Plans Included Work Electrical (OYes (i ))No OYes ONo Mechanical OYes (i ))No OYes ONO Plumbing OYes (DNo OYes ONo Building ( Yes ONo OYes ONO $650,000 Value of all work being performed: $ 650;000 (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage N/A Detailed Scope and Location of Work: We propose to remove 11 of the existing driving range net poles located on the south side of the driving range and install new poles ranging in height from 1 00' to 130' and new netting. (use additional sheet if necessary) Date Received: Y 4 Golfball Netting Barrier Vail Golf Club 1778 Vail Valley Drive Vail, CO Coastal Netting Co. Sept. 7, 2013, rev. 9 -28 -13 Calc. Sht. I of Project No. 19347 CODE: 2009 IBC NOTE: This design is for the netting support poles and foundations only. The design of the netting and its attachment is by others. All structural design not specifically shown below is by others. ALLOW. SOIL BEARING PRESSURE See the Soils Report prepared by Ground Engineering Consultants, Inc., Job No.: 11 -6019, dated: Dec. 20, 2011. See IBC, Table 1806.2, Class of Mat'I No. 3 Lateral bearing pressure = 200 pcf (+ 2x increase per IBC sec. 1806.3.4) WIND LOAD: IBC 90 MPH exp. C OCT 15 2013 TOWN OF VAIL r= VONALt` 'S" S E P 3 0 2013 Sj3�70 Foundation Design Non - constrained flagpole type footing. Allow. Soil friction on the ftng = Steel Pole Design -130' Psf Vw = Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50.5 Ft. Height = 130 Ft. Net % Solid = 8 % Steel Yield Strength = 65 Ksi Mbase = 1041 K -Ft Mu = 1666 K -Ft �Mn = 2459 K -Ft > Mu, OK Pole Pipe Diameter, O.D. = 30 In. 457 Pipe Wall Thickness = 0.618 In. K -Ft. Foundation Design Non - constrained flagpole type footing. Allow. Soil friction on the ftng = 250 Psf Vw = 14.9 Kips Wind OTM = 1041.0 K -Ft. Ht. to Vw = OTM/Vw = 70.1 Ft. Footing Length = 8 Ft., parallel to the net Footing Width = 8 Ft., perpendicular to the net Footing Diag. Dim. = 11.3 Ft. DLRM = 460.8 K -Ft. RM, soil fric. on ends of footing = 192 K -Ft. RM, soil fric. on sides of footing = 32.0 K -Ft. RM S. F. = 1.5 RM, total = 457 K -Ft. Wind OTM - RM, total = 584.5 K -Ft. Revised OTM/Vw = 39.4 Ft. Try Footing Depth = 12 Ft. Allow. Soil Lateral Strength = 400 Pcf. Soil Lat. Str., SPc = 293 Pcf OK Wind Load Coastal - Vail Golf Club Pole Ht.: 130 Ft. Pole Spacing.: 50.5 Ft. Calc. Sht. Z of Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50.5 Ft. Height = 130 Ft. Pole Diameter, O.D. = 30 In. Net % Solid = 8 % Cf, pole = 0.8 Cf, net = 1.2 Cf x Weighted Tributary width = 6.61 Ft. Wind Shear = Vw = qz x Gf x Cf x weighted trib. width x Ht.' Overturning Moment = OTM = Vw x LA Ht. Vw OTM Kz qz Ht.' Ht.',avg. LA Ft. K K -Ft Psf Ft. Ft. Ft. 0 -15 1.30 9.7 0.849 15.0 15 7.5 7.5 15 -20 0.45 7.8 0.877 15.5 5 2.5 17.5 20 -25 0.47 10.6 0.925 16.3 5 2.5 22.5 25 -30 0.49 13.5 0.964 17.0 5 2.5 27.5 30 -40 1.03 36.1 1.015 17.9 10 5 35 40 -60 2.23 111.3 1.094 19.3 20 10 50 60 -80 2.39 167.3 1.174 20.7 20 10 70 80 -100 2.52 226.8 1.238 21.8 20 10 90 100 -120 2.63 289.1 1.291 22.8 20 10 110 120 -160 1.35 168.8 1.326 23.4 10 5 125 160 -200 0.00 0.0 1.337 23.6 0 0 130 Totals 14.85 1041.0 Coastal - Vail Golf Club Pole Ht.: 130 Ft. Pole Spacing.: 50.5 Ft. Calc. Sht. Z of 0b Coastal - Vail Golf Club Determination of the Frequency of the Pole Pole Ht.: 130 Ft. Wt of net = 0.025 Psf Pole Spacing.: 50.5 Ft. Wt of cable = 0.205 Lbs. /Ft. Calc. Sht. 3 of No. of cables 5 Tributary width of net = 50.5 Ft. (pole spacing) Ht. Of Pole = 130 Ft. Determination of the Velocity Pressure, qz Wt. Of the Pole = 194.0 Lbs. /Ft. qz = .00256 x Kz x Kzt x Kd x V 112 x I 1 = 6159 In. ^4 a = 9.5 Total Wt. = 25430 Lbs. zg = 900 Total Mass = 789.7 Slugs z = Ht. In Ft. where qz is to be determined 1/k = 0.002657 Kz = 2.01 x (z /zg) ^(2 /a) k = 376.4 K1 = 0 Period = 9.10 sec. K2 = 1 Natural Frequency = 0.110 hz. K3 = 1 Kzt = 1 Kd = 0.85 1= 1 Determination of the Gust Factor V = 90 MPH Exposure = C B,C, or D gQ = 3.4 Determination of the Force Coefficient, Cf gv = 3.4 Enet = 8 % Natural Frequency = n1 = 0.110 hz. Epole = 4.950495 % gr = 3.625 Cf net = 1.2 1= 500 Cf pole = 0.8 e bar = 0.2 .6 x h = 78 Ft. Pipe Properties z min = 15 Ft. O.D. = 30 z bar = 78 Ft. Wall Thk. = 0.618 b bar = 0.65 Steel Yield Strength = 65 Ksi a bar = 0.1538 C = 0.2 I.D. = 28.764 In. Lz = 593.9 A = 57.0 In. 112 V = 90 MPH S = 410.6 In. ^3 Vz bar = 97.9 Ft. /sec. Z = 533.6 In. ^3 N1 = 0.666 1 = 6159 In. ^4 Rn = 0.160095 r = 10.39 In. h = 130 Ft. Wt. = 194.0 Lbs. /Ft. B = 50.5 Ft. D/t = 48.54 L = 2.5 Ft. WSD Information nh = 0.670859 3300 /Fy = 50.76923 nB = 0.260603 Compact ? Yes nL = 0.043191 Fb = 42.9 Ksi Rh = 0.67005 Fv = 26 Ksi RB = 0.846735 Allow. Shear = Fv x A = 1483 Kips RI = 0.971832 LRFD Information (3 = 5 % 2070 /Fy = 31.84615 R = 0.133887 8970/Fy = 138 Q = 0.8779 Compact ? No Iz = 0.173282 Mp = Z x Fy = 34684 K -in Gf = 0.873822 Fr = Residual Stress = 10 Ksi Mr = (Fy - Fr) x S = 22581 K -in M,interp = 32780 K -in Mn = 32780 K -in � = 0.9 �Mn = 2458.5 K -Ft. � Q � 000 � 000000 °. 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Height = 120 Ft. Net % Solid = 8 % Steel Yield Strength = 65 Ksi Mbase = 827 K -Ft Mu = 1323 K -Ft �Mn = 1976 K -Ft > Mu, OK Pole Pipe Diameter, O.D. = 24 In. 385 Pipe Wall Thickness = 0.750 In. 8 Foundation Design Allow. Soil friction on the ftng = Vw = Wind OTM = Ht. to Vw = OTM/Vw = Footing Length = Footing Width = Footing Diag. Dim. _ DLRM = RM, soil Eric. on ends of footing = RM, soil fric. on sides of footing = RM S. F. _ RM, total = Wind OTM - RM, total = Revised OTM/Vw = Try Footing Depth = Allow. Soil Lateral Strength = Soil Lat. Str., SPc = Wind Load Non - constrained flagpole type footing. 250 Psf 12.8 Kips 827.0 K -Ft. 64.6 Ft. 7 Ft., parallel to the net 7 Ft., perpendicular to the net 9.9 Ft. 282.975 K -Ft. 134.75 K -Ft. 22.5 K -Ft. 1.5 Height = 293 K -Ft. 533.6 K -Ft. 41.7 Ft. 11 Ft. 400 Pcf. 385 Pcf OK Totals 12.80 827.0 Coastal - Vail Golf Club Pole Ht.: 120 Ft. Pole Spacing.: 50.5 Ft. Calc. Sht. _( 3 of Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50.5 Ft. Height = 120 Ft. Pole Diameter, O.D. = 24 In. Net % Solid = 8 % Cf, pole = 0.8 Cf, net = 1.2 Cf x Weighted Tributary width = 6.26 Ft. Wind Shear = Vw = qz x Gf x Cf x weighted trib. width x Ht.' Overturning Moment = OTM = Vw x LA Ht. Vw OTM Kz qz Ht.' Ht.',avg. LA Ft. K K -Ft Psf Ft. Ft. Ft. 0 -15 1.23 9.2 0.849 15.0 15 7.5 7.5 15 -20 0.42 7.4 0.877 15.5 5 2.5 17.5 20 -25 0.45 10.0 0.925 16.3 5 2.5 22.5 25 -30 0.47 12.8 0.964 17.0 5 2.5 27.5 30 -40 0.98 34.3 1.015 17.9 10 5 35 40 -60 2.11 105.5 1.094 19.3 20 10 50 60 -80 2.27 158.6 1.174 20.7 20 10 70 80 -100 2.39 215.0 1.238 21.8 20 10 90 100 -120 2.49 274.1 1.291 22.8 20 10 110 120 -160 0.00 0.0 1.315 23.2 0 0 120 160 -200 0.00 0.0 1.315 23.2 0 0 120 Totals 12.80 827.0 Coastal - Vail Golf Club Pole Ht.: 120 Ft. Pole Spacing.: 50.5 Ft. Calc. Sht. _( 3 of Determination of the Freauencv of the Pole Wt of net = 0.025 Psf Wt of cable = 0.205 Lbs. /Ft. No. of cables 5 2.01 x (z/zg) ^(2 /a) Tributary width of net = 50.5 Ft. (pole spacing) Ht. Of Pole = 120 Ft. Wt. Of the Pole = 186.3 Lbs. /Ft. 1 = 3705 In. ^4 Total Wt. = 22554 Lbs. Total Mass = 700.4 Slugs 1/k = 0.003473 Ft. k = 287.9 Fb = Period = 9.80 sec. Natural Frequency = 0.102 hz. Determination of the Gust Factor Exposure = C B,C, or D gQ = 3.4 z = Ht. In Ft. gv = 3.4 2.01 x (z/zg) ^(2 /a) Natural Frequency = n1 = 0.102 hz. gr = 3.605 1 1 = 500 Kd = e bar = 0.2 1 .6 x h = 72 Ft. z min = 15 Ft. z bar= 72 Ft. b bar = 0.65 Fb = a bar= 0.1538 Fv = C = 0.2 Allow. Shear = Fv x A = Lz = 584.4 LRFD Information V = 90 MPH Vz bar = 96.7 Ft. /sec. N1 = 0.616 Compact ? Rn = 0.165754 Mp = Z x Fy = h = 120 Ft. B = 50.5 Ft. L = 2 Ft. nh = 0.582232 Mn = nB = 0.245023 �= n L = 0.032487 �Mn = Rh = 0.702894 RB = 0.854853 RI = 0.978709 R= 5 % R = 0.140428 Q = 0.880477 Iz = 0.17561 Gf = 0.875132 Coastal - Vail Golf Club Pole Ht.: 120 Ft. Pole Spacing.: 50.5 Ft. Calc. Sht. 1 `� of Determination of the Velocitv Pressure. qz qz = .00256 x Kz x Kzt x Kd x V 12 x I a = 9.5 zg = 900 z = Ht. In Ft. where qz is to be determined Kz = 2.01 x (z/zg) ^(2 /a) K1 = 0 K2 = 1 K3 = 1 Kzt = 1 Kd = 0.85 1= 1 V = 90 MPH Determination of the Force Coefficient. Cf Enet = 8 % Epole = 3.960396 % Cf net = 1.2 Cf pole = 0.8 Pipe Properties O.D. = 24 Wall Thk. = 0.75 Steel Yield Strength = 65 Ksi I.D. = 22.5 In. A = 54.8 In. ^2 S = 308.8 In. ^3 Z = 405.6 In. ^3 1 = 3705 In. ^4 r = 8.22 In. Wt. = 186.3 Lbs. /Ft. D/t = 32.00 WSD Information 3300 /Fy = 50.76923 Compact ? Yes Fb = 42.9 Ksi Fv = 26 Ksi Allow. Shear = Fv x A = 1424 Kips LRFD Information 2070 /Fy = 31.84615 8970/Fy = 138 Compact ? No Mp = Z x Fy = 26362 K -in Fr = Residual Stress = 10 Ksi Mr = (Fy - Fr) x S = 16983 K -in M,interp = 26348 K -in Mn = 26348 K -in �= 0.9 �Mn = 1976.1 K -Ft. � I O � U O L N U) (A _U O (6 U U d U U) ID O a O N U Q p_ J LL i CD tll Q7 � w S d U « _ CD S t tv U * _ A2U _ Q S it ( CO U c !C ~O Y c .Q; Yli ( J U- It 0 0 0 Lo 0 0 0 0 0 0 0 0006 N V'(Oa000 D o o o o 0 0 0 0 o o D 0 0 0 6 0 0 0 0 0 0 O O O O O 0 0 N N (N N O O J 00- 0000000 �00<- OOONN'It C) Cl) U) 0 0 U7 r Cl) O r co O O 0 0 0 M M rT Uj O O J 0 0 0 u7 N N O O J O O O W ;: I- m 0 0 0 0 0 0 0 0 N Cl) t 0 0 U') LO Lr) U) 0 0 00 0 0 r- N N M M I- to - � � I N LO LO LO N N 0 0 0 0 0 0 IU) �U)0000000 - N N N N J U) M O O M I` M N" N M r- r- 0 0 N c') M D I-- LO � U7 � IT M 17 U7 t N M O- M O D W CO 6) W O O N N M M ) 0 0 0 r- - - - - r'- - O a0 M M O U7 W U7 't O O I� o M� � (V N 66 N to ti M ti M M O O J V 0 N M 0 0 N N N N O O O O O O ON N to OM 't M 00 O N (fl O 6 O 6 0 0 0 6 0 0 0 N N Cl) d• O� O N w O O IT Cl) M O O r N 00 0 00 U M 6 O t` Y O LL � � Y O M co M N U) M O — II 11 II C � L O � $ t6 tll a) U CO � (D N O O LL LL N O M U) W r co N n O Il- O r 11 11 u u C C O ~ 9 O cu (n m E U_ O cn m LL c c Y O U7 NO U� N O it 11 u c D r � O F N C O U tll CO O O _O _O C U- t O x � L Q) � -. 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II N N J_- y cu Q o Z V n LO U U Q 2 CO L L L LL LL LL LL o M O M 0 to w N 6) tl- 00 M M W I- 0 0 to co L- - V LO M CD U? 00 v) p N N M LO ON 'cr O (O Ln N N C) M N 6) N t.f) M LO M O LO LO m M Co O r p p 00 O O t` .- LO M co N O M t 00 Lo CO U') P- co O) co L O T- 0 0 C) 0 0 0 O O O O O V II 11 II II II II II II II II 11 II II II II II II II II II II II II II II II II 11 II II li a�0 �� m ca m� U J> C�m� �m �Lm�"WO NCB 0O IT U N > Ur O- U C O w O t O Y � 0 LL C O co C E z L Y r_ i 6 N O O N N x O O N z N ` i Steel Pole Design - 110° Wind Speed = 90 Coastal - Vail Golf Club Wind Speed = 90 MPH Pole Ht. : Exposure = C B,C, or D Pole Spacing. Pole Spacing = 50 Ft. Calc. Sht. of _ Height = 110 Ft. Net % Solid = 8 % 110 Steel Yield Strength = 65 Ksi Mbase = 677 K -Ft In. Mu = 1084 K -Ft �Mn = 1976 K -Ft > Mu, OK Pole Pipe Diameter, O.D. = 24 In. Cf, pole = 0.8 Pipe Wall Thickness = 0.750 In. Cf, net = 1.2 Foundation Design Non - constrained flagpole type footing. Allow. Soil friction on the ftng = 250 Psf Ft. Vw = 11.5 Kips Wind OTM = 677.5 K -Ft. Ht. to Vw = OTM/Vw = 59.1 Ft. Footing Length = 6.25 Ft., parallel to the net Vw OTM Footing Width = 6.25 Ft., perpendicular to the net Ht.',avg. Footing Diag. Dim. = 8.8 Ft. DLRM = 201.416 K -Ft. Ft. RM, soil fric. on ends of footing = 107.4219 K -Ft. 15.0 RM, soil fric. on sides of footing = 17.9 K -Ft. 15 -20 RM S. F. = 1.5 15.5 5 RM, total = 218 K -Ft. 0.44 10.0 Wind OTM - RM, total = 459.6 K -Ft. 2.5 Revised OTM/Vw = 40.1 Ft. 0.964 Try Footing Depth = 11 Ft. 27.5 Allow. Soil Lateral Strength = 400 Pcf. 17.9 Soil Lat. Str., SPc = 374 Pcf OK 40 -60 Wind Load 110 Ft. 50 Ft. Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50 Ft. Height = 110 Ft. Pole Diameter, O.D. = 24 In. Net % Solid = 8 % Cf, pole = 0.8 Cf, net = 1.2 Cf x Weighted Tributary width = 6.21 Ft. Wind Shear = Vw = qz x Gf x Cf x weighted trib. width x Ht.' Overturning Moment = OTM = Vw x LA Ht. Vw OTM Kz qz Ht.' Ht.',avg. LA Ft. K K -Ft Psf Ft. Ft. Ft. 0 -15 1.22 9.1 0.849 15.0 15 7.5 7.5 15 -20 0.42 7.3 0.877 15.5 5 2.5 17.5 20 -25 0.44 10.0 0.925 16.3 5 2.5 22.5 25 -30 0.46 12.7 0.964 17.0 5 2.5 27.5 30 -40 0.97 34.0 1.015 17.9 10 5 35 40 -60 2.10 104.8 1.094 19.3 20 10 50 60 -80 2.25 157.5 1.174 20.7 20 10 70 80 -100 2.37 213.4 1.238 21.8 20 10 90 100 -120 1.22 128.6 1.279 22.5 10 5 105 120 -160 0.00 0.0 1.291 22.8 0 0 110 160 -200 0.00 0.0 1.291 22.8 0 0 110 Totals 11.46 677.5 110 Ft. 50 Ft. Determination of the Frequency of the Pole Wt of net = 0.025 Psf Wt of cable = 0.205 Lbs. /Ft. No. of cables 5 2.01 x (z /zg) ^(2 /a) Tributary width of net = 50 Ft. (pole spacing) Ht. Of Pole = 110 Ft. Wt. Of the Pole = 186.3 Lbs. /Ft. 1 = 3705 In. ^4 Total Wt. = 20677 Lbs. Total Mass = 642.1 Slugs 1/k = 0.002675 Ft. k = 373.8 Fb = Period = 8.24 sec. Natural Frequency = 0.121 hz. Determination of the Gust Factor Exposure = C B,C, or D gQ = 3.4 z = Ht. In Ft. gv = 3.4 2.01 x (z /zg) ^(2 /a) Natural Frequency = n1 = 0.121 hz. gr = 3.653 1 1 = 500 Kd = e bar = 0.2 1 .6xh= 66 Ft. z min = 15 Ft. z bar = 66 Ft. b bar = 0.65 Fb = a bar = 0.1538 Fv = C = 0.2 Allow. Shear = Fv x A = Lz = 574.3 LRFD Information V = 90 MPH Vz bar = 95.5 Ft. /sec. N1 = 0.731 Compact ? Rn = 0.153398 Mp = Z x Fy = h = 110 Ft. B = 50 Ft. L = 2 Ft. nh = 0.643682 Mn = nB = 0.292583 � = nL = 0.039181 �Mn = Rh = 0.679852 RB = 0.830442 RI = 0.974399 (3= 5 % R = 0.130815 Q = 0.883327 Iz = 0.178176 Gf = 0.875459 Coastal - Vail Golf Club Pole Ht. : Pole Spacing. Calc. Sht. Z ` of Determination of the Velocity Pressure, gz 110 Ft. 50 Ft. qz= .00256xKzxKztxKdxVA2xI U = 9.5 zg = 900 z = Ht. In Ft. where qz is to be determined Kz = 2.01 x (z /zg) ^(2 /a) K1 = 0 K2 = 1 K3 = 1 Kzt = 1 Kd = 0.85 1= 1 V = 90 MPH Determination of the Force Coefficient, Cf Enet = 8 % Epole = 4 % Cf net = 1.2 Cf pole = 0.8 Pipe Properties O.D. = 24 Wall Thk. = 0.75 Steel Yield Strength = 65 Ksi 1. D. = 22.5 In. A = 54.8 In. ^2 S = 308.8 In. ^3 Z = 405.6 In. ^3 1 = 3705 In. ^4 r = 8.22 In. Wt. = 186.3 Lbs. /Ft. D/t = 32.00 WSD Information 3300 /Fy = 50.76923 Compact ? Yes Fb = 42.9 Ksi Fv = 26 Ksi Allow. Shear = Fv x A = 1424 Kips LRFD Information 2070 /Fy = 31.84615 8970/Fy = 138 Compact ? No Mp = Z x Fy = 26362 K -in Fr = Residual Stress = 10 Ksi Mr = (Fy - Fr) x S = 16983 K -in M,interp = 26348 K -in Mn = 26348 K -in � = 0.9 �Mn = 1976.1 K -Ft. 7 0 U � C7 `9 —N a) s 'F6 (n U _U O (6 U U a) U U) Q) O a O aD U Q J LL m 0) U_ > p_ * LL 2 a) U � (n = LL a) U Q= CO a) U - . CL U) 62- C0Y (1) 3 Y a> Q LL CDC) )OLOOOOOOOO O O N t- 0 0 0 LO 0 0 M Uo h co m O O O to LO 0 0 0 C) 0 0 0 O O N N 6 0 0 0 6 O O O O 0 Lo 0 0 0 N O O O 04 N O O to io a N 0 0 0 0 0 O O LO (o O 0 0 0 0 0 0 a N N N N It 'C C) 4 `O 00 �O�- OO OC :, C 4 -(0000 O (O I- N O O U-).. 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U C y W N y w Ill O LL c O O3 Y � E Z L d a+ (O N O O -0 Q O) N x 47 O N N N � � II x - Y O N_ x L 2 Ol 1' t3 N x t0 O 4J LO � x O f CO 0) Y x 3 O M N N Ilt LL 11 c II II II 11 II 11 II II — > Y Y Y Y (D Y Y II = N II 6 N Steel Pole Design - 100' 250 Psf Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50 Ft. Height = 100 Ft. Net % Solid = 8 % Steel Yield Strength = 65 Ksi Mbase = 549 K -Ft Mu = 878 K -Ft �Mn = 1446 K -Ft > Mu, OK Pole Pipe Diameter, O.D. = 24 In. 367 Pipe Wall Thickness = 0.560 In. Psf Ft. Ft. Ft. Foundation Design Allow. Soil friction on the ftng = Vw = Wind OTM = Ht. to Vw = OTM/Vw = Footing Length = Footing Width = Footing Diag. Dim. _ DLRM = RM, soil fric. on ends of footing = RM, soil fric. on sides of footing = RM S. F. _ RM, total = Wind OTM - RM, total = Revised OTM/Vw = Try Footing Depth = Allow. Soil Lateral Strength = Soil Lat. Str., SPc = Wind Load Non - constrained flagpole type footing. 250 Psf 10.2 Kips 549.0 K -Ft. 53.6 Ft. 5.5 Ft., parallel to the net 5.5 Ft., perpendicular to the net 7.8 Ft. 137.2594 K -Ft. 83.1875 K -Ft. 13.9 K -Ft. 1.5 1.2 156 K -Ft. 392.7 K -Ft. 38.4 Ft. 11 Ft. 400 Pcf. 367 Pcf OK Wind Speed = 90 MPH Exposure = C B,C, or D Pole Spacing = 50 Ft. Height = 100 Ft. Pole Diameter, O.D. = 24 In. Net % Solid = 8 % Cf, pole = 0.8 16.3 Cf, net = 1.2 22.5 Cf x Weighted Tributary width = 6.21 Ft. Wind Shear = Vw = qz x Gf x Cf x weighted trib. width x Ht.' Overturning Moment = OTM = Vw x LA 27.5 Ht. Vw OTM Kz qz Ht.' Ht.',avg. LA Ft. K K -Ft 17.9 Psf Ft. Ft. Ft. 0 -15 1.22 9.1 0.849 15.0 15 7.5 7.5 15 -20 0.42 7.4 0.877 15.5 5 2.5 17.5 20 -25 0.44 10.0 0.925 16.3 5 2.5 22.5 25 -30 0.46 12.7 0.964 17.0 5 2.5 27.5 30 -40 0.97 34.0 1.015 17.9 10 5 35 40 -60 2.10 104.8 1.094 19.3 20 10 50 60 -80 2.25 157.5 1.174 20.7 20 10 70 80 -100 2.37 213.5 1.238 21.8 20 10 90 100 -120 0.00 0.0 1.266 22.3 0 0 100 120 -160 0.00 00 1.266 22.3 0 0 100 160 -200 0.00 0.0 1.266 22.3 0 0 100 Totals 10.23 549.0 Coastal - Vail Golf Club Pole Ht.: 100 Ft. Pole Spacing.: 50 Ft. Calc. Sht. 3 of Determination of the Frequency of the Pole Wt of net = 0.025 Psf Wt of cable = 0.205 Lbs. /Ft. No. of cables 5 K1 = Tributary width of net = 50 Ft. (pole spacing) Ht. Of Pole = 100 Ft. Wt. Of the Pole = 140.2 Lbs. /Ft. 1 = 2834 In. 14 Total Wt. = 14197 Lbs. Total Mass = 440.9 Slugs 1/k = 0.002628 Ft. k = 380.5 Fb = Period = 6.76 sec. Natural Frequency = 0.148 hz. Determination of the Gust Factor Exposure = C B,C, or D gQ = 3.4 z = Ht. In Ft. where qz is to be determined gv = 3.4 K1 = Natural Frequency = n1 = 0.148 hz. gr = 3.706 Kzt = 1= 500 0.85 e bar= 0.2 V = .6 x h = 60 Ft. z min = 15 Ft. z bar = 60 Ft. b bar= 0.65 Fb = a bar = 0.1538 Fv = C = 0.2 Allow. Shear = Fv x A = Lz = 563.5 LRFD Information V = 90 MPH Vz bar = 94.1 Ft. /sec. N1 = 0.886 No Rn = 0.139674 20003 h = 100 Ft. B = 50 Ft. L = 2 Ft. nh = 0.723006 19276 nB = 0.361503 0.9 nL = 0.04841 1445.7 Rh = 0.651876 RB = 0.796949 RI = 0.968506 0 5 % R = 0.119573 Q = 0.88608 Iz = 0.181029 Gf = 0.875628 Coastal - Vail Golf Club Pole Ht.: 100 Ft. Pole Spacing.: 50 Ft. Calc. Sht. of Determination of the Velocity Pressure, gz qz = .00256 x Kz x Kzt x Kd x V ^2 x I a = 9.5 zg = 900 z = Ht. In Ft. where qz is to be determined Kz = 2.01 x (z/zg) ^(2 /(x) K1 = 0 K2 = 1 K3 = 1 Kzt = 1 Kd = 0.85 1= 1 V = 90 MPH Determination of the Force Coefficient, Cf Enet = 8 % Epole = 4 % Cf net = 1.2 Cf pole = 0.8 Pipe Properties O.D. = 24 Wall Thk. = 0.56 Steel Yield Strength = 65 Ksi I.D. = 22.88 In. A = 41.2 In. ^2 S = 236.1 In. ^3 Z = 307.7 In. ^3 1 = 2834 In. ^4 r = 8.29 In. Wt. = 140.2 Lbs. /Ft. DR = 42.86 WSD Information 3300 /Fy = 50.76923 Compact ? Yes. Fb = 42.9 Ksi Fv = 26 Ksi Allow. Shear = Fv x A = 1072 Kips LRFD Information 2070 /Fy = 31.84615 8970/Fy = 138 Compact ? No Mp = Z x Fy = 20003 K -in Fr = Residual Stress = 10 Ksi Mr = (Fy - Fr) x S = 12988 K -in M,interp = 19276 K -in Mn = 19276 K -in � = 0.9 �Mn = 1445.7 K -Ft. 1 7 w U O L 7u (n U U m - O (6 U U L) U d O D- O O Q) U Q Q J LL U) m > U m Q LL- CO S O a= � CO N U � (n W U - . (n F- ~ LL U) O Y N v 3 'Q > Y cn __j LL a m 00 CD O (D 00 CD o N O LL � � O cl m LL 3 S N U S O x O w v E W t0 N N � O N �? 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