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Home My WebLink AboutB11-0144 N�: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES - . j� 1 v�O��. 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 #: B11-0144 Project #: PRJ11-0151 Job Address: 75 S FRONTAGE RD W VAIL Applied.....: 05/26/2011 Location......: VAIL GOLF COURSE-TEE#5 Issued.. . : 05/3112011 Parcel No....: 210106400003 OWNER VAIL COLORADO MUNICIPAL BLDG 05/26/2011 75 S FRONTAGE RD VAIL CO 81657 APPLICANT JUDGE NETT'ING, INC 05/26/2011 Phone:714-265-2200 427 EAST 17TH STREET COSTA MESA CA 92627 License: C000003174 CONTRACTOR JUDGE NETTING, INC 05/26/2011 Phone: 714-265-2200 427 EAST 17TH STREET COSTA MESA CA 92627 License:C000003174 Description: INSTALLATION OF A NEW GOLF NET ON THE SOUTH SIDE OF THE#5 TEE COMPLEX.THE NET WOULD BEGIN AT A HEIGHT OF 25 FEET AND THEN TAPER UP TO 40 FEET.THE NET WILL BE 325 FEET LONG WITH A MAXIMUM OF 50 FOOT SPACING IN BETWEEN POLES.WE WI LL BE USING PAINTED STEEL POLES,REDDEN#930 POLYESTER UV TREATED NETTING,EXTRA HIGH STRENGTH GALVANIZED CABLE, GALVANIZED BOLTS AND ATTACHMENT HARDWARE. Occupancy: Type Construction: Valuation: $39,700.00 ........�......,..............�...xx................«.......>...»,,.....,,..�.��..,.. FEE SUMMARY .�.«..�..,.,.,,.,...,,...,,...,.>..x.�,...,..............,........,.....,.....,... Building Permit-----------> $542.75 Bldg Plan Check----------> $352.79 Use Tax Fee-----------------------> $594.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Plumbin Permit--------> $0.00 Additional Fees--------------------> $0.00 9 $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $1,494.54 Payments------------------------------> $1,494.54 BALANCE DUE-----------------------> $0.00 .....�,,.,..................�.,...�.,,.._..,..,,,...,.,......,....,_,....,,.....x,........,,,....,,,......,,...�.x....�>..�...,,....,.....,...,.......>..........,>,...........>.,,.,.,.�... DECLARATIONS I hereby acknowledge that i have read this application,filled out in full the information required,completed an accurate plot plan,and state that ali 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 approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUEST OR PECTION SHALL BE ADE TWE TY-FQ�lB_HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4. M. - -�-' �%r 3i 11 Signature of Owner or Contractor D te ��i t', � �,-,�� ( Print Name combination permit_012811 �� TOWN OF VAIL, COLORADOCopy Reprinted on 05-31-2011 at 10:34:44 OS/31/2011 Statement �� Statement Number: R110000569 Amount: $1, 494 .54 05/31/201110:21 AM Payment Method:Credit Crd Init: LC Notation: ----------------------------------------------------------------------------- Permit No: B11-0144 Type: COMBINATION BLDG PERMIT Parcel No: 2101-064-0000-3 Site Address: 75 S FRONTAGE RD W VAIL Location: VAIL GOLF COURSE - TEE #5 Total Fees: $l, 4 94 .54 This Payment: $1, 494 .54 Total ALL Pmts: $1, 494 .54 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 542.75 PF 00100003112300 PLAN CHECK FEES 352.79 UT 11000003106000 USE TAX 40 594 .00 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- � ��"�° .�� , �,'�� Department of Community Development� •°_ . � � .. - 75 South Frontage Road :�.' �, �:$� '� �, " Vail,Colorado 81657 ��" t � - � .� � � . � � ;� Tel: 970-479-2128 �-,.� � '� '�� '� µ �� Web: www.vailgov.com i i. � 'f� �, Development Review Coordinator � �� , J��ltl� }.�� sF4 '' �• ��'�"" i�, e�:� "t" �^ yP b � �� BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project#: P S � � —�� Fairway Drive (Number) (Street) (Suite#) DRB#:�r �� D�a� Building/Complex Name: #5 Tee Complex, Vail Golf Course Building Permit#:�J� — D��1 y Lot#: Block# Subdivision: Contractor Information Business Name: Judge Netting Inc. Work Class: New(✓) Addition ( ) Alteration ( ) Business Address: 427 E. 17th Street, #489 Type of Building: City Costa Mesa State: C'°` Zip; 92627 Single-Family( ) Duplex( ) Multi-Family( ) Contact Name: Dan Judge Commercial( ) Other(�/)Vail golf course netting Contact Phone: �800)955-6788 Work Type: Interior( ) E�erior(✓) Both( ) Contact E-Mail: dan@judgenetting.com Valuation of Work Included Plans Included Work Contractor Registration Number: Electrical ( )Yes (�/)No ( )Yes ( )No X Mechanical ( )Yes (�/)No ( )Yes ( )No Owner/Owner's Representative Signature(Required) Plumbing ( )Yes (�/)No ( )Yes ( )No Project Information Building (�es (�No ( )Yes ( )No Owner Name: I own ot Vail Value of all work bein erformed: 39,700.00 Parcel#: Unplatted 9 P $ (value based on IBC Section 109.3&IRC Section 108.3� (For Parcel�,contact Eagle County Assessors Office at(970328-8640 or visit www.eaglecounty.us/patie) Electrical Square Footage N/A Detailed Scope and Location of Work: Installation of a new golf net on the south side of the#5 tee complex. The net would begin at a height of 25'and then taper up to 40'. The net will be 325' long with a maximum of 50'spacing in between poles. We will be using painted steel poles, Redden#930 polyester UV treated netting, extra high strength galvanized cable, galvanized bolts and attachment hardware. (use additional sheet if necessary) For Office Use Only: Date Received: � � � O � � Fee Paid: D Received From: Cash Check# MAY 2 q x�� CC: Visa/ MC Last 4 CC # exp date: Auth # TC}WN OF VAIL Ol-Jan-11 l . . .. . . . . �:-.I I „ ' . .,�i, ' '`.' �. . :,_ _ � _ i �� ,7" '. ..'L � . � -. .' � . . . '_ � ! `°'�k��rr� r :� �� ; ��.� � � Denartme�t,of.Contimunity Development�`` _,� ��n��r�,' � ��, `'� .7J South FrQntage Roaci i o � , � r �� ._ w . ,. , 3,v , , - ;- �� . ��;rt.�� Va�it;C�,orac�o� �l�a�`t �. ,r*.,' ,4;4F a �•a� � i_fi � ��471i��r� �1'��? �L{� 't'L�� -}�K.. ^`��f � '�"�� ` ��1�.`�^�yy �`yy'.�(� r: yy r!: ';� � F. N: ,r �9,��". 'Y d�t, f�'��:, �. � � ,r�w t,.��x� �F,�� ,Develor �er�# R��v�� '� � ��' s.3�{� tr ti �v� ,��. , s - � � — � < .. 1... q,�°� 4:t��" G` ��'ti s3� ' ` ,cui�'i6'�',ax '.�"��j3��'� S�i{ ,�fi��`f{9asea ��' . I . �' . .._..,t.::. ._fc�.� �� I �lJl DIfVG PERIVIIT APPLiCA�'ION � (Sepa te applications are required for alarm&sprinkler) I Project Street Address: Project#: ' Fairway Drive i � (Number) (Street) (Suite#) DRB#: i Buflding/Complex Name: #5 Tee Com lex,Vail Golf Course Building Permit#: 1 1 _..... __._ . _ _�.__.. -- ___..___ _. � .. _._ ,. . ..... _._.__.._ Lot#:_Block# Subdivision: !Contractor Information ;Business Name: Judge Netting inc. 'Work Ciass: New ✓ Addition I ( ) ( ) Alteration( ) ! 'Business Address: 427 E. 17th Street� 89 ;_._______.....____._-,-------____..___--_--_---.___�.._._..__._____...__i I ..— �Type of Building: �I City Costa Mesa State: C Z�p: 92627 {Single-Family O Duplex O Multi-Family O ' �Contact Name: Dan Judge �Commercial O Other(�/)Vail golf course netting ; :- _____._._ _ __._ .___ �___ _ _.----- !Contact Phone: �800)955-6788 �Work Type: Interior( ) Exterior(✓) Both( ) ' ,_... __._._ ____._.__ ._____----._..._ _ _.�__. � • _ __--�--_. enetting.com � Valuation of �Contr t egistration N b . : Work Included Plans Included Work �Electrical ( )Yes (�/)No ( )Yes ( )No � ;Mechanical ( )Yes (�/)No ( )Yes ( )No ;Ow epr ent re Required) 'Plumbing ( )Yes (�/)No ( )Yes ( )No � --_.._ ____----.___. _ ; _,__,.__.... _._ �._ _ ._ ' ct Informati n 'Building ( )Yes (�/)No ( )Yes ( )No � i • ; � i Un latted �Value of all work being performed: $39,700.00 ;Parcel#: P ;(value basetl on IBC Section 709.3&IRC Seclion 1D8.3� (Far Parcel#,contact Eagle County Assessors Offl e at(970-328-8640 or vlslt N/A �www.eaglecounty.us/patie) j Electrical Square Footage 1 �.: _....._.. ._ :,_.,.> . , :..:.,__ _...__._, .. .,,. ..�..___. . _:.,:., _..-._, ; Detailed Scope and Location of Work: In tallation of a new golf net on the south side of the#5 tee complex. The net � '. would begin at a height of 25'and the taper up to 40'. The net will be 325'long with a maximum of 50'spacing ' in between poles. We will be using p inted steel poles, Redden#930 polyester UV treated netting,extra high strength ; galvanized cable,galvanized bolts an attachment hardware. ;(USe additional sheet if necessary) i _ _—___ __ ---- -- . _..__ _.. _ . .__ For Officc Usc Only: Date Received: Fee Paid: Received From: i Cash Check# � CC: Visa/MC Last 4 CC# exp date: Auth# ' � O1-Jan-1 I I I HHr��,�>rt�,��':��c�,,k l�e�_�tccl�i,i.,i�. luc. �� 5Q?�Counry R��ad 15-� Glen�vood Springs,Colarado 81601 Phone:970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL F�Y:970-945-8454 , email:hpaeo@hpgeotech.com April 26, 2011 Vail Recreation District Attn: Scott O'Connell 700 South Frontage Road Vail, Colorado 81657 Job No. 111 073A Subject: Suminary of Subsurface Conditions, Explaratory Boring for Proposed Safety Netting Structure, No. 5 Tee Complex, Vail Golf Course, Vail, Colorado Dear Mr. O'Connell: As requested, Hepworth-Pawlak Geotechnical, Inc. performed subsurface exploration for the proposed safety netting structure at the subject site. The subsurface exploration was conducted in general accordance with our agreement for geotechnical engineering services to the Vail Recreation District dated April 18, 201 L The data obtained is presented in this report. Recommendations for foundation design have not been requested at this time. Proposed Construction: A safety netting structure, approximately 40 feet tall, is proposed to be constructed along the south side of the No. 5 tee complex as shown on Figure l. We understand that excavation for the proposed structure will extend at least 12 feet below the existing ground surface. Field Exploration and Subsurface Conditions: An exploratory boring was drilled at the approximate location of the proposed safety netting structure alignment as shown on Figure L The existing cart path used to access the project area was plowed, however, up to 3 feet of snow covered the ground at the proposed boring location and additional snow removal was needed prior to drilling. The boring was advanced using 4-inch diameter continuous flight auger powered by a truck-mounted CME-45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. A gaphic log of the subsoil profile encountered in the exploratory boring is presented on Figure 2. The subsoils encountered, below about 6 feet of predominantly granular fill soils, consist of relatively dense, sandy gravel and cobbles with boulders down to the � Parker 303-841-7119 • Colorado Springs 719-633-5562 • Sil��erthorne 970-468-19�39 - 2 - maximum explored depth of 21 feet where practical drilling refusal was encountered. Drilling in the existing fill was difficult due to numerous cobbles and boulders and practical drilling refusal was encountered in the deposit. Results of gradation analyses performed on samples of the subsoils (minus 1'/z inch fraction) obtained from the boring are presented on Figure 4. No free water was encountered in the boring at the time of drilling and the soils were slightly moist to moist. If you have any questions, or if we may be of further assistance, please call our office. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Qa��•flE��sl . o;Joa �. ,�.,.9 =+°�-<� r: Trevor L. Knell, P. ;o� ' . , . �';4-ZS-(� =�� . .•' Rev. by: SLP �F`rSlOiVq��N�'\� TLK/ksw Attachments Figure 1 - Location of Exploratory Boring Figure 2-Log of Exploratory Boring Figure 3 -Legend and Notes Figure 4- Gradation Test Results Job No. I 11 073A Gec�teCh APPROXIMATE SCALE: 1" = 50' PROPOSED SAFETY NETTING STRUCTURE vwL �-� GOLF NO.5 TEE COMPLEX _ .�,,,�„/�°"'� / COURSE � / _...--- . _.,-,._._ _._- . ...� _,.� _....�.--'. .�-..�--.� _.........�._.,.,�_ �r----'� _.�. - - � ��._.--...�. �.._- - i ,��,1-- � i ��----` ----_.----------_-__ _-_ � -- i � _._ ,- ��.�-- �� ♦ _____ c,aHr-''_,P_,..--._.__--- =-,"`--- ° ' - � ' . ______-------___--- ._ _— ATM / � - ---_–,__----�' BOF�ING 1 ,�.�-�'�� / � � / 1,,,,--� � � S � � � � .�' � ,, , /� '�`1 �" .�:` . � � / � / � � ..� �(�-�'� � ' ' f . / / � �1�� ` � �. � � � � i 1 1 1 �� LOT 2A � i � 1 1 1 ` � � � 1 1 � , � � � � �._._ _ ...___-'�"� 1 ` 1 �\ ♦ � � _ I � � / / �(' ` -... �---' i� � 1 1 `\ �� ' I ` I � 1 � ✓ � J PARCEL B � , COMMON ARFA I�----i � PARCEL.A I 1` 1, � 1 LOT 26 � � 1 � � 1 , � � I� 1 � � � � L.��___l.- - - --� � ' 1 FAIRWAY DRNE H 111 073A ��'teCh LOCATION OF EXPLORATORY BORING FIGURE 1 HEPWORTH-PqW�,qK GEOTECHNICA! BORING 1 ELEV.=8263.3' 0 � 28/8 � 5 100/3 5 29/12 WC=7.3 +4=28 °p•� -200=18 p., 10 F 33/12 10 W •�' W � �°� WC=4.1 � _ °� +4=31 � a °po -200=9 � � 15 p.. 70/11 w 15 � :a: °oo o:. 20 20 25 25 NOTE: Explanation of symbols is shown on Figure 3. Hp 111 073A C�U't�Ch LOG OF EXPLORATORY BORING FIGURE 2 HEPWORTH-PAWLAK GEOTECHNICA: LEGEND: FILL; silty to clayey sand and gravel with cobbles and boulders, medium dense, moist, dark brown. Rocks are angular to subangular. a . oa GRAVEL (GM); slightly silty, sandy, with cobbles and probable boulders, dense, moist, brown to light brown. � Relatively undisturbed drive sample; 2-inch I.D. California liner sample. � Drive sample; standard penetration test (SP�, 1 3/8 inch I.D. split spoon sample, ASTM D-1586. 33/12 Drive sample blow count; indicates that 33 blows of 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. � Practical driiling refusal. Where shown above the bottom of the log indicates that multiple attempts were made to advance the boring. NOTES: 1. The exploratory boring was drilled on April 20, 2011 with 4-inch diameter continuous flight power auger. 2. The location of the exploratory boring was measured approximately by pacing from features shown on the site plan provided. 3. The elevation of the exploratory boring was obtained by interpolation between contours shown on the site plan provided and checked by instrument level. Log is drawn to depth. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material rypes and transitions may be gradual. 6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve Hp 111 073A G�C',t�Ch LEGEND AND NOTES FIGURE 3 HEPWORTH-PAWLAK G:OTECHNICAL HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S.STANDARD SERIES CLEAR SQUARE OPENINGS 24 HR. 7 HR 45MIN. 15MIN. 60MIN.19MIN. 4MIN. 1MIN. k200 ♦100 aY50 F30 �116 YB #4 3/B' 3/4' 11/Y 3" 5'6' 8' 0 .. . . . . . 100 i 10 � � 90 20 .� . . � . � � �. � i i _�: . ... .. . � � 80 � gp ` � i � i Z . � . . . + 70 (� Q ao ' � Z �j � i so � � i ' Q � 50 � d Z �:. � . . - ; i 50 � U 60 �_ . ..�. . . .. . ,. . W � U � a 70 ... . . � .. . W � 30 d 80 _ i i � � 20 � � 90 i . . . . . . . . . 10 100 i ' � 0 .001 .002 .0p5 .009 .019 .037 .074 .150 .300 .6pp 1.18 2.36 475 9.5 12.5 19.0 37.5 762 127752 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GtuVEL _ FlNE MEDIUM COARSE FINE rnnacc COBBLES Gravel 28 % Sand 54 % Silt and Clay 18 % Liquid Limit % Plasticity Index % Sample of:Silry Sand and Gravel (Fill) From: Boring 1 at 6 Feet HYDROMEfER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S.STANDARD SERIES CLEAR SQUARE OPENINGS 24 HR. 7 HR 45MIN. 15M�N. 60MIN.19MIN. 4MIN. 1MIN. f200 k700 850 #30 �16 MB #4 3/8" 3la' 11/2^ 3' S'6' 8' 0 ..... �. ... . � 100 10 � 90 i 20 i . . ... . � .� 80 0 30 , ; i I z �a � a ao � ' � z W � , ; , , i 60 Q � so � ' a Z � 50 � U � � � � w � � . . � . . � . 40 V W . . . � . � � � i d �� e� � .. � . w i � � 30 a i � 80 �� = i t � . .. � . � . i .. 20 ... . i � .. � . 90 � r 1 � i 10 100 � . � � .. . 0 .�1 .� .005 .009 ,019 .0.37 .W4 .150 .300 .60p 1.18 2.36 4.75 9.5 12.5 19.0 37.5 762 127152 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT S'''N� GRAVEL FINE MEqUM COMSE FINE rneo COBBLES Gravel 31 % Sand 50 % Silt and Clay 9 % Liquid Limit % Plasticity Index °/a Sample of: Slightly Silty Sand and Gravel From: Boringl at 10 and 14 Feet, Combined Hp 111 073A C�U'teCh GRADATION TEST RESULTS FIGURE 4 HEPWOf7'H-�AWLAK G�OiECHNICAL - � Golfbali Netting Bamer Vaii Golf Club 1778 Vail Valley Drive Vail, CO � Coastal Netting Co. May 12,2011 3 Calc. Sht. � of Project No. 17934 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. ' Ail structural design not specificafly shown below is by others. ALLOW.SOIL BEARING PRESSURE See IBC, Table 1806.2, Class of MaYI No.4 Lateral bearing pressure= 150 pcf(+2x increase per IBC sec. 1806.3.4) WIND LOAD: IBC 90 MPH exp. C ��.��.,... � �o° REG �''•. .`��,o�POOA��C,ys�F�'; ��v;�'t G�;� � =� ' 35 � '� � . : . .� ,.�� .• ' ��'o S%ON A��.�'��, ''�<<.��„�•��. Gary Chubb 2011.05.16 20:18:34-05'00' Coastai-Vail G.C. Steei Pole Desis�n Pole Ht. : 40 Ft. Wind Speed = 90 MPH Pole Spacing. : 50 Ft. Exposure= C B,C, or D Calc. Sht. Z of Pole Spacing= 50 Ft. Height= 40 Ft. Net% Solid= 8 % Steel Yield Strength = 65 Ksi , Mbase= 66 K-Ft Mu= 105 K-Ft Mn= 178 K-Ft > Mu,OK . Pole Pipe Diameter, O.D. = 12.75 In. Pi e Wall Thickness= 0.250 In. Foundation Desiqn � Non-constrained flagpole type footing. ___ � Vw= 3.2 Kips _ . . Ht. to Vw=OTMNw= 20.8 Ft. ___ _ , Footing Diameter= 2.5 Ft. _ . T Footin De th = 10.5 Ft. . rY � _ 9 P . Allow. Soil Lateral Strength= 300 Pcf. _ ___ . _ Soil Lat. Str., SPc= 254 Pcf OK ..._ . _ Wind Load Wind Speed = 90 MPH ' __ . ._ Exposure= C B,C, or D __. . . Pole Spacing = 50 Ft. __. ___ Height= 40 Ft. Pole Diameter, O.D. = 12.75 In. Net%Solid = 8 % Cf, pole= 0.8 Cf, net= 1.2 Cf x Weighted Tributary width= 5.55 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 1.09 8.2 0.849 15.0 15 7.5 7.5 15-20 0.38 6.6 0.877 15.5 5 2.5 17.5 20-25 0.40 8.9 0.925 16.3 5 2.5 22.5 25-30 0.41 11.4 0.964 17.0 5 2.5 27.5 30-40 0.87 30.5 1.015 17.9 10 5 35 40-60 0.00 0.0 1.044 18.4 0 0 40 60-80 0.00 0.0 1.044 18.4 0 0 40 80-100 0.00 0.0 1.044 18.4 0 0 40 100-120 0.00 0.0 1.044 18.4 0 0 40 120-160 0.00 0.0 1.044 18.4 0 0 40 160-200 0.00 0.0 1.044 18.4 0 0 40 Totals 3.15 65.6 Coastal-Vail G.C. Determination of the Freauencv of the Pole Pole Ht. : 40 Ft. Wt of net= OA25 Psf Pole Spacing. : �50 Ft. Wt of cable= 0.205 Lbs./Ft. Calc. Sht. 3 of No. of cables 2 Tributary width of net= 50 Ft. (pole spacing) Ht. Of Pole= 40 Ft. Determination of the Velocitv Pressure, qz Wt. Of the Pole= 33.4 Lbs./Ft. qz= .00256 x Kz x Kzt x Kd x V^2 x I I = 192 I n.^4 a= 9.5 ASCE 7 TYhN B-2 Total Wt. = 1406 Lbs. zg= 900 As�E,T.e�eaz Total Mass= 43.7 Slugs z= Ht. In Ft.where qz is to be determined 1/k= 0.002485 Kz= 2.01 x(z/zg)"(2/a) ASCE 7 Table&3 ' k= 402.4 K1 = 0 ASCE 7 Fipun 8�! Period= 2.07 sec. K2= 1 ASCE7FIpuroE-4 Natural Frequency= 0.483 hz. K3= 1 ASCE7FIpuroEj Kzt= 1 Kd= 0.85 nsce i r.nb o-4 � � � ASCE 7 T�bb E-7 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 = 0.483 hz. Epole= 2.125 % gr= 4.012 Cf net= 1.2 AS�E,F�nazz I= 500 A9CE 7 Tehle&Z Cf pOle- O.� ASCE 7 Flpure&Z2 e bar= 0.2 ASCE 7 TaEle&2 .6 x h= 24 Ft. Pipe Properties z min= 15 Ft. O.D. = 12.75 z bar= 24 Ft. Wall Thk. = 0.25 b bar= 0.65 ASCE7Teb1e8-2 Steel Yield Strength= 65 Ksi a bar= 0.1538 ASCE 7 TaHe&2 C= 0.2 ASCE 7 Tede 6P I.D. = 12.25 I fl. Lz= 469.1 A= 9.8 In.^2 V= 90 MPH nxe�Fio�„ee-� S= 30.1 In.^3 Vz bar= 81.7 Ft./sec. Z= 39.1 In.^3 N1 = 2.775 I = 192 In.^4 Rn= 0.073262 r= 4.42 In. h= 40 Ft. Wt. = 33.4 Lbs./Ft. B= 50 Ft. D/t= 51.00 � L= 1.0625 Ft. WSD Information nh= 1.088277 3300/Fy= 50.76923 n6= 1.360346 Compact? No nL= 0.096777 Fb= 39 Ksi Rh= 0.544598 Fv= 26 Ksi RB= 0.482702 Allow. Shear= Fv x A= 255 Kips RI = 0.938493 LRFD Information R = 5 % 2070/Fy= 31.84615 R= 0.061159 8970/Fy= 138 Q= 0.904382 Compact? No Iz= 0.210904 Mp=Z x Fy= 2539 K-in Gf= 0.877873 Fr= Residual Stress= 10 Ksi Mr= (Fy- Fr)x S= 1655 K-in M,interp= 2380 K-in Mn = 2380 K-in �= 0.9 �Mn = 178.5 K-Ft. _ . 03-21-2012 Inspection Request Re orting Page 5 4:05 pm Vail, Cp - Citv O� Requested Inspect Date: Thursday March 22, 2012 Site Address: 75 S FRO�ITAGE RD W VAIL VAIL GOLF COURSE-TEE#5 A/P/D Information Activity: 611-0144 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: VAIL COLORADO MUNICIPAL BLDG AUTHORITY Contractor: JUDGE NETTING, INC Phone: 714-265-2200 Description: INSTALLATION OF A NEW GOLF NEl'ON THE SOU7H SIDE UF THE#5�fEE CONiPLEX. THE NET WOULD BEGIN AT A HEIGHT OF 25 FEET AND THEN TAPER UP TO 40 FEET. THE NET WILL BE 325 FEET LONG WITH A MAXIMUM OF 50 FOOT SPACING IN BETWEEN POLES. WE WILL BE USING PAINTED STEEL POLES REDDEN#930 POLYESTER UV TREATED NETTING, EXTRA HIGH STRENGTH GALVANIZED CABLE, GALVANIZED BOLTS AND ATTACHMENT HARDWARE. Requested Inspection(s) Item: 534 PLAN -FINAL C/O Requested Time: 08:00 AM Requestor: Phone: Assigned To: BGIBSON Entered By: SHANE K Action: Time Exp: ��o� RG 3/z2/i 2 Inspection Historv Item: 10 BLDG-FOOTING "`Approved" Q6/06/11 Inspectc�r: sgremmer Action: AP APPROVED Comment: 06/08/11 Inspector: JRM Action: AP APPROVED Comment: Item: 534 PLAN- FINAL C/O Item: 90 BLDG-Final *"Approved "` 03/21/12 Inspector: sgremmer Action: AP APPROVED Comment: need planning to sign off �PT131 Run Ici: 14�6z