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Home My WebLink AboutSP2013-13October 30, 2013 Lisa Bera Clear Wireless LLC 9801 W Higgins Rd #200 Rosemont, IL 60018 Re: Case No. SP1 3-13 To Whom It May Concern: This letter is to verify that your Site Plan Review application SP13-13, located at 1800 State Highway 26 and platted as Lot 1A, D F W Hilton Addition was approved per the attached site plan on October 28, 2013. Please find enclosed an approved site plan set for your records. I have forwarded a copy to the Building Inspection Division. No site plan approval shall be valid for a period longer than one (1) year from the date such approval is issued, unless a building permit is issued and construction is actually begun within that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained and a use commenced within that period. Approval of an application does not authorize any work in conflict with any Codes or Ordinances of the City of Grapevine Any changes to a site plan approved with a conditional use or a special use can only be approved by city council through the public hearing process. If you have any questions relative to your building permit, please contact the Plans Examiner, at (817) 410-3165. If you have any further questions regarding your site plan approval, please feel free to contact me at (817) 410-3155. Sincer ly, Susan Batte Planning Technician DFVF ,0PN1ENT SERNTICES DEPARTMENT The City of Grapevine * P.O. Box 95104 ® Grapevine, Texas 76099 * (817) 410-3154 Fax (817) 410-3018 w www.grapevinetexas.gov G AIP VINE �T x A s CITY OF GRAPEVINE SITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant: ,agent/company/contact Clear Wireless, LLC Street gins Road Suite 200 Cit / State / Zip Code oTL f ap licant/ a ent: 4osemont, 66018 Tel ho7) 993-958 ne number of applicant / a ent: ( Fax number of applicanf /agent: Email address of applicant/agent Mobile phone number of applicantlagent Applicant's interest in subject property: Telecommunication Equipment on Rooftop PART 2. PROPERTY INFORMATION Street address of subject property 1800 State Hwy. 26, Grapevine, TX 76051 Legal description of subject property (metes & bounds must be described on 8 112" x 11 " sheet) �r Size of subject property Acres Square footage Present zoning classification: Give a general description of the proposed use or uses for the proposed development: Replacing (3) obsolete antennas with new model type. Placing (3) transceivers to backside of new antennas. Replacing (3) obsolete antennas with new model type. Placing (3) transceivers to backside of new antennas. PART 3. PROPERTY OWNER INFORMATION Name Hilton nbre_rty _owLakes Street address of property owner. 1800 Texas 26 Hwy C/State /Zip Code of ropert owner., TX X6051 (817 )u 4e81pro�erty owner 444 Fax number of property owner: ❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy) ❑ Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). ❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use, can only be approved by city council throu h the public hearing process. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN e LI ern ( C Prtnt Applicant's Name: --Applicant's Signature: The State Of County Of Before Me (notary) SPi3 �; 3 on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this _ day of A.D. Notary 1WAnd For State Of Texas, ,C. ,� WE S7 -,4W -, Print Property Owner's Name: Property Owner's SlghattVe The State Of.��L County Before Me t„C „� a _ %` on this day personally appeared (notary) / (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the pur oses and consideration therein expressed. (Seal) Given under my hand and seal of office this day of JESSICA MCMINN � �...... Notary Public, State of Texas N ary n And For State Of ' z My Commission Expires +E `' .lnnunry 11. 2014 3 PTO $ Ftalu 7'he sate '71 'I'V3 lay rers0fragy, appeared tO It or P ro a=:1 - '10 OIT th'd C'et"I CW car.- .+ Car Other dOCaMarW to be the Pc7rsc"j whose name is "bs""b'd to. me "Crego" a, rrrr7E.t-,;,zryygd tome that 4g gxectrfed the same her the purposes and consiag'-nron €hamin qxpfesseo, rq 474,ument and GWRO under my hadad soa,, of ever— AD J ICA MCMI"N ESSICA MCMINN bi I 'f Texas Notary PubfiC, StaltS 0 't 101 EXPITle.saS ST" My Com;risSion EXP!r*s 0,4 I'vota n Ai\,j s�ate Cf 4 afy 11, 2014 anu S E P 20 N13 Applicant's Sivnature-, of faefistx ale , 7— on "h"'S day Pe"Sc"nady �l ma rc- mvod '0 me on the Oath of -,Soa er o,'thor to be the person wh,'Ve qms rz S, "I'-rcobed dry the fbn? �ry, ng and Me that h,3 aw'CLjad hes W4& 'k"Wo'pop res ard'onaiderl"'bil !ha,ain 0Xpr,-mStd. A0, =KAREN R. 14ASAS Notary ubkC, state of F�xplta$ iuvre C COMS,.o 05� 20' My Comillillsian No, 420565 Ak;lwy in eras PTO $ Ftalu 7'he sate '71 'I'V3 lay rers0fragy, appeared tO It or P ro a=:1 - '10 OIT th'd C'et"I CW car.- .+ Car Other dOCaMarW to be the Pc7rsc"j whose name is "bs""b'd to. me "Crego" a, rrrr7E.t-,;,zryygd tome that 4g gxectrfed the same her the purposes and consiag'-nron €hamin qxpfesseo, rq 474,ument and GWRO under my hadad soa,, of ever— AD J ICA MCMI"N ESSICA MCMINN bi I 'f Texas Notary PubfiC, StaltS 0 't 101 EXPITle.saS ST" My Com;risSion EXP!r*s 0,4 I'vota n Ai\,j s�ate Cf 4 afy 11, 2014 anu S E P 20 N13 PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Print Applicant's Name: Applicant's Signature: The State Of County Of_ Before Me on this day personally appeared (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of , A.D. Print Property Owne�r'sT ame: The State Of / C-' � S 1 County Of r r Q n'►` Before Me (notary) Notary In And For State Of Texas Property on this day personally appeared LQ`%j rt e S+0 -P P (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this CJ day of�em�f' A.D. SUSAN BATTE Notary Public State of Texas Notary An or State Of Tex Smy Comm. Expires 06-23-2017 ILLUMINATION PLAN An illumination plan to include a site photometric (including illuminated signs) and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement. I hereby acknowledge that an illumination plan has been included as a part of this submittal. Applicant Signature Date:I Property Owner Signature Date: C! 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1-866-364-8375 www.allprocgi.com * e-mail: infogallprocgi.com * Firm Reg. # 8242 April 8, 2013 Charity Grooms 9801 Higgins Road, Rosemont, IL. 60018 Ref: Clearwire Site # TX-DAL6001T12.1 (TX-DAL0006T12.1) — Hilton DFW Lakes 1800 State Highway 26 Grapevine, TX 75051 ACGI Job # 12-5842(structural) and ACGI job# 12-6869(mapping) Structural impact study of the proposed Quadpole Antennas and nRRH V2's at 108'± above ground elevation on the rooftop sled mounts Applicable codes: IBC 2006, ASCE 7-S, AISC Dear Charity: As per your request we are providing the structural load calculations and impact of the new proposed quadpole antennas and nRRH V2 radio units on rooftop sled mounts: EXISTING CLEARWIRE LOAD DESCRIPTION ELEV. LOADING TYPE AZ. TX. LINE 108' ± (3) Dualpole Antenna + (3) DAP heads 50°/140'/ 270° Existing (3) Fiber/Power cables EXISTING CLEARWIRE LOAD DESCRIPTION TO BE REMOVED ELEV. LOADING TYPE AZ. TX. LINE 108' ± (3) Dualpole Antenna + (3) DAP heads 50°/140'/ 270' Existing (3) Fiber/Power cables FINAL CLEARWIRE LOAD DESCRIPTION ELEV. LOADING TYPE AZ. TX. LINE 108' ± Proposed (3) Kathrein 84010054 Quadpole Antenna + Proposed (3) nRRHv2 with 8001b of ballast per sled 50°/140°/ 270° Proposed (3) Fiber/Power cables EXISTING OTHER LOAD DESCRIPTION ELEV. LOADING TYPE AZ. TX. LINE 108' ± (9) Sprint Panel Antennas, 48" x 6" x 8" 50°/140°/ 270° Existing (9) Lines SOURCE OF STRUCTURE DATA: Existing data is as per Hard Audit downloaded from ClearVision dated 6/20/2012 and Rooftop Mapping performed by Patrick Neshyba with Allpro Consulting Group on 4/4/2013(ACGI#12-6869). LOCATION OF NEW EQUIPMENT: The proposed Kathrein 84010054 Quadpole Antennas will be mounted on the existing 2.0" standard pipe mounts on the existing sled mount replacing the existing dual pole panel antenna. The proposed nRRHv2s will be mounted on the existing pipe mounts behind the proposed Kathrein 84010054 Quadpole Antennas. RESULTS: Based on our structural review, the proposed Kathrein 84010054 Quadpole Antennas and nRRHv2s will not be detrimental to the rooftop and is in compliance with IBC 2006. A minimum ballast weight of 8001b must be used for each sled mount. 4001b shall be placed on the front of the sled mount and a second 4001b shall be placed on the back of the sled mount. A minimum clearance of 9inches around all edges of the sled mount is required. a4- 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1-866-364-8375 www.allprocgi.com * e-mail: info@allprocgi.com * Firm Reg. # 8242 Component Checked Max Result Comments Pipe Mount Stress 0.61 Ratio = 0.61 < 1.0, OK Pipe Mount Deflection 0.23 in OK Roof Top Pressure 19.21psf < 20psf OK DISCLAIMER: This certification assumes that all structural members are in good condition. Prior to installation of any new antennas and RRHs, the contractor shall inspect the condition of all relevant members and connectors. All antenna installations are to be installed by a contractor who is experienced in similar work. The scope of this analysis does not include the loads induced during installation. All installation loads and procedures are the responsibility of the contractor. The contractor should field verify all dimensions and fit before fabrication. Please contact me if additional clarifications are needed Sincerely, Patrick Neshyba, EIT Encl: 1. Site Plan & Elevation Sketch 2. Mathcad calculation printout 3. Mapping Data •K •.;kyr � RAJ SH•SEHGAL .............................10 4/8/2013 Approved by Rajesh Sehgal, P.E. TX PE # 88639 Firm Reg. # 8242 Passed: ✓ Failed: 2/2 Z 0 W ®j W STUCTURAL ANALYSIS FOR EXISTING SLED MOUNT Site # TX-DAL6001T12.1 (TX-DAL0006T12.1) 1800 State Hwy 26, Grapevine, TX 76051. ACGI #12-5842 For: Clearwire Allpro Consulting Group, Inc. 9221 Lyndon B. Johnson Fwy., Suite 204 Dallas, TX 75243 ulfn�; �, ALLPRO CONSULTING GROUP, INC NTENNA SLED MOUNT CHECK: Site Data: Structure Type: Roof -top antenna sled mounts Wind Load: 90 mph - Exposure Category "C" Analysis Description: The scope of this analysis is to check the sled mount and local area for the wind and antenna loads. Aplicable Codes: IBC 2006, ASCE 7-5, AISC INPUT DATA -Antenna loads Data - Antenna Height: Hant 108 -ft Force Coefficient CfantP_front 1.34 CfantE front = 1.43 CfRRH:= 1.33 - Load Data- CfantP side 1.67 Cfa tEside 1.38 Proposed and existing panel antennas @ 108' Rad. Center on existing sled mount. Proposed (3) Quad Pole panel antennas - 42"x12.7"x2.8" - 1 per sector CaAaantP_front:= CfantP_fr0nt.42in• 12.7in CaAaantP_front = 4.96 ft2 Wta„tp := 351b CaAaantP_side CfantP side"42in-2.8in CaAaamP side = 1.36 It Proposed (3) RRHv2s, (1) per sector: -21.7" x 13.8" x 8.2" Front RRHv2 CaAaRRHfront:= CfRRH-21.7•in-8.2in CaAaRRHfront= 1.64 ft 2 WtRRH:= 511b. Side RRH-=2 CaAaRRHside := CfRRH•21.7-in-13.8in CaAaRRHside = 2.77 ft Existing (9) Sprint Panel anntennas - 48"x6"x8", (3) Per sector CaAaantE_front CfantE_fronf48im6in CaAaantE_side CfantE_side-48in-8in Total antenna weight: (1) Proposed Antenna + (1) RRHv2 + (3) Existing Antenna SLED MOUNT CALC-TX-DAL6001 T12. Lxmcd CaAaa,E front = 2.86 ft WtantE := 551b CaAaantE side = 3.68 ft 2 WttotAnt = 3 WtantE + WtantP + WtRRH = 251 lb WttotAnt = 251 Ib Page 2 ALLPRO CONSULTING GROUP, INC INPUT WIND LOAD PARAMETERS - 90mph Ultimate Wind Speed Exposure "C" -section 6.5.6 - ASCE7 v:= 90 mph - Basic wind speed (3 sec gust at 33'), Figure 6-1 ASCE 7 Cf := 1.2 Force coefficient, Figure 6-21, ASCE 7 Gam:=0.85 Gust response factor, Section 6.5.8. ASCE 7 Kz:= 1.28 Velocity pressure coefficient, Table 6-3 ASCE 7 (For height of 108 ft) Kzt:= I Topographic Factor, Section 6.5.7.2 ASCE 7 Kd:= 0.90 Wind Directionality Factor, Table 6-4, ASCE 7 1:=1.15 Importance factor, Table 1-1 ASCE 7 -Wind pressure- qz:= 0.00256Kz-Kzt-Kd-V2.Fpsf qz= 27.47-psf Wind load on sector mount members and pipes - Wind load on 211x2" Angle Fmemberl gz-G-Cf-tin Fmemberl = 4.67-plf Wind load on 2" Pipe Fmember2 = gz-GCf-2.375-in Fmemberl = 5.55-plf Wind load on antennas and mount frame - Front Wind Loads FantP CaAaantP_front gz.G = 115.9 lb FantP = 115.9 lb RRHv2s are mounted behind the proposed antenna and assumed to be fully shielded from front wind. FantE CaAaantE_frontgz-G = 66.781b Fanta = 66.78 lb Fant FantP + 3FantE = 316.251b Side Wind Load FantSideP CaAaantP_side-gz.0 + CaAat�Hside-gz-G = 96.43 lb FantSideP = 96.43 Ib (1007 of the RRH,72s are assumed to be exposed to side wind.) FantSideE CaAaantE side'gz-G = 85.93 lb Frame FantSideE = 85.93 lb Total Front Facing Member Lengths (Approx) Angle: Langle := 44.17ft Fangle �= Fmemberl'Langle = 206.28 lb 2" Pipe: L2pipe := 19ft Fpipe := Fmember2' L2pipe = 105.371b Sled Weight (Approx) Wtsled 5001b SLED MOUNT CALC-TX-DAL6001 T12.l.xmcd Page 3 ALLPRO CONSULTING GROUP, INC Ballast Calculations - Safty Factor SF := 1.5 Over Turning Member Moment Arms (Approx) Angle: Arma„ gle := 3.4ft Pipe: Armpipe := 6.6211 Antenna: Armant:= 7.58ft Ballas Moment Arm (Approx) Armballast 8ft ArrJnballast Fant'Armant + Fpipe'Armpipe + Fangle'Armangle — Wtsled' Ba1pT:= SF. 2 AI'Mballast BalOT = 336.76 lb Shear Fe:= 0.8 Friction Coefficient FC' (2BalOT + u`tsled + WttotAnt) Ffriction SF = 759.74 lb Ftotal Fant + Fpipe + Fangte = 627.89 lb Ftotal = 627.89 lb < 7 S 9 .i 7 41b OK Use ballast of 4001b Ballast := 4001b Rooftop Check - Sled Dimensions Lsled 7ft Ws1ed 8ft NOTE: Minimum clearance of 0.75ft on all edges of the mount required! TotalBallast + Vv'tsled + WttotAnt Pressure:= = 19.21-psf < 20p3f OK (Lsled + 1.5ft)•(Wsled + 1.5ft) SLED MOUNT CALC-TX-DAL6001 TI 2. (.xmcd Page 4 ALLPRO CONSULTING GROUP, INC Pipe Check - -Stress 90mph Ulitmate Wind- ArmantStress 5.3311 Spipe:= 0.561in3 Ipipe:= .667in4 Existing 2.0" Standard pipe (2.375" OD x 0.154") Mvast (FantP-ArmantStress) = 617.76 ft -lb Mvast Stress Stress :_ = 13.21-ksi Stressratio = 0.61 < 1.0 OK Spipe 0.6-36ksi -DEFLECTION CHECK - INPUT WIND LOAD PARAMETERS - Deflection 60mph Service Wind Exposure "C" -section 6.5.6 - ASCE7 NVQ:= 60 mph - Basic wind speed (3 sec gust at 33'), Figure 6-1 ASCE 7 Cif = 1.2 Force coefficient, Figure 6-21, ASCE 7 NGN:= 0.85 Gust response factor, Section 6.5.8. ASCE 7 KKzz:= 1.28 Velocity pressure coefficient, Table 6-3 ASCE 7 (For height of 108 ft) Kms:= I Topographic Factor, Section 6.5.7.2 ASCE 7 Kd:= 0.90 Wind Directionality Factor, Table 6-4, ASCE 7 /W1:=1,15 Importance factor, Table 1-1 ASCE 7 -Wind pressure- := 0.00256Kz.Kzt-Kd-V2.I-psf qz= 12.21-psf Wind load on antennas and mount frame - Front Wind Loads zwwl:= CaAaantP_front-gz-G = 51.51 Ib FantP = 51.51 lb RRHv2s are mounted behind the existing antenna and assumed to be fully shielded from front wind. Side Wind Load � � = CaAaantP_side-gz-G + CaAaRRHside'gz-G = 42.86 lb FantsideP = 42.861b (100& of the RRHv2s are assumed to be exposed to side wind.) SLED MOUNT CALC-TX-DAL6001T 12.I,xmcd Page 5 ALLPRO CONSULTING GROUP, INC —Deflection— LpipeDeflection 8.75ft ArmantDeflection := 5.33ft Fantp, (ArMantDeflection)3] Deflection.— = 0.23. in 3.29000ksi• Ipipe Angle := atan Deflection— 0.13 - deg LpipeDeflection RESULT: The existing rooftop is able to support the proposed antennas and RRHv2s based on the above calculated numbers. SLED MOUNT CALC-TX-DAL6001T12.1.xmcd Page 6 ALLPRO CONSULTING GROUP, INC ME ■r■r � �� qrIMF AMUR—IN"! X111rwl+r rrrt rA .•1t+�.+ '9��Ir i�„Ji�"'��}'• �rMi i� �4►� rr4.r�''+/t'M`rt� � ±:. 'r; 040�i0 Me �'i�r.rw#rr >rri Mi�w�° ��-��a+� � �� .��► � a *•s,,.s:.i�" �k,'� w•. r rspa ��rri ��asr��tr- ar, ■ r ■ riat— IN W6 7 Lot •ilii nargam�ittt �.• ,+4t . ■r1+r�t ■r r.s■r1, !�'"•�....Yoff ; ar►..+ r �#Ir+E r #MI+R•�rr11 x �•®may A ♦ t' 1�■•�rFrrtllRr.l��!#s•i*�a•�r�i�3� I■flr�ilfrrr r��t�r ' 1i #�►�.■� .:.s#anewtas�#1y%h, eairru■•t��MMi1i�t#��sw��'a'iv:�x�Rr��`�xr�li ■au■sr■■ararr MEIII�� ■ice ryr ■M�sr s1E�' � ■ }r•# ra*��fS►. ,►, ��l�il��ri��,Y� �� #�ir�•#f��aa�klAr+A 1�*►�`t ��*��z`��c R !i fe' ■a+JEi1*s. •iii *try �+♦ ✓�i'�Q'i°E►,. � i■■1i° fir# ��rR ^afa�r� 9:RR�■ �If�ar",s#+•s ,�L�L►i.s s +,• ni*,1iak?..*.# Pa.liyfrF•asfit4�•�ti,fsr} siwC*�•+aa'� r -TrrrIN llool■i�# violit '"s41►A' °1r� r -•! *ngv"P- ,*. i Iw ■■� Y! ,�"A6..'A■�'��J�•Ik'ar'.�#!#MI1k►YM■€ aiilEiiti►s'�it r• � v► :1►�'�4.1 e WON 1. 4 �M 4+�►�i� C � �do�urs;ir� �,r,( e�`i �a+ r � ��/� ��)�r may..• r+r 1`��i�r ■•„rir�� !� �i.,{'{��i**�awi ',s'*�* �/j," �■�1r�IfY �il� `"�[4 ��ltf*■+I.di►�.firflx_.. iM�i�r fr, ■ �Rf31 � ift" #I! �!'Ni t►' tM,r�iw *_I A T'• #:. l■11■Rlr.il' �lirilrM'i# r ' .•1 w*a +.��;�ti.� t� A A iii_jar r *fi,�Mr'�s4�3w �v {me<�.�+i+, '#lf.,.,#''#'`.xi3c'i,�}�aw't► i1�71.�•I^ienYvlt+r"+ytMl ■■0WEV ; .w AMnA1i,g4 rft.A ek1 Shy i1 1MM�A'!#1�"•s r[{�'�M►��w�frt.cs�,#,il�vr�+:'!ry' '` :"��a:a--�!� R a • f • :, F • a • f a- • f t ♦• •f f • �. e. +` r SLED MOUNT CALC-TX-DAL6001T 12.Lxmcd Page 7 ALLPRO CONSULTING GROUP, INC Figure 6-21- Force Coeffecients (0) Other Structures - Method 2 All Heights Figure fy-211 Force CoeMc1cutsC(Chimneys, 'ranks., Rooftop I Eamiument. & Similar Structio Notts: 1. The design wind force shall be. calculated based on the area of the structure projected on a plant normal to the wind direction. The form shall be assumed to act parallel to the wind direction. 2. Linear interpolation is permitted for &D values other than shown. I Notation: D. diameter of circular cross -:section and least horizontal dimension of square, hexagonal or Octagonal cross-sections at elevation under consideration, in fect (meters); D1- depth of protruding elements such as ribs and spoilers, in feet (meters), and h: height of structure, in feet (Dieters); and q.- velocity pressure evatuated at height z above ground, in pounds per square foot (N/m2). SLED MOUNT CALC-TX-DAL6001 TI 2. I.xmcd Page 8 Type of Surface h/D 1 7 25 Square (wind'aormal to face) All 1.3 1. 2-0 Square (wind along diagonal) All Lo Lf 1.5 Hexagonal or octagonal All 1.0 1.2 to Round (D-Vlq-, > 2.,5) Moderately, smooth 0.5 0.6 03 Rough (WD - 0,02) 03 0.8 03 (D f q, > 5.3, D in m, qz in Nltn) —Very— — rough. (WD - 0,08) 0.8 1.0 0.2 Round (Dfqz :5 2-5) (D. < 5.3, Din M, q- in NIM 2 All 0.7 03 11 Notts: 1. The design wind force shall be. calculated based on the area of the structure projected on a plant normal to the wind direction. The form shall be assumed to act parallel to the wind direction. 2. Linear interpolation is permitted for &D values other than shown. I Notation: D. diameter of circular cross -:section and least horizontal dimension of square, hexagonal or Octagonal cross-sections at elevation under consideration, in fect (meters); D1- depth of protruding elements such as ribs and spoilers, in feet (meters), and h: height of structure, in feet (Dieters); and q.- velocity pressure evatuated at height z above ground, in pounds per square foot (N/m2). SLED MOUNT CALC-TX-DAL6001 TI 2. I.xmcd Page 8 ALLPRO CONSULTING GROUP, INC Section 6.5.8 - Gust Effect Factor 6.5.8 Gust Effect Factor. 6.5.8.1 Rigid Structures. For rigid structures as, defined in Sec- tion 6.2, the. gast-effect factor shall be taken as 0,85 or calculated by the formula: G = 0.925(1 + l3g,21�-Q) (6-4) ( I + 1, =C (�3 (&5) In SE 1# c 7 z where I. = the intensity of turbulence at height 1 where the equivalent height of the structure defiried as 0.6h, but not less than zti, for all building heights h - znj, and c are listed for each exposure in Table 6-2; gg and g, shall be, taken as 14. The background response Q is given by Section 6.5.7.2 - Topographic Factor 6.5.7.2 'fopWaphic Factor. The wind speed-up effect Shall be Included in the calculation of design wind loads by using the factor K..,: K, = 0 + KikK3 )2 (6-3) where K I, K2, and K3 are. given in Fig. 6-4. If site conditions and locations of souctures do not meet all the conditions specified in Section 6.5.7.1 then K,,, = 1. 0, SLED MOUNT CALC-TX-DAL6001 TI 2. I.xmcd Page 9 ALLPRO CONSULTING GROUP, INC Table 6-3 - Velocity Pressure Exposure Coeffecients (Kz) Velocity Pressure Exposure Coefficients, Kh and Table 6-3 Height above Exposure (Note 1) ground level, z C D It (in) Case I Case 2 Cases I & 2 Cases l& 2 4-.1 ? 0,70 0,57 0.85 1.03 16.1) 0.90 1.08 25 (7:6j 0,70 0.66 0.94 1,12 30 -46 t!Ll') . ...... 40,70 0-70 0,9141,16 50 (15,2) 0.81 11 2 11 7 0''85 US . ... ... ... 70 (21.3) 0.99 0,89 . ... 1.17 1,34 8027. 0.93 0,93 1,21 1,38 (4) 44 ---1-24 1,40 100 0,99 4.94 1426 I 12 J36,6 1.04 "T"O' 1.04 1,31 1.48 140 42,7) ( 4'09 136 L52 160 kL 1,13 -7- 1.13 139 1,55 M 54'gA7 1 1,17 1-41 1.59 200�10 1,20 1,20 1A6 1.61 250 --(L6.-2) 1-2g 1 �28 1 1,68 300 (91A) 1,35 1.15 1.59 1.73 350 6- '121.9 1.47 L47 1,691.82 X550 (137,2) 1.52 1.52 500 (152-4) 1-56 1.77T-4-89 Notes - 1. Case I., a. All components and cladding, b. Main wind force rcsistiag system in low-rise buildings designed using Figure 6-1(1. Case 2.- a- All main wand force resisting system- in buildings cxccpt those in low-rise buildings dcsigned using Figure 6-10. b, Ml main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient K, may be determined from the following forniula: For 15 ft.5 z < z.1 For z < 15 ft. K, = 2.O 1 (z4,d"� K, =10 t (I 5;`z,)Va Now: zshaII not be taken less than 30 feet for Case I in exposure B, I C4and 7,amtabulated inTable 6-1 4. Linear interpolation for intermediate vaitics of height z is acccptable. 5. Exposure categories are defined in 6-5.6, SLED MOUNT CALC-TX-DAL6001 T12. I.xmcd Page 10 ALLPRO CONSULTING GROUP, INC Table 6-4 - Wind Directionality Factor (Kd) Structure Type Directionality Factor Kd* Buildings Main Wind Force Resisting System 0.85 Components and Cladding 0.85 ArcW Roofs 0.85 Chimneys, Tanks, and Similar Structures Square Hexagonal 0-90 Round 0.95 0,95 Solid Signs 0.85 Open Signs and Lattice Framework 0.85 Trussed Towers Triangular, square, rectangular 0.85 All other cross sections 195 *Directionality Factor Kd has been calibrated with combination, s of loads specified in Section, 2, This factor sball only be applied when used in conjunction with load combinations specified in 23 and 2.4. SLED MOUNT CALC-TX-DAL6001 T 12. I.xmcd Page 1 I ALLPRO CONSULTING GROUP, INC Table 1-1- Occupancy Category TABLE 1-1 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES FOR FLOOD, WIND, SNOW, EARTHQUAKE, AND ICE LOADS t�scvnenayy � Buildingsther structures that represent s low hazard to human life in the event of failure, including, but not timireci tcr� rAgricultural facilities • Csrtain tewortry facilities A9irsor storage facilities. All buildings and outer structures except those lasted in Occupancy Categories 1, lit, and IV BItfins end otherstructures that tepreseat a substantial hazard to human life in the event of failure, --- including, but not limited to: gi '��Svildings and other structures where more than 300 people congregate in one area 4,' Buildings and other structures with daycare facilities with a capacity greater than 150 it; Buildings and other structures with elementary school or secondary school, facilities with a capacity greater than 250 uilding and other structures with a capacity gr"er.than 500 for colleges or adult education facil"etim i s F%aith saes facilities with a capacity of 50 or more resident patients, but not having surgery or eruergegeytreatment facilities a Tails and detention facilities Bt itilags and otfter re structus, trot included in Occuppaancy Category IV, with potential to cause a substantial economic impact andlor mass tic tion of`day-today civilian life in the event of fai€tire, including, but not limited to, Dower generating stations,' Water treatructit facilities • Sewage treatment facilities s Telecommunication centers . BuMnp and other structures not included in Occupancy Category IV (including, but not limited to, facilities that manufacture, process, ff f I?, store, use, or disixw, of such substances as hazardous fuels, hazardous chemicals, hazardous waste, or explaoves) containing s ent quantities of toxic or explosive substances to be dangerous to the public ifreleased. =�lh lAnd other structures containing toxic or explosive substances shall be eligible for classification as Occupancy Category it res if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in * Secdon 1.5.2 that: a release of the toxic of explosive substances does not pose a threat to the public - Buildings and other structures designated as essential facilities, including, but not limited to: � Hospitals and other health care facilities having surgery or emergency treatment facilities Fire, rescue, ambulance, and police stations and emergency vehicle garages • Designated earthquake, hurricane, or other emergency s'beltem • Designated emergency preparedness, communication, and operation centers and other facilities required for emergency responses s Power genend ng stations and other public utility facilities required in an emergency • Ancillary structures (including, but not limited to, communication towers, fuel storage ranks, cooling towers, electrical substation structures, fire water storage tanks or other structures housing or Supporting water, or other fire -suppression matedat or equipment) required for operation of &Cupancy Category TV structures during an emergency s .deviation control towers, air traffic control centers, and emergency aircraft hangars s Water storage facilities and pump structures required to maintain water pressure for fire suppression + Buildings and other structures having critical national defense functions Build. ngs and other structures (including, but not limited to, facilities that manufacture, process, handle, store, use. or dispose of such substances as hazardous fuels, hazardous chemicals, or Hazardous waste) containing highly toxic substances where the quantity of the 111atarial exceeds a threshold quantity established by the authority having jurisdiction. Buildings and other structures containing highly toxic substances shall be eligible for classification as [occupancy Category 1l structures if It can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1,5.2 that a release of highly toxic substances does not pose a threat to the public. This reduced classification shall not he permitted if the buildings arotherstructures :als0 function as essential facilities. .� ry Weegetteratiran power plants €hat do nt supply power on the national grid -shall be designated Occupancy Category Il. . SLED MOUNT CALC-TX-DAL600IT12.I.xmed Page 12 ALLPRO CONSULTING GROUP, INC Table 6-1- Importance Factor (1) Non-Eiurricane Prone Regions Hurricane Prone Regions Category and Hurricane Prone Regions with V > 100 mph with V 85-100 mph and Alaska I 0,87 0.77 1.414 1,00 111 1,15 1,15 ' 1.15 1.15 Note: I. The building and stiucturo 0assilication categories are listed in Table 1-1. SLED MOUNT CALC-TX-DAL6001T12.l.xmcd Page 13 ROOFTOP STRUCTURAL MAPPING ACGI JOB 912-6869 TX-DAL6001T12.1 (TX-DAL0006) 1800 State Highway 26 Grapevine, TX 76051 For: ClearWire m ALLPRO CONSULTING GROUP, 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 Tel: 972-231-8893, Fax: 866-364-8375 www.allprocgi.com April 9, 2013 Do '2 "'PtArl r Tl�-A L oc> TY 0C)o 7Z X f cc�r irt- AA -7 st, P, A w I Li C) a ................ v..q ...... - L� r I t 0 , ................... U'12-' ,12-' -�- r � �9 �4ve Sr S 1�� totz O'C' C> I aa k NOXITH 7NI.rtN0tlZ,NtlISSiI NOXITH H31N33 3ON30MOO 3AUJ'OMG Pw NOLLIN R IUOdUr# M/TQ July 30, 2013 City of Grapevine 200 S. Main Street Grapevine, TX 76051 RE: Clearwire Upgrade — TX-DAL6001-1800 State Hwy 26 To Whom It May Concern; SAC Wireless, on behalf of Clearwire, is requesting the necessary approvals perform maintenance work on existing tower equipment by replacing (3) obsolete antennas with a new model type and replacing (3) obsolete transceivers currently located at the base to the backside of the new antennas at 1800 State Hwy 26. Clearwire RF Engineers have determined this minor modification is required to help increase the data capacity at this existing location. Clearwire is a division of Sprint. The upgrades will be beneficial to Clear Wireless WiFi and Sprint customers in the area by offering faster data transfer speeds and less dropped calls. Attached please find the Permit Application, 3 Sets of drawings, a Structural Analysis, and a check for the filing fee of $250. We greatly appreciate your help with this proposed Clearwire upgrade. Best Regards Mike Sanfratello SAC Wireless for Clearwire AZP Specialist 9801 W. Higgins Suite 200 Rosemont, IL 60018 847-993-9686 Mike.sanfratello@clearwire.com August 2, 2013 Mike Sanfratello SAC Wireless for Clearwire AZP Specialist 9801 W Higgins #200 Rosemont, IL 60018 Re: 1800 State Highway 26, Grapevine, TX Mike, I am returning these documents to you due to incomplete information. The site plan application and building permit application go to two different departments; therefore, they are a separate submittal. • The building permit application requires 3 complete sets of documents, plus a plan review fee of $89.21. • The site plan application requires original notarized signatures. Please resubmit the items above. I will hold the remainder of the site plan application until the notarized signatures are received. If you have any further questions, please feel free to call the number below. Sincerely, Susan Batte Planning Technician DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine d P.O. Box 95104 - Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 - www.grapevinetexas.gov CI -I'./-\ R August 12, 2013 City of Grapevine 200 S. Main Street Grapevine, TX 76051 RE: Clearwire Upgrade — TX-DA16001-1800 State Hwy 26 Attention Planning Department; I am resubmitting the signature page of the site plan application for Clearwire's site at 1800 State Highway 26, Grapevine, TX. This page has been signed and notarized by Clearwire (applicant) as well as the Hilton DFW Lakes (property owner). I will also be resubmitting the building permit application along with the fee and drawings shortly. We greatly appreciate your help with this proposed Clearwire upgrade. Best Regards m Mike Sanfratello SAC Wireless for Clearwire AZP Specialist 9801 W. 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CN ®'LO C-4 imp J ;``0 LLI Z X c 0 rLo L) •, LO LU LU .. .. ,,,,{{ • z < M we Y•LU z • ry ® L LL CN CN CD _. LU i CN®® ` Z, CO imp J LLI LU LU LU i CN®® ` Z, CO no i CN®® CO J LLI LU LU ,,,,{{ z < z z ry L _. ® ® 8f a LL- LLJ LU iJa � F W 0 LwL W D LL M� W W 0 LL it z'CL rn U- 0WL) � w L) o IL 0—� ��Lpcn W AV 11% I 1 ' � ti U) F- Q CL 5 w <. CIO IJ S. M � '• � p„�• a „® • m Ay of .,� tea. � dF • s LX fd' f�. fLd .e F LIJ a uj LL Oro 0 CL ti z F : i no i CN®® CO J '... _. ® ® 8f a LL- LLJ LU AV 11% I 1 ' � 1 no i CO J () EXISTING L 'I IRE TEN AND ( EXISTING CLEARWIRE RRHS TO BE REMOVED EXISTING CLEARWIRE MW DISHANTENNAS W/ ODUS (16) NEW ANTENNAS-- (TYP'. 2 PER CTO (1 2" NEW RRHS (TYP. 4 PERSECT OF NEW ANTENNAS0-16 _ _ ELEVATION 108"-O"± AGL (3) NEW HYBRID CABLES AND ( NEW FIBER CABLE ROUTED IN EXISTING CABLE T (TYP.) EXISTING 1/2" COAX CABLES ROUTED IN EXISTING CABLE TRAY (TYP Q SITE ELEVATION 1. �'. STRUCTURE THE <k ANTENNA CALCULATIONS MOUNTS WERE PREPARED BY FULLERTON AND CALCULATIONS % CAPACITY OF THOSE THE STRUCTURE 4.. SUPPORT EQUIPMENT 2. CABLES NOT SHOWN » CLARITY r (3) EXISTING SLE[ MOUNTS TO REMAII` (TYP. 1 PER SECT( ( EXISTING RRHr-- TO BE REMOVED (TYP. 1 PER SECT (3EXISTING ANTE TO BE REMOVED (TYP. 1 REIN SECT EXISTINGSTI SECTOR ,AZIMUTH 261 - i Iff SCALE: 3/8 — V-0" (3) NEW 2500 MHz RRHS ON (TYP. 1 PER SECTOR) E'NEW • MHz RRHS ON EXISTING PIPE (TYP. 2 PER SECTOR) 0 SCALE: 3/8" — 1 O —C,r 600 E. John Carpenter F wy Ste. 335 Irving, Texas 75062 RL i FuLLE1 00 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, i. � .,Ji R " COA# 13554 DRAWINGSENGINEERING LICENSE & SEAL: I HEREBY CERTIFY PREPARED ;, �. SUPERVISION UNDER MY DIRECT r CONTROL,AND TO THE BE' OF MY KNOWLEDGEAND BELIEF COMPLY THE REQUIREMENTS OF ALL APPLICABLE ENR` M. BEE LF aAP4�� # 9627 .. IFDRAWINC NOTICE: THESE DOCUMENTS, ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT RE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. DESCRIPTION GATE BY REV REVISED FINAL 3/12/18 JW 1 FINAL1 1 8 JW 0 90% REVIEW_ 1 JW A SITE CASCADE ID: IFSITE NA E; HILTON DFW LAKES SITE ADDRESS- 1800 DDRE ;1 GRAPEVINE., TX 76051 PROJECT; DO MACRO SHEET DESCRIPTION: TOWER ELEVATION AND EQUIPMENT DETAILS DWG INFORMATION: SHEET NUMBER: DRAWN BY: JW CHECKED BY: Shy C-2 - ------- ----- PROJECT 2C 17.01391.0,038 UENERAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BLDG BUILDING CL CENTERLINE CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT DIA DIAMETER DWG DRAWING FT FOOT(FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER' GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LP LIQUID PROPANE MAX MAXIMUM MFR MANUFACTURER MGB MASTER +GROUND BAR MIN MINIMUM MTS MANUAL TRANSFER SWITCH N.T.S. NOT TO SCALE O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET PL PROPERTY LINE RGS RIGID .GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB (S), # POUND(.) SF SQUARE FOOT STL STEEL TYP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER TELECOM I BBS BATTERY BACKUP STATION BBU BASE BAND UNIT MMBS/MMBTS MULTIMODE BASE STATION MW MICROWAVE NV NETWORK VISION ODU OUTDOOR UNIT RBS RADIO BASE STATION RET REMOTE ELECTRIC TILT RRH/RRU REMOTE RADIO HEAD TMA TOWER MOUNTED AMPLIFIER SYMBOLS REVISION WORK POINT UTILITY POLE' BRICK -� COMPRESSED STONE CONCRETE EARTH GRAVEL - - CENTERLINE PROPERTY LINE LEASE LINE EASEMENT LINE FENCE —X—X— CHAINLINK -.- --I� WOOD _-0-0— -- WROUGHT IRON E --E- ELECTRIC `---_ —OE—OE— OVERHEAD UE UE UNDERGROUND _F F FIBER —OF—OF OVERHEAD OF UF-- UNDERGROUND T T---- TELEPHONE OT - OT OVERHEAD UT - -UT UNDERGROUND ---®----DC DC DCPOWER ,e; EXISTING CLEARWIRE MW DISH ANTENNAS ODUS TO REMAIN EXISTING CABLE TRAY— NEW CABLES ROUTED IN— EXISTING CABLE sA i ,�, (CONTRACTOR D TIGHTEN ;EXISTING CABLE TRAY COVR AIFTER INSTALLATION OVERALL PLANI SECTOR z 600 E. John Carp Ste. 335 Irving, Texas -4 �. 96274 DRAWING NOTICE: THESE DOCU ENTS AIDE CONFIDENTIAL AND Aft E THE SOLE PROPERTY OF SPRINT AND Aad" NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THIS SHEET REVISES SP13-13 APPROVED SPRINT. ON OCTOBER 28, 2013 AS [DESCRIBED ON SHEETS T-1, C-1 ANIS -2. DESCRIPTION DATE BY REV