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14-0563 (SOTB)54005 Madison St 14-563 7,8-495 CFLLE TAMPICO LA QUINTA, CALIFORNIA 92253 r'-= Application Number: SOTB-14-563 T4ty,, 4 4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Property Address: 54005 MADISON ST APN: 775100004 Application Description: ANTENNA CHANGEOUT AT EXISTING MONOPALM FACILITY Property Zoning: Application Valuation: $25,000.00 Applicant: CIK POWER DISTRIBUTORS LLCr T a 10t } OUTSIDE CITY LIMITS CITY OF LA QUINTA LICENSED CONTRACTOR'S DECLARATION I hereby'affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. / License Class: _ License No.::LIC-7624 Date: ld ,-1 S— f y Contractor: OWNER -BUILDER -DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or'she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the allegecj exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the / applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7644, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY' I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's X Owner: CITY OF LA QUINTA P0BOX 1504 LA QUINTA, CA 0 i VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/15/2014 Contractor: CIK POWER DISTRIBUTORS LLC OUTSIDE CITY LIMITS Lic. No.: :LIC -762455 WORKER'S COMPENSATION'DECLARATION . I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number:_ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 0-14, Date: _ 1 U '-15 — l 4 Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official fora permit.subject to the conditions and restrictions set forth on this application. - 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not . commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives oft s' ity to enter upon the above- mentioned property for inspection purposes. Date: /0- Signature (Applicant or Ag t INFORMAL ­wJINANCILJ Tlo .DESCRIPTION ,' i ' y ` t `? ACCOUNT; QTY r A UNT MOUNT r' PAID PAID'DATE _ HOURLY PLAN CHECK - ESG 101-0000-42600 0 $217.85 $217.85 10/15/14 y` L PAID BY METHOD - RECEIPT # -`CHECK # CLTD BY;,• CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA Total Paid for BLDG CITY STAFF - PER HOUR: $217.85 $217.85 DESCRIPTION •. 7 ACCOUNT ' :QTY ' 'AMOUNT, t PAID ', a PAID DATE r _• BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 10/15/14 _ '•k PAID BY:• , . r F - . METHOD RECEIPT #' ,. ' CHECK #, CLTD BY CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $1.00 M DESCRIPTION'S :. ACCOUNT i rCITY ;1 AMOUNT. _ PAID - PAID DATE CASH OVER 101-0000-42300 0 $245.70 $245.70 10/15/14 PAID BY, s'- - _.• ',.`METHOD ?;;r' RECEIPT#.' ' -CHECK :` w M, CLTD BY CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA Total Paid for CASH OVER: $245.70 $245.70 r_ 7 DESCRIPTION 5,--` = ... - -- : f `ACCOUNT. 'r Y - CITY AMOUNT; Y =, PA ID= ` PAID DATE DEVICES, ADDITIONAL 101-0000-42403. 0 $9.68 $9.68 10/15/14 r PAID BY' ! "`' :.. ',- METHOD .. , RECEIPT#.:. I CHECK# CLTD BY CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA ;DESCRIPTION ` ACCOUNT_ QTY AMOUNT:,. ' Y: ' PAID °-•. .N PAID DATE _r DEVICES, ADDITIONAL PC A 101-0000-42600 0 $2.40 $2.40 10/15/14 T -,PAID BY •' ry° - t x- '. ' METHOD RECEIPT #' _ CHECK# ; -CLTD By CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA DESCRIPTION ; '` ACCOUNT,. QTY AMOUNT w -PAID -PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 10/15/14 PAIDBY . •";_ METHOD RECEIPT# :CHECK# CLTD BY CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA :DESCRIPTION' ACCOUNT .- QTY AMOUNT " PAID 'PAID=DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 10/15/14 PAID BY ' ': METHOD T RECEIPT # CHECK #A ; F CLTD BY ,. CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA Total Paid for ELECTRICAL: $60.42 $60.42 -i- v`'. Y DESCRIPTION: _ ACCOUNT QTY AMOUNTk ! PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85. 10/15/14 - PAID BY METHOD RECEIPT # CHECK LTD BY - CIK POWER DISTRIBUTORS LLC CHECK R2053 001017 AZA Total Paid for PERMIT ISSUANCE: $91.85 $91.85 -- — .a' .. " :iii a Y '' FTi C ., ✓ ,.• ' St . t it nts,y V .'•.. 7v.... z It Qeta1 5 'x . TRMIT NUMBER .[r ,.. 1s . .,"tis yi'i 3 7rnwY I •aryl ' ' 'til =7 . _ - -City' of 1:a Quinta :: r •aa ; `fir r =' SOTt&-14256;3;`w . Description: ANTENNA CHANGEOUT AT EXISTING MONOPALM FACILITY Type: ELECTRICAL Subtype: Status: PLAN CHECK Applied: 5/1/2014 Approved: 6/25/2014 Parcel No: 775100004 Site Address: 54005 MADISON ST LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: Lot Sq Ft: Building Sq Ft: Zoning: Finaled: Valuation: $25,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: OUTSIDE CITY LIMITS Details: REPLACEMENT OF 12 CELL ANTENNAS ON EXISTING MONO PALM WITH ASSOCIATED CABLING EQUIPMENT.(FIRE STATION70)2013 CODES. CIVIL:CHRISTOPHER VENER 65117 STRUCTURAL: L.SCOTT BETANCOURT SE 4296 [AO FOR BHANADA - HTE TO CRW CONVERSION - FEES MANUALLY CORRECTED TO FEES SHOWN IN HTE] Uit lal t_._ ' r . .. f J. 3 : • y M 6. 'Y T' ' i ` .:22e. Y 3 i NAME TYPE NAME ADDRESSI CITY - t. STATE ZIP PHONE r , FAX 'T Y `,EMAIL'*" ; APPLICANT - CIK POWER DISTRIBUTORS LLC OUTSIDE CITY LIMITS !,DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT#' CONTRACTOR CIK POWER DISTRIBUTORS LLC OUTSIDE CITY LIMITS HOURLY PLAN CHECK - OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 ESG Printed: Wednesday, October 15, 2014 9:36:50 AM 1 of 3 SVSiFMS • FINANCIAL •• CLTD` !,DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT#' CHECK #` METHOD PAID BY HOURLY PLAN CHECK - 101-0000-42600 0 $217.85 $217.85 10/15/14 R2053 CIK POWER 001017 CHECK AZA ESG DISTRIBUTORS LLC Total Paid for BLDG CITY STAFF - PER HOUR: $217.85 $217.85 Printed: Wednesday, October 15, 2014 9:36:50 AM 1 of 3 SVSiFMS 7 ( ttin ,2, ,Ld >r.!• r .':_ 'Y. 3,2ri" 'a . _!i' ."'°i ,'," '. ,. .. 'e' .rl - .. ^ . .-.......ra _ _._ a .,r p, __. `. r^.. - .7'^.•-•—t... _ r 'rts .,. ,.. k .,. J Fyy .y 7 + .S. 2.y. •.:r.+'4 ..ep. r+.ks7..'i' "Y i.l+,.r::'*+ •--. .r's .. +, lti.,: • .5, _ '-.. -+w ,t. I8 "....J'..aA!s S 1'..n.+. itr .i '!'L .". wT Mer-e.Y f"-'i}„ ,+ :7'- •+ ,, ,i, 1v }4w "M' G 'K ", u='l" i'a+M` —. )':-✓,^ ' r ! . •"g' .F4' . -Aft.— ... r • • • J..,. a z' e •r-''• e.. .4 "' tiy . r,., l 3 s _ r .s. y _Awt • T .• • { .,•y _y v. ir'+- }. .±C.. AMOUNT PAID PAID DATE RECEIPT # CHECK # e - BY, rK.i,y,. rJ•i` RETURNED STATUS REMARKS REVIEW TYPE . REVIEWER' PSENT DATE DUE DATENOTES DATE Ra .x .S BUILDING BURT 6/25/2014 6/25/2014 6/25/2014 APPROVED HANADA Printed: Wednesday, October 15, 2014 9:36:50 AM 2 of 3 (%sem_ VI CYITFMC CLT DESCRIPTION ACCOUNT - QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD - ;PAID BY - BY, $91.85 r CIK POWER BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 10/15/14 R2053 001017 CHECK AZA DISTRIBUTORS LLC Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: CIK POWER CASH OVER 101-0000-423000 $245.70 $245.70 10/15/14 R2053 001017 CHECK AZA DISTRIBUTORS LLC Total Paid forCASH OVER: $245.70 $245.70 CIK POWER DEVICES, ADDITIONAL 101-0000-42403 0 $9.68 $9.68 10/15/14 R2053 001017 CHECK AZA DISTRIBUTORS LLC DEVICES, ADDITIONAL 1 101-0000-42600 0 $2.40 $2.40 10/15/14 R2053 001017 CHECK CIK POWER AZA PC DISTRIBUTORS LLC DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 10/15/14 R2053 001017 CHECK CIK POWER AZA DISTRIBUTORS LLC I t Y.i 2v f lVi u:Gk "26uJv Ls.:7 ,x:.17 ( iiifl rt J.)3 Ut?; 1T I CHECK .Z 1 I ( I I DIS?'R1L.-TOR5 LLC rK.i,y,. rJ•i` RETURNED STATUS REMARKS REVIEW TYPE . REVIEWER' PSENT DATE DUE DATENOTES DATE Ra .x .S BUILDING BURT 6/25/2014 6/25/2014 6/25/2014 APPROVED HANADA Printed: Wednesday, October 15, 2014 9:36:50 AM 2 of 3 (%sem_ VI CYITFMC 1J1' VUU ,[.U7 { ?ji.35 >. ..i 1 /1/14 V ; i uv1Ji1 Crt_ i. I I I I ' I DISTRIBUTORS LLC Total Paid for PERMIT ISSUANCE: $91.85 $91.85 rK.i,y,. rJ•i` RETURNED STATUS REMARKS REVIEW TYPE . REVIEWER' PSENT DATE DUE DATENOTES DATE Ra .x .S BUILDING BURT 6/25/2014 6/25/2014 6/25/2014 APPROVED HANADA Printed: Wednesday, October 15, 2014 9:36:50 AM 2 of 3 (%sem_ VI CYITFMC G City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: syaG S' Owner's Name: A. P. Number: —?7 Address: 7 tf y ,$ 6e& -e ',Gt-rte. I eo Legal Description: City, ST, Zip: (ern C ontractoc: J s, -e!'y S Telephone: Address: gj? R1 Le - i%13 Project Description: QC.9yi ej/2....... City, ST, Zip:, GiO/C12B C'4g1'1 leyi S17 9r72.e G ✓1 FCd1 v Telephone: hone: 9d 9 ` - l z I iU z a.K s State Lic. # : City Lie. #c Arch., Engr., Designer: Address: City., ST, Zip: Telephone: hone: ...... :on structi n TY Pe• aneY Occupancy: State Lic. #• Project hPa (circle ne • New Add A Repairai r Demo 0 Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person: ( -4 - j I Estimated Value of Project: 2 i APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Recd TRACKING PERMIT FEES Plan Sets / Check submitted 5// Item Amount Structural Calcs. a Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for correctio /issue Electrical SubcontactorList Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 1rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person ♦ A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees U• Total Permit Fees 10" mr i XJ(AA Ak 7.8-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 April 22, 2014 Ms. Laurel Reimer Core'Development Services 2749 Saturn Street Brea, CA 92821 (760) 777-7000 FAX (7 60) 77741,101 SUBJECT: MINOR USE PERMIT 2014.1069: 54005 MADISON STREET MODIFICATIONS TO EXISTING TELECOMMUNICATION FACILITY Dear Ms. Reimer: The Community Development`Department has reviewed and approved your request to -install twelve (12) replacement panel antennas (replacing same existing panels), three (3) remote radio units, and other associated equipment within the existing shelter and lease area at an existing telecommunication facility, located at 54005 Madison Street, La Quinta Fire Station #70. The approval of this application is subject to the enclosed approved exhibits, and the following Findings and Conditions of Approval: FINDINGS 1.; Consistency with the General Plan: The proposed replacement antennas, new remote radio units and associated equipment at the existing telecommunication facility are consistent with the goals, objectives and policies of the General Plan, in that the new antennas will increase the community's ability for quality access to wireless communication services: 1.1 Public Welfare: Approval of the new antennas on an existing 'telecommunication facility will not create conditions materially detrimental to the public health, safety and general welfare. `! ' e 3.. The proposed new antennas -at the existing telecommunication facility will minimize adverse visual impacts as.the replacement of the current antennas will occur entirely within the existing antenna 'array, with no increase in the facility's existing height or number of antenna arrays.. 4., The proposed new antennas are designed 'to function within, the existing antenna array, which is at an adequate height to, achieve the service provider's objectives -for coverage within this portion of the community., ®1 5..: The proposed new antennas are necessary to improve community access to. wireless services. CONDITIONS 1: The applicant/property owner agrees to defend,' indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers and employees from any .claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City of La Quinta shall promptly notify the applicant of any claim; action, or proceeding and shall cooperate fully in the defense. 2. The applicant shall comply with all provisions of La Quinta Municipal Code Section 9.170 "Wireless Telecommunication Facilities 3.: The applicant shall comply with all provisions contained in Conditions of Approval for Conditional Use Permit 2004-085 (CUP 2004-085). 4.. The applicant is permitted to replace up to twelve (12) panel antennae on the existing antenna array on the tower; four antennae per array. Additionally, the applicant is permitted to place three new remote radio units (RRU) antennas on existing array mounts, behind all panel antennas. All new installations shall be painted -to match the color on the array as appropriate. 5. The applicant is further permitted to install the following associated additional equipment: A. Wall -mounted junction box in the existing equipment shelter. B. Tower -mounted junction box, mounted on an existing stand-off arm of the tower. C. Two (2) hybrid cables from a shelter -mounted junction box to the aforementioned tower -mounted junction box. D. Equipment rack with two (2) baseband units in the existing equipment shelter. 6. New hybrid cables running from the equipment shelter to the new antennas shall be contained within the existing cable tray between the tower and the equipment enclosure. All cables shall be interior of the tower and shall not be visible from surrounding properties. 7,: The applicant shall obtain a building permit for the City's Building Division (760) 777-7012. Approval of Minor Use Permit 2014-1069 will not. result in conditions detrimental to public health, safety and general welfare, nor injurious to or incompatible with other properties and uses in the vicinity. The City . may elect. to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $1,573.00 to this office within 15 days of the date of approval of this permit. Should you have any questions please contact meat (760) 777-7125; Sincerely, Wallace Nesbit Principal Planner c' Building Division File; CUP 2004-085 Project: 22-4.135 '-n ext s to Date:, Feb -2014 D E S I ISM INCk , Page - 1 Design Criteria` Design Codes: California Building Code, 2013 Edition' ANSI / TIA-222-G Standard , Discussion These calculations are to determine the ability of an existing monopalm to support additional telecommunication antennas. The following antenna configuration is proposed: Existing Antennas 12 ) panel antennas at 55 ft (12 antennas to be replaced) New Antennas 12 ) panel antennas at 55 ft ( to replace existing antennas) ( 6 ) RRUs at 55 ft ( 1 ) Utility box at . 55 ft ' The information on the existing pole is based on the original design calculations by: Firm: DaVinci Engineering, Inc. Job # : 1508225-216 Dated October 21, 20.10 - t Project: 22-4135 n eX C A\ , S Cep Date: Feb -2014 IGN INC Page 2 • Antenna Data 1of1 Panel Antennas Antenna 1 Antenna 2 Antenna 3 Antenna 4 ' Utility box RRU Total Elevation ft 55.00 55.00 55.00 55.00 55.00 55.00 ; 1 * ' 1. ' ` Length in 72.72 72.72 72.72 - 56.00 28.93 20.00 Width' in 11.85 11.85 11-.85 12.00 15.73 18.50 Depth in 7.10 7.10 7.10 7.90 10.30 6.14 Weight lbs ea 47.4 47.4 47.4 96 . 32 58 Qty ea sector 1 1 1 1 .. 1 2 Mount OD in 3.00 3.00 3.00 3.00 Mount length ft 6.06 6.06 6.06 4.67 Mount weight lbs 35.15 35.15 35.15: '27.07 Support length ft (front) 12.00 Support length ft (side) 4.00 Support O.D. in 4.00 Support weight lbs 385 Aspect ratio 6.14 6.14 ". 6.14 • • 4.67 1.84 1.08 CA 1.35 -1.35 1.35 1.27 - 1.20 1.20 CA AA front sf 4.06 2.43 2.43 1.77 1.14 3.70 15.53 CA AA side sf 2.07 2.07 2.07 1.61 0.74' 2.05 4.12 Sector weight lbs .467 83 83 123 32 116 903 Mount weight and area is the antenna mounting pipe. Support weight is comprised of tri bracket (33% per sector),, standoff, and crossorm. Y Palm frond density 70% Antenna area reduced by frond density ratio shown below t Palm Fronds per original "calculations: r Elevation 57.00 ft CA AA front 97.60 sq ft Weight 1046 lbs `, J C 7.0 ft 3 DESIGNED APPURTENANCE LOADING TYPE I ELEVATION I TYPE I ELEVATION slm fronds 158 1 Panel antennas 55 inel antennas 155 1 Panel antennas 155 MATERIAL STRENGTH GRADE Fy Fu I GRADE Fy Fu A572-85 165 ksi 180ksi TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TIA-222-G Standard. 2. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 3. Deflections are based upon a 60 mph wind. 4. Tower Structure Class II. 5. Topographic Category 1 with Crest. Height of 0.00 ft 6. Weld together tower sections have flange connections. 7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 8. Tower members are "hot dipped" galvanized in accordance. with ASTM A123 and ASTM A153 Standards. 9. Welds are fabricated with ER -70S-6 electrodes. 10. TOWER RATING: 58% - .ALL -REACTIONS=. .... , AREFACTORED AXIAL 9396 /b SHEAR MOMENT. 6446 /b 313 kip -ft I.0 ft REACTIONS - 85 mph WIND 5 i7 R f'" IONS A V' `.off k- I I e4 Next Step Design Lake Forest CA Phone: FAX: °b Existing Monopalm Analysis Prole°I. Spanish ea O11"t: Verizon Wireless Drawn by: SB App•d: code: TIA-222-G Date: 02/18/14 SC81e: NTS Path: Dwg No. E_1 N S A Q 0 of N m m $ N 1V p O aN O N N O m m v N N Z z' rn n r m° 3 C 7.0 ft 3 DESIGNED APPURTENANCE LOADING TYPE I ELEVATION I TYPE I ELEVATION slm fronds 158 1 Panel antennas 55 inel antennas 155 1 Panel antennas 155 MATERIAL STRENGTH GRADE Fy Fu I GRADE Fy Fu A572-85 165 ksi 180ksi TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TIA-222-G Standard. 2. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 3. Deflections are based upon a 60 mph wind. 4. Tower Structure Class II. 5. Topographic Category 1 with Crest. Height of 0.00 ft 6. Weld together tower sections have flange connections. 7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 8. Tower members are "hot dipped" galvanized in accordance. with ASTM A123 and ASTM A153 Standards. 9. Welds are fabricated with ER -70S-6 electrodes. 10. TOWER RATING: 58% - .ALL -REACTIONS=. .... , AREFACTORED AXIAL 9396 /b SHEAR MOMENT. 6446 /b 313 kip -ft I.0 ft REACTIONS - 85 mph WIND 5 i7 R f'" IONS A V' `.off k- I I e4 Next Step Design Lake Forest CA Phone: FAX: °b Existing Monopalm Analysis Prole°I. Spanish ea O11"t: Verizon Wireless Drawn by: SB App•d: code: TIA-222-G Date: 02/18/14 SC81e: NTS Path: Dwg No. E_1 1 a S C 7.0 ft 3 DESIGNED APPURTENANCE LOADING TYPE I ELEVATION I TYPE I ELEVATION slm fronds 158 1 Panel antennas 55 inel antennas 155 1 Panel antennas 155 MATERIAL STRENGTH GRADE Fy Fu I GRADE Fy Fu A572-85 165 ksi 180ksi TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TIA-222-G Standard. 2. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 3. Deflections are based upon a 60 mph wind. 4. Tower Structure Class II. 5. Topographic Category 1 with Crest. Height of 0.00 ft 6. Weld together tower sections have flange connections. 7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 8. Tower members are "hot dipped" galvanized in accordance. with ASTM A123 and ASTM A153 Standards. 9. Welds are fabricated with ER -70S-6 electrodes. 10. TOWER RATING: 58% - .ALL -REACTIONS=. .... , AREFACTORED AXIAL 9396 /b SHEAR MOMENT. 6446 /b 313 kip -ft I.0 ft REACTIONS - 85 mph WIND 5 i7 R f'" IONS A V' `.off k- I I e4 Next Step Design Lake Forest CA Phone: FAX: °b Existing Monopalm Analysis Prole°I. Spanish ea O11"t: Verizon Wireless Drawn by: SB App•d: code: TIA-222-G Date: 02/18/14 SC81e: NTS Path: Dwg No. E_1 ` `SAA"Wer Job Page Number Existing Monopalm Analysis 3.1 Next Step Design Project Date Lake Forest Spanish Bay Feb -2014 CA Client Designed by Thickness Verizon Wireless SB . <: • ` :: ,.`` ' r, . , Toweran ut:Data: This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 85 mph. Structure Class Il. Exposure Category C. Topographic Category Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have flange connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications.. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A 15 3 Standards.. Welds are fabricated with ER -70S-6 electrodes.. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. er..etl PoI Sect onr Geomet Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade (per face) Length Length of Diameter Diameter Thickness Radius ft, ft ft ft Sides in in in in C Ll 57.00-17.00 40.00 3.00 18 18.0000 23.9820 0.1875 0.7500 A572-65 in' in' int in - L1 18.2777 10.6007 (65 ksi) L2 17.00-1.00 19.00 -850.4248 18 23.1583 26.0000 0.2188 0.8750 A572-65 1012.9206 8.4470 12.1829 83.1431 2027.1740 7.0817 3.8908 20.751 L2 (65 ksi) Tower -:p41 j..&'7, Y {{.. , z. ,rTa- erect `PolerPro ernes ".-. x ., --• ` Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle irR•..-.:K? Elevation .Vr 1X4 +rckl'k : Stitch Bolt (per face) A, Spacing ,.:- ft Section Diagonals Horizontals Ll 57.00-17.00 ft, in in in 1 l I w/t Tip Dia. Area I r C I/C J IMQ w in in' in' in in in' in' int in - L1 18.2777 10.6007 424.9328 6.3234 9.1440 46.4712- -850.4248 5.3013 2.8380 15.136 24.3520 14.1607 1012.9206 8.4470 12.1829 83.1431 2027.1740 7.0817 3.8908 20.751 L2 23.9712 15.9273 1058.8878 8.1436 11.7644 90.0075 2119.1690 7.9651 3.6909 16.873 26.4011 17.9002 1503.1570 9.1523 13.2080 113.8066 3008.2919 8.9518 4.1910 19.159 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness AJ Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing ft Diagonals Horizontals Ll 57.00-17.00 ft, in in in 1 l I L217.00-1.00 1 1i R yS 'Vwe Job Page rl I' , i Existing Monopalm Analysis 3.2 Project Date Next Step Design Lake Forest Spanish Bay Feb -2014 CA Client esigned by 4 ksi Verizon Wireless SB E yZ. ono `"ole'.B M ase.Riafe:Data Base Plate Data Tower Base plate is square AR Base plate is grouted CAAA Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 4 Embedment length 72.0000 in fc 4 ksi Grout space 3.0000 in Base plate grade A572-60 Base plate thickness 1.7500 in Bolt circle diameter 33.0000 in Outer diameter 31.0000 in Inner diameter 20.8750 in Base plate type Plain Plate `MFeed¢Line/LinearA purtenances.Enteretl As Area f x" Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/f K Antenna coax C No Inside Pole 55.00-1.00 1 No Ice 0.00 24.00 4'X " ``t , " 4ti'. FeetlxLne/L n`earJ"A urtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation or Type In Face Out Face 1t Side f? ft2 ft2 ? lb Ll 57.00-17.00 A 0.000 0.000 0.000 0.000 0 Vert B 0.000 0.000 0.000 0.000 0 C 0.000 0.000 0.000 0.000 912 L2 17.00-1.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 0.000 0.000 0 C 0.000 0.000 0.000 0.000 384 :Di W Diwer >toads.:..'.,:....; - Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, f? lb fi ft Palm fronds C None 0.0000 58.00 No Ice 97.60 0.00 1046 Panel antennas A From Face 4.00 0.0000 55.00 No Ice 15.53 4.12 903 0.00 0.00 ' Panel antennas B From Face 4.00 0.0000 55.00 No Ice 15.53 4.12 903 0.00 0.00 Panel antennas C From Face 4.00 0.0000 55.00 No Ice 15.53 4.12 903 0.00 0.00 SAT" -weer Job Page3.3 q, Existing Monopalm Analysis F Project Date Next Step Design Lake Forest Spanish Bay Feb -2014 CA Client Designed by Weight Verizon Wireless SB 1 Tower:Plressures .- No Ice G„ =1.100 Section z KZ q, Ac F AF AR A,,, Leg CAAA CAAA Elevation Elevation Weight Weight a a % In Out Face c psf Face Face t t S 1 r e t' t' t' t' ? L157.00-17.00 36.63 1.024 17.8 71.049 A 0.000 71.049 71.049 100.00 0.000 0.000 l 71.049 906 22.64 C B 0.000 71.049 B 100.00 0.000 0.000 1 1 71.049 C 0.000 71.049 100.00 0.000 0.000 L217.00-1.00 8.87 0.85 14.9 33.582 A 0.000 33.582 33.582 100.00 0.000 0.000 0.65 14.9 1 1 33.582 B 0.000 33.582 100.00 0.000 0.000 1 0.65 1 l C1 0.0001 33.582 1 1 100.001 0.0001 0.000 a ;wTowerww Pressure s'Service°r r ;.; Gu=1. too Section z KZ q, AG F AF AR A,,, Leg CAAA CAAA Elevation Elevation Weight Weight a a % In Out Face c psf Face Face t ff p4f ft' e ft, ft, ft2 f,2 L157.00-17.00 36.63 1.024 7.9 71.049 A 0.000 71.049 - 71.049 100.00 0.000 0.000 l 71.049 906 22.64 C B 0.000 71.049 B 100.00 0.000 0.000 1 1 71.049 C 0.000 71.049 100.00 0.000 0.000 L217.00-1.00 8.87 0.85 6.7 33.582 A 0.000 33.582 33.582 100.00 0.000 0.000 0.65 14.9 1 1 33.582 B 0.000 33.582 100.00 0.000 0.000 1 0.65 1 l C 1 0.0001 33.582 1 100.00 1 0.000 0.000 'TowerMForcesk „No Ices .Wind. Normal To :Face r` :. ' Section Add Self F e CF q, DF DR AF F w Ctrl. Elevation Weight Weight a Face c psf t ib lb e ? lb Pif LI 912 1685 A 1 0.65 17.8 1 l 71.049 906 22.64 C 57.00-17.00 B 1 0.65 1 1 71.049 C l 0.65 1 1 71.049 L217.00-1.00 384 1094 A 1 0.65 14.9 1 1 33.582 359 22.41 C B 1 0.65 1 l 33.582 C 1 0.65 1 1 33.582 Sum Weight: 1 12961 27791 1 1 1 OTM 1 35 kip -ft 1 1264 kt x,;3z„ "., yrTower}Fo°icesNbsce Winds60R=To'Face :k771 Section Add Sell F e CF q, DF DR AEF w Ctrl. Elevation Weight Weight a Face c psf t lb lb a t' lb l Ll 912 1685 A l 0.65 17.8 l l 71.049 906 22.64 C 57.00-17.00 B 1 0.65 1 l 71.049 C 1 0.65 l l 71.049 L217.00-1.00 384 1094 A 1 0.65 14.9 1 1 33.582 359 22.41 C B 1 0.65 1 1 33.582 C I 0.65 1 1 33.582 Sum Weight: 1296 2779 OTM 1 35 kip -ft 1 1264 SAA"Wer Tower'Forces. No Ice. ,lob Page Pa g F Existing Monopalm Analysis 3.4 Project. Date Next Step Design Lake Forest Spanish Bay Feb -2014 CA Client Designed by Weight Verizon Wireless SB Wind To: Face Section Add Self F e CF q, DF DR A£ F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e ? lb l L1 912 1685 A 1 0.65 17.8 l 1 71.049 906 22.64 C 57.00-17.00 B 1 0.65 1 1 71.049 C 1 0.65 1 1 71.049 L217.00-1.00 384 1094 A 1 0.65 14.9 1 l 33.582 359 22.41 C B 1 0.65 1 l 33.582 C 1 0.65 1 1 33.582 Sum Weight: 1 1296 1 27791 1 1 1 1 1 1 OTM 1 35 kip -ft 1 1264 1 D;pe`Service'r wWindNormal T.!D..' , Section Add Self F e CF q, DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb 16 e f12 lb ptr L1 912 1685 A 1 0.65 7.9 1 1 71.049 404 10.09 C 57.00-17.00 B 1 0.65 1 1 71.049 C 1 0.65 1 1 71.049 L217.00-1.00 384 1094 -A 1 0.65 6.7 1 1 33.582 160 9.99 C B 1 0.65 1 1 33.582 C 1 0.65 I 1 33.582 Sum Weight: 1 1296 1 2779 1 1 1 1 1 1 OTM 1 16 kip -ft 1 5641 1 t` =r zrr Tower i=orces rvice =Wind,'6 0 t Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb pIr L1 912 1685 A 1 0.65 7.9 1 1 71.049 404 10.09 C 57.00-17.00 B 1 0.65 1 1 71.049 C 1 0.65 1 1 71.049 L217.00-1.00 384 1094 A l 0.65 6.7 1 1 33.582 160 9.99 C B 1 .0.65 1 1 33.582 C 1 0.65 1 1 33.582 Sum Weight:. I _ .12961 2779. _ .. _ ._ .. - -1, _. .. __ .. OTM 16 kip -ft 1 564 Tower Forces ="Service =Wind 90:To Face ,i Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, 16 pIr L1 912 1685 A 1 0.65 7.9 1 1 71.049 404 10.09 C 57.00-17.00 B 1 0.65 1 l 71.049 C 1 0.65 1 1 71.049 L217.00-1.00 384 1094 A l 0.65 6.7 1 1 33.582 160 9.99 C B 1 0.65 1 1 33.582 C 1 0.65 1 1 33.582 Sum Weight: 1 1296 1 27791 1 1 1 1 1 OTM 1 16 kip -ft 1 564 r Job Page i + RIS 16wer Existing Monopalm Analysis , - 3.5 .Pr oject . t ` . Date F ' r ' Next Step Design y . . t. Lake Forest •.: ' Spanish Bay Feb -2014 1 ` ' CA , . Client ; Designed by r Verizon Wireless SB ' y f ' Description Aiming ;' Weight ' Offset, Offset, z K- ,• + q,,• CAAc- , CAAc Forces Azimuth- . Overturning * 6.' Front Side Moments, M . G , lb t t t r: L, s ,, t2 .. ? . Palm fronds , 0.0000 1046 0.00 -0.00 58.00 1.128 " 19:8 :97.60 :1;,. 0.00 Panel antennas' " ' ;" 300.0000. 903 .4.12 2.38 ` 55:00 '=1:116' •. 19.6 ' 15.53 r ` 4.12 Panel antennas 60.0000 903 4.12 :``'2.38 \ -55.00 1.1.16 ; 19.6. , , 15.53 4.12 Panel antennas , t : 180.0000 - 903 0.00 4:76 r 55:00 1:116. ' 19.6 15.53 , 4.12 Sum Weight: 3755 t" • .0 0 • 0 r .;• • . . - .. . r is vF Description N: Aiming. Weight Offset Offset, i_ z ; K q, r CAAc, CAAc Forces Azimuth Overturning ' X Front 'Side Moments, M . o Ib t t t r: s. t2 ? . Palm fronds 0.0000 1046 0.00 0.00 58.00 1.128 , . ,8.8 ; 97:60.. - 0.00 Panel antennas' ' ,300.0000 903 t 4.12 .-2.38 * 55.00 1.116 "18.7 15.53 - '4.12 Panel°antennas` 60.0000 903 4:12 -2.38 y .55.00 1:.116 ' .8.1 15.53 4.12 Panel antennas 180.0000 903 ' 400. 4 76 + 55.00 '' 1.116 •k8:7 15.53 Sum Weight: 3755 t" • .0 0 0 Case , + Leg Weight Bracing Weight + Total Member Self -Weight Total Weight Wind 0 deg - No Ice Wind 90 deg - No Ice _4 Wind 180 deg No Ice Total Weight Wind 0 deg Service Wind 90 deg - Service Wind 180 deg - Service ' r.. Vertical Sum of. Sum of Sum of •s, . ,' Sum of.. Sum of Torques, Forces Forces . rr. :°+' ,- .. _.... Forces Overturning Overturning ' X Z Moments, M Moments, M . lb ,lb !b' ,•u lb 'ki - t kip - - t 3 kip - t 2779 4. f ' 5 0.9 Dead+1.6 Wind 90 deg- No Ice 6 12 Dead+1.6 Wind .180 deg - No Ice ' ` } 7 _ 0 8 Dead+Wind 0 deg -Service a , , '. ,, i . ' 9 Dead+Wind 90.deg - Service 4 10' Dead+Wind 180 deg -. Service .Flr.I,+ IN r.kt / tf^..M N 7 L' rL + t.• A,. ., V - 2779 1 t , '. \•+ y 0 0 a .-"i % is •trr i i.: .7830 t" • .0 0 0 4029 ' -191 + 0 : 0 4029 0 :. 0, " w + 0 0 .4029 ,191 w -0 0 = 7830 0 -1796 s 85 0 0 1796 ' 0 • 0 .., 85 . 0 0 1796 85 0 ', T 0 _..,.__ --,-• .. c- '' , { , i s i """ .v"` s.i• rr s S * _ y y s Load Combinations 'S' : r a .._.. __ k.r,.,X . rr. :°+' ,- .. _.... .... h i✓ % 4..... :% : > Comb. Description , No. 1 . Dead Only " ,. ,•u 2 1.2 Dead+1.6 Wind 0 deg = No Ice 4 3 0.9 Dead+1.6 Wind 0 deg -No Ice ' , 4. .1.2 Dead+1.6 Wind 90 deg - No Ice ' 5 0.9 Dead+1.6 Wind 90 deg- No Ice 6 12 Dead+1.6 Wind .180 deg - No Ice ' ` } 7 0.9 Dead+1.6 Wind 180 deg - No Ice r ; L_ ;: 8 Dead+Wind 0 deg -Service a , , '. ,, i . ' 9 Dead+Wind 90.deg - Service 4 10' Dead+Wind 180 deg -. Service r.kt / tf^..M N 7 L' rL + t.• A,. ., V - 1 t , '. \•+ y r a .-"i % is •trr i i.: • .. .. .1 • -- - fir . .k ... • - oWe Job Page Condition Existing Monopalm Analysis 3.6 Next Step Design Project Date Lake Forest Spanish Bay Feb -2014 CA Client : , Designed by Moment ') Verizon.Wireless SB MaximumMemter Forces' Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Comb. Load Moment Moment 4 9396 -6446 0 Comb. , lb kip ft kip ft L1 57-17 Pole Max Tension 1 0 0 0 313 0 6446 Max. Compression 6 -7261 0 -196 Max. Torsion 1 0 Max. Mx 4 -7261 -196 0 0 6446 Min. H. Max. My 2 -7261 0 196 6 9396 0 Max. Vy 4 5893 -196 0 -6446 Min. M. 1 Max. Vx 2 -5893 0 196 L2 1 7 - l Pole Max Tension 1 0 0 0 0 0 -87 Max. Compression 2 -9392 0 313 87 0 0 Max. Mx 4 -9392 -313 0 Max. My 6 -9392 0 -313 Max. Vy 4 6451 -313 0 Max. Vx 6 6451 0 -313 rk ; r xv: K+" y a - .; k ... } E k, 1r~MaximumxReactrolns Y M Location Condition Gov. Vertical Horizontal, X Horizontal, Z Overturning Load lb lb lb Comb. Moment, M, Pole Max. Vert 4 9396 -6446 0 Max. H. 10 7830 0 -1796 Max. H. 2 9396 0 6446 Max. M. 2 313 0 6446 Max. M. 4 313 -6446 0 Max. Torsion 1 0 0 0 Min. Vert 3 7047 0 6446 Min. H. 4 9396 -6446 0 Min. H. 6 9396 0 -6446 Min. M. 6 '-313 0 -6446 Min. M. 1 0 0 0 Min. Torsion 5 0 -6446 0 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M Moment, M, lb Ib lb kip ft kip ft kipft Dead Only 7830 0 0 0 0 0 1.2 Dead+1.6 Wind 0 deg - No Ice 9396 0 -6446 -313 0 0 0.9 Dead+1.6 Wind 0 deg - No Ice 7047 0 -6446 -311 0 0 1.2 Dead+1.6 Wind 90 deg - No Ice 9396 6446 0 0 -313 0 0.9 Dead+1.6 Wind 90 deg - No Ice 7047 6446 0 0 -311 0 1.2 Dead+1.6 Wind 180 deg - No Ice 9396 0 6446 313 0 0 0.9 Dead+1.6 Wind 180 deg - No Ice 7047 0 6446 311 0 0 Dead+Wind 0 deg - Service 7830 0 -1796 -87 0 0 Dead+Wind 90 deg - Service 7830 1796 0 0 -87 0 Dead+Wind 180 deg - Service 7830 0 1796 87 0 0 OZer Job Page 3.7 Gov. Tilt Twist Existing Monopalm Analysis Load Project Date Next Step Design Lake Forest Spanish Bay Feb -2014 CA Client Designed by 9 0.6532 0.0000 Verizon Wireless SB .Maximut6jower Deflections.-`Service:Wind Section Elevation Harz. Gov. Tilt Twist No. Load Deflection Load ft ft in Comb. o° L1 57- 17 4.566 9 0.6532 0.0000 L2 20-1 0.598 9 0.2767 0.0000 Sc rDeflections and Radius of Curvature ` :S'ervi W nd Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Tilt Twist Load Actual Curvature ft Comb. in o o ft 58.00 Palm fronds 9 4.566 0.6532 0.0000 21873 55.00 Panel antennas 9 4.301 0.6358 0.0000 21873 `Maximum flower Deflections x` Design Wmd Section Elevation Horz. Gov. Tilt Twist No. Actual Deflection Load Curvature _ ft ft in Comb. 0° Ll 57-17 16.465 4 2.3564 0.0000 L2 20-1 2.154 4 0.9976 0.0000 f " JyCirit:calDeflections and;tRatlus,of Curvature,Desr n,Wi.nd . Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Actual Actual Load Critical Curvature _ ft Size Comb. in o ot Allowable 58.00 Palm fronds 4 16.465 2.3564 0.0000 6077 55.00 Panel antennas 4 15.511 2.2933 0.0000 6077 yy 'Qtaxx . tt ,Base Plate, Design Data , Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress lb ksi ksi ksi in in 1.7500 4 2.2500 84315 1.355 18.875 Bolt T 0.38 223654 4.080 54.000 0.38 0.33 0.35 SA ower Job . Existing Monopalrri Analysis Page 3.8 ! . Project Spanish Bay Date '. Feb -2014 Next Step Design Lake Forest ' CA Client • Verizon Wireless Designed by , , - SB Coln ression'Checks'} = t i Pol1. e.Desi n:Data fi Section Elevation Size L L. ` Kl/r -A P„ P • Ratio No. P ft - ft ft in-' - lb lb r¢P, Ll 57-17(l) TP23.982xI8x0.1875 40.00 56.00 81.1 13.8937 -7261 435085 0.017 L2 17-1(2) TP26x23.1584x0.2188 19.00 56.00 73.4 17.9002 -9392 627289 ., 0.015 j EPole{Bendin Desi n.Data t Y x< Y .. 1 <,..+c t -.'a -r1 :• s.t+yr Section Elevation Size Mr rpM_ Ratio M , Mn Ratio No. M. ft kip ft kip ft AI_ kipft kip ft r M,,, Ll 57-17(l) TP23.982xl8x0.1875 196 390 0.502 0 390 0.000 L2 17-1(2) TP26x23.1584x0.2188 313 555 0.564 0 555 0.000 sem. - i =s • s k,SFJ r f } t Pole .Shear' Design Data Section Elevation Size Actual V Ratio Actual Ratio '! No. . V V T. T ft lb lb .... K kip ft kip ft mT„ LI 57- 17(l) TP23.982xl8x0.1875 5893 406391 0.014 0 781 0.000 r - L2. 17 - 1 (2) TP26x23.1584x0.2188 6451 523582 0.012 0 1111. 0.000 'rty.:l+•t-`Cl X. 9 yYtfCN ``y ory? , r '1T sn Y3.!'i✓Y •, .f qq..it x. E syy i fZ f• (.t{.7'. - s ,Pole, In#eraction Desi n Data Y Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria ' r No. P. M- M l V T. ` 'Stress Ratio 'Stress ft P M M l V Ratio LI' 57-17(l) 0.017 0.502 0.000 0.014y 0.000 1.000 , s 0.519 4.8.2' L2 17 - 1 (2), 0.015 0.564 ' . 0.000 0.012 0.000 = '. 1.000, ` 0.580 2 , t -- z,Sec- ion C- acit Table;? 3 l Pass Section Elevation Component Size Critical .. P opa// ,,, % No. ft Type Element lb - lb Capacity Fail, L1 57- 17 Pole TP23.982xl8x0.1875 17 -7261 435085 51.9 Pass' L2 • 17 - l Pole " TP26x23.1584x0.2188 ' '2' • • -9392 -627289 58.0 Pass .. f Summary, . • , Pole (L2) 58.0 Pass - Base Plate 37.7 Pass ' - RATING = 58.0 Pass •Project: 22-4135 ,nextSt&p r` Date: Feb -2014 DESIGN INC C' . Page 4. Cantilevered Footing Analysis. Input Values: , QNon-Constrained Non - Constrained Footing. OConstrained Existing Depth= 20.00 ft Required Depth = 11.65 ft. Footing Diameter (d) 5.00 ft Allowable Soil Pressure 1500 . psf OK Passive Soil Press. (S) 100 psf. / ft Max Passive Press. 1,500' psf • Load Duration Factor 1.33 Axial 7.83 kips , r Shear (P) 4.03 kips P Moment 191 kip -ft Calculated Values: Effective height (H) 48 ft d= A/ 2 x (1+sgrt (1+(4.36 z H/A))) - fs = S x LDF / F.S. = 133 psf ` Sl = S x d,/ 3 x LDF = 887. psf _ S3 = N / A Grade A=2.34xP/(SI xb)= 2.13 - R = N./A M = P x H = 193 kip -ft - . LO r Vertical Bearing: D 4 . Ar 5.22 sq ft Min diameter 2.58 ' ft `OK La —I= d' Existing 5 ft dia x'20 ft deep footing OK The soil pressure is based on Table 1806.2. The allowable bearing is increased 33% per footnote d. • • Project 22-4135 %t ext\, St lE P Date: Feb -2014 ocsicw INC Page 5 Seismic Load for Monopoles TIA-222-G, Section 2.7 LRFD wind shear 6,446 lbs E 29,000. ksi Pole height 49.0 ft I AVG . 944 in°. Dia at top 18.0 iri 9- 386.., in/s2 Dia at btrn .. 26.0 in L 588 in'" Top thickness .19 inWU,,- 5.41 kips Btm thickness .22 in W 2.42 kips Antenna weight 5,412 lbs at upper 1/3 of tower J1 b.813', Htz Total weight 7,830 lbs SDS 1.000. SS 1.50.9 Spy 0,620 SI :620 g Fa 1.00 F„ 1:50 1.00 ; R 1.50 Vs = Sps x W x I / R 0.667 ` W _ 5220 lbs Need not exceed f1 x SDI x W x I/ R 0.336 W= 2631 lbs but a least: - 0.44 x SDS.* W * 1 0.440 W = .3445 lbs and (if S l >.75) .5*Six Wk l/ R 0:207 W= 1618 lbs VS . 0.440 x W VS 3445 lbs < 6446 lbs , .s Wind governs st 9 a 111.4 g jq : ppgR Oak 99 Y EEyll g_ A. VA. a - 4 r s JmFf Avg T M> 9N I e I fill XX ggaNN DO 0 vv it P JmFf Avg T M> n m ggaNN DO 0 vv 4 mz O m o yam... 9a 5p5 3 F $ 0 .z w ON O c) a.. Y PY > E3 ; • yt P • Y f Y .Y 114, god goo of g gel All v Ea 9 #a yqjx:x # Nin vmi - F 0E gz > + - m .. n p 9 sa a Ta A q ru 1491 AINO pill 30N38333H 803 7 EO -R P&M THEE YONOPoLE SVNIISN BAY 4v. / u u-iYl0o1 al awl nm w Drw OWxG A CAL60RN91508225 - DA VinC i CELL TREES. M. JOB 0 09-175 sxt S. '1P"P'ID ' k y.i1{C6fi/M, Jnc. e.. VERIZON WREIESS 6tp1ry w py; wl S. aw 6 0 MS/ AS NOTED PHONE 520-693-1330 fAX: 5I0-663-1361 a M> n m DO 0 vv 4 mz O m o yam... 9a 5p5 O D F $ 0 OV N ON O c) 9 sa a Ta A q ru 1491 AINO pill 30N38333H 803 7 EO -R P&M THEE YONOPoLE SVNIISN BAY 4v. / u u-iYl0o1 al awl nm w Drw OWxG A CAL60RN91508225 - DA VinC i CELL TREES. M. JOB 0 09-175 sxt S. '1P"P'ID ' k y.i1{C6fi/M, Jnc. e.. VERIZON WREIESS 6tp1ry w py; wl S. aw 6 0 MS/ AS NOTED PHONE 520-693-1330 fAX: 5I0-663-1361 R1 DESIGNED ACCORDING TO THE ANSI/TIA---222--G MEETS THE" REQUIREMENTS OF :THE 2007 CBC.,.,.. 60'-0' T, BRANCHES DATE PALM FROND ' BRANCHES • • 27(Y4 FOR REFERENCE " ONLY - P POI F* 55'-0' (3) HAND HOLES O 1 SEPARATI eo SEE DETAIL 6/MP-1 CENTERLINE ELEVATION O 53'-0' SCALE: 1 18 3/16' PLATE 'x 40.00' LONG. ' (EST. INT. - 1685 _ LBS.) . WE DEEP SPLICE LENGTH 36' (t 1011) TIA-222--0 7/32' PLATE x 19.00" LONG 'OGRAPHIC CREST (EST. Wr. •• 1093 LBS.) 1TEGORY HEIGHT , (FT) 16 FULL PEN. 5/ 16 S 00 00 (2) EXIT PORTS O 90' 6c 270' SEE DETAIL 3/MP-1 CLASS:D CENTERLINE ELEVATION O 3'-0' BASE PLATE HIND)V-0.SEE DETAIL 2/MP-1 a 0.67 0 -s (R): 1.5 - XDURE POLE ELE11 • • SCALE: NTS P FOR REFERENCE pp ONLY DESIGN SPECIFICATIONS: Wind Speed Load Cases: (According to the ANSI/TIA--222—G) LOAD CASE 1: 90 MPH DESIGN WIND SPEED LOAD CASE 3: 60 MPH OPERATIONAL WIND SPEED Pole Steel Specifications: POLE SHAFT SHAPE: 18 SIDED TAPERED POLYGON POLE SHAFT TAPER: 0.149554 INIFT POLE SHAFT STEEL: ASTM A572 GRADE 65 (Fy= 65 KSI) BASE PLATE STEEL: ASTM A572 GRADE 60 (Fy= 60 KSI ANCHOR BOLTS: 2 1/4"0 #18J ASTM A615 GRADE 75 BARS Monopole Base Reactions: (Factored Reactions from Load Case 1) MOMENT: 494 ft—ki s SHEAR: 9.9 kips AXIAL: 7.1 kips Pole Shaft Sections Dimensions: E + SECTION LENGTH FT WALL THK. INCHES SPLICE LENGTH INCHES TOP DIA. INCHES BOT. DIA. INCHES o a 40.00 0.1875 36.00 18.000 23.982 m 19.00 0.21875 23.158 26.000 1 Appurtenance List: Elev. Equipment Description: TOP 57-.00 55.00 55.00 LIGHTNING ROD (OPTIONAL) (80) PALM FROND CLUSTER (8—FT LONG EACH) (18) 52"x13 "x7" PANEL ANTENNA STD. 10—FT T—ARM MOUNT ARTIFICIAL. TREE BARK ON POLE SHAFT TO FULL HEIGHT r f CONDUITS MAY BE CUT OFF AT THE TOP OF CAISSON OR ROUTED . UP INTO THE POLE SHAF'T' y FOR REFERENCE ONLY R• POLE SHAFT • CONDUITS MAY BE CUT OFF AT THE I 7'-OLONG 21'0 f18J ASTM TOP OF CAISSON OR ROUTED UP A515 GR. 75 ANCHOR RODS INTO THE POLE SHAFT 10'-12' PROJECTION W/ HEAVY HEX LOCK NUTS AND LEVELING NUTS W/ WASHERS , 3' CAP GROUT OT REO D. ' ABOVE GRADE CLEAR 12' FINISHED GRADE W (2) ADD'L REINFORCING TIES WITHIN THE TOP 5' OF CAISSON. 7 - 18) /5 HORIZONTAL TIES SPACED O 6' 0/C z • o 4) 6.0 CONDUITS FOR ANTENNA COAX 3/8' THK. A36 ANCHOR BOLT TEMPLATE 00 _ BC+5'; ID _ BC -5' ^, (4)8'0 CONDUITS FOR ANTENNA. COAX,. ORIENT IN THE DIRECTION OF THE EQUIPMENT SHELTER OR PER ARCHITECTURAL s 4' CLEAR (TYP. DRAWINGS. DEPTH z OF CONDUIT SHALL BE PER OWNER. ' I ADD ADD'L REINFORCING TIES ABOVE ak BELOW CONDUITS. I N CLOSE TIES WITH 135' TAILS. STAGGER 180' OPPOSITE ALTERNATING LOWER TIES O 12' O/C (12) /10 VERTICAL. REINFORCEMENT. BARS . • (EQUALLY SPACED) R 6' CL ! '-0' DRILLED SHAFT C ON FOUNDA SCALE: 1 , 2 _ i I I A "S IT -ow ' -RI.-A 'er -T-Ooeyed Page A inon- [i neqr-,(P'-d 0M) mii ysis was 4508225-216 1 Of 5 Da-Vinef Eughmering,- Ina.Prdjeci Dife Polax-IM :1 0 -ft Monopole 1!01 10121/10 3dma Atria, 04914-5e, Cfbeht I Destgq0d:by P4Y- SOSO A&062.-S.im6n ( V662dn Wireless, -So,ainish.Btiq. Leland, P.I. TbWer Input Data -Thistower1Sdpsjgned:yst-:;q I b. T I z pee Basic Wind : sd..' m h. ... ... I.. . I speed:.' Structure. Class FOR REFERENCE .pQsurq Catqgoryc- ONLY TQP,Qgrap 4k.. Caingry 1. De..A pqi0ns.-p#1.c :Wiffd . spv dof_6:Q milli. 0]qtqd, psjPg.4 ' -T-Ooeyed PoloPro oeftles A inon- [i neqr-,(P'-d 0M) mii ysis was Ptvssurp, are Wcmlatcd.atepch s.ecti* G J. _stress ratio used in Ole degiga...'Is iv w/i Laql ben .ling stTqgps.d e tp.c.1 mb -g -'4g,4 !Supp ortt, App.qrt6)aoqe. mqu.nts are not coffsideifid.. . )rqd Pale .'section G eorne fy U '18 R777 1.0:-6007 '3234 .4Z4 , 932,8 6 14W 4 '6 :4712. '850 4248 .1 Pao 004dg -3520 24 ATk;,,Y Diameter Diameter Phi,*ne." . J14- i. -800t k751 /1 R fC Sues Jjj - . lb I 14 :rdLi 57,00<1'7.00 40:0tl 3:00` tR 18.0000 .23.9810 0.1876- -0.1566 A572-65 12: 19:0ar 1:00 1.9.00 2;3,1581• -26.606 61198 6.8936 M734i 4.1010 - 12:159: , Feed UhblLil PeAr APPUrteh'opces'-- Ehtb:t.ed -A --'Atoa —-V V.VU Ujj7AP' c AW.6 -.2.06 i hh L— 0 -is.c - -.'rete,'ToWd.r.Ldad9 4 Axp'e 00M., 44-ushnent P-1-114-1 leant fi lb C. None, No kc. 0.28 -T-Ooeyed PoloPro oeftles G J. J. iv w/i W. to W, . U '18 R777 1.0:-6007 '3234 .4Z4 , 932,8 6 14W 4 '6 :4712. '850 4248 .1 2 -OW. —f5l.36 -3520 24 144661 16114266, 1-4416 11,4910 Sifbf 6 2027. '74 h1917' i. -800t k751 1,27 23 9.7.12 :43.073- 458:401.9 1.1436 -0i '11,16.41 4 90.0073 1119...1090 Tv..651 1-0949* 16. vx 6A 1 12" 2" li3: M 4.1010 - 12:159: , Feed UhblLil PeAr APPUrteh'opces'-- Ehtb:t.ed -A --'Atoa or Shield ,air —-V V.VU Ujj7AP' c AW.6 -.2.06 i hh L— 0 -is.c - -.'rete,'ToWd.r.Ldad9 4 Axp'e 00M., 44-ushnent P-1-114-1 leant fi lb C. None, No kc. 0.28 RISATower, lihIlkng- Page *set,, 1-508225_218• .2 rrVlrrcll °rtglttgetitt, Iris:. Pr6ject 'tree. Date i'd Bat:104 -Palm Monopole .3t,'01 10/2 16? -1/1-0 :Santa karia, CA,034.& Client Dowon6d* Ph000. F4X.-..-. j'460804402 Voffzoh Witelm,80ahO B6Y Simonlel.and, P.E'. ,zl,- , i lihIlkng- W, ighl. *set,, 0 Z: FOR REFERENCE ch e AYlMWlh ONLY Mscrfpdon r4cv 00,wt'Off Sets;: 4,111,11th m6willf W. RA, 0,Ot117,00 co, 1.1$4.* P4 P!` Type: wohz .4&jtm0w 12 1B F44v Fi&rl Sidem -X63' IQ4 Leg 71.049 latakal '0 71.IQ49 11,649- f00,00' 0.000 0,00. 3.9,41 2-t-0 52 .x 13-17- ian ltd 10#1"x Arm 114ount 4 0.0 0.00 316 0.04 71,049 CA T,6, tbo . 06 0-60, .6,400 617] '0.65 Sr. 33-50- :-c A 6000 bxw 71.049 31582 (C)52!kx A' R.M.Foor 269 Q.Qqoo- 55,..Qq N6.10 hs7 3s.3 0.000 33.582 Antenna 0:0.0. (Y-000 4,1666, Abu t00.0U 04661 A600 I 1'.:044 4i M -5 w, 7 r. a aq I W ftphll F00 -2:50 w 0.0 00, -URO Nld5 ': 58 48ifil2'WA!, Aidiel. 0 00 014 0.00 46:06 `21 6'.94' 4:6 Antenna 0.0-0 Ftush Mr pht: 01 1.50.00 00 40.00 338 :11: 2.75 040 0.00 6.00 Std: lO iti T=Arai Morin( G' None: 0.0000. '55.00% -ilo4ce, -9-.47 f37 9`15.00 0p) None: 60 .. - . A Rom Face- :,9:75 No lee. 5- 4- 4 00 05 .0, 6 48"x12'? iti" PAn.elhl 4114 0.75 4U 4 4923 0. N cy ice, I ,zl,- , i -Disc lihIlkng- W, ighl. *set,, 0 Z: ch e AYlMWlh Frviit Side niqg*R,Q.jd Wsb , f 00TO-q a T -ki,rp 6. Q-bQQ01 lb, 5 7 t'OQ l .0;60 RA, 0,Ot117,00 fi 1.1$4.* P4 A60 306.6606 '366.00 12 1B F44v Face 14 .57,.Q 04710Q -X63' IQ4 20 71.049 A '0 71.IQ49 11,649- f00,00' 0.000 0,00. 3.9,41 2-t-0 52 .x 13-17- ian ltd 10#1"x Arm 114ount 4 0.0 0.00 316 0.04 71,049 CA T,6, tbo . 06 0-60, .6,400 617] '0.65 17] 33-50- :-c A 6000 bxw 71.049 31582 !33582 i0o.,00, 1*06.06 0: -Ods 0.600, Q.Q00 0.660 0.000 33.582 Antenna (Y-000 4,1666, 31.582 t00.0U 04661 A600 I -Disc lihIlkng- W, ighl. *set,, 0 Z: ch e AYlMWlh Frviit Side niqg*R,Q.jd Wsb , f 00TO-q a T -ki,rp 6. Q-bQQ01 lb, 5 7 t'OQ l .0;60 RA, 0,Ot117,00 1.1$4.* 'Pit' "21 A60 306.6606 '366.00 12 1B -1-:63 :551 '66 1, 1 22 39;4 1 21.45 S " x 1j" x T! a nei '01 '0 213 ._Q 55.0,0 3.9,41 2-t-0 52 .x 13-17- ian ltd 10#1"x Arm 114ount 4 0.0 0.00 316 0.04 .5500 CA T,6, 12, '22 J0.43 214$ q;qmq I -W ., 0 0 -0 0. 0.66 MAO 57. tA 1 4.37 967_60 $.37 544 Antenna .46-66- 1'.:044 4i _514 48ifil2'WA!, Aidiel. 1.0-000. 014 0.00 46:06 `21 6'.94' 4:6 Antenna Ftush Mr pht: 01 1.50.00 00 40.00 1,044 :11: 2.75 040 -SLIM Site Name: Spanish Bay -- _--- : 700 CDMA -T- AWS - Equipment Typo RBS 6102 Metro Indoor Metro Indoor • None I None I Revision q Date Status I_,.! Prefm 9/11/2013 In -Process Alpha Beta I Gamma Delta Avg Cable Loss (dB) 1 1 1 Qty Antenna per Sector 4 4 4 Oty Coax per Sector 8 8 8 Oty Fiber per Sector 0 0 0 AMSL (ft) •4 Latitude 33 39 21.76 N _ -- Longitude 11615 06.72 W Owner Verizon Wireless mentLoc Shelter _Equi S_tructuro Type Pole Address 54005 Madison St La Quints. CA 92253 V Use'Included'to represent split beam antennas under the same radoms RF Engineer. Carlos Herrera Telephone: 949-286-8759 Mitigation Req: No Market Los Angeles F,'.- 5 r'-!' Aplta Beta Gamma Della 800 MHz Primary/Branch 1 i iYi.TT 800 MHz DivershyBranch 2 'EM1900 MHz EVDO .1 700 MHz LTE AWS 1700M00 MHz LTE 1900 MHz LTE Fiber -Fed RU OSpare 4 Use double colors to represent split beam applications (e.g. Red - Red forApha split beam) 4 LTE only sites with a future 800 MHz antenna should be designated as spares. Use double colors to represent diversh/branch 2 (e.g. Purple - Purple for 700 MHz diversity). FOR REFERENCE ONLY C -I 700 Antenna Type . ' " Mount Ant.Galn (dBd) Horizon. BW (° :.Tilt (°Flat Tllt'1 ('Moth) ' AZ ,'. `' ('TN) .i. ::'iRad : Co ax :;'.r'Avg.Coax,;. .Dlplexer/ Remote +.. Ctr R) '.` i t : • Lon R ' Splitter? Radio? Alpha SBNH-1D6565B 11.2 71 6 0 110 54 Alpha (Split) 55 Alpha (Split) ' Beta SBNH-1D66668 11.2 Ti 0 0 270 64 Rota (Split) 0 230 55 Bota (Split)_ . Gamma SBNH-1D65658 11.2 71 5 0 750 64 pill) 65 2 0 350 55 Gamma (Split) ' ---gamma( Delta Delta Split _ Cellular Antenna Typo Mount - Ant.Galn dBd Horizon. BW '(.Elect Tilt . Tilt 'Moth AZ 'TN Rad Coax Size Avg.Coax Diplexorl Remote Ctrifil Len 14 S Illtor? Radio? Alpha SBNH-1D6665B 11.2 71 6 0 110 54 Alpha (Split) 55 Alpha (Split) ' Beta SBNHAD6665B 11.2 71 0 0 230 54 _ Betas lit 0 230 55 Bota (Split)_ SBNH-1D65668 11.2 71 6. 0 350 54 ___gamma -__GammalSelit 65 2 0 350 55 Gamma (Split) ' Delta _Delta S lit _ 6; - ' • 1 If1e. +/ill Af t 1 T:- ' R r- I+ d)B tik Rfls!R a h la'' TIS i rIF t -T! L is Ab i ry: aA .air.:' ?6Ran )ig ".o -AY IQ9il ! 4 ' I !C glut: 3 ( ` .. 1!/. p rd zl ync. t N , 4ilw 4-1 1 . (4b I Nui(!:?t'r31Y:1 JIQ,00!)•.: aA1 RW(9)sFr t;1 4!I?E!ap) ..T•, PM/ehlt,og >IOTNII,til.FilE%Irlftl'. ^..,I I,?Y:.: 3.Radlg9: MENEM stttttttttttttttttt tttttttttttttttttttt t - r r. AWS 1grl:air AvQ,&van BIP!axlf( ow(°) -Lon (ftl V ISPIltter7l.; Mount Ant.Gain (dBi) Horizon. BW' Till (°Elec) Tilt ('Mach) AZ ('TN) Rad Coax Size Avg.Coax Diplexerl Remote Ctr(0) Lon (H) Splitter? Radio? Alpha EricssonAiR21 A7 17 65 2 0 AWS Antenna Type Mount Ant.Gain (dBi) Horizon. BW' Till (°Elec) Tilt ('Mach) AZ ('TN) Rad Coax Size Avg.Coax Diplexerl Remote Ctr(0) Lon (H) Splitter? Radio? Alpha EricssonAiR21 A7 17 65 2 0 110 55 Alpha (Split) ' Beta EricssonAIR21 A7 17 65 0 0 230 55 Bota (Split)_ Gamma EricssonAIR21 A7 17 65 2 0 350 55 Gamma (Split) Delta (Split) U At A2 A3 U. A4 1TA11RAl 1TAVRA2 . I RRU RRU PCSTA11RAl PCSIRA2 LTETAIIRAI LTETA21RA2 I AWS Fiber Fibei -F-AWS Sitel I AWS Site Sparel I Spare DzCDMA Mlflffl, RUT topF 5-4 TR RI BI LI B2 B3 B4 DTBIIRBi 1T82IRB2 RRU RRU PCSTBIIRBI PCSIRB2 LTETBIIRB1 LTETB21RB2 AWS Fiber FibPeri AWSSitel I AWS Sitel Spare,I Sparel D =CDMA GI G2 G3 G4 1TG1/IiGI 1TG2/RG2 PCST GIIRG`l LTETGIIRG1 LTETG2IRG2 RRU RRU PCSIAG2 AWS Fiber Fiber AWSSitej I AWS Site I Sparel D=CDMA ave this section blank it unused) U 4 'A„ 1', ' - , i i t.t a ,:{ f c r •, Alf `ALPHA SECTOR r BETA' SECTOR"` U.—c , g'' ` l \ ' ' ► .ri. , \ r d t .tit }' . ' .,, _. S ! I 5 tk• S s. ;GAMMA SECTOR FOR.REFERENCE F ONLY CHANGES: Alpha: Replace existing LTE antenna with SBNH-1D656513. RET capable antennas please add RET cables accordingly. 4' ` Replace existing CDMA vertical pole antenna with SBNH-1 D6565B model shown on the table to the left to make room for AWS UCS C4 antenna.-, Replace spare vertical pole CDMA antenna with Ericsson AIR21 antenna.for AWS & PCS C4: RET capable antennas please add RET cables accordingly. Add 2 RRUS11 for AS + 1 hybrid fiber bundle for AWS RRU. Set correct down fills and azimuth according to the design Replace existing EVDO antenna with SBNH-1D6565B model as shown on the table to the left' Beta Replace existing GTE antenna vnlh'SBNHd1065656. REl'capable antennasplease-add RET cables accordngly , - '. t ^ ` , — -•' •- - --' Replace exisfing CDMA verlical pole antenna with SBNH4 D6565B model shown on the table to the left to make room tar AWS & PCS C4 antenna. , v r Replace spare vertical pole CDMA antenna with Ericsson AIR21 antenna for AWS & PCS C4. RET capable antennas please add RET cables acco'rdmgly .' Add 2 RRUS11 for AWS + 1 hybrid fiber bundle for AWS RRU. Set correct down tilts and azimuth according to the design,a ' r Replace existing EVDO antenna r r with SBNH-1 D6565B model as shown on the table to the IeiL" r7 ' f ' " Gamma: Replace existing LTE antenna wtBSBNH-1D6565B: RET(capableantennas please add RET cables accordingly: Replace existing CDMA vertical pole antenna with SBNH-1 D6565B model shown on the table to the left to.make room for AWS & PCS C4 antenna Replace spare vertical pole CDMA antenna with Ericsson AIR21 antenna for AWS & PCS C4. RET capable antennas please add RET cables accordingly , ', ' Add 2 RRUS11.for AWS + 1 hybrid fiber bundle for AWS RRU. Set correcl down tilts and azimuth according to the design • P - + ,', Replace existing EVDO antenna with SBNH-1 D6565B model as shown on the table to the left ion ,Della. NOTE Six. RRU's were called out above but only 3 RRU's are required per RF Design matrix shown on Page 7' • 10 T< a artkw- Product Specifications Electrical Specifications COMMSCOPE® on the go SBNH-1 D6565B DualPol@ Dual Band Teletilt@ Antenna, 698-896 and 1710-2180 MHz, 650 horizontal beamwidth, RET compatible o Interleaved dipole technology providing for attractive, low wind load mechanical package o Internal next generation actuator eliminates field installation and defines new standards for reliability FOR REFERENCE ONLY Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 Gain, dBi 15.0 15.2 18.4 18.2 17.8 Beamwidth, Horizontal, degrees 70 67 59 57 65 Beamwidth, Vertical, degrees 12.3 10.8 5.5 5.1 4.8 Beam Tilt, degrees 0-10 0-10 0-6 0-6 0-6 USLS, typical, dB 15 15 15 15 15 Front -to -Back Ratio at 1800, dB 25 27 34 35 32 Front -to -Back Total Power at 1800 f 200, dB 20 20 28 28 25 CPR at Boresight, dB 24 20 25 25 22 CPR at Sector, dB 10 8 10 10 8 Isolation, dB 30 30 30 30 30 Isolation, Intersystem, dB 30 30 30 30 30 VSWR I Return Loss, dB 1.5:1 1 14.0 1.5:1 1 14.0 1.5:1 1 14.0 1.5:1 1 14.0 1.5:1 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -150 -150 -150 -150 -150 Input Power per Port, maximum, watts 400 400 300 300 300 Polarization ±450 ±450 ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Lightning Protection do Ground do Ground do Ground do Ground do Ground Mechanical Specifications Color I Radome Material Light gray I Fiberglass, UV resistant Connector Interface I Location I Quantity 7-16 DIN Female I Bottom 14 Wind Loading, maximum 617.7 N @ 150 km/h 138.9 Ibf @ 150 km/h Wind Speed, maximum 241.0 km/h 1 149.8 mph Dimensions Depth Length Width Net Weight Remote Electrical Tilt (RET) Information 181.0 mm 1 7.1 in 1847.00 mm 1 72.72 in 301.00 mm 1 11.85 in 21.50 kg 1 47.40 Ib Adjustment Time; full range, maximum 30s Annual Failure Rate, maximum 0.01% Power Consumption, during motor movements, maximum 11.0W Power Consumption, idle state, maximum 2.0 W @2012 CommScope, Inc. All rights reserved. All trademarks identified by @ or TM ore registered trademarks, respectively, of CommScope. page 1 of 2 All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: April 23, 2012 April 27, 2012 F -OR FIEFERENGE . ONLY AI .21 Key Dada > Radio: - Frequency'bands: 1900 MHz (B2).and 1700/2100 MHz (64) - One active antenna/radio, supporting a -g- 2x2 MIMO, 2 Tx + 4 Rx - 8 Carriers 4 carriers per radio - IBW.= 20 MHz per radio t Antenna f' One best in class 65° passive.' antenna ;17,2 to 17,8 dBi gain = Two integrated RETs,.oneerfrequency band, -2° -12° tilt ..._ Veritcal beam width 6-5`:= 7.1 ° - Dual'column for UL beam -forming /4-livay RX Diversity. Interfaces - Two optical fiber. ports (CPRI) for active antenna/radio , = One power connector, -48 V DC - Two 7/16 female connectors for passive antenna, with RET support Two N female connectors for LMU (RX sharing ports) on 1900 MHz variant > Physical Characteristics and. Environment: pr - ._ D-=--1422-x-307-x-200-mm-(56"-ic 12" x 7:9")- = - .4.1-5 kg (91 lbs)- Two mounting brackets = add'I 2.1 kg (5 lbs) - <750 N Wind load (worst direction, static @ 150 km/h) - Operating temperature range: -40°C to +55°C (-40°F to +131°F) - Heat dissipation 300 W 0 Goessun AB :012 ! Guumeiciaf In Confidence AIR 21 Key Data, rev F. NOTE: RRU SPECIFICATIONS USE MANUFACTURER SUPPLIED MOUNTING HARDWARE FOR RRU ATTACHMENT. MANUFACTURER: ERICSSON MODEL: RRUS'-12 LENGTH: 20.39 IN WIDTH: 18.50 IN DEPTH: 6.14 IN WEIGHT: 57:98 LBS . 18.50" TOP 6.14" O P , N FRONT SIDE . . NEAREST OBJECT z .87" N) 7.87" ' Lu Iui MIN. RRUS-12 MIN.I z z _ J NEAREST OBJECT 'KEEP 40" CLEAR FROM FRONT OF RRU RRU SPECIFICATIONS y SCAS 1.71 t . I 1 p h Product S ecifications F COMMSC PE. p - POWERED BY i ' RCMDC-3315-PF-48 --- - A!NpaEw, J Raycap OVP box for 6 RRUs, 6 strikesorb modules, large box h OBSOLETE This product was discontinued on: July 1, 2013 Replaced By: RCMDC-3315V-PF-48 Raycap OVP box for 6 RRUs, 6 strikesorb modules, voltage indicator, large box. RC2DC-3315-PF-48 Raycap OVP box for 6 RRUs, 6 strikesorb modules, voltage indicator, large box to be used -with HFT series cables Construction Materials l Material Type High -impact polycarbonate, UV resistant Dimensions Depth .. ,. _ 261.9 mm 1, 10.3 in ?. ° Height 734.82 mm 1 28.93 in Width 399.54 mm 1 15:73 in Weight 14.5 kg 1 32.0 Ib Environmental. Specifications Environmental SpaceIndoor I Outdoor Qualification Standards IEC 60529:2001, IP67 a General Specifications Product Type Pole mount enclosure I Wall mount enclosure Application Used as a fiber/power junction box Color Gray Includes Mounting kit Mount Type Pipe„44-114 mm (1.75-4:5 in) OD 1 Wall { Mechanical Specifications . Cable Entry, quanity, bottom 5 Regulatory Compliance/Certifications Agency Classification +. , RoHS 2011/65/EU Compliant ' ©2013 CommScope' Inc. All rights reserved. All trademarks identified by ® or TM are registered trod emarks,,respectively, of CommScope. page I of 2 All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: July 26, 2013 September 20, 2013