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HomeMy WebLinkAboutCOMA2020-0100a 62100 ( 10015585 1 DXL01954 MR V l X033716 I Grapevine lllilis 11,1ali: Rev 2 Uds. / Antenna Sled- . ( �1 DATE OF ISSUANCE: 1 t iM=: �. BUILDING PERT41T AALICATION JOB ADDRESS: 2220 W Grapevine Mills Cir, Grapevine, TX 76051 SUITE # Cell LOT: 1 BLOCK: 6 SUBDIVISION: Grapevine Mills Addition BUILDING CONTRACTOR (company name): Infinity Communications LLC �-e CURRENT MAILING ADDRESS: 1417 Exchange Dr CITY/STATE/ZIP: Richardson, TX 75081 PH: # (469) 312-0678 Fax # PROPERTY OWNER: Supreme Bright Grapevine V LLC CURRENT MAILING ADDRESS: 700 State HWY 121, Ste 175 CITY/STATE/ZIP: Lewisville, TX 75067 PROJECT VALUE: S $5,000 PHONE NUMBER: (469) 312-0678 FIRE SPRINKLERED? YES WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC NA PLUMBING NA NO NA MECHANICAL NA DESCRIPTION OF WORK TO BE DONE: Relocate equipment to proposed antenna sled mount. See attached plans for details. USE OF BUILDING OR STRUCTURE: Cellular Communications NAME OF BUSINESS: AT&T Mo Total Square Footage under roof: 160 sq.ft. Square Footage of alteration/addition: NA ® I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 family dwellings) 3 I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Kelsey Bousquet - Authorized Agent SIGNATURE PHONE #: (469) 312-0678 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL inc, runt uwtrvy I5 Iu IfL UUMYLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $70 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES N Front: Electrical Division: Zoning: `,` Building Depth: Building Width: Left: Rear: Right: Plumbing Mechanical Occupancy Load: 144=jf Plan Review Approval: Date:- Building Permit Fee: Site Plan Approval: i . Dater - 7-1 Plan Review Fe Ire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitte&'>11 Approved: Total Amount Due: -/u P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 OPORMS0SPERMITAPPLICATIONS 1/02-Rev.11/04,5/06,2/07,11109,4/11 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). 13 '. Signature Date City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax CONTRACTOR BUILDING --- COMMERCIAL ALTERATION Issue Date: January 23, 2020 PROJECT DESCRIPTION: Cell Tower Modifications "AT&T Mobility" • i I It wwwmygov.us • • 1 i 1It 1 LOCATION TENANT LEGAL 2220 W Grapevine Mills Cir. Cell Tower Grapevine Mills Addition Blk 6 Suite # Cell Lot 1 Grapevine, TX 76051 INFORMATION * CONDITIONAL USE REQUIRED? N/A * CONSTRUCTION TYPE II-B * OCCUPANCY GROUP U * OCCUPANCY LOAD N/A * ZONING DISTRICT HCO ** NAME OF BUSINESS AT&T Mobility **APPLICANT NAME Kelsey Bousquet **APPLICANT PHONE NUMBER 469-312-0678 *SITE PLAN / SPECIAL USE / CU? SP 1) Certified Energy Code Inspected N/A 2) Accessibility Review N/A 3) Control Number 4) Asbestos Survey N/A Acreage APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE HOOD NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO County Tarrant Fire Sprinkler System? N/A Square Footage VALUATION 5000 What is use of Building/Structure? Cell Tower FEES TOTAL = $ 164.59 *Building Permit Fee (Value) $ 99.75 Building Permit, Plan Review $ 64.84 PAYMENTS TOTAL = $ 164.69 Infinity Communications LLC (Jeff Coffey) Other on 0110712020 ($64.84) Note: CC2770 Infinity Communications LLC (Jeff Coffey) Other on 01/1712020 ($99.75) Note: CC2770 t -1 "T"N kL'� 01 Y�' kAr.. j` RA17 ki O ,.:. CAT HONS City of Grapevine TX Building Inspections Department 200 S Main St Grapevine, TX 76051 January 2, 2020 RE: Commercial Plan Review and Permitting: AT&T Site: DX1954 62100 1 10015585 1 DXL01954 I MRNTX033716 I Grapevine Mills Mall: Antenna Sleds. Equipment Relocation. Site Address: 2220 Grapevine Mills Circle, Grapevine, TX 76051 AT&T is submitting application for a Building Permit to modify an existing wireless telecommunications facility at the address above. Estimated cost for the project is $5,000. Enclosed are the following items for your review: • Building Permit Application • Four (4) copies of the 11x17 Construction Drawings • Two (2) copies of the 2406 Construction Drawings • Four (4) copies of the engineer's Structural Analysis Report Please call for check issuance or credit card payment of any review or permitting fees. If you need any further information, please let me know. Thank you, Kelsey Bousquet Crafton Communications 469.312.0678 office J i 2918 Clairmont Ave S, Birmingham, AL 35205 Phone: 205-682-7525/Fax: 205-682-7501 Birmingham/Dallas/Huntsville vvww.CraftonGroup.com City of Grapevine Home » Quick Search » Archive Permit Building --- Commercial Alteration ' Ir Overviews: Project I Notes i Reviews I Inspections ] Payments ID#COMA-16-0760 Started:02/25/16 Time:990d 1h Project Description Cell Tower Modifications "AT & T" Daniel Aragon With Smart Link will pick up Permit & Plans. No CE Case associated. Address 2220 W Grapevine Mills Cir Suite # Cell Grapevine, TX 76051 Legal Grapevine Mills Addition Bilk 6 Lot 1 Owner Supreme Bright Grapevine V Lip 700 State Highway 121 Ste 175 Lewisville, TX 75067 Contractor Jeff Coffey Infinity Communications LLC 110 Litho Way Durham, NC 27703 (919)797-2334 phone (919) 797-2078 fax Property Information County: Tarrant Documents DOCUMENTS - MISC 01 INFO FIELDS * CONSTRUCTION TYPE VB * OCCUPANCY GROUP U ' ZONING DISTRICT CC '* NAME OF BUSINESS AT & T '*APPLICANT NAME Michael Lawrence *'APPLICANT PHONE NUMBER 469-358-8146 *SITE PLAN / SPECIAL USE / CU? 16-06 1) Certified Energy Code Inspected YES 2) Accessibility Review N/A 3) Control Number 0 4) Asbestos Survey YES Acreage 0 APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO Fire Sprinkler System? N/A Square Footage 0 VALUATION 20000 What is use of Building/Structure? Cell Tower PI I CR l CE (LM Q LOG OUT Archived 2020-01-08 15:39:31 Vicki Hecko Permit (issue date): 2016-05-18 STEPS Review Building App Submittal - Done 02-25-16 COMM /ALT Payment Payment Due Done 02-25-16 Review Building Commerical Plan Done 05.17-16 Review Review Building Commercial Fire Done 03-03-16 Review Payment < Final Payment Done 05-18-16 Inspect Building Final Done 01-08-20 Archived Archive Project Done 01-08-20 [+] FEES > $473.96 [+] PAYMENTS > $473.96 AMOUNT DUE $0.00 4j1_. Top of Page CONTRACTOR SHALL CALL FOR 6 UJ UJ �CL CL 01 C u. '''APPROVAL INSPECTIONS: %WD PLANS *e CONTRACTOR EITA IAPPR, .e _ - SHALL BE, KEPT ON JOBSITEATALL TIMES PERMIT EXPIRATION. Mount Analysis of Proposed Site Pro 1 RTP12 Rooftop Pipe Frames for ATU UJ z < CL 0 Mobility Wo -6 DXL01954 - Grapevine Mills Mall 0'UJ CE< FA#:10015585 - z Lu < Program: LTE 6C Antenna Modifications LTE 5C Antenna Modifications _ < €�— PACE #: MRNTX033716 ( MRNTX033313 MRNTX033124 ( MRNTX033525 C/) 0 PTN #: 3012AOCKDT 13012AOCP3H ( 3012AOCLCA 13012AOCP5Y zFO�0 0:f)<cr-0MOVE PLUMPIPVC3 ME! y 0 CLS Group Project #62100-10015585-01-MR N"1, LIJ AND SIGN PERMI `,3 0 Q < 0 November 26, 2019 HA L F i €RED ik n . > z am ■ ANALYSIS RESULT: Pass (Replacement) MElV1ERISG 54% Pass FIAME,SiAB,ILITY :;- Adequate Existing mounts to be replaced; see conclusion for details. Prepared by: Jeff Sparks Reviewed and Approved by: Tyler M. Barker, P.E. IT RELEASED v E �.o•�a•�•` _ _ __ ___ eo SHE ET: Q1TY__A,P1`174 THE 1 KrT IN r T1M by EL T3 7? TC /7 t6A4525ADF80006 EASEMEN1 D17, cn. Tyler 1`` r i,f 'i Barker � ""� D?iNf �Q19�712�„; ALL ..Now ` CLSGro - 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 - Page 1 Mount Analysis for ATEtT Mobility November 26, 2019 DXL01954 - Grapevine Mills Mall CLS Group Project #62100-10015585-01-MR INTRODUCTION The proposed equipment is to be mounted to the proposed Site Pro 1 RTP12 Rooftop Pipe Frames. This proposed mounting configuration was analyzed using RISA-3D, a commercially available finite element analysis software package. A selection of input and output from our analysis is attached to the end of this report. STRUCTURAL DOCUMENTS PROVIDED ■ ANALYSIS CRITERIA ■ FINAL EQUIPMENT ALPHA SECTOR 60.0 2 2 3 65.0 1 2 2 2 1 CCI HPA-45R-BUU-H6 (Side -by -Side) Commscope JAHH-65B-R3B Ericsson RRUS 32 Ericsson RRUS 11 Ericsson RRUS 4478 Ericsson KRY 112 76/1 Raycap DC2-48-60-0-9E Raycap DC6-48-60-18-8C LSIGroup • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 - Page 2 Mount Analysis for AT£tT Mobility DXL01954 - Grapevine Mills Mall BETA/GAMMA SECTORS November 26, 2019 CLS Group Project #62100-10015585-01-MR ELEVATION (ft) ANTENNAS MOUNT RAID. # NAME` 60.0 64.0 4 CCI HPA-45R-BUU-H6 (Side -by -Side) 4 Commscope JAHH-65B-R3B 6 Ericsson RRUS 32 1 Ericsson RRUS 11 4 Ericsson RRUS 4478 4 Ericsson KRY 112 76/1 4 Raycap DC2-48-60-0-9E 2 Raycap DC6-48-60-18-8C ■ RESULTS SUMMARY C4AAP�NENT PEAK USAIsE : RESULT Face Horizontals 54% Pass Platform Base 35% Pass Mount Pipes 19% Pass Bracing Members 12% Pass Diagonal Brace 49/o Pass L Gf ou • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 • Page 3 Mount Analysis for ATFtT Mobility November 26, 2019 DXL01954 - Grapevine Mills Mall CLS Group Project #62100-10015585-01-MR CONCLUSION AND RECOMMENDATIONS According to our structural analysis, the mounts have been found to PASS PENDING REPLACEMENT. The mounting configuration considered in this analysis wilt be capable of supporting the referenced loading pursuant to referenced standards once the following scope is executed: ■ Remove existing panel antennas and RRUs from existing ballast frames. Install proposed and existing equipment on (1) Site Pro 1 RTP12 Rooftop Pipe Frame at each sector (3 total). Construct frames as per Site Pro 1 assembly drawings. Position proposed frames on roof to match required azimuth. • Install (1) pipe 2.5 STD x 10'-0" long A53 Gr. B mount pipes on proposed frames at Position 1, Position 3, and Position 4 of each sector (3 per sector, 9 total). Connect to proposed pipe frames with crossover plate kits using Site Pro 1 SCX7-U Universal Crossover Plate Kits in lieu of the hardware included in the RTP12 kit. Install existing and proposed antennas such that the antenna centerlines are no more than 6'-6" above roof elevation in Alpha sector and 5'-6" above the roof in Beta and Gamma sectors. ■ Install (1) pipe 2.5 X-Strong x 10'-0" long A53 Gr. B mount pipes on proposed frames at Position 2 of each sector (9 total) for side -by -side panel configuration. Connect to proposed pipe frames with crossover plate kits using Site Pro 1 SCX7-U Universal Crossover Plate Kits in lieu of the hardware included in the RTP12 kit. Install existing and proposed antennas such that the antenna centerlines are no more than 6'-6" above roof elevation in Alpha sector and 5'-6" above the roof in Beta and Gamma sectors. ■ Install (8) Site Pro 1 MAT 18 rubber mats below ballast trays of proposed frames at each sector (24 total). ■ Install 481 lbs of ballast on each ballast tray of proposed frames at each sectors (1924 lbs per sector, 5772 lbs total). Evenly distribute ballast across each tray. Secure ballast using (4) Site Pro 1 BHD-K roof frame ballast holdown kits per sector (12 total). T LS roup • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 • Page 4 Mount Analysis for ATFtT Mobility November 26, 2019 DXL01954 - Grapevine Mills Mail CLS Group Project #62100-10015585-01-MR ASSUMPTIONS AND CONDITIONS This analysis is inclusive of the antenna supporting frames/mounts and all recorded connections that will support the equipment listed in this report. It considers only the theoretical capacity of structural components and it is not a condition assessment. The validity of the analysis may be dependent on the accuracy of structural information supplied by others. The client is responsible for verifying this information. If any provided information is revised after completion of this analysis, CLS Group should be notified immediately to revise results. This analysis assumes the following: The tower or other superstructure and mounts (if existing) were properly constructed as per the original design and have been properly maintained in accordance with applicable code standards. 2. Member sizes and strengths are accurate as supplied or are assumed as stated in the calculations. 3. In the absence of sufficient design information, all welds and connections are assumed to develop at least the capacity of the connected member, unless otherwise stated in this analysis. 4. All prior structural modifications, if any, are assumed to be correctly installed and fully effective. 5. The loading configuration is complete and accurate as supplied and/or as modeled in the previous analysis. Alt appurtenances are assumed to be properly installed and supported as per manufacturer requirements. 6. Some conservative assumptions may be used regarding appurtenances and their projected areas based on careful interpretation of data supplied, previous experience and standard industry practice. All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of the report. All opinions and conclusions contained herein are subject to revision based upon receipt of new or updated information. All services are provided exercising a level of care and diligence equivalent to the standard of our profession. No warranty or guarantee, either expressed or implied, is offered. All services are confidential in nature and this report wilt not be released to any other party without the client's consent. The use of this analysis is limited to the expressed purpose for which it was commissioned and it may not be reused, copied or disseminated for any other purpose without consent from CLS Group. All services were performed, results obtained and recommendations made in accordance with generally accepted engineering principles and practices. CLS Group is not responsible for the conclusions, opinions or recommendations made by others based on the information supplied in this analysis. It is not possible to have the fully detailed information necessary to perform a complete and thorough analysis of every structural sub -component of an existing structure. The structural analysis by CLS Group verifies the adequacy of the primary members of the structure. CLS Group provides a limited scope of service in that we cannot verify the adequacy of every weld, bolt, gusset, etc. LSI o,up - 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 - (405) 348-5460 • Page 5 59 ft Ka 0.90 65 ft Kd 0.95 i60 ft KQ 0.98 H ..,Kz.-:.. 1.13 16 mph Kn 1.00 J mph Ks 1.00 1/2in ti 1.59in C Gh 1.00 II q� (bare) 30.3 psf q: (ice) J 2.4 psf 62100-10015585-DXL01954-Grapevine Mills Mall Rendered SK-1 Nov 25, 2019 at 4:29 PM RTP12-Springs_2.5.r3d I 62100-10015585-DXL01954-Grapevine Mills Mall Joint Labels 103 SK-2 Nov 25, 2019 at 4:29 PM RTP 12-S p ri n g s_2.5. r3d 62100-10015585-DXL01954-Grapevine Mills Mall Member Labels SK-3 Nov 25, 2019 at 4:29 PM RTP12-Springs_2.5. r3d I Section Sets 62100-10015585-DXL01954-Grapevine Mills Mall Section Sets Upper Face Horizontal Base Pipe Base Tray Angle +. Base Tray Plate Diagonal Brace Kicker Brace PIPE 2.5 PIPE 2.5X RIGID SK-4 Nov 25, 2019 at 4:30 PM RTP 12-Springs_2.5. r3d 62100-10015585-DXL01954-Grapevine Mills Mall Joint Loads - Dead and Normal Wind �SK-5 i �25, 2019 at 4:31 PM NOVRTP12-Springs_2.5.r3d 82100-10015585-DXL01954-Gmo ineMi||aK8oU Distributed Loads - Normal Wind 62100-10015585-DXL01954-Grapevine Mills Mall Ice Dead Loads SK-7 Nov 25, 2019 at 4:32 PM RT P 12-S p ri n g s_2.5. r3d I v 62100-10015585-DXL01954-Grapevine Mills Mall Envelope Member Unity Check Results - Bending -'. Code Check ( Env ) No Cain > 1.0 90-1.0 75-.90 0.-.50 S K - 8 Nov 25, 2019 at 4:33 PM RTP 12-Springs_2.5. r3d 3 r c SK-9 62100-10015585-DXL01954-Grapevine Mills Mall Nov , 2019 at 4:33 PM RTP12-Springs_2.5.r3d Envelope Member Check Results - Shear Shear Check ( Env ) No Cal > 1.0 90-1.0 75-, 90 .50-.75 0.-.50 Company CLS Nov 25, 2019 Designer JSS 4:28 PM Job Number 62100-10015585-01-MR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Basic Load Cases Ri n. nasrrintinn Cn4cnnm X r-�r V r_r 7 n:.,._: 1 Dead DL 2 _ ice Dead RL 21 31 3 Ballast None 4 4 Structure Wind 0° None 9 - 5 Structure Wind 300 None 18 '- 6 Structure Wind 45° _ None 18 7 Structure Wind 60° None -- -- 18 - 8 Structure Wind `90° _ None I 8 9 Structure Wind 1200 None 18 10 i Structure Wind 1350 _ None 18 11 Structure Wind 150° None 18 _ 12 Structure Wind w/ Ice 0° _None - g 13 Structure Wind w/ Ice 300 None 18 14 1 Structure Wind w/ Ice 450 None 18 15 Structure Wind w/ Ice 600 None 18 16 1 Structure Wind w/ Ice 90° _ None I g 17 Structure Wind w/ Ice 1200 None 18 18 Structure Wind wl Ice 135° __ None i 18 19 Structure Wind w/ Ice 1500 None - 18 ---- 20 Antenna Wind 00 one 19 21 Antenna Wind 30° None 42 22 1 Antenna Wind 45° None 42 23 Antenna Wind 600 None _ 42 24 1 Antenna Wind 900 None 21 25 Antenna Wind 1200 None _ 42 . 26 Antenna Vl/ind 1350 None ' 42 27 Antenna Wind 1500 None 42 281 Antenna Wind w/ Ice 0° None 19 29 Antenna Wind w/ Ice 300 i None 42 30 Antenna Wind w/ Ice 450 None 42 31 Antenna Wind w/ Ice 60° None _ 42 32 Antenna Wind w/ Ice 90° None 1 21 33 Antenna Wind w/ Ice 1200 None 42 - 34 I Antenna Wind w/ Ice 135°_ ''' None 1 42 35 Antenna Wind w/ Ice 1500 None - 42 36 BLC 3 Transient Area Loads 'None 20 Load Combinations na,rintinn Qn I,,- D Q 0 C<, 01 !' C., 01 r' c., 0 c., 1--- DISPLAY MOD + 1.OW Yes Y_'_ DL 20 1 ..-,... 3 1 ... ... .., v...a .u... a u...i a.. _0°� 2 1.4D ' Yes Y _1 DL'1.4 1 13 1.4 _ I -{ 3-- _-- 1.2D+1.OW 0 Yes Y_ DL1.2 _ 4 1.2D + 1.OW 30°- -Yes Y DLl T. 5 : 1 20' 1 T 3�1.2 - l 5. - 1.2D ± 1.OW 450 Yes Y__ DL 1.2 6 1 22 1 3-,1 2 - _ 6 1.2D + 1.OW 60° Yes Y DL11.2 1 1 23 1 - 3 1.2 -- _ - � -- - - -- - ---- 1.2D + 1.OW 90 Yes Y DL 1.2 _7 8 1- 2 3 1_.2 $ 1.2D + 1.OW 120° Yes Y - D�! 1.2 9 1 -24 25 -1 1 1 3 �1:2 - --- - I _9 1.2D + 1.OW_ 1350 Yes - Y DL 1.2 10_ 1 26 1 3 1.21 10 ' -1.21D ++ 1.OW 1500 Yes Y QL 1.2 11 1 27 1T -- 3 1.2 -- - - -- -- 11 1.2D + 1.OW 1800 - _ Yes 12 1.2D + 1.OW 2100 Yes Y Y DL 1.2 D►-'-;1.2 _4 . _1- 5 -1 20_ 21 !-1 -1 _..__ 3 112 -�-- -- 1- ° 14 1.2D + 1.OW 240° TI Yes Y DL 1.2 7 I -1 23 - 15 1.2D + 1.OW 2700_ Yes Y1 ,DL,1.2 8_ -1 24 -1 3 1.2 RISA-3D Version 17.0.2[\... \... \... \... \... \... \... \... \01 - MA\FEA\_Trials\RTP12-Springs_2.5.r3d] Page 1 Company CLG Nov 25.2U19 Designer JGG 4:28PN Job Number 62100-10015585-01-NR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Load Combinations (Continued) n�",^"o". o r D =. D.,C:. =., C- 0 =- " =- . .- . [KT- _ _�_1.2 15� 1 31 1 1 31.9 =-T-T-T- 10 Hot Rolled Steel Promrties 36 Hot Rolled Steel Section Sets 1 _F_ Urmer Face Horizontal PIPE 2.0 Beani None A53 Gr.B T: 'ic 1, EWA 1 2 Base Pipe ---PIPE 2.0 7—Beanj- --None A53 Gr.B Typical I 3 Base Tray Angle L2.5x2.5x3 Beani None A36 Gr.36 Typicall 5 Diagonal Brace PIPE ZO Bea None A53 Gr.B Typical # 1 6 Kicker Brace PIPE 2.0 1 Bea None I A53 Gr.B Typical __8__j'_ PIPE �.5 j PIPE 2.5 ea Pipe Gr.B Typical Hot Rolled Steel Desi-qn Parameters /"^=/ p^"~. /~..hx., /.... c., .^--"_1 .____ .--"-i.----`-~.. Company CLS Nov 25, 2019 Designer JSS 4:28 PM Job Number 62100-10015585-01-MR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Hot Rolled Steel Desiqn Parameters (Continued) I nhal Rhona I ann#hrinl I M.,dinl I L,"NG I 1 _ 1__t;_I I L,-Ir;-1 r 7 M15 Base Tray ...' 16 Lb—TLateral 8 M16 Base Tray ... 16 byy— Lateral' 9 M17 Base Tray .. 86.375 Lb Lateral 10 M18 Base Tray ... 16 1 Lateral 11 M20 Base Tray . 86.375 Lb Lateral 12 M22 Base Tray ... 86.37511 Lb Lateral 13 M23 Base Tray ... 16 Lb — - 14 M25 Base fray .. 86.375 Lb " 15 M27 Base Tray ... 86.375 Lb -- ILateral 16 i M28 Base Tray 16 Lb 17 M30 Base Tray ... !86.375 Lb 18 M32 Base Tray .. 86.375 -- Lb Lateral 19 M33 Base Tray ... 16 ---- __ Lb Lateral 20 -M35 Base Tray ... 86.375 1 Lb yy Lateral 21 M45 Base Pie 150 Lb Lateral 22-1 M58 Base Pie 150 Lbyy Lateral 23 M59 Kicker Brace l 123.9019 Lbvv-- Lateral 24 M60 Kicker Brace 123.9019' LbsyLateral 25 M61 Diagonal Br.. 65,6841 Lb — -- Lateral 26 M62 Diagonal Br..' 65.6841! __ Lb LateraE 27 M78 Upper Face..i 150 Lb Lateral', 28 i M87 PIPE 2.5 120 Lbyy Lateral 29 M88 PIPE 2,51 120 1 LbVv Lateral 30 1 M89 PIPE 2.5XI 120 1 Lateral 31 M90 . 2.5 _ _ 120 —.-_ - -- Lbvv_ _� __PIPE Lateral; Envelope Joint Reactions .Inint X nhl 1 C v rlhl I r 7 riki nev rn, ea, 1 � nnv rim cn • i i • :i y �•: i • i • � • • •� rt • : 1 : i / 1 / + i : 1 1 � •: � � i i + i + • : •• ■ • : 1 � 1 i i : 1• • i• • 1 1 i 1 • • i •• � + � ,. , i i • i • 1 • 1 • i �• • i i 1 i •. � 1 1 / i + • ':• 1 II 1 1 • .j • is � • / : / / / •� � • i •a • •• 1 • i • i • RISA-3D Version 17.0.2[\... \... \... \... \... \... \... \... \01 - MA7FEA\_Trials\RTP12-Springs_2.5.r3d] Page 3 Company CLS Nov 25, 2019 Designer JSS 4:28 PM Job Number 62100-10015585-01-MR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Envelope Joint Reactions (Continued) Joint X flhl I(, Y flhl I C: 7 nh7 hAY, nh-ffi 1 r' KAv nti 41 1 f, ne7 nu, w I n •: 1 • . !13 36 ! 36 # 1 a ••� • / i 1 36 1 • t • + • ': r s 1 i • r , •, � 1 0 1 r • • is �. •• � 1 . 1 � # • +' 1 '� • 1 � 1 / i ,• 1 • 1 • i � 1 i r 98.0984 1 1 • 1 1 • 1• • / i i 1 r • �11 • •� i • ! • 1 RISA-3D Version 17.0.2[\...\...\...\...\...\...\...\... \01 - MA\FEA\_Trials\RTP12-Springs_2.5.r3d] Page 4 Company CLS Nov 25, 2019 Designer JSS 4:28 PM Job Number 62100-10015585-01-MR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Envelope Joint Reactions (Continued) .hint X rlhl 1 (` Y fihl 1 ( 7 fihl MX flh_ffl i r^ nnv nh ai i r, nn-7 n� ui i n 85 N33 0 36 _ 38.7027 11 96.3374 73 -T- 0 36 0 - 36 0 36 86 - 0 1 -29,4894 3 0 9 0 1 0 1 i 0 1 87 N25 0 36 46.7978 ! 5 4�82.5666 6 0 36 0 36 0 36 88 I {... 0 1' -32'6747 11 0 3 0 1 0 1 i 0 1 89 N58 0 36 29.8175 8 60.3671 .250 36 0 '36 0 36 90 0` 1 -32.3586 18 0 9 0 1 0 1! 0 1 91 N50 0 36 27.3111 14 93.6928 14 0 36 0 36' 0 1 36 92 0 1 =34.809 10 0 1 -Q�� - 0 1 0 1 93 N34 _ 0 36 47.689 4 122,2371 4 0 36, 0 36 0 36 94 0 1 1 -41.829 11 10 3 0 1 0 1 0 1 95 N26 0 36 63.8087 3 237.3821 1311 0 36F 0 36 0 36 96 ... 0--� 1 -52, 7156 34 __ 0 2 0 1. 0 1 0 1 97 N59 0 36I 53.8949 16 138.4716 2 0 36 0 36 0 36 98 -0 - 1 -42.5456 7 0 1 0 1 0 1 0 1 99 N51 0 36 29.3523 10 117.8882 18i 0 36 0 36 0 36 100 0 1 -36:6756 8 0 3_ ` 0 ' 1 0 "' 1 101 N35 0 36 35.945 11 1 72.5576 1 0 36 0 36 102 I... Q 1- -7:7291 12 " 0 0 1 _; 0 �3� 1 103 N27 0 36 63.6231 5 82.2724 13 0 36 0 36I 0 36 104 0 1 -25.784 11 0 2 0 1 0 1 0 1 105 N60 ... 0 361 3.9721 7 78.4823 28 0 36'�O�36 0 36 106 0 1 -70.1496 11 0 3 0 1 1 0 1 107 N52 0 36 53.0451 16 136.4046 16 0 36 0 36' 0 36 108 - 0 1 -19.9529 13 0 1 " 0 1 , 0 1 r, 1 109 N36 ! 0 36 14.1261 4 51.2589 4 0 36 -0 36 0 36 110 I... 0 1 -47.4651 16 0 6 0 1 0 1 -0 1 111 N28 0 361 56.9244 16 147.4848 3 0 36i 0 36 0 36 112 ' 0 1 -72.3808 6 Q 2 113 Totals: .. 11709.0594 3 1349.9349 15 7062.44041221 1141 4611 11 -1349.933 7 3365.1583 3 Envelope A/SC 14th(360-10): LRFD Steel Code Checks Mamhar Shang Cnrie C 1 nrrinl I r. Shanr r` I nrrinl nir I r nhi*Dnr fihtnh;*Dn1 tlhl ..h;* 1_ M45 --I PIPE M 539-_97 8. 16 ' .33963 55.22 11 f6295.4223 32130 1871. 1871...4 41 .H1 ... 2 1 M58 ` PIPE�2.01 .358 177.3... 11 _ _ .167 26.8421 � 11 6295.4223 32130 i1871.. - - - - 3 78 _PIPE 2.0T .357. 26.6... -__ 3 .127 11 6295_4223 3 13Q 1871.. 1871...2 81 .. H1 4 M30 L2.5x2.5x3' .346 86.37 _- 11 -121.5789 -_-- .021 86.375 11 633$.4431 29192 4T872.... 1�25?� gas; H2-� 5 _ L2_5x2.5x3 .302 _86.370 12 026 86.375-- z-- 11--- 6338.4431 29192.4'872.... 1768 ... 2.12... H2-1 _M17 6 M22 L2.5x2.5x3 _ 302 I86.37 11 .028 86.375 i z 11 6338.4431 29192 4�872.... - _- 1735. (1.95.. H2-1 M35 L2_5x2_5x3_296, 86.37E 11 _020_ 86_375 _-_v 6338.4431 29192,4872.... 1672 ... 1.67... H2-1 8 M32 L2.5x2.5x 264 86.37 11 020 86.375 z _-11--- 11 ` 6338,4431 29192.4 872.... _ 158M1.38..J H2-1 9- M20 L25x2.5x3 .25386.37 . 11 _025 86.375 11 6338.44311 29192.4 872_ . 1569... 1.33- H2-1 1 M M27 L2.5X2.5X31 .247 �86.37 11 018 86.375 z 11 16338.431 291 M2.4�872...: 1569. (1.33.. H2-1� 11-- M25 L_2_.5x2_5x3 .241_._86.375 11 29192.4'872.... i1566.. 1.32... H2-1 12 M88 PIPE 2.51 .187 31 5••• _ 16 _..025-86.375_-'-� .0 1 63-1579 __--11---_6338.4431 18 22373.407 5071 596�3596 �2.1a..?H1-...� 13 -_M87 _PI PIPE .143 116 ... - 065 116,2105_ 17 22373.407 60715 3596.. 3596...1.79... H1 14 1 M89 'PIPE __ 2.5X� .134 �31.5... --15 - 6 - .066 116.2105� 11 2$393.54.. - 6615Q 4646.. -- T 4646 T1.87.. H1-... 15 M90 _PIPE_2.5 129116.... 6 116.2105T 6 22373.407150715 '3596.. 3596...2.04... H1-... T_ 16 M6Q T PIPE 2.0 ! .12Q 123....' 11 _.067 03 123.9019 I 11 9226.81a4 32130 1871.. 1871.. 1.49..H1--... PIPE 111_--- 0- 123.9019 '_------11 9226.8104 32130 1871 . 1871..:2.08...H1 -17---__M59 18 ( M62 _ __2.0 PIPE 2.01 .043 I 0 ---3 -- _ 6 _-_035 .018 1 0 1$ 22433.63.. 32130 1$71.. 1$71. T1.11. H 1=] 19 M61 _' PIPE _2.0 _039__ 016 _ -_035 0 '- 22433_63... 32130 1871_. 1871 .1 13_.H1 20 M23 PL2x.625 .021 Q_ 11 019 0 1 -3-- 10 `26770.17.. 40500 527....1687.5T1.14�H1... 21 M 1 P_L2x.625 0 11-____ .043 16 11 26770_17..� 40500 527.... 1687.51.14... H1 _ _ _ 22 M1Q _.021 ___ _I 4L2x. 018 16 __ 16 025 0 y I -7 26776.17.. 40500 T527_ 1687.51.13.1H1-..1 RISA-31D Version 17.0.2[\...\...\...\...\...\...\...\...\01 - MA\FEA\_Trials\RTP12-Springs_2.5.r3d] Page 5 Company CLS Nov 25, 2019 Designer JSS 4:28 PM Job Number 62100-10015585-01-MR Checked By: CAR Model Name 62100-10015585-DXL01954-Grapevine Mills Mall Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shape Code C... Loc in I RISA-3D Version 17.0.2[\... \... \... \... \... \... \... \... \01 - MA\FEA\_Trials\RTP12-Springs_2.5.r3d] Page 6 Sliding Check - Sled Mount Methodology Static Friction Coefficient, µ Total Global Shear (lb) Total Global Weight (wl ballast) (lb) i Footprint •• •Width ASD Safety Factor, 0 ( 1.5 0.8 Required Weight Sliding• s ®� Design :.,Roof • . 27% C LS 62100-10015585-01 -MR November 25, 2019 Ballast Results Existing structure documentation: Evaluation for Placement of New Equipment by Celeris Group Consulting Engineers, Celeris Project No. 17-10457, Rev. 1, dated May 22, 2019 Existing roof is constructed of 4'-0" x 8'-0" Hollow Core (4HC8) 66-S Precast Roof Sections. 0, n rni(rnr-mN, N,., t," L t: K I ( 01 ft i a I T f H111 C � ft, C R ft, iL r C I", Ekisting Star,-tute, (E)t-awiifoc I by G1.P111k, Tk by fPB Aote.,111, Dtil-12.1,oy 28, 220"" Structure Type Hoffba• Cale P&f* RDof EPS ASSOCIATES, INC, P L, L I I « q . . . I . . . . �t RW o-tE-e6Eos� EPS FRDJECT. VK11WA PAAE New foasl owftm New Pai;;0 I OE C�*r 5mimkvLpw0nft 7 , Emstimi 49ft- F-4r 1W_r !rob* of s6a UWW"sed —4e�6.4 md cambors (ML) K!" E, Bt)'qrdf�7 'St'f'el Arh,,igmri, TX 76D'T {r � P17 451) De,77 _0 to % ei Ir It isV R' 0 n V 0 AN'S In W 34 M 9 20 in He 00 IN "a U-87 r 00 41 FA S 'a M 4 29 01 = 0 02 02 it U Q_; 03 UZ UZ U 32 36 to 00-411 -42-GIB 011-06 at Z 63 to "' 13 09 81 64 40-4 __ --- - OR V *79 VA Aff? MR 4W -10 IN �3 W W M lie I" Um W 111i 92 66 50 44 $5 3* ME T" ot '02 0., CU U2 04 04 OS O�S OA OA IDA 01 03 OR al 62 $2 4! &ZA1-&24A45-01-4_9 0.2 0'2O4 0_1 &S OA a* C,4 0. " b� OA DA 03 01 U tkl 19 4 '�J 748 IF4 421 Wk 3V 223 $m 20 244 ns ztl '94 177 40 iAA In M 107 97 OR n 66 W " 46 42 V V n of 4.2 OR 02 03 ok4 04 U as Os U OX 04 os as V4 66 04 as a I Oki OD11V'4_03_OS_07_N ps 01 04 0, "S Os of 04-2ts to c'? O'r 0.? Or 0? U to 03 O�,4 04 FSl2fflMR2M70rM mjm� Iwo lalss %42 Izz U 52 TA 7T 10 Rr, FA rl At $A #t OR CA 04 V9 C$ *6 O'S 07 V; 07 OJB U " US at OR 0; OR 64 0-1 a? 56 ot 0. 02 p1-4-11 1', *4 " ms as go at VW 0A 09 " 02 tq "a IL to at qV %* as liT .. — al 'M t42 W A" 1.1 1#6 M M M at, M 223 1W 140 IV Ut 13"i's It@ I'll 10 a, 77 X 00 7" $1 IS &* CS 01 06 06 07 67 of 09 up Y q I'm 'In 1A *1 11 Ct 11 11 1 at 01 as 22 0 NA ps as Vt 07 CD 0 I'T 4t tit 57 of 01 443 Job #. i7-io4s7 Y-\CIS Group\D_XL954\SC6C stmcturaApmposed mounts\DX1954 Sled Mount -Pal CLS 62100-10015585-01 -MR November 25, 2019 Design Loads for 4'-0" x 8'-0" Hollow Core (4HC8) 66-S Precast Roof Sections: Sectionpc = 240 psf Per PCI Design Handbook, 81h Ed. 2017 PFELINTUR NSIMEFT'FRASTPHYTTES, CMRUPMENTS CHAPTER 3 &6 Haffow-Ccre Lead rabies (contj StaW, P-attem DesVMMM Ex secoon PICpalws 4ft0WLx8ftL NO tOqW'q 2 &L UU-cV, if, 'Bf�71 caparjmt 5 stx,&r Y, = 4,DD in- 5,29 in, fc15 lbffl' for tpped rwffbwa Pamandar a ins bBd- Lonrtrm rzffd.,O-. vidah; mpam?pcm daaaf ked but dD not mcLdp IJ� 7-0.0-0-077 1. y, S S, = 4M nin_ = 417 drO = 417 dnl 4,71 En. 5BI M,1 652 IrO hma kad- 224 IbMI 324 thlft DL = 56 Will 81 lbrd, Capacify of sa&OW of Ott; =M%zffBtOpS f 50M psi VIS = 1,92 ffi, srnUar FDr pn�css yakAps, ses bczU hWbw-mm f, = 270,OW psi b. 12,0 dn, Table of superknposed Smke ked capacffv, lbfftl and cambem. ftL Stand Spark, ft Pan-11 1211121 '411,51 1s] 171 I'S 1 19 j 2B 1 21 iiij 2i!j 241251261 27 128 129 13D 31 1321 22 . 34 _3537391 4D 385 345 313 283 25DI240 223 2B4 179 15F 140 124 110 99 V 77 69 61 54 48 43 38 33 29 66-S 01 U2 01 a-2 D2 0,2 DI U2 02 0-3 02 D-3 0-2 02 02 0-2 01 00 Ob ­01 -9-2 -013 Z15 z 6 r14' 402 0-2 0-2 0,3 D,3 0.3 U U-3 0,3 02 02 D3 0,2 9-2 0A TO -0A -02 -02 -05 -0-7 -0�9 - t III - 449 407 3B7 334 302 2E5 263 2-42 213 IBB 167 149 133 119 106 95 So 77 69 E2 55 50 44 39 35 31 26 76-S 0-2 0-2 02 0-2 U 0-3 03 D2 D,3 (12 DA U-4 0.4 0-3 02 03 02 02 Oi 0.1 OD -0-1 :-:1 -D2 4 _0A -0-5 -0-7 -D.7 - 02 4-2 0-3 03 0­3 OA DA DA DA 0.4 DA 6-4 DA 0-3 0,3 92 CA 0.0 -01 -0-2 -0-4 -0-6 -U.6 -I �i -lA -t7 -ZO 422 36U 34E 316 290 257. 247 231 M 292 IQG 179 leg IW 144 130 jig 1D7 97 88 80 72 W 60 54 46 42 37 32 2B 58-5 02 02 0-3 M3 D2 04 DA 0,5 0-5 0.5 05 DA 06 0-6 M GjB 0-6 0.5 0-5 O5 0.4 U-3 02 01 0.0 _0.4 -0,3 _D5 -0.7 -D_g 03 03 DA OA 0-5 B5 OJB Cif D.B 0_7 0.7 0-7 0.7 0-7 03 OB ()-6 0.5 GA 0-3 0-2 0-0 -0.5 -0A -DX -0-9 -1.2 -1,6 -20 -2A 475 430 323 3el 332 3M 2B8 2M 253 235 223 2M 200 18D 166 153 14 132 121 110 IM R2 64 , 7 , 7 70 63 56 51 45 4D rag-S 03 6.3 U 0.4 0A 05 05 0_6 05 07 07 D.7 0,9 0-8 u.a aa oz o.s ojs O_S 0,6 0_7 0_7 OB us 0_4 02 0_1 _0_1 _a3 4-3 0.4 0.5 DS 0_5 CA3 03 0-7 OZ 0.6 D-9 0-9 1.0 1-0 1,0 IL 0-9 Q�Q 0.9 OA 0-7 O.C. OA 02 U-0 -0-2 -0-5 _&B -1-1 _1.5 496 442 402 3-m 341 218 295 2755 259 241 229 215 2M 195 180 166 157 144 135 126 116 110 101 92 84 TT 70 64 58 52 79-S 03 0-3 OA D-5 0.5 0,6 DR 03 0.7 D.8 U-9 02 1.0 1-0 1.0 1.1 11 ti 1.1 1.1 1.1 ILI 1-1 I'D 0-9 &B GJ OB Ob 0.3 OA 05 0-5 06 01 0.6 0-6 D-g 1-V 10 'Ll 12 12 12 IZ 12 1.3 1-3 1_3 _12 1.2 1-1 1.0 � f1_8 0,7 0.5 0.3 00 --D_s _EU Super -imposed Dead Loads: Suppt = 23 psf Roof Live Loads: RoofLL = 20 psf Rooftop Ballast Mount WBE = 1513 lb BallastFR = 481 tb BallastTL =1924 lb Weighttotat = WBE + BallastTL Weighttotat = 3437 lb RoOfpressure = 28.4 pSf UniformLp = ROOfpressure + RoOfLL Uniformtp = 28.4 psf + 20 psf UniformLo = 48.4 psf 62100-10015585-01-MR Site Pro 1 RTP12 November 25, 2019 Total Weight of Frame and Equipment Ballast Required Per Tray Total Ballast Required Total Weight of Frame, Equipment, and Ballast Equivalent Roof Pressure Equivalent Uniform Loading Uniformtp < Sectionpc OK • 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 SITE NAME. FA # /SITE ID: PROJECT TYPE: L TE PROJECT ID STRUCTURE TYPE: l, IT . r' GRAPEVINE MILLS MALL DX1954 32.9611939, 97 0464719;� f 4 a I 7 c�- o y0 $ 4 DEPART DALLAS FORT WORTH INTERNATIONAL AIRPORT (AIRPORT), TEXAS, UNITED STATES ON LOCAL ROAD(S) (EAST) FOR 76 YDS. TURN LEFT (NORTH) ONTO N SERVICE RD [INTERNATIONAL PKWY] FOR 2.0 MI. BEAR RIGHT (NORTH) ONTO RAMP FOR 87 YDS. TAKE RAMP (LEFT) ONTO SR-97 SPUR [INTERNATIONAL PKWY N] FOR 0.8 MI. ROAD NAME CHANGES TO SR-121 [INTERNATIONAL PKWY] FOR 0.9 MI. TURN OFF ONTO RAMP FOR 0.4 MI. TURN LEFT (WEST) ONTO BASS PRO DR FOR 0.5 Mi. KEEP RIGHT ONTO LOCAL ROAD(S) FOR 65 YDS. BEAR RIGHT (NORTH—EAST) ONTO SR-26 [STATE HIGHWAY 26] FOR 0.4 MI. TURN LEFT (NORTH) ONTO LOCAL ROAD(S) FOR 21 YDS. ROAD NAME CHANGES TO GRAPEVINE MILLS BLVD S FOR 109 YDS. TURN LEFT (SOUTH—WEST) ONTO ANDERSON GIBSON RD FOR 0.3 MI. TURN RIGHT (EAST) ONTO LOCAL ROAD(S) FOR 54 YDS. 130CALL LTEXAS811 ONE CALL - DIAL 811 CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-344-8377 LATITUDE: (NAD 83) 32.9611939' IL LONGITUDE: (N 83) —97.0464719' SITE ADDRESS: DX1954—GRAPEVINE MILLS MALL 2220 GRAPEVINE MILLS CIRCLE WEST GRAPEVINE, TX 76051 GROUND ELEVATION: 565' AMSL MARKET: NORTH TEXAS JURISDICTION: CITY OF GRAPEVINE COUNTY: TARRANT OCCUPANCY TYPE: UNMANNED A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ENGINEER ARCHITECT: CLS GROUP BUILDING OWNER: MOODY NATIONAL HP GRAPEVINE MT, LP 609 S. KELLY AVENUE, 6363 WOODWAY DRIVE, SUITE 110 STE. D HOUSTON, TX 77057 EDMOND, OK 73003 CONTACT: JAY KAROTKIN PM: DAVID ROGERS PHONE: 7139777500 405-348-5460 SITE NAME: N/A CUSTOMER: SITE NUMBER: N/A AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 CONTACT: DANIEL NUTT PHONE: 281-405-6747 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING APPLICABLE CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. BUILDING/DWELLING CODE: IBC 2006 STRUCTURAL CODE: IBC 2006 PLUMBING CODE: IPC 2006 MECHANICAL CODE: IMC 2006 ELECTRICAL CODE: NEC 2017 FIRE & LIFE SAFETY CODE: IFC 2006 IF DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. Al SITE PLAN 3 A2 EXISTING EQUIPMENT PLAN i 2 A2.1 PROPOSED EQUIPMENT PLAN 2 1 BUILDING ELEVATIONS BUILDING ELEVATIONS (SOUTH) 2 A5 EQUIPMENT DETAILS I 2 A6 j EQUIPMENT DETAILS 2 ADDENDUM MOUNT REPLACEMENT — BUILDING SOW: 1. EXISTING AT&T ANTENNA YWNT TO BE REMOVED AND REPLACED WITH SITE PRO 1 RTP12 ROOFTOP PIPE FRAMES AS PER MOUNT ANALYSIS DONE BY CLS GROUP, PROJECT #62100-10015585-01-MR DATED NOVEMBER 26, 2019, 2. RELOCATE EXISTING EQUIPMENT TO PROPOSED ANTENNA SLED MOUNT. 3. REMOVE EXISTING (1) DBXNH-6565B IN ANTENNA POSITION 3 EACH SECTOR. 4. MOVE EXISTING (1) HPA-45R-BUU-H6 IN ANTENNA POSITION 1 TO ANTENNA POSITION 3 EACH SECTOR. 5. INSTALL (2) JAHH-65B-R3B ANTENNAS TO BE MOUNTED ON A BSAMNT-SBS-2-2 DUAL ANTENNA MOUNTING BRACKET IN ANTENNA POSITION 1 EACH SECTOR. 6. INSTALL (1) RRUS-32 FOR RRUS-4478 FOR 700ar EACH SECTOR. 7. REPLACE EXIST 50 RtS 12 NTH RRUS-4478 AND INSTALL ON ENNA POSITI H_ SECTOR. 8. REMOVE (6) U 0 Cox 10 ER .USED -GSM. 9. MOVE 2300 fti 1 SECTCqq 10. MOVE MTC�EW WITH 2300 LTE EACH SECTOR, 11. REMOV 0'`.o S. TE TO CONTROL ALL RETS.LANS TO 12. INSTALL (1) DC6 4$ 06 Q- — 13. INSTALL (3) 8 6 DO OWA ftrl 1 FIBER TRUNK PER SECTOR. GROUND SC f 1. INSTALL NEW DC12=48-' - SYCAP FOR THE 3 NEW DC POWER l 2. WIRE UP -WA ,,,aFOR ,2 RAC AND INSTALL (3) 30_,AMP ER� 0 —& 4C T AND (3) 25 AMFKfkkNO(�R 3. INSTALL (A 148 fkfWlFtERSIEXISTING POWER, PLANT. NE IENE [�CHTX 75234 RICSSON 55 6300 LEGACY DRIVE PLANO, TX 75024 u w ' � , �, �1 �a.yL `�% cY ni LpcF2r 319 CHAPANOKE RD, SUDE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COAL( F-13220 EXP, 01/31/20211 A 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 CLIENT COMMENTS JT 2 06/27/19 MA UPDATE SC 3 12/05/19 MA UPDATE JT NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET f t � ` . .................. *.'r/ TYL . ....BARKER../ 4473MAS ;4Ci fiFAl. — lw To- OIL/2�dt�'i11'P M, FEaalzm4n �v �t*F-13 trim PE# 124473 EXP: 09/30/2020 DX1954 'INE MILLS MALL A#:10015585 'EVINE MILLS CIRCLE _) VEST TITLE TITLE SHEET �THEET NUMBER T1 1 GENERAL NOTES i 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSIONS OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE STARTING ANY WORK. NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INSONSISTENCIES BEFORE PROCEEDING WITH THE WORK, 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FOR THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC 13 EDITION SPECIFICATIONS. 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES". 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUT DOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 19. ALL ANTENNA PIPES SHALL BE SCHEDULE 80. 20. LIMITS OF LIABILITY - ITEMS REFERENCED ARE OWNER/CLIENT DICTATED ITEMS, OR SUPPLIED ITEMS WHICH ARE REPRODUCED WITHOUT ALTERATION AS DIRECTED BY OWNER/CLIENT, AND OWNER/CLIENT ASSUMES ANY AND ALL LIABILITY FOR USE OF, CONSEQUENCES OF, OR INTERPRETATION OF SAID ITEM, SPECIFICATION, OR DIRECTIVE; AND AGREES TO INDEMNIFY AND HOLD ENGINEER COMPLETELY HARMLESS. 21. PROFESSIONAL SEAL - DETAILS, SPECIFICATION(S), OR ITEMS REFERENCED, ARE NOT PART OF THE PROFESSIONAL DESIGN PERFORMED BY LICENSEE AND THE PROFESSIONAL SEAL DOES NOT APPLY. 22. LIMITS OF LIABILITY - ITEMS REFERENCED ARE OWER/CLIENT DICTATED ITEMS, OR SUPPLIED ITEMS WHICH ARE REPRODUCED WITHOUT ALTERATION AS DIRECTED BY OWNER/CLIENT, AND OWNER/CLIENT ASSUMES ANY AND ALL LIABILITY FOR USE OF, CONSEQUENCES OF, OR INTERPRETATION OF SAID ITEM, SPECIFICATION, OR DIRECTIVE; AND AGREES TO INDEMNIFY AND HOLD ENGINEER COMPLETELY HARMLESS. ELECTRICIAL INSTALLATION NOTES 1. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTORS SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. ELECTRICAL INSTALLATION NOTES CONT. l 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPED CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (12 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT ON LESS THAN 75'C (90'C IF AVAILABLE). 15, RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17, ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT) OR ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE, 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 24. CABINETS, BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 34 (OR BETTER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ). THE SITE -SPECIFIC (UL, LPi, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 91) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EGOO-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC EQUIPMENT REQUIRED a GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6, AWG STRANDED COPPER OR LARGER INDOORS BTS; 2 AWG STRANDED COPPER FOR OUTDOORS BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL, SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUND SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FOR 8 FEET TO 10 FEET. 14. ALL GROUND WIRE TO RRUS SHALL BE #2 GREEN STRANDED. 15. ALL OUTDOOR LUGS SHALL USE BLACK HEAT SHRINK AND INDOOR LUGS SHALL USE CLEAR HEAT SHRINK. 16. ALL OUTDOOR LUGS TO BE LONG BARREL 2 HOLE WITHOUT INSPECTION HOLES AND INDOOR LUGS TO HAVE INSPECTION HOLES. AGL ABOVE GRADE LEVEL MFR MANUFACTURER AMSL ABOVE MEAN SEA LEVEL MGB MASTER GROUND BAR AWG AMERICAN WIRE GAUGE MIN MINIMUM BLDG BUILDING N.T.S. NOT TO SCALE DWG DRAWING (P) PROPOSED FT FOOT PPC POWER PROTECTION CABIN EMT ELECTRICAL METALLIC TUBING RBS RADIO BASE STATION ELEV ELEVATION IN INCH(ES) EQUIP EQUIPMENT INT INTERIOR (E) EXISTING LB(S) OR # POUND(S) EXT EXTERIOR SF SQUARE FOOT FND FOUNDATION TYP TYPICAL F FIBER W/ WITH GALV GALVANIZED XFMR TRANSFORMER GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM ^t&t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 Rlllf"53,� 1I e?. � 'c,. 6300 LEGACY DRIVE PLANO, TX 75024 MM .�%k �s ,� E. 1.1 a .a a��a., s.a s, oL AFs`�.ea1.. 319 CHAPANOKE RD, SUrrE 118 RALEIGH. NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA// '-13220 EXP, 01/31/2020 J IONS A I 08/04/17 PRELIMINARY ISSUE 0 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 I CLIENT COMMENTS JT 2 06/27/19 ;MA UPDATE SC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE GENERAL NOTES SHEET NUMBER 1 SITE PLAN TRUE NORTH SCALE: 1 /16"=1'-0" 0' 5' 10' 20' 40' at &t 1801 VALLEY VIEW LANE FARMERS BRANCH, TY, 75234 Rill T *. s S 0N 6300 LEGACY DRIVE PLANO, TX 75024 101, I AS"X ✓ =: 319 CHAPANOKE RD, SURE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 REVISIONS REV. DATE DESCRIPTION .INITIALS A 08/04/17; PRELIMINARY ISSUE JRL 0 11/20/17 ::FOR CONSTRUCTION JRL 1 03/02/18 :CLIENT COMMENTS JT 2 06/27/19 MA UPDATE Sc 3 12/05/19 '.. MA UPDATE'. JT NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET a+Earnxman� arsm ��F9$8�BF6.ap�, 9/f�itl L PE# 124473 EXP: 09/30/2020 DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE SITE PLAN SHEET NUMBER Al j EXISTING EQUIPMENT PLAN I woom, . TRUE NORTH EXISTING H—FRAME WITH EXISTING EQUIPMENT at&t FARMERS 1 801 VALLEY VIEW LANE ERS BRANCH, TX 75234 ER11CSSION 6300 LEGACY DRIVE PIANO, TX 75024 29 g 'Roup 'LT NO LSGt V" tchan'aon—k, c"orr"pany 319 CHAPANOKE RD, SL111E 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 JREVISICINS REV. V DATE DESCRIPTION INITIAL`. A 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 CLIENT COMMENTS JT 2 06/27/19 MA UPDATE SC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .................................... LER M. BARKER ZY .................................... 124473 :*'Q� ;'#-' NAL ems- ns FE 0 12,"" Ew W3W2= MAOF-azzoEv. 113vzow PE# 124473 EXP: 09/30/2020 DX1 954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE EXISTING EQUIPMENT PLAN SHEET NUMBER A2 PROPOSED (3) 1 POLE 30 AMP BREAKERS FOR 2100 5C LTE IN EXISTING POWER PLANT PROPOSED GROUND RUN FROM PROPOSED RAYCAP TO EXISTING GROUND BAR PROPOSED (4) —48 RECTIFIER IN EXISTING POWER PLANT PROPOSED (3) 1 POLE 25 AMP BREAKERS FOR 700 6C LTE IN EXISTING POWER PLANT PROPOSED (2) 8:6 DC POWER TRUNKS FROM PROPOSED RAYCAP TO PROPOSED SQUID EXISTING GROUND BAR EXISTING N ESTU R E 721 POWER uuu PLANT ❑6 EXISTING LTE CABINET PROPOSED POWER RUNS FROM PROPOSED RAYCAP PROPOSED OUTDOOR TO PROPOSED BREAKERS RAYCAP MOUNTED TO EXISTING H—FRAME, RE: 1/A5 EXISTING OUTDOOR RAYCAP EXISTING MINI PURCELL CABINET PROPOSED EQUIPMENT PLAN RRUW EXISTING POWER PLANT RRUW RRUW EXISTING ATS EXISTING AT&T CABLE TRAY PROPOSED (1) 8:6 DC POWER TRUNK FROM PROPOSED RAYCAP TO PROPOSED SQUID PROPOSED (2) 10 PAIR FIBER TRUNKS FROM PROPOSED RAYCAP TO PROPOSED SQUID EXISTING AT&T CABLE TRAY EXISTING 3106 CABINET EXISTING 3106 CABINET at&t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 6300 LEGACY DRIVE PLANO, TX 75024 F 1. T atu A..a p si; 319 CHAPANOKE RD, SUITE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 __. REVISIONS REV, DATE DESCRIPTIONS 'INITIALS A 08/04/17 PRELIMINARY ISSUE JRL 0 '.. 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 . CLIENT COMMENTS JT 2 06/27/19 ,MA UPDATE SC NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .� fr ®F.......... fAk T .................................... TYLER Me BARKER .................................... 124473 i4t. RRUW I RRUW RRUW i RRUW t/di�aF� EXISTING EXISTING PE9124473 ' TELCOM TEICOM EXISTING F-1sas�E.� lnlMZ0 EQUIPMENT EQUIPMENT 2106 EXISTING H—FRAME WITH CABINET EXISTING EQUIPMENT EXISTING POWER PANEL PROPOSED (1) 18 PAIR FIBER TRUNK FROM PROPOSED RAYCAP TO PROPOSED SQUID TRUE NORTH L PE# 124473 EXP: 09/30/2020 j DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST GRAPEVINE TX 76051 SHEET TITLE PROPOSED EQUIPMENT PLAN SHEET NUMBER SLOPING NOTE REMOVE (6) RUNS OF COAX NO LONGER USED FOR GSM. REMOVE RET HOMERUN CABLES. LTE TO CONTROL ALL RETS. MOVE 850 LIMITS TO ANTENNA POSITION 2 TO SHARE WITH 2300 LTE. ROOFTOP IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S), REFER TO ROOFTOP SURVEY FOR ALL EXISTING ROOFTOP COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & ROOFTOP HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT. COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A ROOFTOP AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE ROOFTOP AND/OR MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT AND STRUCTURAL ANALYSIS DONE BY CELERIS GROUP, PROJECT #17-10457, REV 1 DATED MAY 22, 2019. EXIS71NG AT&T MOUNT TO BE REPLACED AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT # 62100-10015585-01—MR, DATED NOVEMBER 26, 2019 A, EXISTING AT&T ANTENI ELEV. = 60'-0" AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL EXISTING BUILDING ELEVATION (WEST ELEVATION) SCALE: 1 /32"=V-0" 80' EXISTING AT&T MOUNT TO BE REPLACED WITH PROPOSED SITE PRO 1 MP12 ROOFTOP PIPE FRAMES AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT i PROPOSED AT&T ANTE ELEV. - 60'-0' AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL 2 PROPOSED BUILDING ELEVATION (WEST ELEVATION) SCALE: 1 /32"=1'-0" 20' 40' 80, EXISTING EQUIPMENT „REMOVING EQUIPMENT IS ITALICIZED TOTAL EQUIPMENT ' RAD 60 AZIMUTH 8/128/248 MOUNT - .TYPE Wall Mount ANTENNAS (E) (3) OBxNH-6565E-R2M I (E) (6) HPA-45R-BUU-H6 TMAs (E) (6) KRY 112 76/1 DIPLEXERS (E) (3) RRUS-11 (700 LTE) - (E) (3) RRUS-12/A2 (1900 LTE) RRUS (E) (3) RRUS-32 (WCS 2300 LTE) (E) (3) RRUS-12 (850 LTE) RRU LOCATION , On H-frame behind antennas ADD'L EQUIPMENT (E) (6) Dc2-48-60-0-9E ._ COAX. --- (E) (6) 7/8, -_— -. _. (E) (6) 7/8„ (E) (1) RET CABLES (E) (15) 1/2" FIBER ., '. (E) (12) 7/8" POWER FINAL EQUIPMENT PROPOSED EQUIPMENT IS BOLDED _ TOTAL EQUIPMENT 60 RAD AZIMUTH 8/128/248 MOUNT TYPE Wall Mount ''.... ANTENNAS (E) (6) HPA-45R-BUU-H6 (P) (6) JAHH-65B-R3B TMAs : (E) (6) KRY 112 76/1'... DIPLEXERS T (E) (3) RRUS-11 (700 LTE) '... ',. (E) (3) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-32 (WCS 2300 RRUS :.... LTE) '.. (P) (3) RRUS-4478 (850 ILTE) (P) (3) RRUS-32 (2100 SC LTE)',. (P) (3) RRUS-4478 (700 6C LTE) RRU LOCATION On H-frame behind antennas ADD'L (E) (6) DC2-48-60-0-9E EQUIPMENT',. (P) (3) DC6-48-60-18-8C COAX (E) (6) 7/8" (E) (15)-1/2" FIBER._. CABLES (P) (3) 3/8" FIBER (E) (12) 7/8' POWER (P) (3) 7/8" POWER � rty IB01 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 st � � y 6300 LEGACY DRIVE PLANO, TX 75024 IN ft s .I.R1.011111LAS, Girt.,319 CHAPANOKE RD, SURE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP- 01/31/2020 REVISIONS REV DATE _DESCRIPTION_ .INITIALS A 08/04/17 ;PRELIMINARY ISSUE JRL 0 11/20/17 ;FOR CONSTRUCTION JRL 1 ! 03/02/18 (CLIENT COMMENTS JT 2 i 06/27/19 ;MA UPDATE Sc 3 '.. 12/05/19 MA UPDATE "JT NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET I �m s.sr.�ar �u�nsa�+. vise' PE# 124473 EXP: 09/30/2020 DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST GRAPEVINE TX 76051 SHEET TITLE BUILDING ELEVATION SHEET NUMBER 3 REMOVE (6) RUNS OF COAX NO LONGER USED FOR GSM. REMOVE RET HOMERUN CABLES. LTE TO CONTROL ALL RETS. MOVE 850 UMTS TO ANTENNA POSITION 2 TO SHARE WITH 2300 LTE, ROOFTOP IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO ROOFTOP SURVEY FOR ALL EXISTING ROOFTOP COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & ROOFTOP HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT. COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A ROOFTOP AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE ROOFTOP AND/OR MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS DONE BY OTHERS. STRUCTURAL ANALYSIS DONE BY CELERIS GROUP, PROJECT #17-10457, REV 1 DATED MAY 22, 2019. EXISTING AT&T MOUNT TO BE REPLACED AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT III 62100-10015585-01—MR, DATED NOVEMBER 26, 2019 EXISTING AT&T ANTENNA ELEV. = 60'-0" AGL "ROOFTOP HEIGHT ELEV. = 60'-0" AGL EXISTING BUILDING ELEVATION(NORTHA • 0 , 80 EXISTING AT&T MOUNT TO BE REPLACED WITH PROPOSED SITE PRO 1 RTP12 ROOFTOP PIPE FRAMES AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT III 62100-10015585-01—MR, DATED NOVEMBER 26, 2019 PROPOSED AT&T ANTENNA ELEV. - 60'-0' AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL PROPOSED BUILDING ELEVATION (NORTH ELEVATION) IL SCALE: i1 /32"=1'-0" 0' 10, 20' 40' 80, EXISTING EQUIPMENT REMOVING EQUIPMENT -IS ITALICIZED TOTAL EQUIPMENT RAD 60 AZIMUTH 8/128/248 MOUNT TYPE Wall Mount '. ANTENNAS (E) (3) DBXNH-6565B-R2M... (E) (6) HPA-45R-BUU-H6 TMAs (E) (6) KRY 112 76/1 DIPLEXERS (E) (3) RRUS-11 (700 LTE) (E) (3) RRUS-12/A2 (1900 LTE) '.. RRUS (E) (3) RRUS-32 (WCS 2300 LTE) (E) (3) RRUS-12 (850 LTE) RRU LOCATION On H-frame behind antennas ADD'L EQUIPMENT (E) (6) DC2-48-60-0-9E CCIAX.. __.. (E) (6) 7/8' _.. (E) (1) RET CABLES '...... (E) (15) 1/2" FIBER (E) (12) 7/8" POWER FINAL EQUIPMENT PROPOSED EQUIPMENT IS BOLDED TOTAL EQUIPMENT _ 6D - RAD AZIMUTH 8/128/248 MOUNT TYPE Wall Mount ANTENNAS '...... (E) (6) HPA-45R-BUU-H6 (P) (6) JAHH-6S8-R3B TMAS (E) (6) KRY 112 76/1 DIPLEXERS (E) (3) RRUS-11 (700 LTE) '... (E) (3) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-32 (WCS 2300 '.... RRUS LTE) - (P) (3) RRUS-4478 (850 LTE)' " (P) (3) RRUS-32 (2100 SC LTE) (P)(3)RRUS-4478(700 6C LTE) RRU- LOCATION On H-frame behind antennas " ADD'L (E) (6) DC2-48-60-0-9E EQUIPMENT (P) (3) DC6-48-60-18-SC COAX (E) (6) 7/8" (E) (15) 1/2" FIBER '.... CABLES L......, (P) (3) 3/8" FIBER,, (E) (12) 7/8" POWER " (P) (3) 7/8" POWER CLt&t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 T 6300 LEGACY DRIVE PLANO, TX 75024 ., H Ca"c3L.,aa$? 319 CHAPANOKE RD. SUITE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 REVISIONS REV. DATE DESCRIPTION_ INITIALS A 08/04/17 PRELIMINARY ISSUE JRL 0 - 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18CLIENT COMMENTS - JT 2 - 06/27/19 ;MA UPDATE Y Sc 3 ! 12/05/19 !MA UPDATE_ ^JT _. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .:` - OF 1 TYL `* * ER M. BARKER .................................... q 124473 14 I" 1 PE# 124473 EXP: 09/30/2020 DX1964 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE BUILDING ELEVATION SHEET NUMBER 3.1 REMOVE (6) RUNS OF COAX NO LONGER USED FOR GSM. REMOVE RET HOMERUN CABLES. LTE TO CONTROL ALL RETS. MOVE 850 UMTS TO ANTENNA POSITION 2 TO SHARE WITH 2300 LTE. ROOFTOP IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO ROOFTOP SURVEY FOR ALL EXISTING ROOFTOP COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & ROOFTOP HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT. COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A ROOFTOP AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE ROOFTOP AND/OR MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS DONE BY OTHERS. STRUCTURAL ANALYSIS DONE BY CELERIS GROUP, PROJECT #17-10457, REV 1 DATED MAY 22, 2019. EXISTING AT&T MOUNT TO BE REPLACED AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT # 62100-10015585-01—MR, DATED NOVEMBER 26. 2019 EXISTING AT&T ANTENN/ ELEV. = 60'-0" AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL EXISTING BUILDING ELEVATION' • 31 1 , 0 mmim80, EXISTING AT&T MOUNT TO BE REPLACED WITH PROPOSED SITE PRO 1 RTP12 ROOFTOP PIPE FRAMES AS PER MOUNT ANALYSIS DONE BY CLS GROUP PROJECT f R71(1fl-1flfl1R5R5—m—<11R 11A7Ff1 PROPOSED AT&T ANTENI ELEV. - 80'-0' AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL EXISTING EQUIPMENT _REMOVING EQUIPMENT IS ITALICIZED TOTAL EQUIPMENT RAD 60 AZIMUTH 8/128/248 MOUNT TYPE Wall Mount ANTENNAS (E) (3) DBXNH-6565E-R2M (E) (6) HPA-45R-BUU-H6 TMAs '., (E) (6) KRY 112 76/1 DIPLEXERS ',. (E) (3) RRUS-11 (700 LTE) "I. (E) (3) RRUS-12/A2 (1900 LTE) RRUs (E) (3) RRUS-32 (WCS 2300 LTE) (E) (3) RRUS-12 (850 LTE)'...... RRU LOCATION On H-frame behind antennas ADD'L EQUIPMENT IE)(6)Dcz-4a-6o-o-9E COAX (E) (6) 7/8 (E) (6) 7/8" (E) (1) RET CABLES (E) (15) 1/2" FIBER - (E) (12) 7/8" POWER FINAL EQUIPMENT PROPOSED EQUIPMENT, SBOLDED TOTAL _.._ EQUIPMENT 60 RAD AZIMUTH 8/128/248 MOUNT TYPE Wall Mount '.... ANTENNAS '..... (E) (6) HPA-45R-BUU-H6 (P) (6) JAHH-65B-R3B TMAs (E) (6) KRY 112 76/1 '.. DIPLEXERS (E) (3) RRUS-11 (700 LTE) (E) (3) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-32 (WCS 2300 RRUS LTE) (P) (3) RRUS-4478 (850 LTE) (P) (3) RRUS-32 (2100 5C LTE) (P) (3) RRUS-4478 (700 6C LTE) RRU LOCATION On H-frame behind antennas ADVL (E) (6) DC2-48-60-0-9E '... EQUIPMENT (P) (3) DC6-48-60-18-8C COAX (E) (6) 7/8„ (E)(15)1/2"FIBER... .......... CABLES (P) (3) 3/8" FIBER (E) (12) 7/8' POWER (P) (3) 7/8„ POWER.._ J at t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 OWN gp y * 6300 LEGACY DRIVE PLANO, TX 75024 p=4 ft � � e r t 319 CHAPMOKE RD, SUITE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 REVISIONS REV. DATE DESCRIPTION INITIALS A 08/04/17 y PRELIMINARY ISSUE j JRL 0 :. 11/20/17 ;FOR CONSTRUCTION JRL 1 03/02/18 :. CLIENT COMMENTS JT 2 06/27/19 '.MA UPDATE Sc 3 12/05/19 : MA UPDATE ".... T__. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Yffi � /2/6,120/f as - PE if IZ"73Eq. W ern#€-xsz Ew..1e31nsa20 PE# 124473 EXP: 09/30/2020 DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST GRAPEVINE. TX 76051 SHEET TITLE BUILDING ELEVATION SHEET NUMBER 2 PROPOSED BUILDING ELEVATION (EAST ELEVATION) SCALE: 1 /32"=1'-0" 0' 10, 20' 40' ED SCOPING NOTE REMOVE (6) RUNS OF COAX NO LONGER USED FOR GSM. REMOVE RET HOMERUN CABLES. LTE TO CONTROL ALL RETS. MOVE 850 UMTS TO ANTENNA POSITION 2 TO SHARE WITH 2300 LTE. ROOFTOP IS SHOWN FOR ILLUSTRATION ONLY AND FOR LOCATION OF APPURTENANCE(S). REFER TO ROOFTOP SURVEY FOR ALL EXISTING ROOFTOP COMPONENTS TO INCLUDE ANTENNAS, LIGHTS, LIGHTNING ROD & ROOFTOP HEIGHT. CONTRACTOR(S) TO COMPLY WITH ALL FCC AND FAA REGULATIONS ON THIS PROJECT, COAX ROUTING MUST BE PER STRUCTURAL ANALYSIS. PRIOR TO CONSTRUCTION: CONTRACTOR SHALL VERIFY THAT A ROOFTOP AND MOUNT STRUCTURAL ANALYSIS, DEPICTING THE LOADING SHOWN, HAS BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE" RATING. UNDER NO CIRCUMSTANCE WHAT SO EVER SHALL THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE ROOFTOP AND/OR MOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT. MOUNT ANALYSIS DONE BY OTHERS. STRUCTURAL ANALYSIS DONE BY CELERIS GROUP, PROJECT #17-10457, REV 1 DATED MAY 22, 2019. EXISTING AT&T ANTENNA ELEV. = 60'-0" AGL ROOFTOP HEIGHT ELEV. = 60'-0" AGL EXISTING BUILDING ELEVATION• ' • SCALE: PROPOSED AT&T ANTENNA ELEV. - 60'-0- AGL. ROOFTOP HEIGHT ELEV. = 60'-0" AGL am PROPOSED BUILDING ELEVATION (SOUTH ELEVATION) it SCALE: 1 /32"=1'-0" EXISTING EQUIPMENT REMOVING EQUIPMENT IS ITALICIZED TOTAL EQUIPMENT RAD 60 AZIMUTH 8/128/248 MOUNT TYPE Wall Mount ANTENNAS '.,.. (E) (3) DBXNH-6565E-R2M (E) (6) HPA-45R-BUU-H6 TMAS - (E) (6) KRY 112 76/1 ''.....,.. DIPLEXERS (E) (3) RRUS-11 (700 LTE) (E) (3) RRUS-12/A2 (1900 LTE) ''... RRUS (E) (3) RRUS-32 (WCS 2300 LTE) (E) (3) RRUS 12 (850 LTE) RRU LOCATION '', On H-frame behind antennas ADVIL EQUIPMENT IE) (6) DC2-48-60-0-9E ... COAX_. (E) (6) 7/8 .. _. ;. (E) (6) 7/8„ '''..... (E) (1) RET CABLES (E) (15)1/2" FIBER (E) (12) 7/8" POWER FINAL EQUIPMENT PROPOSED E UIPMENT IS BOLDED - TOTAL EQUIPMENT RAD 60 ' AZIMUTH 8/128/248 MOUNT TYPE Wall Mount '... ANTENNAS '... (E) (6) HPA-45R-BUU-H6 (P) (6) IAHH-65B-R3B '.... TMAS '.. (E) (6) KRY 112 76/1 DIPLEXERS (E) (3) RRUS-11 (700 LTE) - '..., (E) (3) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-32 (WCS 2300 '.... RRUS ',.., LTE) (P) (3) RRUS-4478 (850 LTE) '...... '....... (P) (3) RRUS-32 (2100 5C LTE) (P) (3) RRUS-4478 (700 6C LTE) '.. RRU LOCATION On H-frame behind antennas ADVIL (E) (6) DC2-48-60-0-9E EQUIPMENT (P) (3) DC6-48-60-18-Bc COAX''... (E) (6) 7/8" (E) (15) 1/2' FIBER '..... ''.. CABLES (P) (3) 3/8" FIBER (E) (12) 7/8" POWER (P) (3) 7/8" POWER _IX %At&t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 "VJ AGO L 6300 LEGACY DRIVE PLANO, TX 75024 �r I� , V A. : '.. 319 CHAPMOKE RD, SWE 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COAL F-13220 EXP. 01/31/2020 REV. DATE DESCRIPTION INITIALS A : 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 ;FOR CONSTRUCTION JRL 1 : 03/02/18 'CLIENT COMMENTS '= JT 2 -. 06/27/19 MA UPDATE _ -: Sc NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET FEm124 n € aF-1Jt E .V3 l PE# 124473 EXP: 09/30/2020 J DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE BUILDING ELEVATION SHEET NUMBER . EXISTING HPA-45R—BUU—H6 ANTENNA TO BE RELOCATED TO POSITION 3 (1 PER SECTOR, 3 TOTAL) EXISTING I . ......— — REPLACED AS PI DONE BY CLS 62100-10015 N EXISTING RRUS TO BE RELOCA (1 PEF EXISTING RRU'. TO BE REMO (1 PEF EXISTING RRUS-11 FOR 700 LTE TO BE RELOCATED TO PROPOSED ANTENNA SLED MOUNT (1 PER SECTOR, 3 TOTAL) EXISTING HPA-45R—BUU—H6 ANTENNA TO BE RELOCATED TO PROPOSED ANTENNA SLED MOUNT (1 PER SECTOR, 3 TOTAL) PROPOSED (2) JAHH-658—R38 ANTENNAS TO BE MOUNTED ON A BSAMNT—SBS-2-2 _. DUAL ANTENNA MOUNTING BRACKET (2 PER SECTOR, 6 TOTAL), RE: 1/AB PROPOSED RRUS-32 FOR 2100 5C LTE (1 PER SECTOR, 3 TOTAL), RE: 2/A5 PROPOSED RRUS-4478 FOR 700 6C LTE (1 PER SECTOR, 3 TOTAL), RE. 4/A5 PROPOSED RRUS-4478 FOR 850 LTE (1 PER SECTOR, 3 TOTAL), RE. 4/A5 EXISTING RRUS-32 FOR 2300 LTE RELOCATED FROM POSITION 1 (i PER SECTOR, 3 TOTAL) PROPOSED DC6-48-60-18-8C SQUID (1 PER SECTOR, 3 TOTAL), RE. 3/A5 STING RRUS-12/A2 FOR 1900 LTE RELOCATED TO PROPOSED ANTENNA SLED MOUNT (1 PER SECTOR, 3 TOTAL) , EXISTING RRUS-11 FOR 700 LTE RELOCATED TO PROPOSED ANTENNA SLED MOUNT (1 PER SECTOR, 3 TOTAL) I 2�8 Pf PROPOSED ANTENNA PLAN EXISTING DBXNH-6565E—R2M ANTENNA TO BE REMOVED (1 PER SECTOR, 3 TOTAL) 3-12/A2 TO BE I PROPOSED ) MOUNT )R, 3 TOTAL) X26'° eFT ti 0 TRUE NORTH EXISTING HPA-45R—BUU—H6 ANTENNA RELOCATED TO PROPOSED ANTENNA SLED MOUNT (1 PER SECTOR, 3 TOTAL) EXISTING EQUIPMENT REMOVING EQUIPMENT IS ITALICIZED ALPHA BETA GAMMA TOTAL EQUIPMENT 1 _ RAD 60 60 - 60 60 AZIMUTH 8 1 128 248 8/128/248 MOUNT TYPE BALLAST FRAME - BALLAST FRAME BALLAST FRAME L.. BALLAST FRAMES '.. ANTENNAS (E) (1) DBXNH-65658-R2M (E) (1) DBXNH-65658-R2M (E) (1) DBXNH-6565E-R2M (E) (3) DBXNH-6565E-R2M (E) (2) HPA-45R-BUU-H6 (E) (2) HPA-45R-BUU-H6 (E) (2) HPA-45R-BUU-H6 (E) 16) HPA-45R-BUU-H6 TMAS (E) (2) KRY 112 76/1 (E) (2) KRY 112 76/1 ..... (E) (2) KRY 112 76/1 ... ___ (E) (6) KRY 112 76/1 DIPLEXERS (E) (1) RRUS-11 (700 LTE) (E) (1) RRUS-11 (700 LTE) '.... (E) (1) RRUS-11 (700 LTE) ',. (E) (3) RRUS-11 (700 LTE) '.... RRUS (E) (1) RRUS-12/A2 (1900 LTE) (E) (1) RRUS-12/A2 (1900 LTE) (E) (1) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-12/A2 (1900 LTE) (E) (1) RRUS-32 (WCS 2300 LTE) (E) (1) RRUS-32 (WCS 2300 LTE) (E) (1) RRUS-32 (WCS 2300 LTE) (E) (3) RRUS-32 (WCS 2300 LTE) (E) (i) RRUS-12 (850 LTE) (E) (1) RRUS-12 (850 LTE) ', (E) (1) RRUS-12 (850 LTE) (E) (3) RRUS-12 (850 LTE) j RRU LOCATION'... H-FRAME BEHIND ANTENNAS ON H-FRAME BEHIND ANTENNAS ON H-FRAME BEHIND ANTENNAS' ON H-FRAME BEHIND ANTENNAS '.... ADD'L EQUIPMENT (E) (2) DC2-48-60-0-9E (E) (2) DC2-48-60-0-9E (E) (2) DC2-48-60-0-9E (E) (6) DC2-48-60-0-9E COAX (E) (2) 7/8" (E)(2) 7/8.. ..__. _(E` (2) 7/8'�____ (E) (6) 7/8" - (E) (2) 7/8" (E) (2) 7/8„ - (E) (2) 7/8 , � (E) (6) 7/8 CABLES (E)(1)RET (E) (5) 1/2" FIBER (E)(5)1/2"FIBER (E)(5)1/2"FIBER (E)(1)RET (E) (15) 1/2" FIBER (E) (4) 7/8" POWER (E) (4) 7/8" POWER (E) (4) 7/8" POWER (E) (12) 7/8" POWER ALPHA EQUIPMENT _ EXISTING HPA-45R—BUU—H6 _ RAD _ 60 - ANTENNA RELOCATED FROM AZIMUTH a POSITION 1 (1 PER SECTOR, 3 MOUNT TYPE SITE PRO 1 PRT12 TOTAL) --__ ROOFTOP PIPE FRAME ANTENNAS (E) (2) HPA-45R-BUU-H6 (P) (2) JAHH-65B-R3B EXISTING AT&T MOUNT TO BE TMAS (E) (2) KRY 112 76/1 REPLACED WITH PROPOSE) SITE PRO 1 RTP12 ROOFTOP PIPE FRAMES AS PER MOUNT ANALYSIS DIPLEXERS DONE BY CLS GROUP PROJECT __- 62100-10015585-01—MR. DATED (E) (1) RRUS-11 (700 LTE) NOVEMBER 26. 2019 (E) (1) RRUS-12/A2 (1900 LTE) KIN TRUE NORTH 1�1 RRUS (E) (1) RRUS-32 (WCS 2300 LTE) (P) (1) RRUS-4478 (850 LTE) ',. '..... (P) (1) RRUS-32 (2100 5C LTE) (P) (1) RRUS-4478 (700 6C LTE) RRU LOCATION On H-frame behind antennas - ADD'L EQUIPMENT (E) (6) Dc2-48-60-0-9E COAX (E) (2) 7/8" - (E) (5)1/2" FIBER- CABLES (E) (4) 7/8" POWER (P) (1) 7/8" POWER BETA 60 128 SITE PRO 1 PRT12 ROOFTOP PIPE FRAME (E) (2) HPA-45R-BUU-H6 (P) (2) JAHH-65B-R3B (E) (2) KRY 112 76/1 (E) (1) RRUS-11 (700 LTE) (E) (1) RRUS-12/A2 (1900 LTE) (E) (1) RRUS-32 (WCS 2300 LTE) (P) (1) RRUS-4478 (850 LTE) (P) (1) RRUS-32 (2100 SC LTE) (P) (1) RRUS-4478 (700 6C LTE) On H-frame behind antennas (P) (3) DC6-48-60-18-8C (E)(2) 7/8" (E) (5) 1/2" FIBER (E) (4) 7/8" POWER (P) (1) 7/8" POWER GAMMA ..__ 60 248 SITE PRO 1 PRT12 ROOFTOP PIPE FRAME. (E) (2) HPA-45R-BUU-H6 (P) (2) JAHH-65B-R3B (E) (2) KRY 112 76/1 (E) (1) RRUS-11 (700 LTE) (E) (1) RRUS-12/A2 (1900 LTE) (E) (1) RRUS-32 (WCS 2300 LTE) (P) (1) RRUS-4478 (850 LTE) (P) (1) RRUS-32 (2100 SC LTE) (P) (1) RRUS-4478 (700 6C LTE) On H-frame behind antennas (E)(2) 7/8" (E) (5) 1/2" FIBER (E) (4) 7/8" POWER (P) (1) 7/8" POWER (P) (1) 3/8"FIBER TOTAL 60 8/128/248 SITE PRO 1PRT12 ROOFTOP PIPE FRAMES (E) (6) HPA-45R-BUU-H6 (P) (6) JAHH-65B-R3B (E) (6) KRY 112 76/1 (E) (3) RRUS-11 (700 LTE) (E) (3) RRUS-12/A2 (1900 LTE) (E) (3) RRUS-32 (WCS 2300 LTE) (P) (3) RRUS-4478 (850 LTE) (P) (3) RRUS-32 (2100 SC LTE) (P) (3) RRUS-4478 (700 6C LTE) On H-frame behind antennas (E) (6) DC2-48-60-0-9E (P) (3) 1306-48-60-18-8C (E)(6) 7/8" (E) (15) 1/2" FIBER (E) (12) 7/8" POWER (P) (3) 7/8POWER (P) (3) 3/8" FIBER t &t - 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 6300 LEGACY DRIVE PLANO, TX 75024 ft owl %L a co a.tTLJ. 319 CHAPMOKE RD, SUITE 118 RALEIGH, NC 27603 PH: (405)348-5480 FAX: (405)341-4625 COAJ( F-13220 EXP, 01/31/2020 REVISIONS REV DATE _DESCRIPTION_ INITIALS A 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 -;CLIENT COMMENTS JT 2 '.. 06/27/19 ,MA UPDATE SC 3 12/05/19 MA UPDATE ._. JT._. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 4E OF 2�`W % .................................... TYLER M. BARKER .................................... q: , 124473 mat aaa�n. L PE# 124473 EXP: 09/30/2020 J DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE ANTENNA PLAN SHEET NUMBER L SCALE: 3/16"=1'-0" 0' 1' 5' 10, 1 1) REMOTE RADIO UNIT SPECIFICATIONS I L SCALE: N.T.S. EQUIPMENT INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET 26 24" FRONT 0 m I SURGE PROTECTOR SPECIFICATIONS I SCALE: N.T.S. ERICSSON RRUS-32 MANUFACTURE: ERICSSON MODEL: RRUS-32 DIMENSIONS: 27.2" X 12.1" X 7.0" H X W X D WEIGHT: 53 LB FREQUENCY: REFER TO RF DATA SHEET 12, 1 " RE: GN22/GN1 RAYCAP DC12-48-60-0-25E MANUFACTURE: RAYCAP MODEL: DC12-48-60-0-25E DIMENSIONS: 24" X 24" X 8" H X W X D WEIGHT: 56.3 LB FREQUENCY: REFER TO RF DATA SHEET SIDE 1 MANUFACTURE: RAYCAP MODEL: DC6-48-60-18-8C DIMENSIONS: 23.5" X 9.7" X 9.7" H X W X D WEIGHT: 26 LB W/ BRACKET NOMINAL OPERATION: 48 VDC VOLTAGE VOLTAGE PROTECTION: 400 VOLTS RATING EQUIPMENT INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET FRONT 3 SURGE PROTECTOR SPECIFICATIONS SCALE: N.T.S. RE: GN22/GNI NOTE: RRUS CAN ONLY BE PAINTED ON SOLAR SH 4478 RRH SPECIFICATIONS RE: GN22/GN1 14 SCALE: N.T.S. 7 3" ERICSSON 4478 RRH MANUFACTURE: ERICSSON MODEL: RADIO 4478 DIMENSIONS: 15.0" X 13.2" X 7.3" H X W X D WEIGHT (LBS): 59.4 LBS FREQUENCY: REFER TO RF DATA SHEET RE: GN22/GN1 Eat &t 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 EE Flik i r � c. c.� 3 N 5Z 6300 LEGACY DRIVE PLANO, TX 75024 a p vow cwp k -a �u'"Jaorjon'l' compa"ay 319 CHAPANOKE RD, SLIME 118 RALEIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 6 COAL F-13220 EXP. 01/31/202 0 REVISIONS REV. DATE DESCRIPTION INITIALS A i 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 FOR CONSTRUCTION JRL 1 03/02/18 :CLIENT COMMENTS JT 2 06/27/19 MA UPDATE Sc NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET III" TYLER M. BARKER c m * F- I I = E, F� vf. I I'm m L PE# 124473 EXP: 09/30/2020 DXI 954 GRAPEVINE MILLS MALL FA#*10015585 2220 GRAPEVINE MILLS CIRCLE WEST GRAPEVINE, TX 76051 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A5 ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET � o TOP RF CONNECTOR, TYP --�! 1 BOTTOM RF CONNECTOR. TYP COMMSCOPE JAHH-65B-R3B MANUFACTURE: COMMSCOPE MODEL: JAHH-65B-R3B DIMENSIONS: 72" X 13.8" X 8.2" H X W X D WEIGHT: 63.3 LB FREQUENCY: REFER TO RF DATA SHEET 138' 4.0" 82 MAX F� FRONT SIDE ANTENNA SPECIFICATIONS SCALE: N.T.S. RE: GN22/GN1 ev �� 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 ,..��� 6300 LEGACY DRIVE PLANO, TX 75024 - 7A CAL e',%. �' n a".a mT.$s o� ra F oonrkL 'ac1\" 319 CHAPANOKE RD, SUITE 118 R&EIGH, NC 27603 PH: (405)348-5460 FAX: (405)341-4625 COA# F-13220 EXP. 01/31/2020 REVISIONS REV. DATE __..... - DESCRIPTION_ INfTIALS A 08/04/17 PRELIMINARY ISSUE JRL 0 11/20/17 IFOR CONSTRUCTION JRL 1 _ 03/02/18 . CLIENT COMMENTS JT 2 06/27/19 MA UPDATE Sc NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ¢ash- ar mo nsssrs cmvF-#=mEw. a L PEA 124473 EXP: 09/30/2020 DX1954 GRAPEVINE MILLS MALL FA#:10015585 2220 GRAPEVINE MILLS CIRCLE WEST SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER 6 R v e, � iC L S c k<l I no q v l_t Idcoo :; k4 Mount Analysis of Proposed Site Pro 1 RTP12 Rooftop Pipe Frames for ATU Mobility DXL01954 - Grapevine Mills Mall FA #: 10015585 Program: LTE 6C Antenna Modifications LTE 5C Antenna Modifications PACE #: MRNTX033716 MRNTX033313 MRNTX033124 I MRNTX033525 PTN #: 3012AOCKDT 3012AOCP3H 3012AOCLCA 13012AOCP5Y CLS Group Project #62100-10015585-01-MR November 26, 2019 i1i1NTSGRiPT1f?M ` Proposed Site Pro 1 RTP12 Rooftop Pipe Frames at 58.5 ft AGL AT1NALTf Nominal Rad. Elevation of 65 ft AGL (Eccentricity of -7 ft) and 64 ft AGL (Eccentricity of -6 ft) SIT itIPTIC? "„ 60 ft Rooftop 5IE20 Grapevine Mitts Circle West, Grapevine, TX 76051, Tarrant County GP51yt0RbiNATES,";: ` 32.96119, 97.04647 AiALYSIS S7AtpARD 2018 IBC / TIA-222-H t Ai))NC,, i—R i'ia< 106 mph, Vwt (3-Second Gust) w/o ice Et 30 mph (3-Second Gust) w/ 1.5" Ice ■ ANALYSIS RESULT: Pass (Replacement V1FBSGE._ 54% Pass f Y Adequate Existing mounts to be replaced: see conclusion for details. Prepared by: Jeff Sparks Reviewed and Approved by: Tyler M. Barker, P.E. M Mount Analysis for ATU Mobility DXL01954 - Grapevine Mills Mail ■ INTRODUCTION November 26, 2019 CLS Group Project #62100-10015585-01-MR The proposed equipment is to be mounted to the proposed Site Pro 1 RTP12 Rooftop Pipe Frames. This proposed mounting configuration was analyzed using RISA-31), a commercially available finite element analysis software package. A selection of input and output from our analysis is attached to the end of this report. ■ STRUCTURAL DOCUMENTS PROVIDED ■ ANALYSIS CRITERIA STA#DARp,� 2018 IBC / TIA-222-H BifCNIN©A'PO 106 mph, V It (3-Second Gust) BS1C,i►VI0 30 mph (3-Second Gust) w/ 1.5" Radial Ice (Escalating) ■ FINAL EQUIPMENT ALPHA SECTOR MOtN 60.0 65.0 2 CCI HPA-45R-BUU-H6 (Side -by -Side) 2 Commscope JAHH-6513-1136 3 Ericsson RRUS 32 1 Ericsson RRUS 11 2 Ericsson RRUS 4478 2 Ericsson KRY 112 76/1 2 Raycap DC2-48-60-0-9E 1 Raycap DC6-48-60-18-8C ,•�EPiS '� - Digitally signed by { Tyler Barker CLS of -6 o=Telamon Corporation, PE * a8 2 o6A452S27F00000 16A4525ADF80000 1D17, cn=Tyler Barker Date: 2019.11,26 son 21:20,54-05'00' LS-,Gf u • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 (405) 348-5460 • Engineering@telamon. 1 LSG,,ou p 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 (405) 348-5460 • Engineering@telamon. 2 Mount Analysis for ATEtT Mobility DXL01954 - Grapevine Mills Mall BETA/GAMMA SECTORS November 26, 2019 CLS, Group Project #62100-10015585-01-MR ELEVATION (ft) ANTENNAS MOUNT RAD. # NAME 60.0 64.0 4 CCI HPA-45R-BUU-H6 (Side -by -Side) 4 Commscope JAHH-65B-R3B 6 Ericsson RRUS 32 1 Ericsson RRUS 11 4 Ericsson RRUS 4478 4 Ericsson KRY 112 76/1 4 Raycap DC2-48-60-0-9E 2 Raycap DC6-48-60-18-8C ■ RESULTS SUMMARY COMPONENT,E�#1t ;U$At3f RE5i3L ' Face Horizontals 54% Pass Platform Base 35% Pass Mount Pipes 19% Pass Bracing Members 12% Pass Diagonal Brace 4% Pass Mount Analysis for AT&T Mobility DXL01954 - Grapevine Mills Mall ■ CONCLUSION AND RECOMMENDATIONS November 26, 2019 CLS Group Project #62100-10015585-01-MR According to our structural analysis, the mounts have been found to PASS PENDING REPLACEMENT. The mounting configuration considered in this analysis will be capable of supporting the referenced loading pursuant to referenced standards once the following scope is executed: ■ Remove existing panel antennas and RRUs from existing ballast frames. Install proposed and existing equipment on (1) Site Pro 1 RTP12 Rooftop Pipe Frame at each sector (3 total). Construct frames as per Site Pro 1 assembly drawings. Position proposed frames on roof to match required azimuth. ■ Install (1) pipe 2.5 STD x 10'-0" long A53 Gr. B mount pipes on proposed frames at Position 1, Position 3, and Position 4 of each sector (3 per sector, 9 total). Connect to proposed pipe frames with crossover plate kits using Site Pro 1 SCX7-U Universal Crossover Plate Kits in lieu of the hardware included in the RTP12 kit. Install existing and proposed antennas such that the antenna centerlines are no more than 6'-6" above roof elevation in Alpha sector and 5'-6" above the roof in Beta and Gamma sectors. ■ Install (1) pipe 2.5 X-Strong x 10'-0" long A53 Gr. B mount pipes on proposed frames at Position 2 of each sector (9 total) for side -by -side panel configuration. Connect to proposed pipe frames with crossover plate kits using Site Pro 1 SCX7-U Universal Crossover Plate Kits in lieu of the hardware included in the RTP12 kit. Install existing and proposed antennas such that the antenna centerlines are no more than 6'-6" above roof elevation in Alpha sector and 5'-6" above the roof in Beta and Gamma sectors. ■ Install (8) Site Pro 1 MAT 18 rubber mats below ballast trays of proposed frames at each sector (24 total). ■ Install 481 lbs of ballast on each ballast tray of proposed frames at each sectors (1924 Ibs per sector, 5772 Ibs total). Evenly distribute ballast across each tray. Secure ballast using (4) Site Pro 1 BHD-K roof frame ballast holdown kits per sector (12 total). .!CC Group • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 • Page 3 CPIGs ,vr, • 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 • (405) 348-5460 • Page 4 C0 I CO U) '3