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Home My WebLink AboutBuilding Permit 16.0006 D TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED I ADDRESS �j s(p � e0eL /VL OWNER CONTR. PHONE NO . PERMIT NO. — � � UJ ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL PKEINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS : AWORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT W RK , ALL F EINSPECTION BEFORE COVERING Inspector: ner/Contr: CALL 447=9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE . CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI s D E TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ��j - o o v & ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑` SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS . S z- f L L-t:` - Cis It!: t � IirNORK SATISFACTORY , PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, ALL`-FOR REINSPECTION BEFORE COVERING Inspector: ner/Contra CALL 447 -9850 FOR THE CTION 24 HOURS IN ADVANCE . CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DEPARTMENT OF ENGINEERING PRIOR LAKE AND BUILDING INSPECTIONS INSPECTION RECORD SITE ADDRESS ` � � C TYPE OF WORK USE OF BUILDING PERMIT NO , - DATE ISSUED BUILDER q6 mot i�C� PHONE # INSPECTOR DATE PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED i n FINAL (,/ FOR ALL INSPECTIONS 952 447 =9850 SEH for Al of Us 'g a ter World TELECOM PUNCH LIST for All of Use Owner: City of Prior Lake , Minnesota Date of Current Issue : April 29 , 2016 Project : AT&T 2C at Cedarwood Water Tower Date of Original Issue : Novbember 24 , 2015 10081745 . Prior Site No . . Lake .AE201 . 150811 . 3 . LTE 2C Cont Comp Date : Substantial Final X Contractor: Vertical Limit SEH File . PRIOR 132833 Date(s) of Inspection (s ) : November 24 , 2015 , April 28 , 2016 Below is a Partial List of Items which must be completed or corrected prior to final acceptance of the subject project Item Contract Current Accepted No . Reference Item Description Status By Date All supporting hardward related to RF jumpers , as well as DC2 boxes (Alpha , 1 WA 2A2 Beta & Gamma) to be relocated off of the top handrail to comply with OSHA Closed Si 4/28/ 16 regulations 2 Please provide 48 hour notice to the Landlord prior to the start of this work to coordinate access . This work should be completed in accordance with the provisions/notations of the approved drawings and/or as identified in the meeting minutes . The Landlord reserves the right to conduct a final inspection of the work ; therefore , a work schedule should be provided along with the requested notification . Remarks . Thank you . Issued By: Steve Johnson j dmk/kl Title . Technician c : Nick Zurbey — City of Prior Lake, Minnesota Jake Theisen — City of Prior Lake , Minnesota Alex Smallwood — FDHVelocitel Ben Holland — FDHVelocitel Justin O ' Connor — Vertical Limit Dan Zienty — SEH Saint Paul Office Dale Romsos — SEH Saint Paul Office Jess Davison — SEH Saint Paul Office k SEH Building aBetterWorld for All of Use TELECOM PUNCH LIST Owner , City of Prior Lake , Minnesota Date of Current Issue : April 29 , 2016 Project . AT&T 2C at Cedarwood Water Tower Date of Original Issue : Novbember 24 , 2015 10081745 . Prior Site No . : Lake . AE201 . 150811 . 3 . LTE 2C Cont Comp Date : Substantial Final X Contractor: Vertical Limit SEH File : PRIOR 132833 Date(s) of Inspection (s) : November 24 , 2015 , April 28 , 2016 Below is a Partial List of Items which must be completed or corrected prior to final acceptance of the subject project Item Contract Current Accepted No . Reference Item Description Status By Date All supporting hardward related to RF jumpers , as well as DC2 boxes (Alpha, 1 WA 2A2 Beta & Gamma) to be relocated off of the top handrail to comply with OSHA Closed SJ 4/28/ 16 re ulations% 2 Please provide 48 hour notice to the Landlord prior to the start of this work to coordinate access . This work should be completed in accordance with the provisions/notations of the approved drawings and/or as identified in the meeting minutes . The Landlord reserves the right to conduct a final inspection of the work; therefore , a work schedule should be provided along with the requested notification . Remarks . Thank you . Issued By: Steve Johnson dmk/kl Title : Technician c: Nick Zurbey — City of Prior Lake, Minnesota Jake Theisen — City of Prior Lake , Minnesota Alex Smallwood — FDHVelocitel Ben Holland — FDHVelocitel Justin O' Connor — Vertical Limit Dan Zienty — SEH Saint Paul Office Dale Romsos — SEH Saint Paul Office SEH Building a Better World TRANSMITTAL for All of Use' To : Mr, Nick Zurbey Date . June 1 , 2016 City of Prior Lake 17073 Adelmann St SE SEH File No . : PRIOR 132833 1 . 0 Prior Lake 55372 Client No . : Re : Prior Lake Cedarwood Water Tower AT&T 2C Close-out I We are : ® Enclosing ❑ Sending under separate cover ❑ Sending as requested One [ 1 ] CD containing the Closeout Documents for the above-referenced project. 360 video : https : //www. vpix. net/index. php ?tour=452292 For your: ® Information/Records ❑ Review & Comment ❑ Approval ❑ Action ❑ Distribution ❑ Revision & Resubmittal The electronic files provided herewith are intended solely for the use by the addressee . These electronic files may be subject to manipulation and changes beyond the control of SEH . SEH provides no warranties , express or implied , including warranties of merchantability and/or fitness for a particular purpose for the files furnished under this agreement release . By acceptance of these files , the addressee agrees to indemnify and hold harmless SEH from any and all costs , including attorney' s fees , claims , or causes of action of any sort that result from the use , reuse , or manipulation of these electronic data files , and to waive all claims for consequential and any other damages of any kind against SEH . The providing of these files by SEH shall not be construed in any manner to be in derogation of any reserved or intellectual property rights . Remarks : By : Mike Pease c : SEH eFiles I o� ptet�� CITY OF PRIOR LAKE BUILDING PERMIT, Date Ree ' d TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Y% D 1 . White City PERMIT / OV ly S �. Pink ray NO. 6 �) � 3 Yellow Applicant " Please or print and Sign at bottom) ADDRESS �C� ��C11� i. ZONING (office nsel LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID 2 �, 3 - D ® � - o OWNED (Name} /T + 1 __ (Phone) (Address) BUILDER (Company Name) r/12r tC..C__a P jam` (Phone) d - (Contact Name) rjY�� 0 -IT - J?j rj qq (Phone) / � 7 (Address) C) I (A er1C CtVt R VAS .L 101 ., .tii ° 1\f r c TYPE OF WORK ❑ New Construction ❑ Deck ❑ Porch ❑Re-Roofing ❑ Re-Siding []Lower Level Finish ❑ Fireplace ❑Addition jkAlleration Outility Connection CODE: []LR. C . r B.C. C] Misc. Type of Construction I Il III IV <Y:7 A 41 s `— Occupancy Group.• A E i; H I M R S i PROJECT COST/ VALUE $ l .: i 4! ;C Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke rmit dr jult Wle. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X - 73 A771 711,3 420 ,4 Signature Contractor's License No, Dace Permit Valuation , 3 Cxx) ` Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/ 8 " ; 1 " ; $ State Surcharge $ (42 Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE �1t . , � � $ Y v Bob Hutchins From : Nick Zurbey Sent: Friday, September 04, 2015 2 :25 PM To : Antonio DiDonato Cc : Bob Hutchins Subject: RE : ATT MNP LTE 2C 10081745 Prior Lake BP application � ' Tony, -- The building_pen it can b " icked up�yAhe GC_w_ hen we�nePt fnr � 44-ar 11 speak to our finance department about drawing the BP fees out of ATV' s escrow for this project . Thanks, Nick Zurbey Public Works Technician City of Prior Lake 952 -447 -9892 From : Bob Hutchins Sent : Friday, September 04, 2015 12 : 19 PM To : Antonio DiDonato <Tony . DiDonato@fdhvelocitel . com > Cc : Nick Zurbey < nzurbev@CitvofPRIORLAKE . com > Subject : RE : ATT MNP LTE 2C 10081745 Prior Lake BP application Tony, The cities plan review is complete and there are no comments . The fee is $395 . 49 . Typically this is paid out of an escrow fund that Nick Zurbey handles . Nick please clarify . When we get the go ahead from Nick, the building permit can be issued . Thank you Robert D . Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952 .447 . 9851 ; Fax : 952 . 447 . 4245 Sign up for Email Updates . Site Acquisition FDH Velocitel, Inc . 248- 709-7229 - Mobile 248- 889 -7959 - Fax From : Antonio DiDonato Sent: Tuesday, July 14, 2015 7 : 56 AM To : bhutchinsCabcityofpriorlake . com Subject: ATT MNP LTE 2C 10081745 Prior Lake BP application I Hi Bob Attached are the CD' s, structural , and the BP application for the AT&T project located at 5580 Cedarwood St . Prior Lake MN 55372 . Once fees are determined can you please provide me with an invoice ? Thank you Tony DiDonato Site Acquisition 1701 American Blvd East Suite 16 Bloomington , MN 55425 248 - 709 -7229 - Mobile 248 - 889 - 7959 - Fax Tony . DiDonato@fdhvelocitel . com www . FDHvelocitel . com VELD TEL The information contained in this message may be privileged and confidential and protected from disclosure . If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited . If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer . Bob Hutchins Nick Zurbey From: Tuesday , September 08 , 2015 2 :45 pM Sent: Janet Ringberg To : Bob Hutchins permit Fee Cc: AT &T Cedarwood Building Subject: T at Cedarwood antenna upgrade for the building permit Janet, Could you please release_ $ 395A9 from the escrow for AT C 43600 .00- 55090 . 00 - A1114-000001 . fee . It would be GL # 2F�- Thanks , Nick Zurbey public Works Technician City of prior Lake 952447 -9892 SEH Building a Better World for All of Us' August 12 , 2015 RE : City of Prior Lake , Minnesota AT&T Mobility at Cedarwood Water Tower Site No . MNL03028 SEH No . PRIOR 132833 Tony DiDonato Site Acquisition 1701 American Blvd East, Suite 16 Bloomington , MN 55425 Dear Mr, DiDonato : In accordance with the request from the City , we have reviewed the plans submitted by Velocitel dated August 4 , 2015 , referencing the construction of the proposed AT&T Mobility Upgrade Project at the Cedarwood Water Tower in the City of Prior Lake and have the following comments for your review: 1 . Sheet C4 . 1 Mounting Details , Detail 1 , Antenna and RRH Mounting Detail ; the 2" Galvanized Vertical posts are not identified if they are existing or new as requested in letter dated July 16 , 2015 . If new vertical posts are to be installed they will need to be the same size and length as the existing , have welded end caps and be shop painted to match the color of the water tower. 2 . Note : • Equipment must be installed per the plans , field changes will not be allowed . If there are any concerns about how equipment will fit or be installed , it would be beneficial to do a site visit, take measurements and confirm if the installation will work. • Note : all aspects of this project for AT&T need to be discussed at the pre-construction meeting and be approved by the City . Based on our review and the above information as provided by Velocitel , it is our opinion that the City of Prior Lake can proceed with approval of this phase of the project, as the remaining comments are minor in nature and can be addressed at the preconstruction meeting . Following approval by the City , a pre- construction meeting must be scheduled by the tenant to include the City , SEH , the contractor and AT&T' s representatives prior to commencement of project construction . If you have any questions regarding our comments , please contact me directly at 651 . 765 . 2971 . Sincerely , John Cvek Senior Technician r Evelocilel t & t complete wireless solutions i k I V } I II r II I �i II li 'I I i P � STRUCTURAL ANALYSIS REPORT - Revision # 1 WATER TANK CONTENTS 1 . 0 - SUBJECT & SCOPE 2 . 0 — CODES & LOADING 300 — ASSUMPTIONS , ANALYSIS CRITERIA and METHOD 4 . 0 — CALCULATIONS AND OUTPUT 5 . 0 - CONCLUSION APPENDIX A — SOFTWARE OUTPUT, CALCULATIONS AND PHOTOS 1 . 0 SUBJECT & SCOPE In accordance with AT&T's request , Velocitel performed a structural analysis to qualify the existing tripod mounts and water tank at 5580 Cedarwood Street , Prior Lake , MN 55372 for the AT&T wireless telecommunication proposed appurtenances . The existing AT&T antennas are currently mounted on ( 9 ) tripod mounts on top of the existing water tank at a height of 153 - ft above ground level . Velocitel understands the water tank to be approximately 148 - ft tall and to be supported by a single 52 - ft 9 - in diameter shaft . Additionally , Velocitel understands that the tank has a 1 , 000 , 000 gallon capacity and was designed and constructed by Pitt Des Moines , Inc . in 1988 . Velocitel was provided and/ or procured the following information for the existing installation . • Water Tank Mapping Report prepared by FDH Inc . , dated March 26 , 2015 . • Structural Report prepared by Hagen Engineering International , Inc . , dated May 25 , 2011 . • Construction Drawings prepared by Edge Consulting Engineers , Inc . , dated July 8 , 2011 . • Construction Drawings prepared for T- Mobile by Velocitel , Inc . , dated June 21 , 2012 . • RF Data Sheet prepared by AT&T, dated March 2 , 2015 . The structural analysis is based on the information contained in these documents and photos taken at the site . The existing and proposed antennas are as follows . Existing Confi uration of Appurtenances ( By Others Carrier ( Ht . ) Antenna & TMA Mount Coax And / Or Fiber Unknown ( 1 ) 12 ' Omni ( 3 ) Pipe mounts ( 158 - ft ) antenna attached to ( 1 ) 5/ 8 " cable ( 2 ) 8 ' Omni existing corral on ( 3 ) 7/ 8 " cable antennas top of the tank Existing Configuration of Appurtenances ( By Others Carrier Antenna & TMA Mount Coax And / Or Ht . Fiber ( 3 ) 6 ' Panel Antennas ( 3 ) Pipe mounts + attached to the Sprint ( 3 ) Samsung SMM - shaft exterior ( 3 ) 1 1/ 8 " ( 90 - ft 6 - in ) 2CRO480800 RRHs + hybriflex cables ( 3 ) Samsung SMM - ( 3 ) Pipe mounts 2LD0581900 RRHs attached to the shaft interior ( RRHs ) T- Mobile ( 3 ) 8 ' Panel Antennas ( 12 ) Pipe ( 2 ) 1 1 /4 " hybrid ( 89 - ft) ( 9 ) Andrew TMBXX - 6517 - mounts fiber cables A2M attached to the + + shaft exterior ( 22 ) 1 5/8 " ( 6 ) RRUs + ( 3 ) FRIG RRUs ( 5 ) Pipe mounts + attached to the ( 2 ) COVP Junction Boxes shaft interior ( RRUs & Boxes ) ( 9 ) 7 . 5 ' Panel Antennas ( 15 ) Pipe ( 12 ) 1 5/ 8 " Unknown ( 6 ) 4 ' Panel Antennas mounts ( 69 - ft ) + attached to ( 6 ) ADC 1284314 TMAs shaft exterior ( 6 ) CSS 999002 TMAs + Mounted to reinforcing ring inside the shaft (TMAs ) Unknown ( 1 ) 4 . 5 ' Yagi antenna Attached ( 1 ) 5/8 " ( 44 . 5 - ft ) directly to the shaft Existing Configuration of AT&T Appurtenances Height Antenna & TMA Mount Coax and/ or Fiber 153 - ft ( 3 ) Kathrein 80010764 ( 9 ) Tripod ( 12 ) 1 5/ 8 " ( I to be removed ) mounts on top + ( 3 ) Kathrein 80010765 of water tank ( 1 ) DC Cables ( 1 to be removed ) + + ( 3 ) Kathrein 80010766 Attached to ( 1 ) Fiber Cable ( 1 to be removed ) corral + + ( DC6 ) ( 1 ) RET cable ( 6 ) TT19 - 08BP111 - 001 TMAs + ( 3 ) 700 MHz RRH 1 DC6 Sure Protector Proposed Confi uration of AT&T Appurtenances Height Antenna & TMA Mount Coax and/ or Fiber 153 - ft ( 1 ) HPA - 65R- BUU - H4 Use existing ( 1 ) DC Cable ( 1 ) HPA - 65R- BUU - H6 ( 1 ) HPA - 65R- BUU - H8 + 3 AWS RRH Final Configuration of AT&T Appurtenances Hei ht Antenna & TMA Mount Coax and/ or Fiber 153 - ft ( 1 ) HPA - 65R - BUU - H4 ( 9 ) Tripod ( 12 ) 1 5/ 8 " ( 1 ) HPA - 65R- BUU - H6 mounts on top + ( 1 ) HPA- 65R- BUU - H8 of water tank ( 2 ) DC Cables ( 2 ) Kathrein 80010764 + + ( 2 ) Kathrein 80010765 Attached to ( 1 ) Fiber Cable ( 2 ) Kathrein 80010766 corral + + ( DC6 ) ( 1 ) RET cable ( 6 ) TT19 - 08BP111 - 001 TMAs ( 3 ) 700 MHz RRH ( 3 ) AWS RRH + 1 DC6 Sure Protector o Ultimate wind speed ( for Risk Category IV) in Scott County , MN is 120 mph . o Recommended ice load is 3/4 " radial ice for the entire structure concurrent with 50 mph wind speed . o Exposure Category C o Risk Category IV , IE = 1 . 5 , I ; = 1 . 25 , I , = 1 . 0 • AISC Steel Construction Manual , 14t" Ed The following load combinations were used to analyze the existing antenna mounts . The numbers in parenthesis denote ASCE 7 - 10 equation numbers . 1 . 2D + 1 . 0 W ( 2 . 3 . 2 . 4 ) 1 . 2D + W; + Di ( 2 . 3 . 4 . 2 ) The following load combination was used to compare loads on the water tank . The numbers in parenthesis denote ASCE 7 - 10 equation numbers . t D + ( 0 . 6W or 0 . 7E ) ( 2 . 4 . 1 . 5 ) 3 . 0 ASSUMPTIONS, ANALYSIS CRITERIA and METHOD { The following design values were used to analyze the existing antenna mounts . All existing steel pipe members are ASTM A53 with a yield stress of 35 ksi . - All other steel members are ASTM A36 with a yield stress of 36 ksi . The existing tripod antenna mounts were modeled with RISA - 3D , a general - purpose 3 - dimensional analysis and design program . This program has been developed to make the definition , solution and modification of 3D structural models , utilizing finite element solutions . Ice loads have been calculated for each existing and proposed appurtenances however, it is assumed that the ice and wind on ice loads cases will not control over wind or seismic load cases for the design of the tank and for comparing loads . The structure is considered to have adequate strength for the proposed loading , if the existing structural members which will be used to support the proposed equipment are structurally adequate per the current code criteria or the additions r 5 . 0 CONCLUSION The existing antenna mounts are found to have adequate capacity for the proposed appurtenances , and at the worst case are stressed to 87 . 2 % . Additionally, the existing water tank is found to have adequate capacity for the proposed antennas . The seismic loads , which control the design of the water tank, imparted on the water tank by the existing and proposed antennas and other appurtenances are less than 5 % of the total loads on the tank itself, and thus no further overall analysis of the tank structure is required . Therefore , the proposed changes can be implemented with the conditions outlined in the report . The conclusions reached by Velocitel , Inc . in this report are only applicable for the previously mentioned existing structural members supporting the proposed telecommunication equipment cabinets and antennas . Any deviation of the support, load and/or their placement, etc , will require Velocitel to generate an additional structural analysis . Further, no structural qualification is made or implied by this report for existing structural members not supporting the aforementioned telecommunication equipment . Velocitel will accept no liability due to discrepancies between the as built drawing ( s ) and the as built condition of ` the structure . The contractor should inspect the condition of the existing structure , mounts and connections and notify Velocitel of any discrepancies and deficiencies . If you have any questions or concerns regarding the contents or results of the report, please feel free to contact Mustafa Mannan with Velocitel at 919 - 380 - 0062 x204 . Very truly yours , Velocitel , Inc . I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minpesota . `� Dat :f 06 24I1 S / ! r ' Reg. No . 50235 APPENDIX A SOFTWARE OUTPUT, CALCULATIONS AND PHOTOS a. z x xa EXISTING APPURTENANCES BY AT&T Client : AT&T 570 Colonial Park Roswell , Ste 0075 �/ 1 � x Site Name : Prior Lake Roswell , GA 30075el Site Id : 10081745 A ) - PURPOSE The purpose of these calculations is to qualify the existing antenna mounts and the water tank for the proposed AT &T appurtenances located at : 5580 Cedarwood Street , Prior Lake , MN 55372 4 Reference : Construction drawings prepared by Edge Consulting Engineers , Inc . , dated 07/08/2011 . Structural report prepared by Hagen Engineering International , Inc . , dated 05/25/2011 . Mapping report prepared by FDH Inc . , dated 03/26/2015 Construction drawings for T- Mobile prepared by Velocitel Inc . , dated 06/20/2012 Pi 10R. LAKE E M � { a E 3 I3 1 Pu (E} ? i t !1 s I i Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 B ) = LOADS 1)- Dead Loads Existing Appurtenances (AT &T) : ( 3 ) Kathrein 80010764 antennas , weighing 45 . 2 Ibs each ( 1 To Be Removed) ( 3) Kathrein 80010765 antennas , weighing 56 . 2 Ibs each ( 1 To Be Removed) ( 3 ) Kathrein 80010766 antennas , weighing 62 . 7 Ibs each ( 1 To Be Removed) ( 6) TT M8BP111 TMAs , weighing 16 Ibs each ( 3) 700 RRHs , weighing 40 Ibs each ( 1 ) DC6 surge protector, weighing 32 . 8 Ibs ( 12) 1 5/8 " coax , weighing 0 . 8 Ib/ft s ( 1 ) Fiber cable , weighing 0 . 091 Ib/ft ( 1 ) DC cable , weighing 0 . 62 Ib/ft ( 1 ) RET cable , weighing 0 . 12 Ib/ft Proposed Appurtenances (AT &T) : ( 1 ) CCI HPA- 65R- BUU- H4 antennas , weighing 39 Ibs each ( 1 ) CCI HPA- 65R- BUU- H6 antennas , weighing 56 Ibs each ( 1 ) CCI HPA- 65R- BUU- 1-18 antennas , weighing 73 Ibs each ( 3) AWS RRHs , weighing 47 . 6 Ibs each ( 1 ) DC cable , weighing 0 . 62 Ib/ft (2) Coax Trays , weighing 2 . 014 Ib/ft Existing Appurtenances ( By Others) : ( 9) 7 . 5 ' Panel antennas , weighing approximately 50 Ibs each (6) 4' Panel antennas , weighing approximately 30 Ibs each ( 3) 6 ' Panel antennas , weighing approximately 50 . 3 Ibs each ( 3) 8 ' Panel antennas , weighing approximately 50 . 3 Ibs each ( 9) Andrew TMBXX- 6517-A21V! antennas , weighing 40 . 8 Ibs each F ( 1 ) 12 ' Omni antenna , weighing approximately 25 Ibs (2) 8 ' Omni antennas , weighing approximately 20 Ibs ( 3) Samsung SMW2CR0480800 RRHs , weighing 68 Ibs each ( 3) Samsung SMW2LD0581900 RRHs , weighing 59 . 4 Ibs each (6) 1 . 5 ' x6 " RRUs , weighing 55 Ibs each ( 3) FRIG RRUs , weighing 57 . 2 Ibs each ( 3) Covp Junction Boxes , weighing 8 . 7 Ibs each ( 6 ) ADC 1284314 TMAs , weighing approximately 20 Ibs each ( 6 ) CSS 999002 TMAs , weighing approximately 20 Ibs each ( 1 ) 4 . 5 ' Yagi antenna , weighing approximately 15 Ibs 1 Hughey & Phillips Double Obstruction Light , weighing approximately 6 Ibs (34) 1 5/8 " coax , weighing 0 . 8 Ib/ft ( 2 ) 1 1 /4 " hybrid fiber cables , weighing approximately 1 . 2 Ib/ft NN R /R " rClhlo \AMinhinn n 1R ih /ft Client: AT&T 570 Colonial Park Roswell , Ste 0075 � -el Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 r, u � > � E - •_ <> � 5 r 2)- Wind Load Reference , ASCE- 7- 10 Risk Category : 1V table 1 . 5 - 1 pg 2 Velocity pressure KZ := 1 . 38 Exp : = C table 27 . 3- 1 pg 261 exposure coefficient : KzOthersl = 1 . 23 KzOthers2 = 1 . 13 Topographic factor: Kzt := 1 . Q sect . 26 . 8 . 2 pg . 254 Wind directionality factor : Kd := 0 85 table 26 . 6- 1 pg . 250 Ultimate wind speed : V := 120 mph Figure 26 . 5- 1 b pg 248b Antenna height : ( RAD center) : h := 153 ft Gust response : G = 0 a 85 section 26 . 9 pg 254 Velocity pressure : qz 0 . 00256 • Kz • Kzt • Kd • V2 . 1 • psf qz = 43 . 24 • psf ( Eg29 . 3 — 1 ) gzOthl 0 . 00256 • KzOthersl Kzt ' Kd • V2 . 1 • psf gzOthl = 38 . 54 psf 2 gzOth2 -= 0 . 002566 KzOthers2 ' Kzt ' Kd • V • 1 • psf gzOth2 = 35 . 408 • psf For Existing AT&T Antennas ( Kathrein 80010764) : Wtantl 45 . 21bf Hant1 55 . 2 in Want1 11 . 8 in 2 2 Dant1 - = 6 in DC FWan�t1 + Dantl Hant1 Hant1 = 4 . 678 Cf : = 1 . 36 = 9 . 2 Cfside 1 . 47 Want1 Dantl Fantl = qz ' G • Cf ' Hantl ' Wantl Fantlside -_ qz ' G • Cfside ' Hant1 ' Dantl Fant1 = 226 . 111bf Fantlside = 124 . 271bf For V = 120 mph With . 75 " ice : ice : = . 75in Iice 1 . 25 h 1 . 35 ice : = ice • 2 I —� • Kzt ' Iice 1 33 Client: AT&T 570 Colonial Park Roswell , Ste 0075 �� Site Name : Prior Lake Roswell , GA 30075 Site Id: 10081745 2 Aantlice = 6 . 199 ft (Wantl + 2ice) C : = Kz ' Kzt ' V ft C = 189 . 974 > 64 ANSIMX222- G Table 2 - 8 Hant1 = 3 . 413 Cfice 0 . 72 Want1 + 2ice 2 50 0Fantlice �Iz ' G ' Cfice ' Aantlice ' 1202 Fantlice = 28 . 48 lbf For V = 50 mph For Existing AT&T Antennas ( Kathrein 80010765 ) : Wtant2 56 . 21bf Hant2 = 75 . 5tin Want2 • = 11 . 8 • in 2 Dant2 6 • in Dc Want2 + Dant2 Hant2 Hant2 = 6 . 398 Cf : = 1 . 39 = 12 . 583 Cfside 1 . 59 Want2 Dant2 Fant2 qz ' G ' Cf ' Hant2 ' Want2 Fant2side qz ' G • Cfside ' Hant2 ' Dant2 Fant2 = 316 . 081bf Fant2side = 183 . 845 1bf For V = 120 mph With . 75 " ice : Viceant2 �K ice ( Dc + ice) Hant2 Viceant2 = 4 . 628 ft3 Weighticeant2 Viceant2 56pcf Weighticeant2 = 259 . 1481bf /antenna Aant2ice (Want2 + 2ice) Hant2 2 Aant2ice = 8 • 479 ft (Want2 + 2ice) C := OXFK7KZt ' V ' ft C = 189 . 974 > 64 ANSIMX222 - G Table M u _ Client: AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 xv/ I -el Site Id : 10081745 For Existing AT&T Antennas ( Kathrein 80010766 ) : Wtant3 : = 62 . 71bf Hant3 96win Want3 = 11 . 8win 2 2 Dant3 6 in DC -= Want3 + Dant3 Hant3 Hant3 = 8 . 136 Cf : = 1 . 44 = 16 Cfside 1 . 70 Want3 Dant3 Fant3 viz ' G • Cf ' Hant3 Want3 Fant3side - _ qz ' G • Cfside ' Hant3 ' Dant3 Fant3 = 416 . 361bf Fant3side = 249 . 9361bf For V = 120 mph With . 75 " ice : Viceant3 "R ' ice - ( Dc + ice) Hant3 Viceant3 = 5 . 884 • ft3 Weighticeant3 = Viceant3 ' 56pcf Weighticeant3 = 329 . 5131bf /antenna Aant3ice (Want3 + 2ice) Hant3 2 Aant3ice = 10 . 781 ft (Wants + 21ce) C := Kz ' Kzt • V • ft C - 189 . 974 > 64 ANSIMX222- G Table M Hant3 = 5 . 936 Cfice 0 . 78 Want3 + 21ce 502 Fant3ice viz ' G ' Cfice ' Aant3ice ' 1202 Fant3ice = 53 . 661bf For V = 50 mph For Proposed AT&T Antennas ( M HPA=65R= BBU = H4 ) : Wtant4 341bf Hant4 48 in Want4 = 14 . 8 in Dant4 - = 9 • in 2 2 n '_ _ W� A + I7� A Client: AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 y I � Site Id : 10081745 With . 75 " ice : Viceant4 7 * ice ( Dc + ice) Hant4 Viceant4 = 3 . 721 ft3 Weighticeant4 Viceant4 ' 56pcf Weighticeant4 = 208 . 381bf /antenna Aant4ice (Want4 + 2ice) OH 2 Aant4ice = 6 . 391 ft (Want4 + 2ice) C : = IKTKzto V ' ft C — 225 . 216 > 64 ANSIMX222- G Table M Hant4 = 2 . 504 Cfice 0 . 70 Want4 + 2ice 2 50 For V = 50 mph Fant4ice qz ' G ' Cfice ' Aant4ice ' 2 Fant4ice = 28 . 55 lbf 120 For Proposed AT&T Antennas ( CCI HPA-65R- BBU - H6 ) : Wtant5 : = 50 . 71bf Hant5 72 in Want5 14 . 8 in DantS = 9 in 2 2 Dc Want5 +" Dant5 Hant5 Hant5 = 4 . 865 Cf : = 1 . 36 = 8 Cfside 1 . 43 Want5 Dant5 No Ice : Fant5 viz ' G ' Cf ' Hants ' Want5 Fant5side viz ' G ' Cfside ' Hants ' Dant5 Fant5 = 369 . 91bf Fant5side = 236 . 521bf For V = 120 mph With . 75 " ice : Viceant5 7v4 ice - ( Dc + ice) • Hant5 Viceant5 = 5 . 5826 ft3 Weighticeant5 -= Viceant5 ' 56pcf Weighticeant5 = 312 , 571bf /antenna Aant5ice (Wants + 2ice) Hants Client : AT&T 570 Colonial Park Dr. Ste 0075 Site Name : Prior Lake Roswell , GA 30075 E velocilel Site Id : 10081745 raw r ir ,? tea <> C — 225 . 216 > 64 ANSIMA- 222 - G Table M Hant5 = 3 . 756 Cfice 0 . 73 Want5 + 2ice 502 For V = 50 mph Fant5ice qz ' G • Cfice ' Aant5ice ' 2 Fant5ice = 44 65 lbf 120 For Proposed AT&T Antennas ( CCI HPA=65R=BBU - H8 ) : Wtant6 681bf Hant6 92 . 4 in Want6 14 . 8 * in Dant6 = 7 . 4 in E 2 2 Dc Want6 + Dant6 Hant6 Hant6 = 6 . 243 Cf : — 1 . 39 = 12 . 486 Cfside 1 . 58 Want6 Dant6 No Ice : Fant6 qz ' G • Cf ' Hant6 ' Want6 Fant6side qz ' G • Cfside ' Hant6 ' Dant6 Fant6 = 485 . 181bf Fant6side = 275 . 751 lbf For V = 120 mph With . 75 " ice : Viceant6 wo ice - ( Dc + ice) • Hant6 Viceant6 = 6 . 879 • ft3 Weighticeant6 Viceant6 ' 56pcf Weighticeant2 — 259 . 148 1bf /antenna Aant6ice (Want6 + 2ice) Hant6 2 Aant6ice = 12 . 302 ft (Want6 + 2ice) C : = Kz ' Kzt ' V ' ft C — 225 . 216 > 64 ANSIMA- 222 - G Table M Hant6 = 4 . 82 Cfice 0 . 75 Want6 + 2ice / l 502 I For V = 50 mph Fn +- F ; O - a7 • G • Cf ; Aa ,, ,- ti ; Fantti ; rP = 58 . 87 lbf Clint: AT&T 570 Colonial Park ll , Ste 0075 Site Name : Prior Lake Roswell , GA 3075V/17docilel Site Id : 10081745 For Existing AT&T TT19 -08BP111 TMAs : WtTMA1 : = 161bf HTMA1 = 9 . 9 • in WTMA1 = 6 . 7 • in 2 2 DTMA1 5 . 4 in Dc WTMA1 + DTMAJ HTMA1 HTMA1 = 1 . 478 Cf : = 1 . 31 = 1 . 833 Cfside 1 . 31 WTMAl DTMA1 FTMA1 - qz ' G • Cf ' HTMA1 ' WTMA1 FTMAsidel qz ' G • Cfside ' HTMA1 ' DTMA1 FTMA1 = 22 . 18 lbf FTMAsidel = 17 . 8751bf For V = 120 mph With . 75 " ice : ViceTMAl Ira ice • ( Dc + ice) HTMAl ViceTMAl = 0 . 425 • ft3 WeighticeTMA1 ViceTMA1 ' 56pcf WeighticeTMA1 = 23 . 7751bf /TMA ATMAice2 (WTMA1 + 2ice) • HTMAl 2 ATMAice2 = 0 . 761 ft (WTMA1 + 2ice) C : = Kz ' Kzt ' V • ft C — 130 . 063 > 64 ANSIMX222 - G Table M HTMA1 = 0 . 894 Cfice 0 . 70 WTMA1 + 21ce 5 2 FTMAice1 qz ' G • Cfice ' ATMAice2 ' 0 2 FTMAicel = 3 . 4 1bf For V = 50 mph 120 For Proposed AT&T AWS RRH : WtAws : = 47 . 61bf HAWS = 25 • in WAWS = 15 • in 2 2 DAWS : — 9 in Dc WAWS + DAWS HAWS HAWS = 1 . 667 Cf : = 1 . 31 = 2 . 778 Cfside 1 . 33 WAWS DAWS No Ice : Client: AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 I el Site Id : 10081745 3 ViceAWS = 1 . 955 • ft AAWSice _ [(WAWS ) + 2ice] • HAWS WeighticeAWS = 109 . 4841bf /RRH (WAWS + 2ice) 2 C := Kz ' Kzt ' V • ft AAWSice = 3 . 363 ft C - 227 . 566 > 64 ANSIMX222 - G Table M HAWS = 1 . 291 Cfice 0 . 70 WAws + 2ice 2 FAWSice viz ' G • Cfice ' AAWSice ' S 0 2 FAWSice = 15 . 02 lbf For V = 50 mph 120 For Existing AT&T 700 RRH : Wt700 : = 401bf H700 28 . 8 in W700 : = 12 . 6 • in 2 D700 5 . 7 * in DC W700 + D7002 H700 H700 = 2 . 286 C f : _ 1 . 32 = 5 . 053 Cfside = 1 . 37 W700 D700 F700 qz ' G • Cf • H700 ' W700 F700side qz ' G • Cfside ' H700 ' D700 F700 = 122 . 261bf F700side = 57 . 4041bf For V - 120 mph With . 75 " ice : Vice700 IT • ice • ( DC + ice) H700 Vice700 = 1 . 8336 ft3 Weightice700 Vice700 ' 56pcf Weightice700 = 102 . 6451bf /RRH A700ice (W700 + 2ice) H700 2 A700ice = 3 . 394 ft (W700 + 2ice) C := Kz ' Kzt ' V • ft C - 199 . 372 > 64 ANSIMX222- G Table M H700 = 1 . 697 Cfice 0 . 70 W" nn -4- ? i CP Client: AT&T 570 Colonial Park Roswell , Ste 0075 � - _ Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 , + + » x• ire + «i rt. ,•. , For Existin /Pro posed AT&T DC64840 -18 - 8F : WtDC6 := 32 . 81bf HDC6 = 24 in DDC6 = 11 • in DDC6 Fq2f6 . 028 > 2 . 5 ft HDC6 = 2 . 182 C f : = 0 . 73 DDC6 FDC6 qz G • C f DDC6 ' HDC6 FDC6 = 4 9 . 19 lb For V = 120 mph With . 75 " ice : ViceDC6 IT ' ice • ( DC + ice) HDC6 ViceDC6 = 1 . 527 • ft3 Wei ht 85 . 5371bf /DC6 WeighticeDC6 = ViceDC6 ' 56pcf g iceDC6 = ADC6iceDDC6 + 2ice) HDC6 2 ADC6ice = 2 . 562 ft ( DDC6 + 2ice) C := IKTKzto V ' ft C - 180 . 576 > 64 ANSI /TIA- 222 - G Table 2 - 8 HDC6 = 1 . 561 Cfice 0 . 70 DDC6 + 2ice 502 FDC6ice viz ' G • Cfice ' ADC6ice ' 2 FDC6ice = 11 . 44 lbf For V = 50 mph 120 For Existing 8 ' Panel Antenna ( T- Mobile ) : Wtant7 50 . 31bf Hant7 96 in Want7 • = 11 . 9 in Dant7 = 7 . 16 in Hant7 Hant7 = 8 . 067 C47 : = 1 . 44 = 13 . 521 CFa4Ao : = 1 . 62 Client: AT&T 570 Colonial Park Roswell , Ste 0075 V 1 Site Name : Prior Lake Roswell , GA 30075 Inklo Site Id : 10081745 „ n, irN <• � � { _ .y :zio ; a_ ,,s For Existing 6 ' Panel Antenna ( Sprint) : Wtant8 50 . 31bf Hant8 72 . 7 * in Want8 11 . 9 in Dant8 7 . 1 in Hant8 Hant8 = 6 . 109 Cf : = 1 . 39 = 10 . 239 Cfside 1 . 51 Want8 Dant8 Fant8 gzOthl4G ' Cf ' Hant8 ' Want8 Fant8side gzOthl ' G • Cfside ' Hant8 ' Dant8 Fant8 = 273 . 581bf Fant8side = 177 . 318 lbf For V - 120 mph For Existing Andrew TMBXX- 6617 =A2M ( T- Mobile ) : Wtant9 40 . 81bf Hant9 84 . 1 in Want 12 in Dant9 = 6 . 5 in Hant9 Hant9 = 7 . 008 Cf : = 1 . 4 = 12 . 938 Cfside 1 . 60 Want9 Dant9 Fant9 gzOthl ' G ' Cf ' Hant9 ' Want9 Fant9side gzOthl ' G • Cfside ' Hant9 • Dant9 Fant9 = 321 . 431bf Fant9side = 198 . 981 1bf For V = 120 mph For Existing 7 . 6 ' Panel Antenna ( By Others ) : Wtantl0 501bf Hant10 90 in Want10 12 in Dant10 7 • 16 in Hant10 Hant10 = 7 . 5 Cf : = 1 . 42 = 12 . 676 Cfside 1 . 59 Want10 Dant10 Fant10 gzOth2 ' G • Cf ' Hant10 ' Want10 FantlOside gzOth2 ' G • Cfside4Hant10 ' Dant10 Fant10 = 320 . 531bf FantlOside = 212 . 3511bf For V = 120 mph For Existing 7 . 6' Panel Antenna ( By Others ) : Wtantll 501bf Hant11 90 • in Wantll 12 in Dantll 4 • in f Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075VNE; Odd Site Id : 10081745 c��=ipk+ fv wirek� % r a IV For Existing 4' Panel Antenna ( By Others ) : Wtant12 301bf Hant12 48 in Want12 8 • in Dant12 6 • in Hant12 Hant12 = 6 Cf : = 1 . 38 = 8 Cfside 1 . 43 Want12 Dant12 Fant12 = gzOth2 • G • Cf ' Hant12 ' Want12 Fantl2side gzOth2 , G • Cfside • Hant12 • Dant12 Fant12 = 110 . 761bf Fantl2side = 86 . 077lbf For V = 120 mph For Existing 12 ' omni ( By Others ) : Wtomnil : = 251bf IV Homnil : = 12 • ft Domnil 3 • in Domnil FqzfIIIIIa1 . 644 ft Homnil = 48 Cf : = 1 . 2 Domnil Fomnil = gz ' G • Cf • Domnil ' Homnil = 132 . 319 lbf For V = 120 mph For Existing 8 ' omni ( By Others ) : Wtornn12 : = 201bf Homni2 7 . 9 • ft Domni2 3 • in Domni2 Fqzf1 . 644 ft Homni2 = 31 . 6 Cf := 1 . 2 Domni2 Fomni2 gz • G • Cf • Domni2 ' Homni2 = 87 all lbf For V = 120 mph For Hughey & Phillips 3 "X4 . 5 " Light : WtL := 61bf HL = 4 . 5 • in DL = 3 • in DL gz = 1 F44 < 2 . 5 Client: AT&T 570 Colonial Park Roswell , Ste 0075 -el Site Name : Prior Lake Roswell , GA 30075 Eveloal Site Id : 10081745 Llm1; t _ For Existing AT &T 2" STD pipe antenna mount : wtpl := 3 . 66plf Without Ice : Hpl : = 8 • ft Dpl : = 2 . 38 in Dp1 Fqz., 1 . 304 ft Hp1 = 40 . 336 Cf := 1 . 2 Dpl Fp1 viz ' G ' Cf ' Dpl = 8 . 748 • plf For V = 120 mph With . 75 " ice : Vicepl iT ' ice * ( Dpl + ice) 1 Vicepl = 0 . 218 ft ft3 Weighticepl Vicepl 56pcf Weighticepl = 12 . 193 • plf Aplice ( Dpl + 2ice) Aplice = 0 . 563 ft ( Dpl + 2ice) C := Kz ' Kzt ' V • ft C = 79 . 314 > 64 ANSIMA-222- G Table M Hpl = 14 . 219 C 0 . 96 Dpl + 2ice fice 502 Fplice qz4 G • Cf ice 0 Aplice 6 1202 Fplice = 3 . 45 plf For V = 50 mph For Existing AT&T 2 " STD pipe antenna mount : wtp2 : = 3 . 66plf Without Ice : Hp2 : = 11 • ft Dp2 : = 2 . 38 in Dp2 Fqzf1 . 304 ft Client : AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 N/ r 4211od T Site Id : 10081745 coaitstt � N • trci5 � �> � s >- Vicep2 IT ' ices ( Dp2 + ice) 1 3 Vicep2 = 0 . 218 — ft Weighticep2 Vicep2 56pcf ft Weighticep2 = 12 . 1934 plf Ap2ice : _ ( Dp2 + 2ice) Ap2ice = 0 . 563 ft ( Dp2 + 2ice) C := Kz ' Kzt ' V ft c — 79 . 314 > 64 ANSI /TIA-222 - G Table M Hp2 = 19 . 551 Cfice 1 . 08 Dp2 + 2ice 502 Fp2ice biz ' G ' Cfice ' Ap2ice 1202 Fp2ice = 3 . 88 plf For V = 50 mph For L2 "x2 " x1 /4" Kicker: Wtangl : = 3 . 19plf Without Ice : Hangi 60 in Dangl 2in 2 2 Wangl 2in Dc TWang +" Dangl Hangl = 30 Cf : = 2 . 0 Dang1 Fangl qz ' G • Cf • Dang1 Fangl = 12 . 252 • plf For V = 120 mph With . 75 " ice : Viceangl 7T ' ices ( Dc + ice) 1 3 Viceangl = 0 . 239 ft • ft Weighticeangl Viceangl ' 56pcf Weighticeangi = 13 . 391 • plf Aanglice (Wangl + 2ice) Aanglice = 0 . 531 ft Client : AT&T 570 Colonial Park Roswell , Ste 0075 '� Site Name : Prior Lake Roswell , GA 30075 \4rJ Site Id : 10081745 ,, � , • „_ � •a � � rz ,: . 2 50 Fanglice qz ' G • Cf ice ' Aanglice ' F — if For V = 50 mph 1202 anglice — 2 . 88 p P For Existing 2 " STD Pipe Mount ( Other carrier on corral ) : Wtpipe3 3 . 66plf Without Ice : Hpipe3 8 • ft Dpipe3 2 . 38 • in Dpipe3 Fqzf1 . 304 ft Hpipe3 = 40 . 336 Cf : = 1 . 2 Dpipe3 Fpipe3 qz ' G • Cf ' Dpipe3 = 8 . 748 plf For V = 120 mph For Existing 2 " STD Pipe Mount ( Sprint) : Wtpipe4 : = 3 . 66plf Hpipe4 = 80ft Dpipe4 = 2 . 38 • in Dpipe4 Fszf = 1 . 304 ft Hpipe4 _ 40 . 336 Cf := 1 . 2 Dpipe4 Fpipe4 gzOthl ' G • Cf ' Dpipe4 = 7 • 797 • plf For V - 120 mph For Existing 2 " STD Pipe Mount ( Other carrier on corral ) : H 9 . 8 ft Wtpipe5 3 . 66plf pipes DpipeS 2 . 38 in DpipeS Fszf = 1 . 304 ft Hpipe5 _ 49 . 412 Cf := 1 . 2 Dpipe5 Client: AT&T 570 Colonial Park Dr. Ste #307 IF Site Name : Prior Lake Roswell , GA 30075v Nz; c el Site Id : 10081745 . ri �sr � �. �• tr ,ai � , 3t��,��s For Existinq 2 " STD Pipe Mount ( T- Mobile ) : Wtpipe7 : = 3 . 66plf Hpipe7 = 71 ft Dpipe7 = 2 . 38 in Dpipe7 Fqz, 1 . 304 ft Hpipe7 = 35 . 294 Cf := 1 . 2 Dpipe7 Fpipe7 gzOthl ' G • Cf ' Dpipe7 = 7 . 797 plf For V = 120 mph For Existing 2 " STD Pipe Mount ( Other carrier on tank stem ) : Wtpipe9 3 . 66plf Hpipe9 8 . 5 ft Dpipe9 2 . 38 in Dpipe9 Fqzf1 . 304 ft Hpipe9 C 1 . 2 = 42 . 857 f Dpipe9 Fpipe9 gzOth2 ' G • Cf Dpipe9 = 7 . 163 • plf For V = 120 mph For 1 . 25" STD pipe corral vertical . H = 3 . 42 ft Wtpipel0 = 2 . 27plf pipel0 Dpipel0 1 . 66 • in Dpipel0 gz = 0 . 91 ft psf Hpipel0 C f := 1 . 2 = 24 . 723 Dpipel0 Fpipel0 gz ' G • Cf4 Dpipel0 = 6 . 101 • plf For V = 120 mph For 1 . 25 " STD pipe corral rail : Wtpipell = 2 . 27plf Hpipell 6 . 286ft Drioell 1 . 66 • in i Client: AT&T 570 Colonial Park Dr, Ste 0075 ' l T Site Name : Prior Lake Roswell , GA 3075 Site Id : 10081745 For PL 1 /4" X4" corral Toe Plate Wtpla : = 3 . plf Hplal 6 . 28 ft Wpla1 = 4 in r Dplal = 0 . 25 in 2 2 Dc .= jWpla1 + Dpla1 Hpla1 = 18 . 84 Cf : = 2 . 0 Wplal Fplal viz • G • Cf • Wplal = 24 . 504 • plf For V = 120 mph For Existing 4 . 5 ' Yagi ( By Others ) : Wtyagi : = 2 . 67plf Hyagi : = 4 . 5 • ft Dyagi : = 24 in Dyagi ` Fqzf1 . 096 ft KzOthers3 1 . 06 Hyagi = 27 Cf := 1 . 2 Dyagi Kzothers3 For V = 120 mph Fyagi : = qz • G • Cf • Dyagi K = 5 . 646 plf z For Existing Yagi Elements ( By Others ) : wtyagi2 : = 0 . 51bf Hyagi2 : = 0 . 5 ft Dyagi2 0 . 5 in Dyagi2 Fqzf0 . 274 ft Hyagi2 = 12 C f : = . 91 Dyagi2 Kzothers3 For V = 120 mph Fyagi2 qz • G • Cf • Dyagi2 • Hyagi2 • = 0 . 535 • lbf KZ i Client: AT&T 570 Colonial Park Roswell , Ste 0075 � � Site Name : Prior Lake Roswell , GA 30075 Site ld : 10081745 i;crsrere Frei - <> r <} . For Unistrut : ( Proposed Coax Tray ) Wtuni 2 . 014plf Without Ice : Huni 60 in Duni 1 . 625in 2 2 Wuni 1 . 625in Dc -= Wuni + Duni Huni = 36 . 923 Cf : = 2 . 0 Duni Funi qz ' G ' Cf Duni Funi = 9 . 955 • plf For V = 120 mph Client: AT&T 570 Colonial Park Dr. Ste #307 ` Site Name : Prior Lake Roswell , GA 30075 I1 Site Id : 10081745 �, : „ • <, � ::«,; , C ) = ANALYSIS The existing mount was modeled with RISA 3D , a product of RISA Technologies . } td2 t - r] 1 h _}f See the attached RISA output for member data , loads and forces . Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 do ' le I Site Id : 10081745 D ) - WATER TANK STRUCTURAL ANALYSIS 1)= Wind Load Reference , ASCE- 7- 10 Risk Category : IV Table 1 . 5- 1 pg 2 Velocity pressure Kz : = 1 . 32 Exp : — C Table 27 . 3- 1 pg 261 exposure coefficient : Topographic factor: Kzt : = 1 . 0 Figure 26 . 8 . 2 pg 254 Wind directionality factor : Kd - 85 Table 26 . 6- 1 pg 250 Ultimate Wind speed : V : = 120 mph Figure 26 . 5 - 1 b pg 248b Tank Center : h :— 123 . 5 ft Gust response factor : G : — 0 . 85 section 26 . 9 pg 254 Velocity pressure : qztank 0 . 00256 • Kz • Kzt • Kd • V2 . 1 • psf qztank = 41 . 36 • psf ( Eg29 . 3 — 1 ) Calculate Existing Wind Forces on Water Tank For Tank : Htank 54 . 5ft Dtank 73 . 75ft Dtank j1ztank 474 . 307 ft psf Htank = 0 . 739 Cf : = 085 Dtank Cd : = 0 . 6 Wind drag Coefficiient Table 2 AWWA D100- 96 Uwindvelocity 100 mph Tankwindload 600001bf Per Previous Analysis by HEI 2 Uwindvelocity Pw : — 30 • Cd 100 psf = 18 psf 1 2 Areatank P Tankwindload = 3333 . 3 • ft w Client : AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075VIEZ"docl el Site Id : 10081745 For Shaft : Hshaft : — 96 . 5ft Dshaft :— 52 . 75ft Dshaft gztank = 339 . 25 ft psf Hshaft = 1 . 829 Cf : = 0 . 71 KzS : = 1 . 02 Dshaft Kzs Fshaft gztank ' G • Cf . Hshaft ' Dshaft ' Fshaft = 129 . 605 • kip Kzt Ftotal Ftank +" Fshaft Ftotal = 188 . 2 • kip AT &T Appurtenance additional loads : . tin Fappl : = 1 • Fant6 + 2 • Fant3 +" FAWS ' +" FDC6 + 3 Fp1 ( 8ft — 6ft ) = 1 . 42 kip WAWS Fappg : = 18 • Fangl ' 5ft + 3 • Fp2 • ( lift — 8ft ) + 3 Fp1 • ( 8ft — 4ft ) + 2Funi ' 5ft = 1 . 386 kip Fapp3 : = 42Fanti * ( COS ( 100deg ) ) 2 + Fant4 ' ( COS ( 100deg ) ) 2] = 0 . 021a kip Fapp4 : = 1f2Fant1side * ( sin ( 100deg ) ) 2 + Fant4side ' ( sin ( 100deg ) ) 2] = 0 . 388 kip Fapp5 : = 42Fant24 ( COS ( 140deg ) ) 2 + Fant5 ' ( cos ( 140deg ) ) 2] = 0 . 588s kip Fapp6 : = 42Fant2side * ( sin ( 140deg ) ) 2 + Fant5side ' ( sin ( 140deg ) ) 2] = 0 . 25 • kip F = f2FTMA1 * ( Cosd2 2] 0 . 00139 • kipapp + FAWS ( cos ( 100deg Fappg : = 42FTMAsideim ( sin ( 140deg ) ) 2 + FAWSside ' ( sin ( 140deg ) ) 2] = 0 . 046 • kip Fappg : = 1 • [1F7004 ( COS ( 140deg ) ) 2 + F700side ' ( sin ( 140deg ) ) 2] = 0 . 095 • kip Other carrier additional loads : Fapp10 := Fomnil + 2Fomni2 + FL + 3Fpipe3 ' 8ft + 6 • Fpipel0 ' 3 . 42ft = 0 . 6444 kip Fappll := Fpipe5 ' 9 . 8ft + 5Fpipe4 ' 8ft + 2 • Fpipe7 . 7ft + 3 • Fpipe9 . 8 . 5ft = 0 . 689 • kip Fappll : = Fyagi ' 4 . 5ft + 24Fyagi2 + 2 ( 2Fpipell ' 12ft) + 2 ( 1Fpla1 ' 12ft) = 0 . 919 kip Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 E V60 i1el Site Id : 10081745 rljjl� i : Total Wind Loads : Faddl + Fadd2 = 4 . 33 • % Ftotal Additional wind load on the existing and proposed appurtenances is less than 10 % of the total wind loads on the water tank . Check if seismic controls . Fwind Ftotal ' 0 . 6 = 112 . 92 • kip Client: AT&T 570 Colonial Park Dr. Ste #307 10 Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 2)- Seismic Load Risk Category : Iv table 1 . 5- 1 pg 2 Importance Factor : IE := 1 . 50 table 1 . 5- 1 pg 5 Spectral Parameters : SS : = 0 . 061 Figure 22 - 1 SI : = 0 . 028 Figure 22 -2 Fa : = 1 . 6 Table 11 . 4- 1 For assumed site class D Fv 2 4 Table 11 . 4-2 . = . SMS : = Fa • SS Eqn . 11 . 4- 1 SMS = 0 . 098 SMl : = Fv • SI Eqn . 11 . 4- 2 SM1 = 0 . 067 2 SDS 3 ' SMs Eqn . 11 . 4- 3 SDS = 0 . 065 2 SDI 3 SM1 Eqn . 11 . 4-4 SDI = 0 . 045 R : = 3 Table 15 . 4- 2 Period Determination : ct := . 02 Table 12 . 8- 2 x :_ . 75 Table 12 . 8- 2 hn : = 148 ft Ta = Ct hnx Eqn . 12 . 8- 7 - 1 Ta = 0 . 849 s Seismic Response Coefficient : SDS CS : = Cs = 0 . 033 Eqn . 12 . 8- 2 R IE #307 Client: AT&T 570 Colonial Park ll , Ste 0075 Site Name : Prior Lake Roswell , GA 3075 Il el Siteld : 10081745 t< <-, ,, + � r �;'irt• I •rss Total weight : lbf W : = 62 . 4 Volume ft3 Base shear : v : = csmin w • 0 . 7 V = 175 . 175 • ki. p Seismic load is 175 , 175 kips which is greater than the total wind load of 112 . 92 kips . Thus , seismic loads control the structure . Existing Dead Loads , which are proportional to the seismic loads , shall be compared to the additional appurtenance dead loads . W = 8341 . 667 • kip Total Additional weight : Wtapprl 2 • Wtantl + 2 Wtant2 + 2 Wtant3 + 1 Wtant4 + Wtant5 + Wtant6 = 0 . 481 kip Wtapprl : = 6WtTMA1 + 3WtAWs + 3 Wt700 + WtDC6 = 0 . 392 kip Wtappr3 3Wtant7 + 3 Wtant8 + 94 Wtant9 + 6 • Wtantl0 + 3 Wtantll = 1 . 119 kip Wtappr4 6 • Wtant12 + Wtomnil + 2 Wtomni2 + WtL + Wtyagi 4 . 5ft + 24 Wtyagi2 = 0 . 275 • kip Wtappr5 6Wtp1 . 8ft + 3 • Wtp2 . lift + 18 • Wtangl • 5ft + 90 Wtpipe3a 8ft + 2Wtuni ' 5ft = 0 . 867 • kip Wtappr6 Wtpipe5 9 . 8ft + 12 Wtpipe7 7ft + 15 Wtpipe9 8 . 5ft = 0 . 810 kip Wtappr7 : = 6 ' Wtpipel0 ' 3 . 42ft + 2 • (Wtpipell ' �7 ' 12ft) + Wtp1a • 7i • 12ft = 0 . 331 • kip Wtapprg : = ( 3 . 681bf ) + ( 3 . 59 . 41bf ) + ( 6 . 551bf ) + ( 3 . 57 . 21bf ) = 0 . 884 • kip Wtapprg := ( 12 . 8 a 71bf ) + ( 12 . 201bf ) = 0 . 344 • kip Wtapprl0 = ( 3 . 3 . 66plf 21ft ) + ( 3 . 3 . 66plf 10ft ) + ( 2 . 3 . 66plf 24ft ) = 0 . 516 • kip Wtcoaxl 12 ( 0 . 8plf 150ft ) + 22 ( 0 . 8plf 90ft ) = 3 . 024 • kip Wtcoax2 = 12 ( 0 . 8plf 70ft ) + 3 • ( 0 . 33plf 160ft ) = 830 . 4lbf Wtfibercable ( 0 . 091plf 150ft ) = 0 . 014 • kip WtDCcable 2 ( 0 . 62plf 150ft ) = 0 . 1864 kip Wthybridcables 2 • ( 1 . 2plf 90ft ) = 2161bf Wthybriflexcables 3 • ( 1 . 78plf • 90ft ) = 480 . 6lbf Wtcable 0 . 12plf 150ft + 0 . 15plf 160ft = 42 lbf Wtconduit 0 . 12plf 160ft = 19 . 2lbf Wtaddl Wtapprl + Wtappr2 + Wtappr3 + Wtappr4 + Wtappr5 + Wtappr6 = 3 . 944 kip Wtadd2 Wtappr7 + Wtappr8 + Wtapprg + Wtapprl0 = 2 . 075 • kip 3 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 4447463889 Longitude = - 93 . 4080556 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 . 0 , Fv = 1 . 0 Data are based on a 0 . 05 deg grid spacing Period Sa (sec) (g ) 0 . 2 0 . 061 (Ss , Site Class B ) 1 . 0 0 . 028 (S1 , Site Class B ) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 4407463889 Longitude = - 93 . 4080556 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1 . 6 , Fv = 2A Period Sa (sec) (g ) 0 . 2 0 . 097 (SMs , Site Class D ) 1 . 0 0 . 066 (SM1 , Site Class D ) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 44 . 7463889 Longitude = -93 . 4080556 Design Spectral Response Accelerations SDs and SD1 QhA � � rA cnl - Oiq V QRAI r Y �~ X Z u N2 -. 037 - . 048 . 04 Z, 037k -. 006 Y Z � X ; N2 -. 009k/ -. 243k i -. 002k 7 - . 011 k/ft -. 243k r Y Z vX -, 138k Illy -. 076k - , 057k 11 k/ft - . 138k 29k Y Z �I -. 13 k , -A 03 . 013k/ i ( ( - . 04 Y Z N2 -. 004k/ -. 029k -. 00015k -. 003k/ft -. 029k 4/ r; Y Z X -. 029k S -. 015k y -. 015k 03k/ft -. 029k 08k Company Velocitel Inc. June 24 , 2015 Designer Mustafa Mannan 11 : 19 AM Jodi Number 10081745 Tripod Mount Checked By: NT Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation ? Yes Include Warping ? Yes Trans Load Btwn Intersecting Wood Wall ? Yes Increase Nailing Capacity for Wind ? Yes Area Load Mesh in ^2 144 Merge Tolerance in 12 P- Delta Analysis Tolerance 0 . 50 % Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls ? Yes Maximum Iteration Number for Wall Stiffness3 Gravity Acceleration ft/sec^2 3202 Wall Mesh Size in 12 i Ei ensolution Convergence Tol . 1 . E - 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360- 10 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360- 10 : LRFD Cold Formed Steel Code AISI S100-10 : LRFD Wood Code AF & PA NDSA2 : ASD rr Wood Temperature < 100F Concrete Code ACI 318- 11 Masonry Code ACI 530- 11 : ASD Aluminum Code I AA ADW A O : ASD - Buildin Number of Shear Regions 4 Re ion Spacing ' Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor ( PCA) * 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam . Spacing ? No Concrete Rebar 'Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 18 Company Velocitel Inc. June 24 , 2015 Designer Mustafa Mannan 11 : 19 AM Jotoa Number 10081745 Tripod Mount Checked By: NT Global Continued Seismic Code ASCE 7A 0 Seismic Base Elevation` ft Not Entered Add Base Weight? Yes Ct Z 02 Ct X . 02 T Z sec Not Entered T X sec Not Entered RZ 3 RX 3 Ct Exp. Z 475 Ct Exp. X . 75 SDI I SDS 1 S1 1 TL sec 5 Risk Cat - 1 or II Seismic Detailing Code ASCE 7.05 Om Z Om X 1 Rho Z Rho X 1 Hot Rolled Steel Properties Label E rksil G ksil Nu Therm \1 E . . .Densit k/ft. . . Yieldrksil Rv u ksi Rt 1 A36 Gr. 36 29000 1 11154 . 3 . 65 A4 36 1 . 5 58 1 . 2 2 A572 Gr. 50 29000 11154 . 3 . 65 49 50 1 . 1 65 1 r1 3 A992 29000 11154 . 3 . 65 . 49 50 1 . 1 65 1 . 1 4 A500 Gr. 42 29000 11154 . 3 . 65 49 42 144 58 143 5 A500 GrA6 29000 11154 . 3 . 65 . 49 46 1 A 58 1 . 3 6 A53 29000 11154 . 3 . 65 . 49 35 15 58 142 Hot Rolled Steel Design Parameters Label Sha e Len th ft Lb III III lift I Lbzz ft Lcom to ft. Lcom bot ft L-tor . . . K Kzz Cb Function 1 M1 PIPE 2 . 0 11 Lateral 2 M2 L2x2x4 5 Lateral 3 M3 L2x2x4 5 1 Lateral Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Shape Type Desi n List Material Desi n Rules 1 M1 N1 N2 PIPE 2 . 0 Beam Pie A53 T ical M2 N3 N5 90 L2x2x4 Beam Single Angle A36 GrI T ical Company Velocitel Inc. June 24 , 2015 Designer Mustafa Mannan 11 : 19 AM Jo,'_ Number 10081745 Tripod Mount Checked By: NT Member Point Loads (BLC 1 : Member Label Direction Ma nitude k k4t Location ft 1 M 1 Y - . 037 . 10 2 M 1 Y 037 2 . 3 3 M 1 Y - . 048 7 4 M 1 Y -. 04 4 5 M 1 Y - . 006 1 Member Point Loads (BLC 2 : 1 Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Z - . 243 10 2 M 1 Z -6243 2 . 3 3 M 1 Z - . 002 7 Member Point Loads (BLC 3 : Member Label Direction Ma nitude k k-ft Location ft 1 M 1 X -. 138 10 2 M'1 X . 138 2 . 3 3 M 1 X -. 076 7 4 M 1 X . 057 4 5 M 1 X -. 029 1 Member Point Loads (BLC 4 : Member Label Direction Ma nitude k k-ft Location ft 1 M1 Y - . 13 10 2 M 1 Y -. 13 2 . 3 3 M 1 Y -. 109 7 4 M 1 Y . 103 4 5 M 1 Y - . 04 1 Member Point Loads (BLC 5 : Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Z - . 029 10 2 M 1 Z -. 029 2 . 3 3 M 1 Z - . 00015 7 Member Point Loads (BLC 6 : ) Member Label Direction Magnitudefk, k4tj Location ft 1 M 1 X - . 029 10 2 M 1 X -. 029 2 . 3 3 M 1 X - . 015 7 4 M 1 X -. 015 4 5 M 1 X -. 008 1 Company Velocitel Inc. June 24, 2015 Designer Mustafa Mannan 11 : 19 AM R{ Number 10081745 Tripod Mount Checked By: NT Member Distributed Loads (BLC 2 : ) (Continued) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft % 4 M1 Z' -. 009 . 009 10 11 Member Distributed Loads (BLC 3 : ) Member Label Direction Start Ma nitude k/ft F1 End Ma nitude k/ft F ft Start Location % End Location ft 1 M2 L - . 012 1 - . 012 0 0 , 2 M3 L . 012 . 012 0 0 3 M1 L - . 009 - . 009 0 0 Member Distributed Loads (BLC 4 : ) Member Label Direction Start Ma nitude k/ft F End Magnitudelk/ft. Fl Start Locationrft, %l End Location ft 1 M1 Y 012 - . 012 1 0 0 2 M2 Y ' -. 013 -. 013 ` 0 0 3 M3 Y -. 013 - . 013 1 0 0 Member Distributed Loads (BLC 5 : ) Member Label Direction Start Ma nitude k/ft F End Maonitudefk/ft, F1 tart Location ft % End Location ft 1 M1 H -t004 1 . 004 1 0 2 . 3 2 M2 H -. 003 . 003 1 0 0 3 M3 H - . 003 -. 003 0 0 4 M1 H ' -. 004 . 004` 10 11 Member Distributed Loads (BLC 6 : ) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft 1 M2 L - 0003 1 - 4003 0 0 2 M3 L -0003 . 003 0 0 3 M1 L - 0004 - . 004 0 0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Ma nitude ks No Data to Print . . . Envelope Member Section Forces Member Sec Axialfkl LC v Shear k LC z Shear k LC Tor ue k-ft LC v-v Momen . . . LC z-z Momen . . . LC 1 M1 1 max . 978 4 . 276 2 0 4 . 003 2 0 1 0 1 2 min -1 . 091 1 0 1 -6324 1 0 3 0 1 0 1 3 2 max . 712 4 . 467 2 0 4 . 003 2 0 4 0 1 4 min - 1 . 154 1 0 1 -. 587 1 0 3 - 1031 1 -. 906 2 5 3 max . 43 3 0 1 . 259 1 0 1 0 4 0 1 6 min . 124 2 -0266 2 ` 0 4 0 1 - 1 . 168 1 -. 887 2 A 0) an 4 f) 1 0F7 1 n 1 n d n 1 Company Velocitel Inc. June 24 , 2015 Designer Mustafa Mannan 11 : 19 AM Jr". " Number 10081745 Tripod Mount Checked By: NT Envelope Member Section Forces (Continued) Member Sec Axial k LC Shear k LC z Shearfkt LC Tor ue k-ft LC - Momen . . . LC z-z Momen . . . LC 21 M3 1 max 964 2 . 009 1 . 018 1 . 002 1 0 1 0 1 22 min 092 3 -. 025 4 - 6021 2 -. 002 2 0 1 0 1 23 2 max 974 2 . 004 1 . 009 1 . 002 1 . 018 1 . 019 3 24 min 11 3 -4013 4 - 0011 2 -. 002 2 - 02 4 -. 019 2 25 3 max 983 2 0 3 0 1 . 002 1 t024 1 026 3 26 min 128 ' 3 0 4 0 ` 2 -.002 2 - 027 4 1 025 2 27 . 4 max . 993 2 . 013 4 . 01 2 1 002 1 . 018 1 . 02 3 28 min 146 `` 3 -. 004 1 - 0008 1 -:002 2 -' 02 4 -. 019 2 29 5 :Max 1 . 003 2 . 025 4 . 02 2 . 002 1 . 001 1 . 001 1 30 min . 163 ` 3 -4009 1 '` -0017 1 -.002 2 - 001 2 -. 001 2 Envelope A /SC 94th (36040) • LRFD Steel Code Checks Member Sha e Code Check Locrfti LC She . . .Lo . . . Dir LC hi*. . . hi* . . . hi*. . . hi*. . . . . . E n 1 1 M1 1plPff_ . . 872 1 3 . 781 1 1 . 06121 . . . 1 8 . 129 32 . 13 1 . 872 1 . 872 1 H1 2 1 M2 I L2x2x4j . 143 2 ,604 1 14016 0 2 8 , 871 30,5 ; . . 691 -1 .436 . . 1-12-1 1 M3 I L2x2x4 1 . 146 2 . 656 2 1 . 015 0 z 2 8 . 871 30 . 5 . 1 . , 691 1 . 438 . . . H2- 1 SEH Building a Better World for All of Us ' June 5 , 2015 RE : City of Prior Lake , Minnesota AT&T Mobility at Cedarwood Water Tower Site No . MNL03028 SEH No . PRIOR 132833 Tony DiDonato Site Acquisition 1701 American Blvd East, Suite 16 Bloomington , MN 55425 Dear Mr. DiDonato : In accordance with the request from the City , we have reviewed the plans submitted by Velocitel dated April 23 , 2015 referencing the construction of the proposed AT&T Mobility Upgrade Project at the Cedarwood Water Tower in the City of Prior Lake and have the following comments for your review: 1 . Structural Analysis by Velocitel dated April 28 , 2015 : • Page 2 of 23 , B Loads , weights listed for the antennas do not match the weights listed on the plans , Sheet C4 , Antenna Details , Details 3 , 4 and 5 . Clarification is required . • Page 12 of 23 , the existing antenna pipe mount is listed as a 2" STD . This does not match the plans on Sheet 2/C4 , which shows a 3- 1 /2" O . D . antenna mounting pipe . Clarification is required . 2 . Sheet C2 . 1 , Equipment Layout Plan ; Details need to be provided to identify the attachment hardware along the entire route of the proposed 48 DC power cable from the AT&T equipment lease area , up through water tower, through the dry tube , to the top hand rail and to the equipment. 3 . Sheet C3 , Elevation View and RF Details ; Detail 1 , note states in part that a structural analysis was not performed , or is being performed . The engineer has provided structural calculations performed by Velocitel dated April 28 , 2015 for review. The note needs to be revised to reflect this . 4 . Sheet C4 , Antenna Details : • Detail 2 , RRH Attachment; Details need to specify if mounting pipes are existing or new. If new, mounting pipes will need to be capped at both ends with welded end caps and shop painted to match to color of the water tower (verify color) . • Details 2 and 10 ; Sheet 3/C3 specifies RRUs are to be mounted behind the antennas . Drawings need to be site specific. Complete visual diagrams are required showing the RRUs mounted behind the antennas on the mounting pipe and the antennas attached to the mounting pipe inclusive of all attachment hardware and hardware sizes (see attached Antenna & Equipment Mount to Handrail examples) . • Add the following notes to Sheet C4 : ➢ "All attachments to painted surfaces are to include the placement of neoprene strips between roAi irnlnliminn+n Anm �nn +n +he nninterl ci irfnra KAafni chime nra AT&T at Cedarwood WT City of Prior Lake , Minnesota June 5 , 2015 Page 2 r ➢ " Contractor to touch up painting on existing antennas , spot repairs made with brush and w/o feathering , should be completely rolled for uniformity . " ➢ " Contractor to touch up existing antenna pipe masts . Depending upon their condition s (damaged/failed) the City may request replacement. " ➢ "AII exposed cables including jumpers , 48 DC power cables and coax cables are to be provided with manufactured white jacketing or taped white . " ➢ "All mounting hardware is to be galvanized and/or provided in a non -corroding material . " ➢ "All antenna feed lines , jumpers , coax and hybrid cable cannot interfere with top of the handrail and must be routed as such that they comply with OSHA requirements regarding handrails . " ➢ "AII Verizon equipment is to be tagged and/or labeled . " ➢ "AII abandoned antennas , coaxial cable and detachable equipment that is no longer used are to be removed during the final migration . " 5 . The engineer should incorporate the SEH painting specifications attached . 6 . Note , 360 photos taken of the tower top on April 28 , 2015 show there is currently no cable support system from the dry tube over to the handrail . Cables are lying on top the water tower, which is not acceptable. See attached photo and 360 photos link: http : //tours . richardphotographics . com/priorlakecedarwood42815360/tour. html Installation of a cable support system needs to be discussed at the preconstruction meeting (see attached " Coax Support, Hatch Ring to Handrail , Example") . 7 . AT&T needs to verify with the City that the proposed antennas and equipment are in compliance with the lease for the space on the water tower and quantities as specified are in the lease documents . 8 . SEH encourages communication with tenant during the design process to reduce plan revisions . If you have any questions regarding our comments , please contact me directly at 651 . 76542971 , Sincerely , John Cvek Senior Technician c: Nick Zurby — City of Prior Lake , Minnesota Dan Zienty — SEH Saint Paul Dale Romsos — SEH Saint Paul sApAplpriorlcommonlat&t Ite 2c @ cedarwood\at&t mobility at cedarwood wt to a.didonato 060515.docx K Disclaimer - "SEH and the City review plan sets for each Tenant 's proposed installations and upgrades in the order that they are received Each review is independent of any other proposed Tenant modification(s). Any approval of Tenant's proposed installation are conditioned upon Tenant completing its approved improvements prior to another Tenant completing its modifications. If Tenant's proposed improvements are approved but Tena t fails to promptly commence construction such that another subsequent Tenant completes its improvements first, Tenant nay need to resubmit its plans and update its structural analysis to reflect the new site conditions. " EvelociLel complete wireless solutions at & t 77 J I I r m �- i III li Ili I III II i I I I ICI i u i i i ? e ry v � k STRUCTURAL ANALYSIS REPORT WATER TANK je CONTENTS 1 . 0 - SUBJECT & SCOPE 2 . 0 - CODES & LOADING 3 . 0 - ASSUMPTIONS , ANALYSIS CRITERIA and METHOD 4 . 0 - CALCULATIONS AND OUTPUT 5 . 0 - CONCLUSION APPENDIX A - SOFTWARE OUTPUT, CALCULATIONS AND PHOTOS I 1 . 0 SUBJECT & SCOPE In accordance with AT&T's request , Velocitel performed a structural analysis to qualify the existing tripod mounts and water tank at 5580 Cedarwood Street , Prior Lake , MN 55372 for the AT&T wireless telecommunication proposed appurtenances . The existing AT&T antennas are currently mounted on ( 9 ) tripod mounts on top of the existing water tank at a height of 153 - ft above ground level . Velocitel understands the water tank to be approximately 148 - ft tall and to be supported by a single 52 -ft 9 - in diameter shaft . Additionally , Velocitel understands that the tank has a 1 , 000 , 000 gallon capacity and was designed and constructed by Pitt Des Moines , Inc . in 1988 . Velocitel was provided and / or procured the following information for the existing installation : • Water Tank Mapping Report prepared by FDH Inc . , dated March 26 , 2015 . • Structural Report prepared by Hagen Engineering International , Inc . , dated May 25 , 2011 . • Construction Drawings prepared by Edge Consulting Engineers , Inc . , dated July 8 , 2011 . • Construction Drawings prepared for T- Mobile by Velocitel , Inc . , dated June 21 , 2012 . • RF Data Sheet prepared by AT&T, dated March 2 , 2015 . The structural analysis is based on the information contained in these documents and photos taken at the site . The existing and proposed antennas are as follows . Existing Configuration of Appurtenances ( By Others Carrier ( Ht . ) Antenna & TMA Mount Coax And / Or Fiber Unknown ( 1 ) 12 ' Omni ( 3 ) Pipe mounts ( 158 - ft) antenna attached to ( 1 ) 5/ 8 " cable ( 2 ) 8 ' Omni existing corral on ( 3 ) 7/8 " cable antennas top of the tank I Existing Configuration of Appurtenances ( By Others Carrier Antenna & TMA Mount Coax And /Or Ht . Fiber ( 3 ) 6 ' Panel Antennas ( 3 ) Pipe mounts f + attached to the Sprint ( 3 ) Samsung SMM - shaft exterior ( 3 ) 1 1/ 8 " ( 90 - ft 6 - in ) 2CRO480800 RRHs + hybriflex cables ( 3 ) Samsung SMM - ( 3 ) Pipe mounts 2LD0581900 RRHs attached to the shaft interior ( RRHs ) T- Mobile ( 3 ) 8 ' Panel Antennas ( 12 ) Pipe ( 2 ) 1 1 /4 " hybrid ( 89 - ft) ( 9 ) Andrew TMBXX - 6517 - mounts fiber cables A2M attached to the + + shaft exterior ( 22 ) 1 5/ 8 " ( 6 ) RRUs + ( 3 ) FRIG RRUs ( 5 ) Pipe mounts + attached to the ( 2 ) COVP Junction Boxes shaft interior ( RRUs & Boxes ) ( 9 ) 7 . 5 ' Panel Antennas ( 15 ) Pipe ( 12 ) 1 5/ 8 " Unknown ( 6 ) 4 ' Panel Antennas mounts ( 69 -ft ) + attached to ( 6 ) ADC 1284314 TMAs shaft exterior ( 6 ) CSS 999002 TMAs + Mounted to s F reinforcing ring inside the shaft (TMAs ) Unknown ( 1 ) 4 . 5 ' Yagi antenna Attached ( 1 ) 5/ 8 " ( 44 . 5 - ft ) directly to the shaft Existing Configuration of AT&T Appurtenances Height Antenna & TMA Mount Coax and/ or Fiber 153 - ft ( 3 ) Kathrein 80010764 ( 9 ) Tripod ( 12 ) 1 5/ 8 " ( i to be removed ) mounts on top + ( 3 ) Kathrein 80010765 of water tank ( 1 ) DC Cables ( 1 to be removed ) + + t ( 3 ) Kathrein 80010766 Attached to ( 1 ) Fiber Cable ( 1 to be removed ) corral + + ( DC6 ) ( 1 ) RET cable ( 6 ) TT19 - 08BP111 - 001 TMAs + i ( 3 ) 700 MHz RRH 1 DC6 Sure Protector Proposed Confi uration of AT&T Appurtenances Height Antenna & TMA Mount Coax and/or Fiber 153 - ft ( 1 ) HPA - 65R- BUU - H4 Use existing ( 1 ) DC Cable ( 1 ) HPA- 65R- BUU - H6 ( 1 ) HPA- 65R - BUU - H8 3 AWS RRH Final Configuration of AT&T Appurtenances Height Antenna & TMA Mount Coax and /or Fiber 153 - ft ( 1 ) HPA - 65R- BUU - H4 ( 9 ) Tripod ( 12 ) 1 5/ 8 " ( 1 ) HPA - 65R- BUU - H6 mounts on top + ( 1 ) HPA- 65R - BUU - H8 of water tank ( 2 ) DC Cables ( 2 ) Kathrein 80010764 + + ( 2 ) Kathrein 80010765 Attached to ( 1 ) Fiber Cable ( 2 ) Kathrein 80010766 corral + + ( DC6 ) ( 1 ) RET cable ( 6 ) TT19 - 08BP111 - 001 TMAs ( 3 ) 700 MHz RRH ( 3 ) AWS RRH 1 DC6 Sure Protector .� .� 0% 0% r. ce. A KIr% I A A MTwIn o Ultimate wind speed ( for Risk Category IV ) in Scott County , MN is 120 mph . o Recommended ice load is 3/4 " radial ice for the entire structure concurrent with 50 mph wind speed . o Exposure Category C r o Risk Category IV , IE = 1 . 5 , I ; = 1 . 251 Iw = 1 . 0 • AISC Steel Construction Manual , 141h Ed The following load combinations were used to analyze the existing antenna mounts . The numbers in parenthesis denote ASCE 7 - 10 equation numbers . i 1 . 2D + 120 W ( 2 . 3 . 2 . 4 ) 1 . 2D + W ; + Di ( 2 . 3 . 4 . 2 ) i The following load combination was used to compare loads on the water tank . The numbers in parenthesis denote ASCE 7 - 10 equation numbers . D + ( 0 . 6W or 0 . 7E ) ( 2 . 4 . 1 . 5 ) 3 . 0 ASSUMPTIONS, ANALYSIS CRITERIA and METHOD The following design values were used to analyze the existing antenna mounts : - All existing steel pipe members are ASTM A53 with a yield stress of 35 ksi . All other steel members are ASTM A36 with a yield stress of 36 ksi . The existing tripod antenna mounts were modeled with RISA - 3D , a general - purpose 3 - dimensional analysis and design program . This program has been developed to make the definition , solution and modification of 3D structural models , utilizing finite element solutions . Ice loads have been calculated for each existing and proposed appurtenance ; however, it is assumed that the ice and wind on ice loads cases will not control over wind or seismic load cases for the design of the tank and for comparing loads . The structure is considered to have adequate strength for the proposed loading , if the existing structural members which will be used to support the proposed equipment are structurally adequate per the current code criteria or the additions and alterations to the existing structure do not increase the gravity force in any 5 . 0 CONCLUSION t The existing antenna mounts are found to have adequate capacity for the proposed appurtenances , and at the worst case are stressed to 87 . 2 % . Additionally , the existing water tank is found to have adequate capacity for the proposed antennas . The seismic loads , which control the design of the water tank, imparted on the water tank by the existing and proposed antennas and other appurtenances are less than 5 % of the total loads on the tank itself, and thus no further overall analysis of the tank structure is required . Therefore , the proposed changes can be implemented with the conditions outlined in the report . The conclusions reached by Velocitel , Inc . in this report are only applicable for the previously mentioned existing structural members supporting the proposed telecommunication equipment cabinets and antennas . Any deviation of the support , load and/ or their placement, etc , will require Velocitel to generate an additional structural analysis . Further, no structural qualification is made or implied by this report for existing structural members not supporting the aforementioned telecommunication equipment . Velocitel will accept no liability due to discrepancies between the as built drawing ( s ) and the as built condition of the structure . The contractor should inspect the condition of the existing structure , mounts and connections and notify Velocitel of any discrepancies and deficiencies . If you have any questions or concerns regarding the contents or results of the report , please feel free to contact Nebiyou Setegn with Velocitel at 770 - 645 - 5900 x119 . Very truly yours , Velocitel , Inc . I hereby certify that this plan, specification , or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota . _ (� APPENDIX A SOFTWARE OUTPUT, CALCULATIONS AND PHOTOS k k klk I 4 r t S 4 svl If �y mm ®wt IIIv ell I lv MID w _ w r � - `- ` ;-•� Client: AT&T 570 Colonial Park Roswell , Ste 0075 liel Site Name : Prior Lake Roswell , GA 30075 0 Wzdoc Site Id : 10081745 rots, r5 � � etrN � esst, i ,f s A ) = PURPOSE The purpose of these calculations is to qualify the existing antenna mounts and the water tank for the proposed AT&T appurtenances located at: 5580 Cedarwood Street , Prior Lake , MN 55372 Reference : Construction drawings prepared by Edge Consulting Engineers , Inc . , dated 07/08/2011 , Structural report prepared by Hagen Engineering International , Inc . , dated 05/25/2011 . Mapping report prepared by FDH Inc . , dated 03/26/2015 Construction drawings for T- Mobile prepared by Velocitel Inc . , dated 06/20/2012 I PRIOR LAVE Alt 3 Akit 1 v, i tl EXISTING 01TEN!' G w (OTHER t3AR IER i Client: AT&T 570 Colonial Park Dr. Ste #307 I Site Name : Prior Lake Roswell , GA 30075 10 �el ' Site Id : 10081745 nerw Nis esi � =. ors B ) = LOADS 1)- Dead Loads Existing Appurtenances (AT &T) : ( 3 ) Kathrein 80010764 antennas , weighing 45 . 2 Ibs each ( 1 To Be Removed) ( 3 ) Kathrein 80010765 antennas , weighing 56 . 2 Ibs each ( 1 To Be Removed) ( 3 ) Kathrein 80010766 antennas , weighing 62 . 7 Ibs each ( 1 To Be Removed) ( 6 ) TT M8BP111 TMAs , weighing 16 Ibs each ( 3 ) 700 RRHs , weighing 40 Ibs each ( 1 ) DC6 surge protector, weighing 32 . 8 Ibs ( 12 ) 1 5/8 " coax , weighing 0 . 8 Ib/ft ( 1 ) Fiber cable , weighing 0 . 091 Ib/ft ( 1 ) DC cable , weighing 0 . 62 Ib/ft ( 1 ) RET cable , weighing 0 . 12 Ib/ft Proposed Appurtenances (AT &T) : ( 1 ) CCI HPA-65R- BUU- 1-14 antennas , weighing 34 Ibs each ( 1 ) CCI HPA-65R- BUU- 1-16 antennas , weighing 50 . 7 Ibs each ( 1 ) CCI HPA-65R- BUU- 1-18 antennas , weighing 68 Ibs each ( 3 ) AWS RRHs , weighing 47 . 6 Ibs each ( 1 ) DC cable , weighing 0 . 62 Ib/ft Existing Appurtenances ( By Others) : ( 9 ) 7 . 5' Panel antennas , weighing approximately 50 Ibs each (6) 4' Panel antennas , weighing approximately 30 Ibs each ( 3) 6 ' Panel antennas , weighing approximately 50 . 3 Ibs each ( 3) 8' Panel antennas , weighing approximately 50 . 3 Ibs each ( 9) Andrew TMBXM517-A21V! antennas , weighing 40 . 8 Ibs each z ( 1 ) 12 ' Omni antenna , weighing approximately 25 Ibs (2 ) 8 ' Omni antennas , weighing approximately 20 Ibs ( 3 ) Samsung SMW2CR0480800 RRHs , weighing 68 Ibs each ( 3) Samsung SMW2LD0581900 RRHs , weighing 59 . 4 Ibs each (6) 1 . 5 ' x6 " RRUs , weighing 55 Ibs each ( 3) FRIG RRUs , weighing 57 . 2 Ibs each ( 3 ) Covp Junction Boxes , weighing 8 . 7 Ibs each (6 ) ADC 1284314 TMAs , weighing approximately 20 Ibs each (6 ) CSS 999002 TMAs , weighing approximately 20 Ibs each ( 1 ) 4 . 5' Yagi antenna , weighing approximately 15 Ibs ( 1 ) Hughey & Phillips Double Obstruction Light , weighing approximately 6 Ibs ( 34) 1 5/8 " coax , weighing 0 . 8 Ib/ft (2) 1 1 /4 " hybrid fiber cables , weighing approximately 1 . 2 Ib/ft ( 1 ) 5/8 " cable , weighing 0 . 15 Ib/ft ( 1 ) 3/4" conduit , weighing . 12 Ib/ft i Client: AT&T 570 Colonial Park ll Ste #307 1 , i rNjo Site Name : Prior Lake Roswell , GA 30075 hl/7 el Site Id : 10081745 + rt � � w x• Nix yn � ur a +z 2)- Wind Load Reference , ASCE- 7- 10 Risk Category : IV table 1 . 5 - 1 pg 2 Velocity pressure KZ := 1 . 38 Exp = C table 27 . 3- 1 pg 261 exposure coefficient : KzOthersl 1 . 23 KzOthers2 = 1 . 13 Topographic factor: Kzt := 1 . 0 sect . 26 . 8 . 2 pg . 254 Wind directionality factor : xd := 0 : 85 table 26 . 6- 1 pg . 250 k Ultimate wind speed : V = 120 mph Figure 26 . 5- 1b pg 248b Antenna height : ( RAD center) : h 153 ft Gust response : G = 0 . 85 section 26 . 9 pg 254 Velocity pressure : qz : = 0 . 00256 • Kz6Kzt • Kd • V2 . 1 • psf qz = 43 . 24 psf ( Eg29 . 3 — 1 ) gzOthl = 0 . 002566 KzOthersl ' Kzt ' Kd • V2 . 1 • psf gzOthl = 38 . 54 • psf gzOth2 0 . 002566 Kzothers2 ' Kzt ' Kd ' V2 . 1 • psf gzOth2 = 35 . 408 psf For Existing AT&T Antennas ( Kathrein 80010764) : Wtantl 45 . 21bf Hantl 55 . 2 in Wantl 11 . 8 in 2 Dantl 6 • in DC Wantl + Dant1 Hantl Hant1 = 4 . 678 Cf : = 1 . 36 = 9 . 2 Cfside 1 . 47 Wantl Dantl Fantl qz ' G • Cf ' Hantl Wantl Fantlside qz ' G • Cfside ' Hant1 ' Dantl Fantl = 226 . 111bf Fantlside = 124 . 271bf For V = 120 mph With . 75 " ice : ice : = . 75in Iice 1 . 25 . 1 h1 35 ice : — ices 2 �— I • Kzt Iice Client : AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 it Site Id : 10081745 r n � eie rrir cz � u € amiss Aantlice (Wantl + 2ice) Hant1 2 Aantlice = 6 . 199 ft s (Wantl + 2ice) C : = IKTKzt & V • ft ANSI /TIA- 222- G Table M C = 189 . 974 > 64 Hantl = 3 . 413 Cfice 0 • 72 Wantl + 2ice 2 5 F qz ' G ' Cfice ' Aantlice 'ance 2 F = 28 . 48 lbf For V = 50 mph 100 ance 2 r For Existing AT&T Antennas ( Kathrein 80010765 ) : Wtant2 56 . 21bf Hant2 75 . 5 in Want2 11 . 8 * in 2 2 Dant2 = 6 • in Dc Want2 + Dant2 Hant2 Hant2 = 6 . 398 Cf : = 1 . 39 = 12 . 583 Cfside -= 1 . 59 Want2 Dant2 Fant2 qz ' G • C f . Hant2 ' Want2 Fant2side qz ' G • Cfside ' Hant2 ' Dant2 Fant2 = 316 . 081bf Fant2side — 183 . 845 lbf For V = 120 mph — r With . 75 " ice : Viceant2 7 ' ice • ( Dc + ice) • Hant2 Viceant2 = 4 . 628 ft3 Weighticeant2 Viceant2 56pcf Weighticeant2 = 259 . 1481bf /antenna Aant2ice (Want2 + 2ice) Hant2 2 Aant2ice = 8 • 479 ft (Want2 + 2ice) C := Kz ' Kzt ' V ' ft C = 189 . 974 > 64 ANSIMX222- G Table M Client : AT&T 570 Colonial Park Roswell , Ste 0075 I Site Name : Prior Lake Roswell , GA 30075 1V7 Site Id : 10081745 jr-Ir, h & fN Y • irr � as �' � u ` t° } For Existing AT&T Antennas ( Kathrein 80010766 ) : Wtant3 := 62 . 71bf Hant3 96tin Want3 11 . 8 in 2 Dant3 6 • in Dc : = FWant3 + Dant3 Hant3 Hant3 = 8 . 136 Cf : = 1 . 44 = 16 Cfside 1 . 70 Want3 Dant3 Fant3 viz G • Cf ' Hant3 ' Want3 Fant3side qz ' G • Cfside ' Hant3 ' Dant3 Fant3 = 416 . 361bf Fant3side = 249 . 9361bf For V = 120 mph With . 75 " ice : Viceant3 qT • ice - ( Dc + ice) Hant3 Viceant3 = 5 . 884 ft3 Weighticeant3 Viceant3 ' 56pcf Weighticeant3 = 329 . 5131bf /antenna Aant3ice (Want3 + 2ice Hant3 2 r. Aant3ice = 10 . 781 ft (Wantl + 2ice) C : = jKTKzt6 V ' ft C = 189 . 974 > 64 ANSI /TIA-222- G Table 2 - 8 Hant3 = 5 . 936 Cfice 0 . 78 Want3 + 21ce 502 Fant3ice : _ qz ' G • Cfice ' Aant3ice ' 1202 Fant3ice = 53 . 661bf For V = 50 mph For Proposed AT&T Antennas ( CCI HPA-65R- BBU - H4 ) : Wtant4 341bf Hant4 48 in Want4 • = 14 . 8 • in Dant4 • = 9 ' in 2 2 Dc -= jWant4 + Dant4 H Hant4 _ I � n Hant4 _ � O� I:z rr — 1 7 i Client: AT&T 570 Colonial Park Dr, Ste 0075 I Site Name : Prior Lake Roswell , GA 30075 le Site Id : 10081745 Viceant4 = 3 . 721 • ft3 Weighticeant4 Viceant4 . 56pcf Weighticeant4 = 208 . 381bf /antenna Aant4ice (Want4 + 2ice) Hant4 2 Aant4ice = 6 . 391 ft (Want4 + 2ice) C := Kz " Kzt V ' ft C — 225 . 216 > 64 ANSI /TIA- 222- G Table M Hant4 = 2 . 504 Cfice 0 . 70 Want4 + 2ice 502 For V = 50 mph Fant4ice qz ' G ' Cfice 2• Aant4ice • Fant4ice = 28 . 55 lbf 120 For Proposed AT&T Antennas ( CCI HPA-65R- BBU - H6 ) : WtantS 50 . 71bf Hant5 = 72 in Want5 14 . 8 in Dant5 94 in 2 2 Dc Want5 + DantS Hant5 Hant5 = 4 . 865 Cf := 1 . 36 = 8 Cfside 1 . 43 Want5 Dant5 No Ice : Fant5 qz ' G • Cf . Hants ' Want5 Fant5side qz " G • Cfside • Hants • Dant5 Fant5 = 369 . 91bf Fant5side = 236 . 521bf For V = 120 mph With . 75 " ice : Viceant5 iT ' ice • ( Dc + ice) Hant5 Viceant5 = 5 . 582 ft3 Weighticeant5 Viceant5 ' 56pcf Weighticeant5 = 312 . 571bf /antenna Aant5ice (Want5 + 2ice) Hants 2 Aant5ice = 9 . 586 ft Client: AT&T 570 Colonial Park ll , Ste 0#307075 ; Site Name : Prior Lake Roswell , GA 3075 ' loci Site Id : 10081745 502 For V = 50 mph Fant5ice : — qz ' G • Cfice ' Aant5ice • 2 FantSice = 44 . 65 lbf 120 For Proposed AT&T Antennas ( CCI HPA-65R= BBU = H8 ) : Wtant6 : — 681bf Hant6 : = 92 . 4 in Want6 = 14 . 8 • in Dant6 = 7 . 4 in 2 2 DC : = Want6 +" Dant 6 Hant6 Hant6 = 6 . 243 Cf : = 1 . 39 = 12 . 486 Cfside : = 1 . 58 Want6 Dant6 No Ice : Fant6 : = qz ' G • Cf ' Hant6 ' Want6 Fant6side : — qz • G • Cfside ' Hant6 ' Dant6 Fant6 = 485 . 181bf Fant6side = 275 . 751 lbf For V = 120 mph With . 75 " ice : Viceant6 = IT ' ice ( Dc + ice) 9 Hant6 Viceant6 = 6 . 879 • ft3 Weighticeant6 : = Viceant6 ' 56pcf Weighticeant2 = 259 . 1481bf /antenna Aant6ice : _ (Want6 + 2i. ce) Hant6 2 Aant6ice = 12 . 302 ft (Want6 + 2ice) C : = Kz ' Kzt ' V ' lr lr ft C — 225 . 216 > 64 ANSIMA- 222-G Table M Hant6 = 4 . 82 Cfice : = 0 . 75 Want6 + 2ice 5 0 2 For V = 50 mph Fant6ice : = qz ' G • Cfice ' Aant6ice ' 2 Fant6ice = 58 . 87 lbf 120 For Existing AT&T TT19 -08BP111 TMAs : WtTMA1 : = 161bf HTMAl = 9 . 9 in Wmm7\ i . = 6 . 7 • in Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 0 v Nz; cild Site 1d : 10081745 c„. r, ie � N K• w � � ht� � � ° f5 With . 75 " ice : ViceTMA1 = �N ice ( Dc + ice) HTMA1 ViceTMAl = 0 . 425 ft3 WeighticeTMA1 ViceTMAl ' 56pcf WeighticeTMA1 = 23 . 7751bf /TMA ATMAice2 (WTMA1 + 2ice) HTMA1 z 2 ATMAice2 = 0 . 761 ft (WTMA1 + 2ice) C : = Kz ' Kzt ' V ' ft C — 130 . 063 > 64 ANSIMX222- G Table M HTMA1 = 0 . 894 Cfice 0 . 70 WTMA1 + 21ce 2 50 FTMAicel qz ' G • Cfice ' ATMAice2 ' 2 FTMAicel = 3 . 4 lbf For V = 50 mph ( 120 For Proposed AT&T AWS RRH : WtAWS : = 47 . 61bf HAWS = 254 in WAWS = 15 • in 2 2 DAWS 9 • in Dc WAWS + DAWS HAWS HAWS = 1 . 667 Cf : = 1931 = 2 . 778 Cfside 1 . 33 WAWS DAWS No Ice : 0 . 2in FAWS qz ' G • Cf HAWS ' WAWS • FAWSside qz ' G ' Cfside ' HAWS ' DAWS FAWS = 1 . 67 lbf WAWS FAWSside = 76 . 3821bf For V = 120 mph With . 75 " ice : ViceAWS iT ice * ( Dc + ice) * HAWS WeighticeAWS ViceAWS ' 56pcf ViceAWS = 1 . 955 • ft3 AAWSice [(WAWS ) + 2ice] • HAWS WeighticeAWS = 109 . 484lbf / RRH (WAWS + 2ice) 2 k Client : AT&T 570 Colonial Park Roswell , Ste 0075 '� Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 VuV71p eIu 4-tpirNIt� 5S 5 <11usior. s a For Existing AT&T 700 RRH : Wt700 : = 401bf F H700 28 . 8 in W700 — 12 . 6 • in �- 2 D700 = 5 . 7 in Dc W700 + D7002 H700 H700 = 2 . 286 C f : — 1 . 32 = 5 . 053 Cfside = 1 . 37 - W700 D700 F700 qz ' G • Cf ' H700 ' W700 F700side qz ' G • Cfside ' H700 ' D700 F700 = 122 . 261bf F700side = 57 . 4041bf For V = 120 mph ti With . 75 " ice : Vice700 7� • ice * ( DC + ice) • H700 Vice700 = 1 . 833 • ft3 Weightice700 = Vice700 ' 56pcf Weightice700 = 102 . 6451bf/RRH A700ice -_ (W700 + 2ice) • H700 A700ice = 3 . 394 ft2 (W700 + 2ice) C : = Kz ' Kzt ' V • ft C — 199 . 372 > 64 ANSIMX222- G Table M H700 = 1 . 697 Cfice 0 . 70 W700 + 2ice 502 F700ice qz ' G • Cfice ' A700ice ' 2 F700ice = 15 . 161bf For V = 50 Mph 120 For Existing/Proposed AT&T DC648 = 60 =18 - 8F : WtDC6 : = 32 . 81bf HDC6 24 in DDc6 11 • in DDc6 Fqzf > 2 . 5 ft 6 . 028 HDC6 = 2 . 182 Cf — 0 . 73 �— DDC6 Client: AT&T 570 Colonial Park Roswell , Ste 0075 V Site Name : Prior Lake Roswell , GA 30075 li=kjo Site Id : 10081745 1 umr) I rIN x:• ir " IO& 95 5 * 1unollv8 ViceDC6 = 1 . 527 ft 3 Wei ht 85 . 5371bf /DC6 WeighticeDC6 = ViceDC6 ' 56pcf g iceDC6 = ADC6ice ( DDC6 + 2ice) HDC6 2 ADC6ice = 2 . 562 ft � DDc6 + 2ice) C : = Kz ' Kzt ' V • ft C — 180 . 576 > 64 ANSI /TW222- G Table M HDC6 = 1 . 561 Cfice 0 . 70 DDC6 + 21ce 502 FDC6ice qz ' G • Cfice ' ADC6ice ' 2 FDC6ice = 11 . 4 4 lbf For V = 50 mph 120 For Existing 8 ' Panel Antenna ( T- Mobile ) : Wtant7 : = 50 . 31bf Hant7 = 96 * in Want ? • = 11 . 9 in r; Dant7 = 7 . 1 in Hant7 Hant7 = 8 . 067 Cf : = 1 . 44 = 13 . 521 Cf side 1 . 62 Want7 Dant7 Fant7 gzOth1 ' G • Cf ' Hant7 ' Want7 Fant7side gzOth1 ' G • Cfside ' Hant7 ' Dant7 Fant3 = 416 . 361bf Fant3side = 249 . 9361bf For V - 120 mph For Existing 6 ' Panel Antenna ( Sprint) : Wtant8 50 . 31bf Hant8 = 72 . 7s in Want8 = 11 . 90 in Dant8 = 7 . 1 • in Hant8 Hant8 = 6 . 109 Cf : = 1 . 39 = 10 . 239 Cfside 1 . 51 Want8 Dant8 Fant8 gzOthl ' G ' Cf Hant8 ' Want8 Fant8side gzOthl ' G ' Cfside ' Hant8 ' Dant8 t Fant8 = 273 . 581bf Fant8side = 177 . 318 lbf For V - 120 mph For Existing Andrew TMBXX- 6517 =A2M ( T= Mobile ) : Wtant9 40 . 81bf rr 0 A 1 4 Client: AT&T 570 Colonial Park Dr. Ste #307 sF!doc i Site Name : Prior Lake Roswell , GA 30075t 7e Site Id : 10081745 <, r � s � eire � s8 �ziug :Y Fant9 = 321 . 43lbf Fant9side = 198 . 981 lbf For V = 120 mph For Existing 7 . 5 ' Panel Antenna ( By Others ) : Wtantio 501bf Hant10 = 90 • in Want10 12 • in Dant10 = 7 • lain Hant10 Hant10 = 7 . 5 Cf := 1 . 42 = 12 . 676 Cf side = 1 . 59 Want10 Dant10 Fant10 gzOth2 ' G ' Cf ' Hant10 ' Want10 FantlOside gzOth24G • Cfside ' Hant1o ' Dant10 Fant10 = 320 . 53lbf FantlOside = 212 . 351 lbf For V = 120 mph For Existing 7 . 5' Panel Antenna ( By Others ) : Wtantil := 501bf Hantll 9 0 • i n Wantil •= 12 • in Dantll 4 • in Hantll Hant11 = 7 . 5 Cf : - 1 . 42 = 22 . 5 Cf side = 1 . 92 Wantil Dantll Fant11 = gzOth2 ' G ' Cf ' Hant11 ' Want11 Fantllside : = gzOth2 ' G ' Cfside ' Hant11 ' Dant11 Fant11 = 320 . 531bf Fantllside = 144 . 464 1bf For V = 120 mph For Existing 4' Panel Antenna ( By Others ) : Wtant12 301bf Hant12 = 48 • in Want12 8 • in Dant12 6 • in Hant12 Hant12 = 6 Cf := 1 . 38 = 8 Cfside 1 . 43 Want12 Dant12 Fant12 = gzOth2 ' G ' Cf ' Hant12 ' Want12 Fantl2side : = gzOth2 ' G ' Cfside ' Hant12 ' Dant12 Fant12 = 110 . 76lbf Fantl2side = 86 . 077lbf For V = 120 mph For Existing 12 ' omni ( By Others ) : Wtomnil : = 251bf Homnil 12 • ft Domnil 3 • in Domnil gz Client : AT&T 570 Colonial Park Dr. Ste #307 10 Site Name : Prior Lake Roswell , GA 30075 V I � Site Id : 10081745 For Existing 8 ' omni ( By Others ) : Wtomni2 : = 201bf Homni2 7 . 9 ft Domni2 = 3 • in Domni2 Fq1 . 644 ft Homni2 = 31 . 6 Cf : = 1 . 2 Domni2 Fomni2 qz • G • Cf ' Domni2 • Homni2 = 87 • 111bf For V = 120 mph For Hughey & Phillips 3 "X4 . 5 " Light : WtL : = 61bf HL : = 4 . 5 • in DL = 3 • in DL Fqzf < 2 . 5 ft 1 . 644 HL — = 1 . 5 Cf := 0 . 71 DL r FL qz • G • Cf • DL ' HL FL = 2 . 451bf For V = 120 mph For Existing AT &T 2 " STD pipe antenna mount : Wtpl : = 3 . 66p1f Without Ice : Hpl : = 8 • ft Dpl : = 2 . 38 • in DPI Fqzf1 . 304 ft Hp1 = 1 . 2 40 . 336 Cf : = Dpl Fpl : = qz ' G • Cf • Dpl = 8 . 748 • plf For V = 120 mph With . 75 " ice : Vicepl 7T • ice ( Dpl + ice) 1 Vicepl = 0 . 218 — ft 3 Weighticepl = Vicepl • 56pcf ft i i Client: AT&T 570 Colonial Park Roswell , Ste 0075 I Site Name : Prior Lake Roswell , GA 30075 le Site Id : 10081745 ( Dp1 + 2ice) C : = j7KZte V ' C — 79 . 314 > 64f t ANSIMA- 222- G Table 2 - 8 k Hpl = 14 . 219 Cf ice 0 . 96 Dp1 + 2ice 502 Fplice -_ �Iz " G " Cf ice ' Aplice • 1202 Fplice = 3 . 45 plf For V = 50 mph For Existing AT&T 2 " STD pipe antenna mount : wtp2 : = 3 . 66plf Without Ice : Hp2 : = 11 • ft Dp2 : = 2 . 38 • in Dp2 Fqzf 1 . 304 ft Hp2 = 55 . 462 Cf : = 1 . 2 Dp2 f Fp2 : = qZ • G • Cf Dp2 = 8 . 748 • plf For V = 120 mph With . 75 " ice : Vicep2 ' _ w ice * ( Dp2 + ice) 1 3 Vicep2 = 0 . 218 ft ft Weighticep2 = Vicep2 ' 56pcf Weighticep2 = 12 . 193 • plf Ap2ice ( Dp2 + 2ice) Ap2ice = 0 . 563 ft ( Dp2 + 2ice) ' C : = Rz ' Kzt V ' ft C — 79 . 314 > 64 ANSIMA-222 - G Table 2- 8 Hp2 = 19 . 551 Cf ice 1 . 08 Dp2 + 2ice 2 ( 50 ^ 1 Fp2ice �Iz ' G ' Cfice ' Ap2ice ' I I - Q 0 R . „ 1 F For V = 5 () mnh i Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 nrit � eiN x' irrl � Ys � ! ei rs For L2" x2 "x1 /4" Kicker: Wtangl : = 3 . 19pif Without Ice : Hangi = 60 * in Dangl : = 2in _ 2 2 Wangi := 2in Dc : = FWangl + Dangl Hangl = 30 Cf : = 2 . 0 Dangl Fangl qz ' G • Cf ' Dang1 Fang1 = 12 . 252 • plf For V = 120 mph With . 75 " ice : Viceangl ff ' ice * ( Dc + ice) 1 Viceangl = 0 . 239 — ft3 Weighticeangl Viceangl 56pcf ft Weighticeangl = 13 . 3914plf Aanglice : _ (Wangl + 2ice) Aanglice = 0 . 531 ft (Wang1 + 2ice) C : = IKTKzt4 V ' ft c = 74 . 85 > 64 ANSI /TIA-222- G Table M Hangl = 9 . 417 Cfice 0 . 85 Wangl + 2ice 2 50 Fanglice gz ' G ' Cfice ' Aanglice ' 1202 Fanglice = 2 . 88 • plf For V = 50 mph For Existing 2 " STD Pipe Mount ( ther carrier on corral ) : Wtpipe3 3 . 66pif Without Ice : Hpipe3 : = 8 • f t Dpipe3 2 . 38 • in Dpipe3 qz = 1 . 304 Client: AT&T 570 Colonial Park Roswell , Ste 0075 I Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 n r, ieiw x' wie > t} i � ' For Existing 2 " STD Pipe Mount ( Sprint) : Wtpipe4 3 . 66plf Hpipe4 = Haft Dpipe4 = 2 . 3 8 • in Dpipe4 Fqzf1 . 304 ft Hpipe4 = 40 . 336 Cf := 1 . 2 Dpipe4 Fpipe4 gzOthl G • Cf ' Dpipe4 = 7 . 797 ' plf For V = 120 mph For Existing 2 " STD Pipe Mount ( Other carrier on corral ) : H 9 . 8 ft Wtpipe5 3 . 66plf pipe5 Dpipe5 2 . 38 in Dpipe5 Fqz1 . 304 ft Hpipe5 — 490 412 C f := 1 . 2 Dpipe5 Fpipe5 -= qz ' G • Cf • Dpipe5 = 8 . 748 plf For V = 120 mph For Existing 2 " STD Pipe Mount ( T- Mobile ) : Wtpipe7 : = 3 . 66plf Hpipe7 •= 7 • f t Dpipe7 2 . 38 • in Dpipe7 Fqzf1 . 304 ft r Hpipe7 C f : = 1 . 2 — 35 . 294 Dpipe7 Fpipe7 gzOthl ' G • Cf4 Dpipe7 = 7 . 797 • plf For V = 120 mph For Existing 2 " STD Pipe Mount ( Other carrier on tank stem ) : H — 8 . 5 ft Wtpipe9 3 . 66plf pipe9 Dpipe9 2 . 38 * in Dpipe9 Fqzf1 . 304 ft Client: AT&T 570 Colonial Park Roswell , Ste 0075 Site Name : Prior Lake Roswell , GA 30075 EN /4=110cile Site Id : 10081745 nra, ryiie � � k3 you' Q sY For 1 . 25" STD pipe corral vertical : H 3 . 42 ft Wtpipel0 2 . 27plf pipel0 Dpipel0 1 . 66 • in Dpipel0 Fqz0 . 91 ft ps H i e10 f ; — p p = 24 . 723 C — 1 . 2 Dpipel0 Fpipel0 qz ' G ' Cf ' Dpipel0 = 6 . 101 • plf For V = 120 mph For 1 . 25 " STD pipe corral rail : Wtpipell 2 . 27plf Hpipell 6 . 28 ft Dpipell 1 . 66 • in DpipellFq0 . 91 ft ps Hpipell C f : = 1 . 2 = 45 . 398 Dpipell Fpipell qz ' G • C f • Dpipell = 6 . 101 • plf For V = 120 mph For PL 1 /4"X4" corral Toe Plate Wtpla := 3 . plf Hplal = 6 . 28 • ft Wplal 4 • in Dplal = 0 . 25 • in 2 2 Dc Wplal + Dplal Hplal = 18 . 84 Cf : = 2 . 0 Wpla1 Fplal qz G • Cf ' Wplal = 24 . 504 plf For V = 120 mph For Existing 4 . 5 ' Yagi ( By Others ) : Wtyagi : = 2 . 67p1f Hyagi : = 4 . 5 • ft Dyagi = 2 in Dyagi Fqzf1 . 096 ft Client : AT&T 570 Colonial Park Dr. Ste #307 Site Name : Prior Lake Roswell , GA 30075 10 Site Id : 10081745 0 , v � ai z • W � � x � � � frs For Existing Yagi Elements ( By Others ) : Wtyagi2 : = 0 . 51bf Hyagi2 0 . 5 ft Dyagi2 = 0 . 5 in Dyagi2 Fqzf0 . 274 ft Hyagi2 = 12 C f :_ . 91 Dyagi2 Kzothers3 For V = 120 mph Fyagi2 qz ' G ' Cf ' Dyagi2 ' Hyagi2 ' = 0 . 535 lbf Kz Client: AT&T 570 Colonial Park Dr. Ste #307 \/nijo I Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 r, rrr5 � ere x• iriess y0iu iur= s C ) - ANALYSIS The existing mount was modeled with RISA 3D , a product of RISA Technologies . N2 r s %J6 ' J5 N1 See the attached RISA output for member data , loads and forces . r Client: AT&T 570 Colonial Park Dr. Ste #307 ` Site Name : Prior Lake Roswell , GA 30075 l � Site Id : 10081745 cnr. ralelN sir Mess 5czlutif rsg D ) = WATER TANK STRUCTURAL ANALYSIS 1)- Wind Load Reference , ASCE- 7- 10 Risk Category : Iv Table 1 . 5- 1 pg 2 Velocity pressure Kz := 11 . 32 Exp ': = c Table 27 . 3- 1 pg 261 exposure coefficient : Topographic factor: Kzt := 1 . 0 Figure 26 . 8 . 2 pg 254 Wind directionality factor : Kd := 85 Table 26 . 6- 1 pg 250 ( i Ultimate Wind speed : v := 120 mph Figure 26 . 5- 1 b pg 248b : Tank Center : h := 123 . 5 ft Gust response factor : G :_ -0 . 85 section 26 . 9 pg 254 Velocity pressure : qztank 0 . 00256 • Kz • Kzt • Kd • v2 . 1 • psf gztank = 41 . 36 • psf ( Eg29 . 3 - 1 ) Calculate Existing Wind Forces on Water Tank For Tank : Htank 54 . 5ft Dtank 73 . 75ft Dtank FLz:ta:n:k: 474 . 307 ftsf Htank = 0 . 739 Cf : = 0 . 5 Dtank Cd : = 0 . 6 Wind drag Coefficiient Table 2 AWWA D100- 96 Vwindvelocity : — 100 mph Tankwindload 600001bf Per Previous Analysis by HEI 2 ( Vwindvelocity 100 Pw : = 30 • Cd psf = 18 psf 1 2 Areatank P Tankwindload = 3333 . 3 • ft w : Client: AT&T 570 Colonial Park Roswell , Ste 0075 � Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 For Shaft : Hshaft 96 . 5ft Dshaft 52 . 75ft Dshaft gztank = 339 . 25 ft; psf Hshaft = 1 . 829 Cf : = 0 . 71 KzS := 1 . 02 Dshaft Kzs Fshaft gztank ' G ' Cf ' Hshaft ' Dshaft ' Fshaft = 129 . 605 • kip Kzt Ftotal Ftank + Fshaft Ftotal = 188 . 2 • kip AT &T Appurtenance additional loads : . 2in Fappl 1 Fant6 + 2 ' Fant3 + FAWS ' + FDC6 + 3 • Fp1 • ( 8ft - 6ft ) = 1 . 42 • kip WAWS Fappg : = 18 • Fangl ' 5ft + 3 • Fp2 • ( lift — 8ft ) + 36 Fpl • ( 8ft — 4ft ) = 1 . 2866 kip Fapp3 : = 42Fantis ( COS ( 100deg ) ) 2 + Fant4 ' ( COS ( 100deg ) ) 2] = 0 . 021 • kip Fappg : = 1 f2Fantlside ' ( sin ( 100deg ) ) 2 + Fant4side * ( sin ( 100deg ) ) 2] = 0 . 388a kip FappS : = 42Fant2o ( COS ( 140deg ) ) 2 + Fant5 ' ( COS ( 140deg ) ) 2] = 0 . 588 * kip F = f2Fant2side ' ( sin ( 140deg2 side ' ( sin ( 140deg ) 2] = 0 . 25 • kipapp + FantS Fapp7 : = 42FTMAI- 0 ( COS ( 100deg ) ) 2 + FAWS • ( COS ( 100deg ) ) 2] = 0 . 00139 • kip Fappg : = 42FTMAsideid ( sin ( 140deg ) ) 2 + FAWSside ' ( sin ( 140deg ) ) 2] = 0 . 046 • kip Fappg : = 1 • [1F700 • ( Cos ( 140deg ) ) 2 + F700side ' ( sin ( 140deg ) ) 2] = 0 . 095 • kip Other carrier additional loads : Fapp10 Fomnil + 2Fomni2 + FL + 3Fpipe3 . 8ft + 6 • Fpipel0 ' 3 . 42ft = 0 . 6444 kip Fappll Fpipe5 ' 9 . 8ft + 5Fpipe4 ' 8ft + 2a Fpipe7 . 7ft + 34 Fpipe9 ' 8 . 5ft = 0 . 6896 kip Fapp12 = Fyagi ' 4 . 5ft + 24Fyagi2 + 2 ( 2Fpipe11 ' 12ft) + 2 ( 1Fplal ' 12ft) = 0 . 919 kip Client : AT&T 570 Colonial Park Roswell , Ste 0075 1 Site Name : Prior Lake Roswell , GA 30075 �v{ Site Id : 10081745 c, a : r, ieiN W � g �� i � gr1 Total Wind Loads : Faddl + Fadd2 = 4 . 28 • o Ftotal Additional wind load on the existing and proposed appurtenances is less than 10 % of the total wind loads on the water tank . Check if seismic controls . Fwind = Ftotal 0 . 6 = 112 . 92 kip E Client: AT&T 570 Colonial Park Roswell , Ste 0075 E NO.. loc �� Site Name : Prior Lake Roswell , GA 30075 Site Id : 10081745 Ur,+ r. rerrNr � y3 � r �= ram s 2)- Seismic Load Risk Category : Iv table 1 . 5- 1 pg 2 Importance Factor : IE 1 . 5o table 1 . 5 - 1 pg 5 Spectral Parameters : Ss := 0 . 061 Figure 22 - 1 S1 := 0 . 028 Figure 22- 2 Table 11 . 4- 1 Fa : = 1 . 6 For assumed site class D Fv : = 2 . 4 Table 11 . 4- 2 i SMS : — Fa . SS Eqn . 11 . 4- 1 SMS — 0 . 098 SMl : = Fv ' S1 Eqn . 11 . 4-2 SM1 = 0 . 067 2 SDS = 3 ' SMS Eqn . 11 . 4- 3 SDS = 0 . 065 2 SD1 — SM1 Eqn . 11 . 4-4 3 SD1 = 0 . 045 R := 3 Table 15 . 4- 2 Period Determination : ct = • 02 Table 12 . 8- 2 x :_ . 75 Table 12 . 8- 2 hn := 148 ft x Ta Ct ' hn Eqn . 12 . 8- 7 — 1 Ta = 0 . 849 s Seismic Response Coefficient : SDS CS := CS = 0 . 033 Eqn . 12 . 8-2 (TR E Client: AT&T 570 Colonial Park ll , Ste 0#307075 I Site Name : Prior Lake Roswell , GA 3075 Site Id : 10081745 rs << ni � W rwi � hay s . Total weight : lbf W : = 62 . 4 Volume 3 ft Base shear : V : = Csmin • We 0 . 7 V = 175 . 175 • kip Seismic load is 175 , 175 kips which is greater than the total wind load of 112 . 92 kips . Thus , seismic loads control the structure . Existing Dead Loads , which are proportional to the seismic loads , shall be compared to the additional appurtenance dead loads . W = 8341 . 667 • kip Total Additional weight : Wtapprl 2 • Wtantl + 2 • Wtant2 + 2 • Wtant3 + 14 Wtant4 +" Wtant5 + Wtant6 = 0 . 4816 kip Wtappr2 : = 6WtTMA1 + 3WtAWS + 3 • Wt700 + WtDC6 = 0 . 392 kip Wtappr3 3Wtant7 + 34 Wtant8 + 94 Wtant9 + 66 Wtantl0 + 3 • Wtantll = 1 . 119 • kip Wtappr4 6 • Wtant12 +" Wtomnil + 24 Wto. i2 + WtL + Wtyagi • 4 . 5ft + 24 • Wtyagi2 = 0 . 275 • kip Wtappr5 6Wtpl • 8ft + 34 Wtp2 . lift + 18 • Wtangl • 5ft + 9 • Wtpipe3 . 8ft = 0 . 847 kip Wtappr6 Wtpipe5 . 9 . 8ft + 12 • Wtpipe7 . 7ft + 15 • Wtpipe9 • 8 . 5ft = 0 . 81 kip Wtappr7 6 • Wtpipel0 . 3 . 42ft + 2 • (Wtpipell • IT • 12ft) + Wtpla • 7r • 12ft = 0 . 331 • kip Wtappr8 : = ( 3 . 681bf ) + ( 3 . 59 a 41bf ) + ( 6 . 551bf ) + ( 3 . 57 . 21bf ) = 0 . 884 • kip Wtappr9 : = ( 12 . 8 . 71bf ) + ( 12 . 201bf ) = 0 . 344 • kip Wtapprl0 := ( 3 . 3 . 66plf621ft ) + ( 3 . 3 . 66plf410ft ) + ( 2 . 3 . 66plf 24ft ) = 0 . 516 • kip Wtcoaxi 12 ( 0 . 8plf • 150ft ) + 22 ( 0 . 8plf • 90ft ) = 3 . 024 • kip Wtcoax2 12 ( 0 . 8plf 70ft ) + 3 • ( 0 . 33plf • 160ft ) = 830 . 4lbf Wtfibercable = ( 0 . 091plf 150ft ) = 0 . 014 kip WtDCcable 2 ( 0 . 62plf • 150ft ) = 0 . 186 • kip Wthybridcables 2 • ( 1 . 2plf • 90ft ) = 2161bf Wthybriflexcables 3 • ( 1 . 78plf • 90ft ) = 480 . 61bf Wtcable 0 . 12plf • 150ft + 0 . 15plf • 160ft = 42lbf Wtconduit 0 . 12plf 160ft = 19 . 2 lbf Wtaddl Wtapprl + Wtappr2 + Wtappr3 + Wtappr4 + Wtappr5 + Wtappr6 = 3 . 924 kip Wtadd2 Wtappr7 + Wtappr8 + Wtappr9 + Wtappr10 = 2 . 075 • kip 3 Wt . . . . 1 + WtrO , n f) + Wtf ; h r ahl A + Wtnr � ahi P + Wthvhr ; Hrahi PS = 4 . 27 x 10 lbf N2 - . 034 - . 048 9 - . 04 - . 034 6 5 N2 - . 002k -/6m 011 k/ft 5 5 gL� S Y"x E 2 - . 138k - , 076k t - . 057k 11 k/ft 6 -. 138k 5 N2 - . 13 z - A 09 r -. 103 . 013k/ - . 13 6 5 N2 -. 08� x -. 00015k - . 003k/ft 6 - . 029k 5 -. 029k - . 015k - . 015k 03k/ft 6 - . 029k 5 t x Company : . Velocitel Inc. Apr 28 , 2015 Designer Nebiyou Setegn 11 : 11 AM Job Number 10081745 Tripod Mount Checked By : NT Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation ? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall ? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh inA2 144 Merge Tolerance in A2 P-Delta Analysis Tolerance 0 . 50 % Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls ? Yes Maximum Iteration Number for Wall Stiffnes ' Gravity Acceleration fUsecA2 3202 Wall Mesh Size (in ) 12 Ei ensolution Convergence Tol . 1 . E - . 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360- 10 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code AISI S100AO LRFD Wood Code AF & PA NDSA2 : ASD Wood Temperature < 100F Concrete Code ACI 318- 11 Masonry Code ACI 530- 11 : ASD Aluminum Code AA ADM1A0 : ASD - Buildin Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor ( PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam . Spacing ? No Concrete Rebar 'Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 18 Company Velocitel Inc. Apr 28 , 2015 Designer Nebiyou Setegn 11 : 11 AM Job Number 10081745 Tripod Mount Checked By: NT Global Continued Seismic Code ASCE 7- 10 Seismic Base Elevation ft Not Entered Add Base Weight? Yes Ct Z . 02 Ct X . 02 T Z sec Not Entered T X sec Not Entered RZ 3 RX 3 Ct Exp. Z l75 Ct Exp. X . 75 SD1 1 SIDS 1 Si 1 TL sec 5 Risk Cat I or II Seismic Detailin Code ASCE 7-05 Om Z 1 Om X 1 x Rho Z 1 Rho X 1 Hot Rolled Steel Properties Label E Iksil G fksil Nu Therm \1 E . . .Densit k/ft. . . Yieldfksil Ry Fulksil Rt { 1 A36 Gr. 36 29000 11154 . 3 . 65 . 49 36 1 . 5 58 1 . 2 2 A572 Gr. 50 29000 11154 . 3 65 .49 50 1 . 1 65 11 3 A992 29000 11154 . 3 . 65 . 49 50 1 . 1 65 1 . 1 4 A500 Gr. 42 29000 11154 . 3 - . 65 . 49 42 1 . 4 58 13 5 A500 Gr. 46 29000 11154 . 3 . 65 A9 1 46 1 1 . 4 58 1 . 3 r_ 6 A53 29000 11154 . 3 . 65 A9 35 1 .5 58 12 Hot Rolled Steel Design Parameters Label Sha a Lengthfftl Lbvvfffl Lbzz ft Lcom WPM] Lcom bot ft L-tor . . . Kyy Kzz Cb Function 1 M1 PIPE 2 . 0 11 Lateral 2 M2 L2x2x4 5 Lateral 3 M3 L2x2x4 5 Lateral Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k*s^2/ft k*s . . . No Data to Print . . . Company Velocitel Inc. Apr 28 , 2015 Designer Nebiyou Setegn 11 : 11 AM Job Number 10081745 Tripod Mount Checked By: NT Member Point Loads (BLC 2 : ) (Continued) Member Label Direction Ma nitude k k-ft Location ft 3 M 1 Z -4002 7 Member Point Loads (BLC 3 : ) Member Label Direction Magnituderk, k-ftl Location ft 1 M1 X - 0138 10 2 M1 X =. 138 2 . 3 3 M1 X -. 076 7 4 M 1 X -. 057 4 Member Point Loads (BLC 4 : ) Member Label Direction Ma nitude k k-ft Location ft 1 M1 Y -413 10 2 M 1 Y -. 13 2 . 3 3 M1 Y -. 109 7 4 M1 Y ' -. 103 4 Member Point Loads (BLC 5 : ) Member Label Direction Ma nitude k k-ft Location ft % 1 M 1 Z - 4029 10 2' M 1 Z -. 029 2 . 3 3 M 1 Z -. 00015 7 Member Point Loads (BLC 6 : ) Member Label Direction Ma nitude k k4t Location ft 1 M1 X -. 029 10 2 M1 X -. 029 2 . 3 3 M 1 X -. 015 7 4 M 1 X -. 015 4 Member Distributed Loads (BLC 2 : ) Member Label Direction Start Ma nitude k/ft F End Maanitudefk/ft, Fl Start Location ft % End Location ft 1 M 1 H - 4009 - . 009 0 2 . 3 2 M3 H - 012 -0012 0 0 3 M2 H - 0012 - 4012 0 0 4i M1 Z - 009 -. 009 10 11 h Member Distributed Loads (BLC 3 : ) Member Label Direction Start Ma nitude k/ft F End Maanitude [k/ft, Fl Start Location ft % End Location[ftOl 1 M2 L - . 012 - . 012 0 0 2 M3 L - 012 -. 012 0 0 3 M 1 L - . 009 - . 009 0 0 Company Velocitel Inc. Apr 28 , 2015 Designer : Nebiyou Setegn 11 : 11 AM Job Number 10081745 Tripod Mount Checked By: NT Member Distributed Loads (BLC 5 : (Continued) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft % 4 M 1 H - 004 -. 004 10 11 Member Distributed Loads (BLC 6 : ) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location [ft, %l End Location ft 1 M2 L -4003 -4003 0 0 2 M3 L - 003 -. 003 0 0 3 M 1 L -4004 -. 004 1 0 0 Load Combinations Description Sol . . . PDelta SR. . . BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 . 2D +W Yesj Y 1 1 . 2 2 1 Y - 1 . 2 2 1 . 2D+Ws IYesi Y I 1 1 1 . 2 3 1 Y -1 . 2 3 1 . 2D + Di +Wi lYesl Y I 1 1 1 . 2 1 4 1 1 1 5 1 1 1 Y 1 - 1 . 2 4 12D+ Di+Wsi IYesl Y I I 1 1 1 . 2 1 4 1 1 1 6 1 1 1 Y < 1 - 1 . 2 Envelope Member Section Forces Member Sec Axial k LC Shear k LC z Shear k LC Tor ue k-ft LC - Momen . . . LC z-z Momen . . . LC 1 M 1 1 max . 924 4 . 298 2 0 4 1 003 2 0 1 0 1 2 min - 1 . 105 1 1 ' 0 1 - 323 1 ' 0 3 0 1 0 1 3 2 max . 708 4 . 459 2 0 4 . 003 2 0 4 0 1 4 min ` A 158 1 0 1 -. 586 1 0 3 -1 ♦ 031 1 -. 913 2 5 3 max . 426 4 0 1 . 258 1 0 1 0 4 0 1 6' min . 121 2 -.266 2 0 ' 4 0 1 -1 ` 167 1 -. 887 2 7 4 max . 215 4 0 1 . 257 1 0 1 1 0 4 0 1 8' min . 052 2 ' ' -. 166 2 0 4 0 1 -.459 1 -, 285 2 9 5 Imax , 0 1 0 1 . 005 1 1 0 1 0 1 0 1 10 min 0 1 -. 004 2 0 4 0 1 0 1 0 1 i 11 M2 1 max . 884 1 . 021 2 . 009 1 0 3 0 1 0 1 12 min -. 97 2 . 004 3 - . 032 4 -. 002 2 0 1 0 1 13 2 max . 895 1 . 011 2 . 004 1 0 3 . 018 1 -. 006 1 14 min -. 972 2 . 002 3 -. 016 4 -. 002 2 - 018 4 -`. 027 2 15 3 max . 905 1 0 2 0 1 0 3 . 024 1 -. 009 1 16 min . 975 2 0 3 0 ' 2 -. 002 2 - 024 4 -. 037 2 17 4 max 915 1 - . 002 3 . 016 4 0 3 . 018 1 -. 007 1 18 min . 977 2 -. 01 2 -. 004 1` -. 002 2 -♦017 4 -. 028 2 19 5 max 925 1 - . 004 3 . 032 4 0 3 . 001 2 0 3 20 " min -498 2 -. 02 2 -. 009 1' -. 002 2 1 0 3 -. 001 2 21 1 M3 1 ImaxI . 955 2 . 009 1 . 018 1 . 002 1 0 1 0 1 22 min 092 3 -4025 4 -. 021 2 -. 002 2 0 1 0 1 23 2 max . 965 2 . 004 1 . 009 1 . 002 1 018 1 . 019 3 24 min Al 3 -4013 4 - . 011 2 -. 002 2 - 02 4 -. 019 2 4 n 4 nnn 4 n7n 4 n7a 0 _ Conterminous 48 States 2003 NEHRP Seismic Design Provisions f Latitude = 44 . 7463889 Longitude = -93 . 4080556 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 . 0 , Fv = 1 . 0 Data are based on a 0 . 05 deg grid spacing Period Sa (sec) (g ) 0 . 2 0 . 061 ( Ss , Site Class B ) 1 . 0 0 . 028 (S1 , Site Class B ) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 44 . 7463889 Longitude = - 93 . 4080556 ` f Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1 . 6 , Fv = 2 . 4 Period Sa (sec) (g ) 0 . 2 0 . 097 (SMs , Site Class D ) 1 . 0 0 . 066 ( SM1 , Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 44 . 7463889 Longitude = - 93 . 4080556 Design Spectral Response Accelerations SDs and SD1 SDs = 2 /3 x SMs an (i SD1 = 9 /3 x SM1 f. SECTION 09 97 15 COATING SYSTEMS FOR TELECOMMUNICATION EQUIPMENT PART GENERAL 1 .01 SUMMARY A. Section includes painting and painting repair work associated with the installation of antennas , coaxial cables , and other common components with direct attachment to water tank facilities . 1 .02 REFERENCES A . Society for Protective Coatings ( SSPC ) : www . sspc. org 1 . Volume 1 : Good Painting Practice 2 . Volume 2 : Systems and Specifications 1 . 03 SUBMITTALS A. Product Data : Submit data sheet for each coating system . PART2 PRODUCTS 101 MATERIALS A. Manufacturers : 1 . Sherwin Williams Company www . sherwin -williams . com 2 . Tnemec Company www . tnemec . com 3 . X-kM Products www. ximbonder. com PART 3 EXECUTION 101 EXAMINATION A. Visually evaluate surface preparation by comparison with pictorial standards of SSPC-VIS- 1 -89 . 102 PREPARATION A. Remove all surface contaminants in accordance with SSPC -SP1 Solvent Cleaning . 1 . Do not use hydrocarbon solvents on surfaces to be coated with water- based coatings . B . Clean and remove all rust, slag , weld splatter, weld scabs , mill scale , and loose paint. Co Protect areas adjacent to welding & or grinding operations to prevent damage of surrounding intact paint system . D . Ferrous Metal : SSPC-SP6 Commercial Blast Cleaning E . Galvanized Steel : SSPC-SP7 Brush Off Blast B . Surfaces to be coated shall be clean , dry , and free of airborne dust and contaminants at the time of application and while film is forming . C . Finish coat shall be uniform in color and sheen without streaks , laps , runs , sags or missed areas . D . Shop Painting : Tape-off (2 -inch minimum ) surfaces that will be in the Heat-Affected-Zone during field welding . E . Component Painting : 1 , Interior Exposed Ferrous Metal and Galvanized Steel : a . Product: Sherwin Williams Macropoxy 646 or Tnemec Series 161 1 ) Number of Coats : 2 2 ) Dry Film Thickness : 4 . 0-6 . 0 mils ( per coat) 3 ) Color: By Owner 2 , Exterior Exposed Ferrous Metal and Galvanized Steel : a . Primer: Sherwin Williams Macropoxy 646 or Tnemec Series 161 or N69 1 ) Number of Coats : 1 2 ) Dry Film Thickness: 4 . 0-6 . 0 mils 3 ) Color: By Owner b . Finish : Sherwin Williams Acrolon 218 or Tnemec Series 10740/ 10750 1 ) Number of Coats : 1 2 ) Dry Film Thickness : 2 . 0-3 . 0 mils 3) Color: By Owner 3 . Antenna Covers : a . Primer: Sherwin Williams Pro-Cryl Primer 1 ) Number of Coats : 1 2 ) Dry Film Thickness : 2 . 0-4 . 0 mils b . Finish : Sherwin Williams Sher-Cryl HPA 1 ) Number of Coats : 1 2 ) Dry Film Thickness : 2 . 5-4 . 0 mils 3) Color: By Owner 4 . Coaxial Cable a . Primer: X- I - M 1138 1 ) Number of Coats : 1 2 ) Dry Film Thickness : 2 . 0-3 . 0 mils b . Finish : Sherwin Williams Sher-Cryl HPA 1 ) Number of Coats : 1 2 ) Dry Film Thickness : 2 . 5-4 . 0 mils 3 ) Color: By Owner 3 . 04 REPAIR OF AREAS DAMAGED BY WELDING A. Prepare the damage by one of the two following methods as directed by the Engineer. 1 . Abrasive- blast to SSPC-SP6 . 2 . Mechanically clean to SSPC -SP11 . B . Feather edges to provide smooth coating transition . C . Apply prime coat to bare metal surface . D . Mask off rectangular area around prime coat. OF PRIOR LAKE NG 1 LAN REVIEW N3C7di - - at & Antenna Syste SUBMITTED MOBILITY �AICCEPTE SU ■ 13 ACCEPTED WITH CORRECTIONS AS NOTED 0 NOT ACCEPTED-CORRECT & RESUBMIT :_ rol ec �. . wofor � . Am � " bo �ra ajp � u, #M . . & � �. . ° °, 1= � � � s. AT &T MOBILITY • LTE 2 N D CARRIER ADD � Ti#S PLAN 8ET ON 81TE AT AM T�8 r „�A � 1/paLr SITE NUMBER : MNL03028 ANTENNAS & ADD RRH ' S � � - # 10081745 • SWAP LTE Sdev 46 �� SITE NAME : PRIOR LAKE FA • IMPROVE QUALITY OF SERVICE �- T . OWNER : CITY OF PRIOR LAKE TANK REV DATE DIRECTIONS : SCOPE OF WORK : THE REMOVAL OF (3) EXISTING LTE ANTENNAS . THE SHEET DRAWING INDEX R START OUT GOING EAST ON MARKET P61NTE DR TOWARD JOHNSON AVE S . TURN LEFT INSTALLATION OF (3) LTE ANTENNAS , ( 3 ) RRH ' s & ( 1 ) DC ONTO JOHNSON AVE S . TAKE THE 1ST RIGHT ONTO MINNESOTA DR , TURN RIGHT ONTO CABLE ON EXISTING WATER TANK . MNILLFFLN5 IN T1 TITLE SHEET T 10A 2 08/04/ 15 FRANCE TOWARD US - 1690UNTY 5/ US -F169 N ? MERGEEONTO ONTO US 169 S/ VA THE AMKP ON I THE LEFT . C1 GENERAL NOTES 2 08/04/ 15 MERGE ONTO COUNTY HWY - 2 COUNTY ROAD 21 , TURN LEFT ONTO COUNTY ROAD C1 . 1 PAINTING SPECIFICATIONS 2 08/04/ 15 18/COUNTY HWY- 18 . CONT UE TO FOLLOW COUNTY HWY- 18 . TURN LEFT ONTO 140TH SITE ADDRESS : 5580 C LAKE , MOD STREET C2 SITE PLAN 2 08/04/ 15 ST NE/COUNTY HWY- 42 , , PRIOR LAKE , MN 55372 C2 . 1 EQUIPMENT LAYOUT PLAN 2 08/04/ 15 OWNER : CITY OF PRIOR LAKE 2 08/;04/ 15 VICINITY MAP 16200 EAGLE CREEK AVENUE SE C2 . 2 COAX ROUTING DETAILS PRIOR LAKE , MN 55372 C3 ELEVATION VIEW & RF DETAILS 2 08/ 04/ 15 C3 . 1 ANTENNA & CABLE CONFIGURATION 2 08/04/ 15 APPLICANT: AT&T MOBILITY 2 OS/04/ 15 ;t 4300 MARKET POINTE DRIVE C3 . 2 PLUMBING DIAGRAM # , � ' III ts�51 .r , . ,� y BLOOMINGTON , MN 55435 C4 ANTENNA DETAILS 2 08/ 04/ 15 I ' : = 1;, C4 . 1 MOUNTING DETAILS 2 08/ 04/ 15 - W g LATITUDE NAD 83) : 44 . 74639' . IN IL E1 GROUNDING & RF NOTES 2 08/04/ 15 d' SITE LONGITUDE ( NAD 83 ) : - 93 . 40806 2 08/04/ 15 LOCATION l E2 GROUNDING DETAILS `7 TELECOMMUNICATIONS FACILITY E3 GROUNDING & ELECTRICAL DETAILS 2 08/04/ 15 { ; � IN IN FILL. ' CURRENT USE : ' `_ . ,forte IL .IN PROPOSED USE : TELECOMMUNICATIONS FACILITY REVIEWED BY: SI = r� ev , I1sr: DATE I. INJic - - - _ L = „ �4oth st 42 JURISDICTION : CITY OF PRIOR LAKE at&t OPERATIONS { - - - nz = . v 1 � ' SCOTT DATE Iti � cW-!v.�dS1Ne } t COUNTY : 1� 1 ;I;xl7rr ' � ``-�� - ti . ATION PARTICIPANTS VELOCITEL Z G�'� Nf I �( � � wrroystN SITE QUALIFIC NUMBE };I 5 j� - 1} NAME COMP NY —g APPROVED BY: ` ' - '+ r'� NE _ N' i(7 shkxo _ 7 . - `�a°$ = � MARK 2AGAME VELOCITEL (770) 645 - 5900 Oaks RarA rt; �c. ��°` , ' A/ E 1 HEREBY CERTIFY THAT THIS PLAN, 248 709 - 7229 SPECIFICATION , OR REPORT WAS OWNER DATE Pare �C,itlLaAr>� orN� , SAC TONY DIDONATO VELOCITEL ( ) PREPARED BY ME OR UNDER MY $ 3D 68$ - 1629 lI ,I , DIRECT SUPERVISION AND THAT I { 1 �hYwoailVoNR fl CM ED LASKOWSKI VELOCITEL ( ) AM A DULY LICENSED DATE � � III IN - 952 656 - 9383 PROFESSIONAL ENGINEER UNDER JURISDICTION „awilRdNs - PM ANTHONY SANTI AT&T ( ) THE LAWS OF THE STATE OF 952 656 - 9324 MINNESOTA, PM PETER MCENERY AT&T ( ) REGISTRATION NO, 41034 NOT TO SCALE _ C 2 08/04/ 15 REVISED PER COMMENTS YS III DATE . - - SITE. NO • MNL03028 1 07/08/15 REVISED PER COMMENTS YS MZ TITLE SHEET QTY YS MZ - ® 1701 AMERICAN BLVD EAST ` PRIOR LAKE 0 04/23/15 ISSUED FOR CONSTRUCTION - NAME WILLIAM PAN at &t B 04/01 /15 ISSUED FOR REVIEW RV I,Iz give loCi SUITE #16 _ JJJ a 4300 MARKET POINTE DRIVE RV Mz BLOOMINGTON , MN 55425 � BLOOMINGTON , MN 55435 FA# 100817A5 A 04/Ot / 15 ISSUED FOR RENE54 FA >� DRAWING NUMBER RE �!� ( �J4r•. L ^� ' 952-944- 1858 (MAIN) ` MOBILITY 5580 CEDARWOOD STREET REVISIONS BY CHK PP' SIGNATURE `�_�� NO DATE 10081745 Ty 2 IT IS A VIOLATION OF LAW FOR ANY PERSON UNL "THEY ARE ACTING complete w l re l e s s S O I U t l 0 fl S 952-944-1506 (FAX) PRIOR LAKE , MN 55372 SCALE: DESIGNED: CHECKED: MZ UNDER THE DIRECTIOYOF A LICENSED PROFESSION LENOINEERTO ALTER -- THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO YTHEENGINFFA IN WRITING,SE, DISCLAIMS LIABILITY ALTERATN ORMODI 1 ATIONOF THE CO�'«I TE REUSE, O YIS HERE[ STRUCTURAL STEEL NOTES : GENERAL NOTES : 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE GENERAL NOTES : THE FOLLOWING DEFINITIONS SHALL APPLY: PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, OTHERWISE NOTED, CONTRACTOR — CONTRACTOR 1 , THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) REQUIRE POTABLE WATER OR SEWER SERVICE AND IS NOT FOR OWNER — at&t WIRELESS 2, ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES A ND HUMAN HABITAT, (NO HANDICAP ACCESS IS REQUIRED) . WELDING SHALL CONFORM TO AISC AND HE MINIM WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 2 , OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION , 2 , ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION PAINTED APPROXIMATELY 2 TIMES PER MONTH, BY at&t TECHNICIANS , SPECIFICATIONS . SURFACES SHALL BE TOUCHED UP, 3, NO NOISE, SMOKE, DUST, ODOR OR VIBRATIONS WILL RESULT FROM 3 , DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 3 , BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) THIS PROPOSAL, CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS 4 , ALL MATERIALS FURNISHED AND INSTALLED DLORDNANCESE SUBCONTRACTOR IN STRICT SHALLISSUE ALL NOTED OTHERWISE, 4, OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT APPLICABLE CODES, REGULATIONS, ORDINANCES, RULES, REGULATIONS, A ND PROPOSED, APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 4, NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DIA, ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5 , ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE at&t SYSTEM GROUNDING 5, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5, INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE STANDARD DATED DUNE 2011 TECHNICAL SPECIFICATION FOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE CONSTRUCTION OF GSM/GPRS WIRELESS SITES) "TECHNICAL EQUIPMENT ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER' S SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON DRAWINGS, NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING THE DRAWINGS SHALL GOVERN , THE DRAWINGS, APPROVAL WHEN DRILLING HOLES IN CONCRETE SPECIAL RfOR INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PE 6. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY 7 . THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS, DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. MANUFACTURER 'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6 , ALL METAL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH 7, SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL Be IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SPECIFICATION ASTM A123 , ALL SHOP WELDED MEMBERS SHALL BE PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION, SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE GALVANIZED AFTER WELDING, CONTRACTOR AND SITE OWNER. , 8 . SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE 9 . THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES , ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S SITE ON A DAILY BASIS . 9. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE EXPENSE TO THE SATISFACTION OF OWNER , VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER , SUBCONTRACTOR SHALL NOTIFY at&t OF ANY DISCREPANCIES PRIOR 10 , THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION , CONSTRUCTION , 10 , NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, 11 , ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED WILL MEET FAA STANDARDS AND REQUIREMENTS . IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER IRECTED BY NEERSm EXTREME K, SHALL BE RELOCATED S D 11 , ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL at&t EXECUTION OF SHOULD BE USED EBY THE SUBCONTRACTOR WHENAEXCAVATING OR DRILILING PIERS AROUND OR CAUTION WIRELESS SERVICES SITES IN ACCORDANCE WITH SPECIFICATION at&t NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CC) . SYSTEM GROUNDING DATED JUNE 20119 THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, 8) CONFINED SPACE, 121 NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND ELECTRICAL SAFETY & D) TRENCHING & EXCAVATION , PARKING TO BE USED , 12 . ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK , SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR 13 . NO LANDSCAPING IS PROPOSED AT THIS SITE, OTHERWISE DISCONTINUED Al POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE 14, TYPICAL MINIMUM BEND RADII OWNER AND/OR LOCAL UTILITIES. COAX DIAMETER AND REl4 COMMSCOPE 13 , THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE 1 /2" SUPERFLEX 1 .25° 1 ,25" TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO 1 /2 5 2„ PREVENT EROSION. 7 8 10 5 14. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE t0 EXISTING SITE DURING CONSTRUCTION . " " 1 8, EROSION CONTROL MEASURES , IF REQUIRED DURING CO 1 /4" t 5 NSTRUCTION, SHALL BE IN CONFORMANCE " 1 20 15" WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROLS 5/8" 15 , NO FILL O EMBANKMENT MATERIALSRSNOW OR ICE SHALL NOTBEL PLACED�IN ANY FILL ROOR EMBANKMENT.FROZEN 15. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S 166 THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO INSTRUCTIONS , FINISHED SURFACE APPLICATION , 17 , THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT, 18 , IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, 19 , THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH OSHA REGULATIONS , 1 HEREBY CERTIFY THAT THIS PLAN , 20, SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION, SPECIFICATION , OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION N(06 4103'( 2 08/04/15 REVISED PER COMMENTS EByFA DATE / �` + SITE N0 . MNL�03028 1 07/08/ 15 REVISED PER COMMENTS G4aNE�� L NOTES ':i \ 0 04/23/15 ISSUED FOR CONSTRUCTION / Y `'ll1701 AMERICAN BLVD EAST �� PRIOR LAKE 8 04/06/ 15 ISSUED FOR REVIEW NAME WILLIAM PANEK = � SUITE #16 4300 MARKET POINTE DRIVE A 04/01 /15 FA# 10081745 ISSUED FOR REVIEWDRAWING NU\ ' BLOOMINGTON , MN 55425 BLOOMINGTON , MN 55435 V MOBI �-ITY 5560 CEDARWOOD STREET O DATE REVISIONS10081745 Ci SIGNATURE 952-944-1858 (MAIN) 952-944 1506 (FAX) PRIOR LAKE, MN 55372 DESIGNED: CHECKED: MZ IT IS A YIOLATION OF LAZY FOR ANY PERSON UNL ' THEY ARE ACTING C O m p l e t e wireless S O I U t l 0 n S SGAIE: UNDER THE DIRECHONOF A LICENSED PROFESSIONA ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO B THEENGINEER IN 1YRIR REUSE ALTERATiORORAI DI CATION LIABILITY OFTHE oTUtINH pE NIHE COATING SYSTEMS FOR TELECOMMUNICATION E UIPMENT: E. COMPONENT PAINTING: PART 1 GENERAL 1 . INTERIOR EXPOSED FERROUS METAL AND GALVANIZED STEEL: A, PRODUCT: SHERWIN WILLIAMS MACROPDXY 646 OR TNEMEC SERIES 161 1 , 01 SUMMARY A. SECTION INCLUDES PAINTING AND PAINTING REPAIR WORK ASSOCIATED WITH THE 1 ) NUMBER OF COATS: 2 INSTALLATION OF ANTENNAS, COAXIAL CABLES, AND OTHER COMMON COMPONENTS 1 ) DRY FILM THICKNESS: 4,0-6 .0 MILS (PER COAT) WITH DIRECT ATTACHMENT TO WATER TANK FACILITIES. COLOR' BY OWNER 2. EXTERIOR EXPOSED FERROUS METAL AND GALVANIZED STEEL: 1 .02 REFERENCES AMS MACROPDXY 646 OR TNEMEC SERIES 161 OR N69 A. SOCIETY FOR PROTECTIVE COATINGS (SSPC) : A, PRIMER: SHERWIN WILLI WWW,SSPC.ORG 1 ) NUMBER OF COATS: 1 1 , VOLUME 1 : GOOD PAINTING PRACTICE 2) DRY FILM THICKNESS: 4.0-6 .0 MILS 2, VOLUME 2; SYSTEMS AND SPECIFICATIONS 3) COLOR: BY OWNER 1 ,03 SUBMITTALS B. FINISH: SHERWIN WILLIAMS ACROLON 218 OR TNEMEC SERIES 10740/ 10750 A, PRODUCT DATA: SUBMIT DATA SHEET FOR EACH COATING SYSTEM. 1 ) NUMBER OF COATS: 1 PART 2 PRODUCTS 2) DRY FILM THICKNESS: 2,O-3 .0 MILS 3) COLOR; BY OWNER 2,01 MATERIALS 3. ANTENNA COVERS: A. MANUFACTURERS: A, PRIMER: SHERWIN WILLIAMS PRO-CRYL PRIMER 1 , SHERWIN WILLIAMS COMPANY WWW.SHERWIN -WILLIAMS ,COM 1 ) NUMBER OF COATS : 1 2. TNEMEC COMPANY WWW.TNEMEC ,COM -4.0 MILS 3. X-i-M PRODUCTS WWW.XIMBONDER.COM 2) DRY FILM THICKNESS: 2.0 PART 3 EXECUTION B. FINISH: SHERWIN WILLIAMS SHER-CRYL HPA 3.01 EXAMINATION 1 ) NUMBER OF COATS: 1 4.0 MILS 2) DRY FILM THICKNESS; 2,5- A. VISUALLY EVALUATE SURFACE PREPARATION BY COMPARISON WITH PICTORIAL 3) COLOR: BY OWNER STANDARDS OF SSPC-VIS- 1 -89 . 4, COAXIAL CABLE 3.02 PREPARATION A, REMOVE ALL SURFACE CONTAMINANTS IN ACCORDANCE WITH SSPC-SP1 SOLVENT A. PRIMER: X-i- M 1138 CLEANING . 1 ) NUMBER OF COATS: 1 1 WATER B USE ASED HYDROCARBON SOLVENTS ON SURFACES TO BE COATED WITH 2) DRY FILM THICKNESS: 260 3 .0 MILS 4 DO B. FINISH: SHERWIN WILLIAMS SHER- CRYL HPA B , CLEAN AND REMOVE ALL RUST, SLAG, WELD SPLATTER, WELD SCABS, MILL SCALE, 1 ) NUMBER OF COATS' 1 AND LOOSE PAINT, 2) DRY FILM THICKNESS: 2 ,5-4.0 MILS C. PROTECT AREAS ADJACENT TO WELDING & OR GRINDING OPERATIONS TO PREVENT 3) COLOR; BY OWNER DAMAGE OF SURROUNDING INTACT PAINT SYSTEM. 3 ,04 REPAIR Of AREAS DAMAGED BY WELDING D, FERROUS METAL: SSPC- SP6 COMMERCIAL BLAST CLEANING SSPC-SP7 BRUSH Off BLAST A. PREPARE THE DAMAGE BY ONE OF THE TWO FOLLOWING METHODS AS DIRECTED B E, GALVANIZED STEELTHE ENGINEER , F, ANTENNA COVERS, COAXIAL CABLE, NON- METALLIC SUBSTRATES AND PREVIOUSLY 1 , ABRASIVE-BLAST TO SSPC-SP6 . PAINTED SURFACES: SCARIFY TO DEGLOSS. SPC-SP1 WITH A NON- HYDROCARBON 2, MECHANICALLY CLEAN TO SSPC-SP11 . SOLVENT. G. SURFACE PROFILE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PRODUCT B. FEATHER EDGES TO PROVIDE SMOOTH COATING TRANSITION , RECOMMENDATION. C. APPLY PRIME COAT TO BARE METAL SURFACE. H. RE-BLAST ALL SURFACES: D . MASK OFF RECTANGULAR AREA AROUND PRIME CO AT 1 . WHERE RUSTING HAS RECURRED, 2. THAT DO NOT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS . E, APPLY FINISH GOAT. 3 .03 APPLICATION 3 .05 QUALITY CONTROL . A. MEASURE CDR W IILMSSPC KPA2S WITH A MAGNETIC FILM THICKNESS GAGE IN A, COATINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S PRINTED DRY INSTRUCTIONS , SAGS, DRY SPRAY, OVERSPRAY, EMBEDDED B. SURFACES TO BE COATED SHALL BE CLEAN, DRY, AND FREE OF AIRBORNE DUST B , VISUALLY INSPECT DRIED FILM FOR FUNS, I HEREBY CERTIFY THAT THIS PLAN , AND CONTAMINANTS AT THE TIME OF APPLICATION AND WHILE FILM IS FORMING, PARTICLES AND MISSED AREAS. SPECIFICATION , OR REPORT WAS C, REPAIR DEFECTIVE OR DAMAGED AREAS IN ACCORDANCE WITH ARTICLES 3.02 A PREPARED BY ME OR UNDER MY C. FINISH COAT SHALL BE UNIFORM IN COLOR AND SHEEN WITHOUT STREAKS, LAPS, 3,03. DIRECT SUPERVISION AND THAT I RUNS, SAGS OR MISSED AREAS . AM A DULY LICENSED SURFACES THAT WILL BE IN THE PROFESSIONAL ENGINEER UNDER D. SHOP PAINTING: TAPE-OFF (2-INCH MINIMUM) THE LAWS OF THE STATE OF HE DURING FIELD WELDING, MINNESOTA. REVISED PER COAIMENTS YS MZ PAINTING 2 08/04/15 YS nIZ T/'1C e � REGISTRATION N0. 41034 1 07/08/15 REVISED PER COnIMENTS SITE No . MNL.03028 0 04/23/15 ISSUED FOR CONSTRUCTION YS nl2 S ECIFICATIONS DATE ' PRIOR LAKE ISSUED FOR REVIEW AC nrz — ® 1701 AMERICAN BLVD EAST 8 04/01/ 15 Ry MZ — _ � SUITE #16 ' , '� '� 4300 MARKET POINTE DRIVE FA# 10081745 q 04/01 /15 ISSUED FOR RENEW FA # DRAWING NUMBER NAME WILLIAM PANEK - h1� I BLOOMINGTON , MN 55435 RENSIONs 8Y cHK P' C111 ` ' 1111 BLOOMINC�TON , MN 55425 MOBILITY 5580 CEDARWOOD STREET y0 DATE 10oet745 v 952-944-1858 (MAIN) PRIOR LAKE, MN 55372 DESIGNED: CHECKED: MZ SIGNATURE 952-944-1506 (FAX) scALE: IT IS A VIOLATION of LAW FOR ANY PERSON V THEY ARE ACTING complete wireless solutions ALTEr. UNDER THE DIRECTION E�pLIC�TEY AGREED T ED PROFESSI AEYTILE &Va EER IN R THIS pOCU.l1EY1'. UNLESSSMIATED WITH TM 7VRITINO, THE ENGINEER DISCLAIs ATILL L OF AS_ REUSE. ALTERATION OR A10DIFtCAT10.�' OF THE CONTENTS HEREIN. NOTES . THIS SITE HAS NO EXISTING WATER/SEWER LINES OR ON SITE SEWAGE FACILITIES LIMITS OF DISTURBANCE FOR THIS PROJECT ARE = 0 EXISTING WOODS BUILDING COVERAGE CALCULATIONS: NO CHANGE IMPERVIOUS COVERAGE CALCULATIONS: NO CHANGE PROPOSED STRUCTURAL ADDITIONS: NONE EXISTING EQUIPMENT SHELTER (OTHER CARRIER , TYP .) CALLED NORTH SYMBOLS AND MATERIALS DETAIL REFERENCE EXISTING 148 - 0 WATER : - '__>- - - - SH i /��r-`-s = - TANK . (SEE SHEET C3 FOR DETAILS) SECTIONS AND DETAILS � 1 � CONCRETE ,lam � EXISTING AT&T EQUIPMENT SHELTER (SEE SHEET C2A EARTH I FOR DETAILS) GRAVEL/STONE EXISTING GRASS FIELD C C ill EXISTING UNDERGROUND PVC SITE LEGEND CONDUIT. UTILIZE TO CARRY PROPOSED DC CABLE% PROPERTY LINE \ FENCE LINE EXISTING GRASS FIELD \ ' PP PDU POWER CABLE SITE PLAN 1 gT BIAS "T" CABLE SCALE: 1 =20 i HEREBY CERTIFY THAT THIS PLAN , 0 20 PA PDU ALARM CABLE SPECIFICATION , OR REPORT WAS 20 PREPARED BY ME OR UNDER MY 111 , 201 DIRECT SUPERVISION AND THAT 1 ___- - AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF _ MINNESOTA. YS Mz ^ 2 OB/04/ 15 REVISED PER COMMENTS REVISED PER COMMENTS YS Mz iT PLAN p0 /� p / REGISTRATION N0. 4103_4-- -- 1 07/08/15 Ys Mz - V` r �+� yl � SITE NO . MNL,,03028 0 04/23/ 15 ISSUED FOR CONSTRUCTION DATE � PRIOR LAKE ISSUED FOR RENEW AC MZ ® 1701 AMERICAN BLVD EAST Q B o4/06/15 RV Mz a SUITE #16 �'r (X1 4300 MARKET POINTE DRIVE FA# 10081745 A 04/01 / 15 ISSUED FOR RENEW FA # DRAWING NUMBER NAME WILLIAM PANEK BLOOMWCaTON , MN 55435 REVISIONS BY cHK PP' C2 � 1 BLOOMINGTON , (M IN) MOBILITY 5580 CEDARWOOD STREET Np DATE 10081745 952-944 1858 (MAIN) PRIOR LAKE, MN 55372 DESIGNED: CHECKED: MZ SIGNATURE 952-944-1506 (FAX) SCALE: IT IS A VIOLATION OF LAW FOR ANY PERSON UN THEY ARE ACTING complete wireless solutions U\TpHEi ifiEE DIRECTIION OF E\!P ICI71-YA REEDT @@LY 'RIE E,INTE RITo NA WRITI*1 THEENGINEER DISCLAI\1S ALL LIARIUTY A1.00I ATED WITH THE REUSE. ALTERATION 0R NIOD1fIGTlON OF THE COX(ENFS HREK NOTE: EXISTING EQUIPMENT LAYOUT — BASED ON INFORMATION FROM PREVIOUS PROJECTS. COYOCTOR TO VERIFY AND ORIENTATION PRIORI G .AUT TO CONSTRUCTION 26' -0" BATTERY INSTALL (3) BREAKERS HVAC BATTERY IN EXISTING POWER PLANT RACK RACK DC t UMTS POWER CABINET PROPOSED ( 1 ) 48V DC POWER MGB PLANT CABLE FROM EXISTING LTE 1 EQUIPMENT (RAYCAP) TO EXISTING O F , EXISTING DIPLEXER CABLE ENTRY. FOLLOW EXISTING O O i i RACK ` CALLED NOR CABLE ROUTE THROUGH EXISTING ` UNDERGROUND PVC CONDUIT AND eo O - p ` It UP WATER TANK INTERIOR TO I O h - - _u EXISTING SURGE PROTECTOR o O MOUNTED ON WATER TANK O CORRALs I it O L - -I 11 }tvY jF �I w EXISTING UNDERGROUND PVC FIF HVAC N CONDUIT. UTILIZE TO CARRY GSM GSM RACK PROPOSED DC CABLE. CABINET CABINET DESK SYMBOLS AND MATERIALS W z INSTALL ( 1 ) BCEM CARD < FIBER BOARD IN EXISTING RACK e DETAIL REFERENCE v TELCO BOARD SECTIONS AND DETAILS 1 CONCRETE i �----- -- EARTH GRAVEL/STONE SITE LEGEND ® PROPERTY LINE O 3 EouiPMENT DEAN 3 FENCE LINE 1 „ = 3 , SCALE: 1 =3 PP PDU POWER CABLE gT BIAS "T" CABLE I HEREBY CERTIFY THAT THIS PLAN, pA PDU ALARM CABLE SPECIFICATION , OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, Ys Mz A � 2 O8/04/t5 REVISED PER COMMENTS _ �� PM�L REGISTRATION NO. 41034--- REVISED PER COMMENTS YS MZ _ ' �+ ` SITE NO . MNL03028 t o7/oa/t5 YS MZ 04/23/15 ISSUED FOR CONSTRUCTION _ LA J, �® ' IT PLAN DATE / / 5 PRIOR LAKE ISSUED FOR REVIEW AC MZ - Esfy V 6 ® 1701 AMERICAN BLVD EAST � � 8 0 +/01/ t5 RV Mz - • SUITE # 16 4300 MARKET POINTE DRIVE FA# 10081745 A 04/ot /15 ISSUED FOR REVIEW FA # DRAVlING NUMBER NAME WILLIAM PANEK _ I I BLOOMINGTON , MN 55435 RenslONs 8Y CHK P' BLOOMINGTON , MN 55425 MOBILITY 5580 CEDARWOOD STREET NO DATE 10081745 C2. 1 }S}� 952-944-1858 (MAIN) PRIOR LAKE, MN 55372 DESIGNED: CHECKED: MZ SIGNATURE 952-944-1506 (FAX) scALE: FVr'%#R1-nX0, "E IS AVIOLA710YOFLA}v FOR AHY PERSOSUA ' THEY ARE AC(ISocomplete wireless solutionsDERPROFFSSIOV LELvOEEKOi�'EtiRItiHIS DOCU\IE, U;`'LESS EXPLICITLY AGREEDTO ENGINEER DISCLAIIU' ALL LIABILITY AiIXIATED VtI7H THE REUSE, ALTEAATIO\ OA "InDIFiCATION OF THE COYIE�'iS HEREIN. ( 1 ) PROPOSED AND (1 ) EXISTING DC POWER BUNDLE & EXISTING 48" DIA. ( 1 ) EXISTING FIBER BUNDLE o DRYWELL TUBE FOR PROPOSED LTE ANTENNA EQUIPMENT, SUPPORT W/ IN USE SNAP —IN HANGERS ON EXISTING COAX HANGERS 0 VACANT 0 0 0 o 0 0 IN USE IN USE LADDER VACANT EXISTING COAX BRACKET IN USE WELDED TO OVERFLOW PIPE / IN USE — NEW DC TRUNK 1 VACANT TO BE ROUTED THROUGH 0 0 0 AVAILABLE SPACE IN THIS PORT 0 0 o (2) EXISTING 7/8" COAX FOR (8) EXISTING 1 5/8" DIA CABLE PORTS d d ( 12) EXISTING AT&T . MUNICIPAL ANTENNAS TIED TO DOUBLE—STACKED COAX ON EXISTING BRAKETS EXISTING SNAP —IN BRACKETS DRY TUBE COAX ROUTING 3 SCALE: NTS (1 ) PROPOSED DC TRUNK, EXISTING FLOOR EXISTING RUN UP EXISTING VERTICAL LADDER PENETRATION HATCH USE STACKABLE SNAP - IN HANGERS EXISTING TANK WALL O° 00 OO° O° 0 O° O° O° O° O° O° O o0 EXISTING VERTICAL COAX LADDER TANK HATCH DETAIL ( 12) EXISTING 1 5/B" COAX SCALE: NTS ( 1 ) EXISTING DC TRUNK ( 1 ) EXISTING FIBER CABLE , RUN UP EXISTING LADDER TO CATWALK AND OVER TO DRY TUBE I HEREBY CERTIFY THAT THIS PLAN, TANK INTERIOR COAX ROUTING 2 SPECIFICATION , OR REPORT WAS SCALE: NTS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, Ys MZ r T 2 09/04/15 REVISED PER COMMENTS - ® ROUTING REGISTRATION N0. 4103`I' REVISED PER COMMENTS YS MZ / SITE NO . MNL03028 i 04/23/15 Ys Mz _ ■ / 0 04/23/15 ISSUED FOR CONSTRUCTION ®ETe ' ■ DATE ` PRIOR LAKE ISSUED FOR REVIEW AC MZ _ DETAIL ® 1701 AMERICAN BLVD EAST , t A e oa/as/1s Rv MZ - -- • SUITE #16 Oct430o MARKET POINTE DRIVE pA# 10081745 A 04/01 / 15 ISSUED FOR REVEYI DRAVANG NUMBER NAME WILLIAM PANEK BLOOMINGTON , MN 55435 aY cHK P' FA L ` / BLOOMINGTON , MN 55425 MOSILI 5580 CEDARWOOD STREET No DATE REwsloNs 100a1745 02'2 v 952-944-1858 (MAIN) PRIOR LAKE , MN 55372 DESIGNED: CHECKED: MZ SIGNATURE l e s s s 01 u t l o n s 952-944-1506 (FAX) SCALE: I'f IS AVIOLATION OF LAW FOR ANY PERSON Utz ESSLNMI ARETOALT complete wire U�T(HIS DOOECU�EEC IUI.'LESS E:CPLICITLY AOR EDTORYTHEENDI NE ER WRITING THE ENGINEER DISC ALTERATiOv OA \tooiiPICATIO�AOFLTHECOa ENIS HEREIN.�E ( 3) EXISTING GSM 850/ 1900 ANTENNAS ( 1 ) PER SECTOR , (3) SECTORS TOTAL (3) PROPOSED LTE 700/AWS ANT(3) SECTORS NAS ) PER TOTAL SECTOR, (3) EXISTING UMTS 850/ 190a" (3) PROPOSED AWS RRH'S MOUNTED BEHIND ANTENNAS ( 1 ) PER SECTOR , LTE ANTENNAS, ( 1 ) PER SECTOR, (3) (3) SECTORS TOTAL SECTORS TOTAL (COORDINATE MOUNTING WITH (3) EXISTING 700 RRHs , ( 1 ) PER SITE CM) SECTOR , (3) SECTORS TOTAL BEHIND LTE ANTENNAS (3) EXISTING 700 RRHS , ( 1 ) PER (TO REMAIN) SECTOR, (3) SECTORS TOTAL BEHIND LTE ANTENNAS (6) EXISTING TWIN TMAs , (2) PER (6) EXISTING TWIN TMAs , (2) PER SECTOR, (3) SECTORS TOTAL (3) PROPOSED LTE SECTOR , (3) SECTORS TOTAL (3) EXISTING LTE 700 BEHIND GSM/UMTS ANTENNAS 700/AWS ANTENNAS ( 1 ) AKE BEHIND GSM /UMTS ANTENNAS ANTENNAS ( 1 ) PER SECTOR , �• PER SECTOR, (3) L PRIOR �� i F(TO REMAIN) (3) SECTORS TOTAL IN SECTORS TOTAL �0 , POSITION 1 (To BE REMOVED SECTOR GAMMA 06 (COORDINATE MOUNTING <T & REPLACED) WITH SITE CM) SECTOR GAMMA ITS G3 G2 ciP� J G2 M CSC G 1 Al 110. to II EXISTING G1 <TF Al 1 /0 HATCH z -H EXISTING � TF ro HATCH EXISTING CORRAL ~z p EXISTING CORRAL WATER A2 G Ip • —\w TANK SM(E) A2 1 . 1 uj WATER cs�° TANK SECTOR ALPHA U) SECTOR ALPHA A3 770. F-- 0 83 p uIT 4fj cidz A3 S x 7101 twit w B3 V�1j o � EXISTING ANTENNAS S B2 PROPOSED COAX a �t SUPPORT FROM HATCH 0 (OTHER CARRIER , TYP .) ( 1 ) EXISTING DC6 SURGE B TO RAILING a ryv � w Bi PROTECTOR (TO REMAIN) o Z C% � SECTOR BETA �� ( 1 ) EXISTING DC6 SURGE N N PROTECTOR i SECTOR BETA (3) EXISTING GSM 850/ 1900 ANTENNAS , ( 1 ) PER SECTOR , (3) (3) EXISTING GSM 850/ 1900 SECTORS TOTAL ANTENNAS (3) SECTORS TOTAL (TO REMAIN) (3) EXISTING UMTS 850/ 1900 �\\/\ ANTENNAS, ( 1 ) PER SECTOR , (3) \// (3) EXISTING UMTS SECTOR , SECTORS TOTAL ANTENNAS , ( 1 ) PER SECTOR , (3) SECTORS TOTAL (TO REMAIN) A STRUCTURAL ANALYSIS OF THIS N + CONTRACTOR TO REFER TO FINAL RF CONFIGURATION PRIOR TO CONSTRUCTION. WATER TANK/MOUNTS WAS PERFORMED BY VELOCITEL, INC. CONTRACTOR SHALL N I HEREBY CERTIFY THAT THIS PLAN , REFER TO LATEST STRUCTURAL ANALYSIS SPECIFICATION , OR REPORT WAS AND COORDINATE APPROXIMATE PREPARED BY ME OR UNDER MY ANTENNA AND ASSOCIATED EQUIPMENT TRUE DIRECT SUPERVISION AND THAT I MOUNTING WITH THE SITE CONSTRUCTION APPROXIMATE NORTH AM A DULY LICENSED MANAGER AND THE TANK OWNER , TRUE PROFESSIONAL ENGINEER UNDER NORTH PROPOSED ANTENNA FRAME DE TAIL THE LAWS OF THE STATE OF MINNESOTA. PROPOSED TANK 1 EXISTING ANTENNA FRAME DETAIL 2 Mz — 2 08/04/15 REVSED PER COMMENTS Ys �� /1 �/ ® A� VIE� REGISTRATION NO. 4103 4 _ ELEVATION Ys MZ /� a C V SITE NO . MNL03028 1 07/08/ 15 REVISED PER C064A{ENiS �� ®�� ISSUED FOR CONSTRUCTION YS MZ DATE R R4/2s/15 AG Mz — ` � PRIOR LAKE g R4/Ofi/15 ISSUED FOR REVIEW 1701 AMERICAN BLVD EAST �� .{. 4300 MARKET POINTE DRIVE RV Mz WILLIAM PANEK _ '� SUITE #16 ( FA# 10081745 A 04/Oi /t5 ISSUER FOR REVIEV{ FA DRAWING NUMBER NAME I BLOOMINGTON , MN 55435 REVISIONS eY CHK P' Mi. BLOOMINGTON , MN 55425 / MOBILITY 5580 CEDARWOOD STREET NO DATE toDBt745 952-944-1858 (MAIN) PRIOR LAKE, MN 55372 DESIGNED: CHECKED: MZ SCALE: SIGNATURE 952-944A506 (FAX) IT IS A VIOLATION OF LAW FOR ANY PERSON �T THE�ER complete wire less oiutlons NDERT TO ALTER TER UNE DIRECTION OF ALICENSED PROFESSION L THISDOCUAIENT. UNLESS EXPLICPFLY AOREEDTO THEE�OU'EER IN IVRIREIN AL USET ALTERATION OR LA FCATIO.,'AOf THECOO�`ISHEREI1N�E PROPOSED ANTENNA FRCO CONFIGUFIG RATION oA �ND20CABy COSCHEDULE SUPPLIED BY AT&T WIRELESS, CABLE DOWNTILTS DC SURGE CABLE TYPE LENGTH ANTENNA AZIMUTH TMA/ RRU AND DISTRIBUTION SECTOR POS TECH ANTENNA HEIGHT 00 (E) o (M) ( 1 ) RRH2X40 - 071- (X) HPA- 65R— BUU — H8 (N) 110 1 ) RRM40 —AWS + RDEM (N) ( 1 ) DC2- 48- 60 - 0 -9E (X) — 04(E) 04 (M) 1 LTE 700/AWS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 110' ( 1 ) TT19 -08BP111 - 001 (X) 2 GSM 850 / 1900 80010766 (X) ( 1 ) FIBER 0 (E) 0 (M) A - - - - - - - - - - - - - - - - - - AGL 110' ( 1 ) TT19 - OSBP111 - 001 (X) ( 1 ) DC6 - 48- 60 - 18- 8F (X) (0 . 40") (X 181 ' (N ) - - - - - - - - - - - - 3 UMTS 850/ 1900 80010766 (X) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0' (E) 00 (M) 210' ( 1 ) TT19 - 088P111 - 001 (X) ( 1 ) DC TRUNK - - - - - - - - - - - - - 1 GSM 850 / 1900 80010764 (X) (0 , 82") (X) 0' (E) 0' (M) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 1 ) DC2- 48 - 60- 0 - 9E (X) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - 210' ( 1 ) TT19 - 08BP111 - 001 (X - - - - - - - - - - 2 UMTS 850 / 1900 80010764 (X) 0' (E) 0• (M) - - - - - - - - - - - - - - - - - - - - - ( 1 ) RRH2X40 - 07L (X) - - - - - - - - - - - - HP (N) 153' AGL ( 1 ) RRHWO4 AWS + RDEM (N ( 1 ) DC TRUNK 3 LTE 700 /AWS - - - - - - - - - - - - - - - - - - - - 181 ' (X) - - - - - - - -- - - - - 80010765 (X) 330' ( 1 ) TT19 - 08BP111 - 001 (X) p (E} 0' (M} 1 GSM 850/ 1900 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 1 ) DC2 - 48- 60 - 0 - 9E (X) ( 1 2) 1 - 5/8' - - - - - - - - - - - - - - - - - - - - COAX (X) - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - 330' ( 1 } TT19 - 0$BP111 - 001 (X} 2 UMTS 850 / 1900 80010765 (X) Om (E) 0• (M) ( 1 ) RRH2X40 - 07L (X) _ _ _ _ - _ _ _ _ - - - G H6 (N) 153' AGL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 330' RRH2X40_AWS + RDEM (N)- 3 LTE 700/AWS HPA- 65R— BUU— (N) = NEW (X) = EXISTING * INCLUDES SAFETY FACTOR OF 20 FT. ( 10 FT. AT BOTH ENDS WIRELESS CABLE RUN (XR) = EXISTING/RELOCATED CONTRACTOR TO VERIFY RF DATA WI TO INALLATION CONSTRUCTION (F) = FUTURE INSTALL I HEREBY CERTIFY THAT THIS PLAN , MANAGER AND/ OR RF ENGINEER PRIOR (E) = ELECTRICAL SPECIFICATION , OR REPORT WAS (M) = MECHANICAL PREPARED BY ME OR UNDER MY DIRECT SUP THAT i PROFESSIONAL OF THE ENGINEER RSTATE UNDER DER CABLE CONANTENNA FIGUURATIIOQN DETAIL MINNESOTA. AN • EN" "" - REVfSEO PER COMMENTS YS MZ REGISTRATION NO. 4103 4 2 07 08/15 ys Mz — ' ` SCALE; NTS 1 07/OS/15 REVISED PER COMMENTS CABLE � r 1t `x17` SCALE: NTs SITE NO . MNL03028 vs Mz — CA i• / p 04f23/15 ISSUED FOR CONSTRUCTION — DATE ` PRIOR LAKE ISSUED FOR REVIEY! AC MZ — O `F'GUR A TI N e 1701 AMERICAN BLVD EAST A s C+/CsJ15 Rv Mz ry /e{ e V WILLIAM PANEK - - _ ° SUITE #16 (X 430o MARKET POIM DRIVE FA# 10081745 A 0+/01 / 15 ISSUED FOR REVIEV7 DRAWING NUMBER NAME r '� BLOOMINGTON , MN 55435 REVISIONS BY CHK PP' FA p BLOOMINGTON , MN 55425 MOBILITY 5580 CEDARWOOD STREET NO DATE 10081745 �' 1 v 952-944-1858 (MAIN) PRIOR LAKE , MN 55372 DESIGNED: CHECKED: Mz SIGNATURE 952-944-1506 (FAX) -_ SCALE: complete wireless solutions IT IS A VIOLATION OF LAW FOR ANY PERSON UN THEY ARE ACnNO = UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THISDGCuMENT, UNLESS THE ENGINEER DI�C XPLICITLY AGREED TOBY F LAI\IS ALL LIABILITY AS`OCIATEDWPnITHE WRITIN q REUSE, ALTERATION OR MODIFICATION OF' THECON( NTS HEREIN. Antsfula Pod ""- ," ^ j y pry\ ¢ T 7T 4 OAm1-401! IAA law L L H li H H MT 1Rl. 4.s b. v ,1 E3und1 �! F1ht> CTt=a t+sitlt � � i�l� 011�txxt 2 X 60n11! 1)C 1HitL1 Yi1Ct fi1L TYilti�, IbD I-MIX t , Power ant aw 1600 OEM 56] Lram i*00 UM17$ W I HEREBY CERTIFY THAT HIS PLAN, SPECIFICATION , OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TTHEFLAWSOOFL HE ISTATEUOF NEER NDER PLUMBING DIAGRA MINNESOTA. _ SCALE: REGISTRATION NO. 4103 24 PER COMMENTS YS _4 REVISED P MZ - PLUMBING 6■�,- s,fltl/,�,.BIND 'x38' E: MS 2 OS/04/15 } i1 'x1T SCALE: ITS - SITE NO 3028 1 07/ . MNLOO/ It) REVISED PER COMMENTS YS MZ DATE —�( - - 0 04/23/15 ISSUED FOR CONSTRUCTION YS MZ = DIAGRAM '� �� j� � ® 1701 AMERICAN BLVD EAST PRIOR LAKE B 04/os/15 ISSUED FOR REVIEW AC n1z �Yr NAME WILLIAM PANEK i� SUITE #16 � 4BLOOMING300 T POINTE DRIVE A o4/ot /15 RV BLOOMINGTON , MN 55435 FA# 10081745 ISSUED FOR REVIEW DRAWING NUMBER BLOOMINGTON , MN 65425 DY cN1< PP' FA # 952-944-1656 (MAIN) f MOBILITY 5560 C R LAKE , ON STREET NO GATE REVISIONS 10081745 �'2 SIGNATUR LJ 952-944-1506 (FAX) PRIOR LAKE , MN 55372 DESIGNEo: CHECKED: Mz IDER THE DIRECONOFLAW ICENSOR PERSON , LENGINEER TO AL ER complete wireless solutions scALE: UNDER THE DIRECTION OF A LICENSED P0.0FE55 THIS DOE�T. UNLEsS ESPUCITLY AGREED O�Y THE ENOINE:Eft IN N\tITY MRIRRFUSE. AL ERATIO,YORAM DIIFICATIOx OFUEL `REL HERE11- MANUFACTURER CC MANUFACTURER: ALCATEL-LUCENT ALL ATTACHMENTS TO PAINTED SURFACES ARE PART # ; BSA RET 200 MODEL: RRH2x40-AWS-PRDEM TO INCLUDE THE PLACEMENT OF NEOPRENE LENGTH : 8" HEIGHT: 25" STRIPS BETWEEN HARDWARE AND POINTS OF WIDTH: 5" WIDTH : 15" CONTACT TO REDUCE/ELIMINATE DAMAGE TO THE G= PAINTED SURFACE, METAL SHIMS ARE REQUIRED DEPTH: 2" pEPTH: 9" IN SITUATIONS WHERE TIGHTENING A CLAMP MAY WEIGHT: 1 .5 Ibs . ° o ° WEIGHT: 47 . 6 LBS o CAUSE THE NEOPRENE TO TEAR CAUSING METAL TO METAL CONTACT. WHERE POSSIBLE, EXPOSED O LO 15" NEOPRENE SHOULD BE WRAPPED WITH WHITE o N TAPE. FASTENING SEQUENCE SHOULD INCLUDE O NYLON WASHERS BETWEEN THE PAINTED 0 0 o SURFACE AND THE GALVANIZED WASHER . 1 I o_ m �_ d i 's'c o o' THE INSTALLATION OF NEW EQUIPMENT WILL BE PLACED BEHIND THE ANTENNAS AND IN A 00 MANNER THAT MAINTAINS THE HANDRAILS o 0 FRONT IOE COMPLIANCE WITH CURRENT OSHA GUIDELINES FOR ACCESS. 24'x36• scALE: NTs AWS 4 PORTS RRH UNIT g _ PROPOSED ANTENNAS INSTALLED ON THE EXTERIOR 24'x36' SCALE: NTS NOT USED 8 „ •x, 7• SCALE: NTS 11 'x17' SCALE: Nis OF THE WATER TOWER SHALL BE SHOP PAINTED 5„ TO MATCH THE COLOR OF THE WATER TOWER (VERIFY COLOR) . NEW PIPE MASTS ARE TO HAVE WELDED END 0000 0 CAPS. N EXHIBITING PIPE MASTS ARE TO BE CAPPED AT BOTH ENDS WITH RUBBER CAPS. 160' CONTRACTOR TO TOUCH UP PAINTING ON EXISTING ANTENNAS, SPOT REPAIRS MADE WITH BRUSH AND W/O FEATHERING, SHOULD BE COMPLETELY ROLLED FOR UNIFORMITY. 24'x36' SCALE: NTS 24'x36' SCALE: NTS NOT USED 7 ��•x»• scAALiE; NTS NOTES 10 11 'x17• SCALE: NTS RET LPD DETAIL 24'x36' SCALE: Nis NOT USED 6 „ •x, 7• SCALE: NTS t1 'x17' SCALE: NTS MANUFACTURER: CCI MANUFACTURER: CC( MANUFACTURER: CCI PART # : HPA- 65R- BUU-H8 PART : HPA- 65R- BUU -H6 PART #: HPA- 65R-BUU-H4 LENGTH: 92.4" [PIPE TRACTOR TO TOUCH UP EXISTING ANTENNA # LENGTH: 48" MASTS, DEPENDING UPON THEIR CONDITION LENGTH: 72" WIDTH: 14 ' WIDTH : 14.8" (DAMAGED/FAILED) RPU MAY REQUEST WIDTH: 9 " DEPTH: 9 " DEPTH: 7 3 REPLACEMENT. DEPTH : 9 " WEIGHT: 39 Ibs. WEIGHT: 73 Ibs . WEIGHT: 56 Ibs . ALL EXPOSED CABLES INCLUDE JUMPERS, 48 DC CABLES AND COAX CABLES ARE TO BE PROVIDE WITH MANUFACTURED WHITE JACKETING OR TAPED WHITE. ALL MOUNTING HARDWARE IS TO BE GALVANIZED AND/OR PROVIDED IN A NON - CORRODING MATERIAL. r EEREGARDING EED LINES, JUMPERS, COAX, AND CANNOT INTERFERE WITH TOP OF MUST BE ROUTED AS SUCH THAT WITH OSHA REQUIREMENTS NDRAILS. RF CONNECTORS RF CONNECTORS ALL AT&T EQUIPMENT IS TO BE TAGGED RF CONNECTORS (TYp, 6 PLACES) (TYP. 6 PLACES) AND/OR LABELED (TYP. 6 PLACES) 24'x36• SCALE: 14TS NOT USED 1 I I 'A 7' SCALE: NTS 7 .4" I HEREBY CERTIFY THAT THIS PLAN, 9„ 9' SPECIFICATION , OR REPORT WAS ALL ABANDONED ANTENNAS, COAXIAL CABLE O O O 00 00 00 00 00 O PREPARED BY ME OR UNDER MY AND DETACHABLE EQUIPMENT THAT IS NO O O O t4,8' DIRECT SUPERVISION AND THAT I LONGER USED ARE TO 14.8" 14.8 AM A DULY LICENSED BE REMOVED DURING THE FINAL MIGRATION PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, j 24".x36' SCALE: NTS 24'x36' SCALE: NTS ANTENNA DETAIL REGISTRATION N0. 41034 24'x3s` SCALE: Nis 24'x36• SCALE: NTS ANTENNA DETAIL 3 11 •x, 7• SCALE: NTS ANTENNA DETAIL, 4 „ •xi7• SCALE: NTS C J ,t NOTES 2 11 'x17• SCALE: NTS DATE C,�( '1 ' 11 'x17` SCALE: NTS 2 08/04/15 REVISED PER COMMENTS YS MZ SITE NO . MNL03028 1 07/08/15 REVISED PER COMMENTS YS MZ ANTENNA DETAILS 1701 AMERICAN BLVD EAST ` ii PRIOR LAKE 0 04/23/1s ISSUED FOR CONSTRUCTION vs Mz ii.�i NAME WILLIAM PANEK SUITE #16 � '� 437kAET POINTS DRIVE B 04/06/15 ISSUED FOR REVIEW ac n1z j givelocilter BLOOMINGTON , MN 55425 MOBILITY BLOOMINGTON , MN 55435 FA# 1 D081745 q 04/Ot /15ISSUED FOR RENEW Rv MzSIGNATURE t 952-944-1858 (MAIN) 5580 CEDARWOOD STREET NO DATE REVISIONS BY CNK PP' FA DRAWING NUMBER FRANYPERSONUN THEx ARe ACnND C o m p I e ee wireless solutions 952-944-1506 (FAX) PRIOR LAKE, MN 55372 10081745 UNDER THE DIRECTION OF A LICENSED PROFEssI AL C INTERTOALTER SCALE: DESIGNED: CHECKED: MZ TIUBDONE ENGINEER DISCLAIMS ALLLIABILITY AaIiATEo WITH THE lYftIREUSE.H REUSE. AL7ERATI ON OR A10DIFlCATION OF THE COYFEirIS HEREIN. II 2 " GALVANIZED ( SCH . 40) VERTICAL POST WITH PLASTIC END CAPS , TYP , I i I I I I I I I 1 I I I 1 I I I I PROPOSED ANTENNA EXISTING RRH ATTACHED ATTACHED TO PIPE WITH TO PIPE i i MANUFACTURER PROVIDED I MOUNTING BRACKET i I I I I I COAX/DC/FIBER CABLE I I I I I I EXISTING I I PENETRATION EXISTING HANDRAIL VERTICAL PIPE NEOPRENE STRIPS WILL BE USED ON HARDWARE I I WHERE CONTACT IS MADE WITH PAINTED SURFACES . FASTENING SEQUENCE SHOULD EXISTING I I HATCH INCLUDE NYLON WASHERS BETWEEN THE PAINTED SURFACE AND THE GALVANIZED WASHER. I I I I I I EXISTING PROPOSED RRH ATTACHED TO i HATCH RING PIPE PER MANUFACTURER'S SPECIFIED CLAMPS I I i I I I I I I I 1 I I I 1 I I I I I I I I I I I I I • I I I I I I ALL ANTENNA PIPE MOUNTS AND MOUNTING HARDWARE IS TO BE GALVANIZED AND OR PROVIDED IN A NON —CORRODING MATERIAL, ANTENNA PIPE MOUNTS (NEW AND EXISTING) ! ATTACH UNISTRUT TO KICK ATTACH UNISTRUT TO KICK ARE TO BE CAPPED AT BOTH ENDS WITH PLATE W/ BEAM CLAMP PLATE W/ BEAM CLAMP RUBBER CAPS. I I i I i I I I i I • I I NEW UNISTRUT; ATTACH COAX , USING I I I 2-13RACKETS ® 4' - 0 O.C. MAX. I I i I - I i I I I I I I i I i I EXISTING PLASTIC I END CAPS I I I I 1 HEREBY CERTIFY THAT THIS PLAN , I I SPECIFICATION , OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, REGISTRATION N0, 41034 RAIL 2ex36• SCALE: Nrs COAX SUPPORT, HATCH RING TO HAND 24•x3s• scALE: NTs ANTENNA AND RRH MOUNTING DETAIL 1 it •x17• SCALE: WS /` 11 'x17• SCALE; NTS 2 08/04/15 REVISED PER COMMENTS YS hIZ — DATE / Lff' - SITE NO . MNL03028 1 07/08/15 REVISED PER COMMENTS YS Mz = r , "� p ��` '� ° /� r e ® 1701 AMERICAN BLVD EAST ` 0 04/23/15 ISSUED FOR CONSTRUCTION YS M2 ® 1.lN I 'IMM ®E / jy ! �V NAME WILLIAM PANEK _ \ / ° r SUITE e�, Q. PRIOR LAKE V I®��` I Ga 6677CC 4300 MARKET POINTE DRIVE A 04/01 /15 ISSUED FOR RENEW AC Mz ^ BLOOMINGTON , MN 55425 j MOBILITY BLooMINGTON , MN 55435 FA# 10081745 A 04/01 /15 ISSUED FOR REVIEW RV Mz SIGNATllRE /s 952-944 1858 (MAIN) // 5580 CEDARWOOD STREET REVISIONS eY CHK PP' FA DRAWING NUMBER F 952-944- 1506 (FAX) No DATE IT IS A VIOLATI0.`I OF LA\a FOR ANY PEREON NTFSSTHEY ARE ACTING c o m p l e t e w i r e l e s s s o l u t i o n s _ PRIOR LAKE , M N 55372 10081745 �• 1 UNDER THE DIRECTION OF A LICENSED PRO IONALENGINEER ro ALTER _ SCALE: DESIGNED: CHECKED: Mz THIS DOCUMENT- UNLESS EXPLICITLY AGREE BYTHE ENGINEER IN WRITING REUSE, ALTERATION OR cMOD MODIFICATION OF THE CONTENTS CLAIMS ALL LIABILITY IH REATED Iv�E. ELECTRICAL SPECIFICATION: 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF "IiHE NATIONAL ELECTRICAL CODE, 2 . COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIkLMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES , 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION , ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES, 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE " CONFORMING TO UL ARTICLE 651 : WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP— ON SOLVENT SEALED T PIPEIg SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM RADIUS, 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED) , 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS— LINKED POLYETHYLENE, 7, CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES . SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION , Be THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT, 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE XI GROUNDING BUSS BAR AND PROPER AUTHORITIES AND INFORM CINGULAR 24—HOURS IN ADVANCE, ALL TICKETS ATTACHMENT KIT WITH NOTE; NO OVERLAPPING WASHERS NOTE: AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER 'S ISOLATORS BOLTED TO TOWER ALLOWED ON ALL MECHANICAL REPRESENTATIVE WITHIN 24— HOURS AFTER THE INSPECTION HAS TAKEN PLACE, CONNECTIONS. ° USE MECHANICAL CONNECTIONS ONLY, 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL ° HOISTING GRIP TO BE INSTALLED BELOW TIE INTO EXISTING TOP GROUND KIT, 11 . ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND ELECTRICAL SERVICE PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY NOTE: ALL MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 200 AMP SUB FEDGROUNDING AND 3W9 VE 0 V, 1m, POWER MECHANICAL 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH 3W. VERIFY MAXIMUM LOADS TO ASSURE PROPER OPERATION VOLTAGE CONNECTIONS ARE REQUIRED 70 HAVE 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO N AN ANTI—OXIDATION REFER TO SCHEDULE ON SHEET RF- 1COMPOUND RMINA710N WITHOUT SPLICES 200A-2P FOR COAXIAL CABLE SIZES AND BREAKER APPROXIMATE LENGTHS . COAX GROUNDING KIT 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES JUMPER CABLE AND/OR UTILITY COMPANIES , #2 GREEN FROM200A TRANSFER RRH TO TOWER TOP GROUND GROUND BAR ATTACHED TO 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL SWITCH/ INSTALL GROUNDING KIT ICE BRIDGE SUPPORT EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY ALL DISTRIBUTION PANEL BAR i ABOVE COAX BEND EXISTING DC LOCATIONS POWER GROUNDING BUSS EXISTING GSM EMERGENCY EXISTING 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, TRANSFER GENERATOR RECP . j BAR AND ATTACHMENT ITSING PLANT CABINETS FIF RACK EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS, SWITCH KIT WITH ISOLATORS UM BOLTED TO TOWER 17 . ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER , 20OA-2P MAIN I EXISTING - - - - - - — - - - - - - —BREAKER FIBER LOOP 18 , ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND 60/2 35/2 ENCLOSURE SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE hill I I I TO MAIN & + I i SEPARATION. SURGE �\ i' • ARRESTOR EXTENSION BTS 19 . UTILIZE SONNEBORN TYPE NP- 1 CAULKING FOR SEALING ALL EXTERIOR WALL CABINETS PENETRATIONS 11 TO LIGHT(S) 20/1 20/1 \ \\11 III + i J� & OUTLETS (SPACE) (Sp CE) TO LTE RACK � - - — ^� TO MICROWAVE - (FUTURE) (FUTURE) (SPACE) i TO BATTERIES TO OPTIONAL 11 I + ELECTRICAL SPECIFICATIONS 3 (FUTURE) (spacE) \ 1 + BTS CABINETS TO GPS MICRO— (FUTURE) I HEREBY CERTIFY THAT THIS PLAN , WAVE RADIO GND SPECIFICATION, OR REPORT WAS SYSTEM (FUTURE) I 1, PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - - - — - - - - - - — AM A DULY LICENSED - - - - - - - - - - - - - - - -- -PROFESSIONAL ENGINEER UNDER (2) 2 SOLID BARE THE LAWS OF THE STATE OF MINNESOTA. TINNED GROUNDINGCOPPER LLEADS , # 2 SOLID BARE #2 SOLID BARE TINNED REGISTRATION NO. 41034 CADWELD (TYP) TINNED COPPER COPPER GROUNDING GROUND RING. LEADS. (TYPICAL) DATE _ / ` h ; ONE LINE DIAGRAM 2 TOWER GROUNDING SCHEMATIC DIAGRAM 1 2 08/04/15 REVISED PER COMMENTS YS MZ NAME WILLIAM PANEK , ® 1701 AMERICAN BLVD EAST . SITE NO , MNL03028 1 07/08/15 REVISED PER COMMENTS Ys Mz — y I � I SUITE #16 � ,� GROUNDING AN- D L 4300 MARKET POINTE DRIVE PRIOR LAKE o o4/zs/t5 ISSUED FOR CONSTRUCTION vs n¢ SIGNATURE BLOOMINGTON, MN 55425 8 o4/os/15 IssueD FOR REVI�v ELECTRICAL / DETAILS IT IS A VIOLATION OF4AW FOR ANY PERSON U LE>S THEYAREACTING 952-944-1858 MAIN BLOOMINGTON , MN 55435 AC MZ {.r I 16rI'1 e. EZ fete wireless solutions ( MOBILITY FA# 10081745 UNDER THEOIRECTIONESS EXPLICITLY AGREED ` BY THE IN' P 952-944- 1506 (FAX) A 04/Ot/15 ISSUED FOR REVIEW RV MZ — THIS G, THEENGINEERDICLAIMS LAoaEEDTOSYTHETEDWITHT 6580CEDARWOODSTREET wrsmnSE, ALTNDIWTEIORMODIFI ATIONOFTHECON NTED REIN. e PRIOR LAKE, MN 55372 NO DATE REVISIONS 8Y CHK P' FA # DRAWING NUMBER REV REUSE, ALTERATIO;! OR MODIFICATION OF T}iE CONtENtS HEREIN SCALE: DESIGNED: I CHECKED: MZ t0081745 E3 2 2 " GALVANIZED (SCH . 40) VERTICAL POST WITH I PLASTIC END CAPS , TYP , 1 I I I I I I I I I ' I I I I I I I I PROPOSED ANTENNA EXISTING RRH ATTACHED ATTACHED TO PIPE WITH TO PIPE j MANUFACTURER PROVIDED MOUNTING BRACKET I 1 I I I I I I I I COAX/DC/FIBER CABLE I 1 I I I I I 1 I I NEOPRENE STRIPS WILL BE USED ON HARDWARE i EXISTING WHERE CONTACT IS MADE WITH PAINTED EXISTING HANDRAIL PENETRATION SURFACES. FASTENING SEQUENCE SHOULD VERTICAL PIPE INCLUDE NYLON WASHERS BETWEEN THE PAINTED i EXISTING SURFACE AND THE GALVANIZED WASHER, HATCH I I I I PROPOSED RRH ATTACHED TO PIPE PER MANUFACTURER'S i i EXISTING SPECIFIED CLAMPS HATCH RING I I i I 1 I I I I I I I I I I i I I I I I I 1 I ' I I I I 1 I ALL ANTENNA PIPE MOUNTS AND MOUNTING HARDWARE IS TO BE GALVANIZED AND OR PROVIDED IN A NON —CORRODING MATERIAL, ANTENNA PIPE MOUNTS (NEW AND EXISTING) I ARE TO BE CAPPED AT BOTH ENDS WITH RUBBER CAPS, i ATTACH UNISTRUT TO KICK ATTACH UNISTRUT TO KICK PLATE W/ BEAM CLAMP PLATE W/ BEAM CLAMP I I I 1 I I " I I I I I I I I I I NEW UNISTRUT, ATTACH COAX. USING Z—BRACKETS ® 4' — O" O.C. MAX. i I I I 1 I 1 I - I I I 1 I I EXISTING PLASTIC END CAPS I I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION , OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NO. 41034 ii xii• scA�i-EEa Nr"sTs ANTENNA AND RRH MOUNTING DETAIL 1 �� s� COAX SUPPORT, HATCH RING TO HANDRAIL 2 DATE /�, 2 08/04/15 REVISED PER COMMENTS YS M2 - NAME WILUAM PANEK e ® 1701 AMERICAN BLVD EAST SITE NO . MNL03028 1 07/08/15 REVISED PER COMMENTS YS MZ — Eveloulte SUITE #16 PRIOR LAKE 0 04/23/15 ISSUED FOR CONSTRUCTION YS MZ - ��V f �� r�� 1 �7iLV 4300 MARKET POINTS DRIVE B 04 Gs 15 ISSUED FOR REVIEW Ac MZ ■ SIGNATURE G BLOOMINGTON , MN 55425 BLOOMINGTON, MN 55435 FA# 10081745 / / IT IS A VIOLATION OF LAW FOR ANY PERSON NLESSTHEY ARE ACTING 952-944-1858 (MAIN) MOBILITY A 04/01 /15 ISSUED FOR REVIEW RV hIZ complete wireless solutions 952-944-1506 FAX unoeRTHeDiftecrwxoenuteNseoeftoFESIONALENcmEERrouTEft P 5580CEDARWOODSTREET THlsaocuAteNr. ImLEsseXPuaTLYAaftee 13YTHEENGINEERIN ( ) NO DATE REVISIONS BY CHK PP' FA # DRAVnNG NUMBER REV WRITING, THE ENGINEER DISCLAINtS ALL LIABILITY ASSOCIATED WITH THE PRIOR LAKE, MN 55372 REUSE, ALTERATIONOR %IODIFICATIO*N OF THE CONTENTS HEREIN. I SCALE: DESIGNED: CHECKED: hQ 10081745 C44 2 GENERAL NOTES 1 , INSPECTIONS A. GENERAL: DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED 9 . CHECKOUT, TESTING AND ADJUSTING INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT, INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS CORRECTION/REPLACEMENT: AFTER TESTING 8Y CONTRACTOR, OWNER OR ENGINEER, CORRECT A. AND ORDINANCES, UTILITY COMPANY REQUIREMENTS, AND THE LATEST EDITION OF NEC, NFC, ANY DEFICIENCIES AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR NEMA, OSHA, SBC, AND UL. UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY, Be INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE, Be POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET, C. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE, C . WHEN SITE POWER IS DERIVED FROM 3 PHASE SOURCE, LOAD READINGS WILL BE TAKEN AND RECORDED TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SOURCE, RECORDS SHALL BE D. CERTIFICATES ; SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. TURNED IN TO THE OWNER'S REPRESENTATIVE, 2 , HANGERS AND SUPPORTS A. MATERIALS: ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE STAINLESS STEEL OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE RF NOTES : MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION , PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. 1 , ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR, Be TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U —CHANNEL, THREADED RODS, ETC, AS 2 , THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED , INDICATED OR REQUIRED, C. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENERS SUITABLE FOR THE USE . ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE, PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FT. O .C. 4, ALL SPECIFIED MATERIAL FOR EACH LOCATION (E,G. OUTDOORS— OCCUPIED, D: STRUCTURAL MEMBERS; DO NOT CUT, DRILL, OR WELD ANY STRUCTURAL MEMBER EXCEPT AS INDOORS— UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC , ) SHALL BE APPROVED, LISTED, OR LABELED AS SPECIFICALLY APPROVED BY THE ENGINEER. REQUIRED BY THE NEC, E. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS, 5. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURER'S SUPPORT MATERIALS AND EQUIPMENT, RECOMMENDATIONS SHALL BE FOLLOWED , RF JUMPERS SHALL BE SUPPORTED AT A MAXIMUM OF TWO (2) FEET, AND WITHIN 18" OF CONNECTOR. MANUFACTURER RECOMMENDED CABLE SUPPORT F. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH, ACCESSORIES SHALL BE USED, 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND 3 . ENCLOSURES PROTECT ANTENNA CABLE RUNS, A. NEMA 3R 7 , DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES, CABLES SHALL BE SLOPED AWAY FROM 4. HOLES, SLEEVES AND OPENINGS BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT, GENERAL: PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE COMPLETION OF WORK AND RESTORE ALL SURFACES DAMAGED TO MATCH SURROUNDING SURFACES, 8, ALL FEEDER LINE AND JUMPER CONNECTORS SHALL BE 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS, 5 . CUTTING AND PATCHING A. GENERAL: PROVIDE ALL CUTTING, DRILLING, FITTING AND PATCHING NECESSARY FOR 9. 7/ 16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR APPLICATIONS IF ACCOMPLISHING THE WORK . THIS INCLUDES ANY AND ALL WORK NECESSARY T0: UNCOVER INSTALLED AND TORQUED PROPERLY, IN OUTDOOR APPLICATIONS, WEATHER PROOFING IS REQUIRED WORK TO PROVIDE FOR THE INSTALLATION OF ILL TIMED WORK, REMOVE AND REPLACE DEFECTIVE AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED, WORK AND WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, 10. USING WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURER AND CONTRACTOR, START TAPE Be REPAIRS: REPAIR ANY AND ALL DAMAGE TO WORK OF OTHER TRADES CAUSED BY CUTTING APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, AND PATCHING OPERATIONS, USING SKILLED MECHANICS OF THE TRADES INVOLVED , THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN 6. RACEWAY SYSTEMS WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO, ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF TAPE, A. ALL ABOVE GRADE CONDUIT AND ALL CONDUIT ELBOWS SHALL BE RIGID GALVANIZED STEEL UNLESS NOTED OTHERWISE, 11 . ANTENNAS AND COAX SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACES' PREPARATION AND PAINTING 7 . CONDUCTORS REQUIREMENTS, USE 987a CONDUCTIVITY COPPER WITH TYPE XHHW-2 INSULATION, 600 VOLT, COLOR CODED, USE 12, CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG, STRANDED CONDUCTORS FOR WIRE FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY LARGER THAN NO , 8, USE PRESSURE—TYPE INSULATED TWIST—ON CONNECTORS FOR NO . 10 AWG TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF THE TOWERS THAT ARE AND SMALLER, SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0. 8 AWG AND LARGER, BETWEEN 100 FEET AND 200 FEET HIGH, AND AT INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 200 FEET. 8. GROUNDING SYSTEM 13 . APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE A. INSTALLATION : INSTALL AS REQUIRED PER SPECIFICATION . CONTRACTOR REPRESENTATIVE COAXIAL CABLE SHIELDS , AND CONDUITS , THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF WILL INSPECT EXOTHERMIC WELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL, MAXIMUM THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO GROUND BAR I HEREBY CERTIFY THAT THIS PLAN , 5 OHMS RESISTANCE IS REQUIRED, WHEN MORE THAT (4) ADDITIONAL GROUNDS ARE REQUIRED, USING EXOTHERMIC OR COMPRESSION CONNECTIONS, SPECIFICATION , OR REPORT WAS VERIFY OHM LEVEL PRIOR TO CONSTRUCTION, USE CLEAN SAND AND CLAYBACKFILL FOR PREPARED BY ME OR UNDER MY BURIED GROUND CONDUCTORS , 14. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS, DIRECT SUPERVISION AND THAT 1 15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE AM DULY LICENSED WITH CARRIER REQUIREMENTS, CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF WITH UNSATISFACTORY SWEEP TEST RESULTS. THERE SHALL ALSO BE A HARD COPY OF SWEEPS LEFT MINNESOTA. AT SITE UPON COMPLETION OF SWEEP TEST. REGISTRATION NO, 41034 DATE f / N - 2 08/04/15 REVISED PER COMMENTS YS MZ NAME WILLIAM PANEK 1701 AMERICAN BLVD EAST _ SITE NO, MNL03028 i 07/08/15 REVISED PER COMMENTS Ys Mz - GROUNDIN IG & RF � ` '/'� I /°` '� SUITE #16 � � � PRIOR LAKE o 04/23/15 ISSUED FOR CONSTRUCTION Ys MZ — NOTES V(••y� (�/] 4300 MARKET POINTE DRIVE BLOOMINGTON , MN 55425 a 04/06/15 ISSUED FOR REVIEW AC MZ - SIGNATURE `� BLOOMINGTON, MN 55435 FA# 10081745 1TISAYIDI-ATIov Op LAW i'Wl Aur pERso uiEssT}ter AREAcmo 952-944-1868 (MAIN) -- , � MOBILITY A 04/01 /15 ISSUED FOR REVIEW RV MZ UNDER THE DIRECTION 0}' A LICEFSEO PRO - IOYALFi�•GI\TEftTO ALTER complete wireless solutions 952-944-1 506 (FAX) _ 5580 CEDARWOOD STREET THIS DOCUMENT, UNLESS EXPLICITLY AGR DTORr THE ExDIaEER IN - - PRIOR LAKE, MN 55372 NO DATE REVISIONS BY CHK P' FA DRAWING NUMBER REV WRITING• THEENGI\'EED DISCLAIMS ALL LIAR ASSOCIATED WITH THE REUSE. ALTERATION ORMODIFICATIO3OF THE CovrENESHEREM SCALE: DESIGNED: CHECKED: MZ 10081745 151 2 OENNA VO' CE: ALL FROM JUMPER REQUIRED �00UNDING AND ONLY WHEN 7/8010 POWER MECHANCICAL AND LARGER (TYP) CONNECTIONS ARE NEW COAXIAL GROUND KITS W/ LONG BARREL REQUIRED TO HAVE COMPRESSION DOUBLE LUGS, ATTACH TO AN ANTI-OXIDATION GROUND BAR & INSTALL BY ANTENNA WEATHERPROOFING COMPOUND CONTRACTOR (CADWELD TYPE-GL) �- — KIT, ANDREW #221213 (TYP) NEW D a 1 /4" COPPER GALVANIZED GROUND BARAR. INSTALLED BY GENERAL STANDARD ANDREW CONTRACTOR GROUND KIT (TYP.) SEE NOTE BELOW. TYPE TA TYPE NC TYPE SS ANTENNA CABLE O O (TYP.) 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE, NO OVERLAPPING WASHERS O 000 O O 0 0 0 0 0 0 0 0 0 000 #2 AWG CON ECTIONS All MECHANICALTYP w TYPE VS TYPE VB TYPE PT STANDARD COPPER 00 0 0 0 0 O O O O O O GROUND BAR / -- (CONTRACTOR O O 24 ' O a s s I SUPPLIED) MAIN GROUND LEAD TO BE E GT TYPE GY TYPE GR TYPE GL T#2 SOLID TINNED ER O GROUND RING (SITE OTE: DEPENDENT—TBD) #2 SOLID BARE TINNED DO NOT INSTALL CABLE GROUND KIT AT A BEND ALWAYS COPPER WIRE CADWELD NOTE: NO OVERLAPPING WASHERS DIRECT GROUND WIRE DOWN TO COAX ISOLATED GROUND BAR EXAMPLES CADWELD CONSULT WITH HPR PROJECT MANAGER OWN ABOVE ARE (TYPE-GL) ALLOWED ON ALL MECHANICAL EXTERNAL (CIGBE) , FOR SPECIFIC TYPES OF CADWELDS TO BE USED CONNECTIONS, FOR THIS PROJECT, 24•x17' SCALE: NTS CONNECTION OF GROUND WIRES TO GROUNDING BARS 11 'x17• SCALE: NTS 24•x36• SCALE; NTS 2 24•x36• SCALE: NTS tt •xiT scALs: NTS EQUIPMENT GROUND CONNECTION I (TOWER/MONOPOLE/ROOFTOP) 11 •x17• SCALE: NTS CADWELD DETAILS 3 NOT€a NOTE: ALL INDOOR LUGS REQUIRE INSPECTION GROUNDING AND WINDOWS, OUTDOOR LUGS DO NOT POWER MECHANCICAL REQUIRE INSPECTION WINDOWS, FROM COAX GROUND KIT CONNECTIONS ARE REQUIRED TO HAVE AN ANTI —OXIDATION COMPOUND NOTE: NO OVERLAPPING WASHERS ALLOWED ON ALL MECHANICAL 3/8" DIAMETER TWO HOLE COPPER CONNECTIONS , STAINLESS STEEL BOLT, COMPRESSION TYPE 12" NUT AND WASHERS GROUND LUG CABLE GROUND KIT COAX PORT 00008 OO om o0 O OO OOOOOOO 00000 ANTENNA CABLE O O O O O O GROUND BAR OR #2 GROUND WEATHERPROOFING KIT 8" MIN BEND EQUIPMENT CONDUCTOR RADIUS (2) #2 AWG SOLID #6 AWG STRANDED COPPER TINNED COPPER GROUND WIRE (GROUNDED TO EXOTHERMICALLY ALLOWEDY NOTE: NO OVERLAPPING WASHERS GROUND BAR) (STANDARD WELDED TO GROUND ALLOWED ON ALL MECHANICAL GROUNDING KIT) BAR AND ROUTED DOWN CONNECTIONS, TO EQUIPMENT/SHELTER GROUND RING IN LIQUIDTITE I HEREBY CERTIFY THAT THIS PLAN, NON—METALLIC CONDUIT SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DO NOT INSTALL CABLE GROUND KIT AT A BEND 1 .NOTES:1 MAIN GROUND BUSS BAR IS LOCATED AM A DULY LICENSED AND ALWAYS DIRECT GROUND WIRE DOWN TO BELOW COAX ENTRY PORT OR BELOW COAX PROFESSIONAL ENGINEER UNDER GROUND BAR. THE LAWS OF THE STATE OF AT END OF ICE BRIDGE FOR OUTDOOR MINNESOTA, EQUIPMENT, REGISTRATION NO, 41034 24•x360 SCALE: NTS GROUND BAR DETAIL 4 "ex"' SCALE; NTS CABLE GROUND HIT CONNECTION TO ANTENNA CABLE 5 24•xss• SCALE: NTS DATE / 't ( rl� a1 "x17• SCALE: NTS tt •xt7• SCALE: WS 1rx1r SCALE: NTS MAIN GROUND BUSS BAR DETAIL 6 2 08/04/15 REVISED PER COMMENTS YS MZ — NAME WILLIAM PANIrK e ® 1701 AMERICAN BLVD EAST A SITE NO . MNL03028 1 07/oa/15 REVISED PER COMMENTS YS MZ%MO - V I®C �r�l SUITE , M e� � Q_ t PRIOR LAKE 0 04/23/15 ISSUED FOR CONSTRUCTION YS AIZ - GROUNDING ®DETAILS r ai L(Xx 4300 MARKET POINTE DRIVE A SIGNATURE tJ w -'�" BLOOMINGTON, MN 55425 i e o4/os/15 ISSUED FOR RenEVI AC MZ - 952-944- 1858 MAIN BLOOMINGTON , MN 55435 FA# 10081745 IT IS AYIOLATIOV OF' LA}V FOR ANY PERSON NTESS THEY ARE AGEING ( MOBILITY A 04/Ot /t5 ISSUED FOR RENEW RV MZ UNDER THE DIRECTION OF A LICENSED PROFFS (OVAL ESG:NTERTOALTER complete wireless solutions 952-944-1506 (FAX) 5580 CEDARWOOD STREET wemNoaTHHEENan enoixunuAiiuABLIT BY YASSOCIATEDWITiIN HE PRIOR LAKE, MN55372 NO DATE REVISIONS 8Y CHK P' FA J/ DRAWING NUMBER REV REUSE ALTERATION OR MODIFICATION OF THE CONfENTSHERE:N. SCALE: DESIGNED: CHECKED: MZ 10OB1745 E2 2 ELECTRICAL SPECIFICATION: 1 ALL ELECTEIO& WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF(HE NATIONAL ELECTRICAL CODE, 2, COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUOLMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES , 3. PERFORM ALL VERIFICATION , OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION , ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES, 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE " CONFORMING TO UL ARTICLE 651 : WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" ` MINIMUM RADIUS, i 5, ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED) , 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS- LINKED POLYETHYLENE, 74 CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES, SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION , 8, THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT, RRHS DC6 GROUNDING BUSS BAR AND 9, THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE NOTE: NO OVERLAPPING WASHERS NOTE: ATTACHMENT KIT WITH PROPER AUTHORITIES AND INFORM CINGULAR 24-HOURS IN ADVANCE, ALL TICKETS ALLOWED ON ALL MECHANICAL AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S ISOLATORS BOLTED TO TOWER CONNECTIONS, o USE MECHANICAL CONNECTIONS ONLY, REPRESENTATIVE WITHIN 24- HOURS AFTER THE INSPECTION HAS TAKEN PLACE, o HOISTING GRIP TO BE INSTALLED BELOW 10, ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL j TOP GROUND KIT. TIE INTO EXISTING 11 . ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND ELECTRICAL SERVICE PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY NOTE: ALL 200 AMP SUB FED i GROUNDING AND MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT, I 120%240 V, 10, I POWER MECHANICAL 12, THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH 3W. VERIFY I CONNECTIONS ARE MAXIMUM LOADS TO ASSURE PROPER OPERATION VOLTAGE 1 REQUIRED TO HAVE AN ANTI-OXIDATION 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO M REFER TO SCHEDULE ON SHEET RF- 1 COMPOUND 200A-2P I FOR COAXIAL CABLE SIZES AND TERMINATION WITHOUT SPLICES BREAKER i APPROXIMATE LENGTHS , COAX GROUNDING KIT I JUMPER CABLE 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES #2 GREEN FROM AND/OR UTILITY COMPANIES , RRH TO TOWER j GROUND BAR ATTACHED TO 200A TRANSFER TOP GROUND I INSTALL GROUNDING KIT ICE BRIDGE SUPPORT 15, ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL SWITCH/ BAR I ABOVE COAX BEND EXISTING DC EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY ALL DISTRIBUTION PANEL j POWER EXISTING GSM LOCATIONS I GROUNDING BUSS PLANT EXISTING EMERGENCY I BAR AND ATTACHMENT EXISTING CABINETS FIF RACK TRANSFER GENERATOR RECP . I KIT WITH ISOLATORS UMTS 16 , ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, SWITCH o o i BOLTED TO TOWER EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. a o 17 , ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN EXISTING r -- - - - LABELS - - 20OA-2P MAIN Ir _ - - - - 1 NEATLY PLACED ALONG SIDE OF THE BREAKER. BREAKER i FIBER LOOP III ( ENCLOSURE 1111 � I 1 I 18 , ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND 60/2 35/2 SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE 1 11j11 SEPARATION , SURGE 1 TO MAIN & ARREsroR :x: :2: J} To BTS 19 , UTILIZE SONNEBORN TYPE NP- 1 CAULKING FOR SEALING ALL EXTERIOR WALL 20/1 20/1 TO LIGH CABINETS \II �ji PENETRATIONS LIGHT(S) - - - & OUTLETS TO LTE RACK oI e (SPACE) (SP CE) TO MICROWAVE ---{ (FUTURE) 1 (FUTURE) (SPACE) TO BATTERIES 1 ' TO OPTIONAL ELECTRICAL SPECIFICATIONS 3 (FUTURE) (SPACE) } jBTS CABINETS TO CPS MICRO- J ( (FUTURE) t t I HEREBY CERTIFY THAT THIS PLAN, WAVE RADIO GND SPECIFICATION , OR REPORT WAS SYSTEM (FUTURE) PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - - - - - - - - - ' - - -`�- - - - - - - - - - - - - - - - - - - AM A DULY LICENSED - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - PROFESSIONAL ENGINEER UNDER (2) # 2 SOLID BARE Y # 2 #2 SOLID BARE TINTHE LAWS OF THE STATE OF TINNED COPPER SOLID BARE MINNESOTA. GROUNDING LEADS , TINNED COPPER COPPER GROUNDING REGISTRATION NO. 41034 CADWELD (TYP) GROUND RING. LEADS. (TYPICAL) DATE ONE LINE DIAGRAM 2 TOWER GROUNDING SCHEMATIC DIAGRAM 1 2 08/04/15 REVISED PER COMMENTS YS MZ - NAME WILLIAM PANE,{jC a ® 1701 AMERICAN BLVDEAST SITE NO . MNL03028 1 o7/os/15 REVISED PER COMMENTS Ys h12 — ® UND'N�+ /� N® " _ �` ,.9 SUITE #16 A � 0 04/23/ 15 ISSUED FOR CONSTRUCTION Y5 AIZ - r9 " ✓£_�- EvelocitelobiE 4300 MARKET POINTE DRIVE PRIOR LAKE ELECTRICAL DETAILS SIGNATURE BLOOMINGTON , MN 55425 B o4/os/15 ISSUED FOR REVIEW AC MZ - (+ 952-944- 1858 MAIN BLOOMINGTON, MN 55435 FA# 10081745 ITIS A VIOLATIOXOF LAW FOR ANYPERSONU LESSTHEYAREACTISO complete lete wireless soiutlons ( / MOBILITY A 04/01 /15 ISSUED FOR REVIEW RV MZ — UNDERTHEDIRECTIONOFALICENSEDPROFESSI NALENGINTERTOALTER p 952-944- 1506 (FAX) _` 5580 CEDARWOOD STREET WRITINGG,TTHEIENGINEERDISCLAIMSALLLIABILITYYASSOCI TEDWITTHTHE - -- PRIOR LAKE, MN 55372 NO DATE REVISIONS BY CHK PP' FA // DRAWING NUMBER REV REUSE, ALTERATION OR MODIFICATIOXOFTHE CO.MNTS HEREIN, SCALE: OESIGNEO: CHECKED: MZ 10D81745 E3 2