HomeMy WebLinkAboutT-Mobile Open Permit 12.753 - Permit a, 0 P RI0� ? CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
ti . ° 3�, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
. a r
0 l AND UTILITY CONNECTION PERMIT
x
g
l NNEs°
i. While Fite PERMIT NO.
2. Pink 1 /� 3. Yellow Applicant l 2 -7C3
(Please type or print and sign at bottom) 1 �'^
ADDRESS ZONING (office use)
�7U / ) otv &la /.- Prear Lie,, AN 55 372
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION PID
(Name) OWNER f � O ( (Phone) ,' - 7t `T - 72Z9
(Address) C 0 7 ,5 - 0 Val /L y Veii) .ct4.( /e f L". d-IM PrA Ile, J4 534''
BUILDER ?4 AtOP TCW1 pioetrAf r Zy$. -irO .1 UM
(Company Name) 1 )1 re., �..f�l�?l'Y7 1 / (0 i 1'7S (Phone)
(Contact Name) AJ //04t 1 1 1 / (Phone) . / --- /o qI — / MO •
ef
(Address) `/ 1 X �?R S � f f.u.J J. ('j (11 / 1K �, �''®_ (,4 kr:LL f 0,644) cam , MA) C6-5
TYPE OF WORK 0 New Construction DDeck DPorch / DRe- Roofing DRe- Siding DLower Level Finish 0 Fireplace
DAddition DAlteration DU • ity Connection
CODE: DLR.C. tI.B.C. I G Na D Misc: , t p1 a. [ d, (p C'tn -I h r w
Type of Construction: I II III IV A B
Occupancy Group: A B E F 11 I M R S U PROJECT COST /VALUE $ 1 ?r c0 0 ,
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 this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
x (° ,4 1i 41 . / /l! /
Si.0 . / Contractor's License No. Date
Permit Valuation / J ` 000 Park Support Fee # $ •
Permit Fee $ .235:75- SAC # $
Plan Check Fee $ t ? 2/ ` Water Meter Size 5/8"; 1 "; $
State Surcharge $ t i _ V , O Pressure Reducer $
Penalty $ (� Sewer /Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ B dam' s I/L- Lo, t't &c ' $ BGdq" ¢,-
Sewer & Water Permit Fee $ Other t J
1� ()N N OM $ 1�
Gas Fireplace Permit Fee $ TOTAL DUE $ g■ 1 /9
This • '' 'cation . s Your Building Permit . en pproved Paid , '3� � �q Receipt No. (f'lf q �
(
/
`i ,.T, -F r Date q1 - '/- / 2 By
': uildtn Official Date t tar
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued.
Planning Director Date Special Conditions, if any
24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245
4646 Dakota Street S.E., Prior Lake, Minnesota 55372
i
Y 1 Ui "� ti \if19v1_ cC
Energy 1 Water I Built- Environment
Ultei =�
I hereby certify that this plan, specification, or
June 19, 2012 report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the
Subject: T- Mobile Antenna Replacement State of Minnesota
Site: A1PO420A — Tower St. WT
Address: 4741 Tower Street Date: 6 -19 -12 Reg. No. 47985
Prior Lake, MN
Job No.: R12.00851 tr),(11"
To Whom It May Concern: Isaac Odland
Per your direction, Ulteig Engineers has completed the requested assessment of the existing water
tower located at the address listed above for the installation of the proposed antennas. The
assessment was completed using the loading as described by the International Building Code, the
AWWA Code, AISC 13th Edition, previous T- Mobile construction drawings dated in February 2012,
an RFDS sheet provided by T- Mobile dated April 20, 2012, and information provided by others.
The following antenna information was used in the evaluation:
Proposed Antenna Loading
Antenna Centerline Comment
Elevation
(9) TMBXX- 6517 -A2M 85'± Proposed / To be installed on existing (or
new) mounts
(6) Remote Radio Units 85'± Proposed / To be installed on existing (or
new) mounts
(If this information or the information contained in this report is incorrect, this report is to be
considered void and the correct information is to be given to Ulteig Engineers to allow for a revised
assessment and report.)
Results
Locally: The proposed T- Mobile antennas will replace existing T- Mobile antennas on existing
antenna mounts that are attached to the legs of the water tower located at the address listed above.
According to the previous T- Mobile construction drawings each existing antenna mounting bracket
consists of a 4" Schedule 40 pipe spanning between (2) 8" long WT4x15.5 beam sections that are
welded to the existing water tower legs. At each location there are also 3/8" gusset plates between
the flange of the WT4x15.5 and the water tower legs. Two horizontal pipes are attached to each
vertical 4" Schedule 40 pipe. The vertical antenna mount pipes are then attached to these
horizontal mounting pipes. Refer to the previous T- Mobile construction drawings dated in
Subject: T- Mobile Antenna Replacement
Site: A1PO420A — Tower St. WT
Address: 4741 Tower Street
Prior Lake, MN 55372
Job No: 12.00851
Page 2
February 2012 for more information. A detailed structural analysis was neither requested, nor
performed on the antenna mounting brackets or water tower and is not part of the scope of this
report. However, the increase in loading on the brackets, as a result of installing the proposed
antennas, is considered minimal and is not expected to diminish their structural integrity. It is our
professional opinion that the existing antenna mounting pipes are structurally adequate to support
the proposed antennas listed in the table above along with the required loading as stated in the
AWWA Code.
Globally: The increase in loading on the existing structure, as a result of installing the proposed
antennas, is considered minimal and is not expected to diminish the structural integrity of the
existing water tower structure. A structural review of the water tower itself was not performed and
is not part of the scope of this report.
Required Modifications
No modifications are required.
Comments:
This report is based on the following:
1. All materials in good condition.
2. All members are in place and intact.
Field verify that the existing mounting pipes are long enough for the installation of the proposed
antennas. If you are aware of any information that is contrary to that which is contained in this
report, or if you are aware of any defects arising from the original design, material, fabrication, or
erection, you should disregard this report and contact Ulteig Engineers.
If you should have any questions regarding this report please contact me at (605) 323 -6045.
Thank you,
G
Isaac Odland, PE
Energy 1 Water 1 Built- Environment
Ultei
I hereby certify that this plan, specification, or
June 19, 2012 report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the
Subject: T- Mobile Antenna Replacement State of Minnesota
Site: A1PO420A — Tower St. WT
Address: 4741 Tower Street Date: 6 -19 -12 Reg. No. 47985
Prior Lake, MN
Job No.: R12.00851 Ate- (1'0
To Whom It May Concern: Isaac Odland
Per your direction, Ulteig Engineers has completed the requested assessment of the existing water
tower located at the address listed above for the installation of the proposed antennas. The
assessment was completed using the loading as described by the International Building Code, the
AWWA Code, AISC 13th Edition, previous T- Mobile construction drawings dated in February 2012,
an RFDS sheet provided by T- Mobile dated April 20, 2012, and information provided by others.
The following antenna information was used in the evaluation:
Proposed Antenna Loading
Antenna Centerline Comment
Elevation
(9) TMBXX- 6517 -A2M 85'± Proposed / To be installed on existing (or
new) mounts
(6) Remote Radio Units 85'± Proposed / To be installed on existing (or
new) mounts
(If this information or the information contained in this report is incorrect, this report is to be
considered void and the correct information is to be given to Ulteig Engineers to allow for a revised
assessment and report.)
Results
Locally: The proposed T- Mobile antennas will replace existing T- Mobile antennas on existing
antenna mounts that are attached to the legs of the water tower located at the address listed above.
According to the previous T- Mobile construction drawings each existing antenna mounting bracket
consists of a 4" Schedule 40 pipe spanning between (2) 8" long WT4x15.5 beam sections that are
welded to the existing water tower legs. At each location there are also 3/8" gusset plates between
the flange of the WT4x15.5 and the water tower legs. Two horizontal pipes are attached to each
vertical 4" Schedule 40 pipe. The vertical antenna mount pipes are then attached to these
horizontal mounting pipes. Refer to the previous T- Mobile construction drawings dated in
' Subject: T- Mobile Antenna Replacement
Site: A1PO420A — Tower St. WT
Address: 4741 Tower Street
Prior Lake, MN 55372
Job No: 12.00851
Page 2
February 2012 for more information. A detailed structural analysis was neither requested, nor
performed on the antenna mounting brackets or water tower and is not part of the scope of this
report. However, the increase in loading on the brackets, as a result of installing the proposed
antennas, is considered minimal and is not expected to diminish their structural integrity. It is our
professional opinion that the existing antenna mounting pipes are structurally adequate to support
the proposed antennas listed in the table above along with the required loading as stated in the
AWWA Code.
Globally: The increase in loading on the existing structure, as a result of installing the proposed
antennas, is considered minimal and is not expected to diminish the structural integrity of the
existing water tower structure. A structural review of the water tower itself was not performed and
is not part of the scope of this report.
Required Modifications
No modifications are required.
Comments:
This report is based on the following:
1. All materials in good condition.
2. All members are in place and intact.
Field verify that the existing mounting pipes are long enough for the installation of the proposed
antennas. If you are aware of any information that is contrary to that which is contained in this
report, or if you are aware of any defects arising from the original design, material, fabrication, or
erection, you should disregard this report and contact Ulteig Engineers.
If you should have any questions regarding this report please contact me at (605) 323 -6045.
Thank you,
'(■W
Isaac Odland, PE
PROJECT NO. /-?.. 00 0.57,/,P44se 3 BY ,EPA' DATE 9 - 6 - / ' ..•
PROJ. TITLE CHKD BY DATE
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Software licensed to 2861 MQ1 Part
Job Title Ref
By Date06- Sep -12 tad
Client File Noriz Pipe.std f Datetrlme 06-Sep -2012 13:46
- 37.000 lb = 1 3.000 lb
37.000 lb 4 = - 12,000 lb
-3.700 kbf1P=
3.700Ibflf''' :3.600Ibftft
)00 lb _ •
3.7,00 thcblf . • ' 3.600 Ibfitt
\C„---2X ,
'1
3.600Ibfltt
- 94.000 tb
:600 Ibflft
- 94.000 lb
•
- 94.000 lb
Print Time/Date: 06/09/2012 14:16 STAAD.Pro V8i 20.07.05.15 Print Run 1 of 1
Thursday, September 06, 2012, 02:16 PM
********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
* *
* STAAD.Pro
* Version 2007 Build 05
* Proprietary Program of
* Bentley Systems, Inc.
* Date= SEP 6, 2012 *
* Time= 14:16:33
* *
* USER ID: 2R61MQ1
********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
1. STAAD SPACE
INPUT FILE: Horiz Pipe.STD
2. START JOB INFORMATION
3. ENGINEER DATE 06- SEP -12
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT FEET POUND
7. JOINT COORDINATES
8. 1 0 0 0; 2 4 0 0; 3 6 0 0; 4 8 0 0; 5 12 0 0
9. MEMBER INCIDENCES
10. 1 1 2; 2 2 3; 3 3 4; 4 4 5
11. DEFINE MATERIAL START
12. ISOTROPIC STEEL
13. E 4.176E +009
14. POISSON 0.3
15. DENSITY 489.024
16. ALPHA 6E -006
17. DAMP 0.03
18. END DEFINE MATERIAL
19. MEMBER PROPERTY AMERICAN
20. 1 TO 4 TABLE ST PIPS20
21. CONSTANTS
22. MATERIAL STEEL ALL
23. SUPPORTS
24. 3 FIXED
25. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
26. MEMBER LOAD
27. 1 TO 4 UNI GY -3.7
26. 1 TO 4 UNIGZ -3.6
29. JOINT LOAD
30. 1 2 4 FY -37 FZ -94
31. 5 FY -13 FZ -12
32. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 5/ 4/ 3.
SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER
ORIGINAL /FINAL BAND - WIDTH= 1/ 1/ 12 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 24
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS
REQRD /AVAIL. DISK SPACE = 12.0/ 413048.3 MB
M: \Projects \2011\11.00513\A1PO420 PHASE 391STAAD\Horiz Pipe.anl Page 1 of 4
Thursday, September 06, 2012, 02:16 PM
33. PRINT SUPPORT REACTION LIST 3
SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = SPACE
JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z
3 1 0.00 168.40 337.20 0.00 492.00 - 144.00
* * * * * * * *.! ** *** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * **
34. PRINT MAXFORCE ENVELOPE NSECTION 12 LIST 1 TO 4
MEMBER FORCE ENVELOPE
ALL UNITS ARE POUN FEET
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX -37.00 0.00 1 177.60 4.00 1
-94.00 0.00 1 0.00 0.00 1 0.00 0.00 1
MIN -51.80 4.00 1 0.00 0.00 1
- 108.40 4.00 1 - 404.80 4.00 1 0.00 4.00 1
2 MAX -88.80 0.00 1 362.60 2.00 1
- 202.40 0.00 1 - 404.80 0.00 1 0.00 0.00 1
MIN -96.20 2.00 1 177.60 0.00 1
- 209.60 2.00 1 - 816.80 2.00 1 0.00 2.00 1
3 MAX 72.20 0.00 1 218.60 0.00 1
127.60 0.00 1 - 76.80 2.00 1 0.00 0.00 1
MIN 64.80 2.00 1 81.60 2.00 1
120.40 2.00 1 - 324.80 0.00 1 0.00 2.00 1
4 MAX 27.80 0.00 1 81.60 0.00 1
26.40 0.00 1 0.00 4.00 1 0.00 0.00 1
MIN 13.00 4,00 1 0.00 4.00 1
12.00 4.00 1 -76.80 0.00 1 0.00 4.00 1
** * * * * * * ** END OF FORCE ENVELOPE FROM INTERNAL STORAGE * * * * * * * * **
35. PRINT SECTION DISPL LIST 1 TO 4
MEMBER SECTION DISPLACEMENTS •
UNIT = INCHES FOR FPS AND CM FOR METRICS /SI SYSTEM
M:1 Projects \2011511.005131A1PO420_PHASE 39 \STAAD1Horiz Pipe.anl Page 2 of 4
•
Thursday, September 06, 2012, 02:16 PM
1 1 0.0000 - 0.3280 - 0.7489 0.0000 - 0.3019 - 0.6890
0.0000 - 0.2760 - 0.6294 0.0000 - 0.2503 - 0.5704
0.0000 - 0.2250 - 0.5123 0.0000 - 0.2003 - 0.4555
0.0000 - 0.1762 - 0.4004 0.0000 - 0.1529 - 0.3472
0.0000 - 0.1306 - 0.2962 0.0000 - 0.1093 - 0.2479
0.0000 - 0.0894 - 0.2025 0.0000 - 0.0709 - 0.1605
0.0000 - 0.0540 -0.1221
MAX LOCAL DISP = 0.03922 AT 28.00 LOAD 1 L /DISP= 1223
2 1 0.0000 - 0.0540 - 0.1221 0.0000 - 0.0462 - 0.1044
0.0000 - 0.0388 - 0.0878 0.0000 - 0.0320 - 0.0723
0.0000 - 0.0257 - 0.0581 0.0000 - 0.0200 - 0.0452
0.0000 - 0.0150 - 0.0338 0.0000 - 0.0106 - 0.0239
0.0000 - 0.0069 - 0.0156 0.0000 - 0.0040 - 0.0089
0.0000 - 0.0018 - 0.0041 0.0000 - 0.0005 - 0.0011
0.0000 0.0000 0.0000
MAX LOCAL DISP = 0.02979 AT 12.00 LOAD 1 L /DISP= 805
3 1 0.0000 0.0000 0.0000 0.0000 - 0.0003 - 0.0004
0.0000 - 0.0011 - 0.0016 0.0000 - 0.0024 - 0.0035
0.0000 - 0.0041 - 0.0060 0.0000 - 0.0063 - 0.0092
0.0000 - 0.0088 - 0.0129 0.0000 - 0.0118 - 0.0170
0.0000 - 0.0150 - 0.0217 0.0000 - 0.0186 - 0.0267
0.0000 - 0.0225 - 0.0320 0.0000 - 0.0266 - 0.0377
0.0000 - 0.0310 - 0.0436
MAX LOCAL DISP = 0.01115 AT 10.00 LOAD 1 L /DISP= 2152
4 1 0.0000 - 0.0310 - 0.0436 0.0000 - 0.0403 - 0.0559
0.0000 - 0.0503 - 0.0688 0.0000 - 0.0609 - 0.0824
0.0000 - 0.0721 - 0.0965 0.0000 - 0.0838 - 0.1110
0.0000 - 0.0958 - 0.1259 0.0000 - 0.1082 - 0.1411
0.0000 - 0.1209 - 0.1565 0.0000 - 0.1338 - 0.1722
0.0000 - 0.1468 - 0.1880 0.0000 - 0.1599 - 0.2039
0.0000 - 0.1731 - 0.2198
MAX LOCAL DISP = 0.00881 AT 20.00 LOAD 1 L /DISP= 5449
* * * * * * * * * * ** END OF SECT DISPL RESULTS * * * * * * * * * **
36. PARAMETER 1
37. CODE AISC UNIFIED
38. FYLD 5.04E +006 ALL
39. METHOD ASD
40. CHECK CODE ALL
STAAD.PRO CODE CHECKING - ( AISC - 360 -05 -ASD)
************ * * **** * * ** ** * * * * ** *** ***** ** * **
ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MB LOCATION
1 ST PIPS20 (AISC SECTIONS)
PASS Clause H1 /2 0.438 1
0.00 T - 404.80 177.60 4.00
M: \Projects■2011111.005131A1PO420 PHASE 391STAAD\Noriz Pipe.anl Page 3 of 4
Thursday, September 06, 2012, 02:16 PM
2 ST PIPS20 (AISC SECTIONS)
PASS Clause H1/2 0.887 1
0.00 T - 816.80 362.60 2.00
3 ST PIPS20 (RISC SECTIONS)
PASS Clause H1/2 0.409 1
0.00 T - 324.80 218.60 0.00
4 ST PIPS20 (RISC SECTIONS)
PASS Clause H1/2 0.119 1
0.00 T -76.80 81.60 0.00
41. FINISH
* * * * * * * * * ** END OF THE STAAD.Pro RUN * * * * * * * * * **
* * ** DATE= SEP 6,2012 TIME= 14:16:34 * * **
***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
* For questions on STAAD.Pro, please contact
* Bentley Systems Offices at the following locations *
* *
* Telephone Web / Email
* *
* USA: +1 (714)974 -2500
* CANADA +1 (905)632-4771 detech @odandetech.com *
* UK +44(1454)207 -000
* SINGAPORE +65 62.25.6158
* EUROPE +31 23 5560560
* INDIA +91(033)4006 -2021
* JAPAN +81(03)5952 -6500 http: / /www.ctc- g.co.jp *
* CHINA +86 10 5929 7000
* THAILAND +66(0)2645- 1018/19 partha.p @relsoftwareth.com
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* worldwide http: / /selectservices .bentley.com /en - US/ *
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M: \Projects12011111.005131A1PO420 PHASE 391STAAD1Horiz Pipe.anl Page 4 of 4
-9 Job No Sheet No Rev
Software licensed to 2861 MC 1 Part
Job Title Ref
By Date06- Sep-12 Chd
Client File Vert Pipe.std I°ate ime 06 Sep - 2012 14:27
168.000 Ib
3
1.728 kiplin
904 kip -in
337.000 Ib
t.�
r .- 7.0001bflft
.16.000 Ib
1.::,a
+ �` '` .728 kip
- o o -r6r�n
--._..........._�
• 904 kip -in
- 337.000 Ib
Print Time/Date: 06109/2012 14:28 STAAD.Pro V8i 20.07.05.15 Print Run 1 011
Thursday, September 06, 2012, 02:29 PM
•
********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
* *
* STAAD.Pro
* Version 2007 Build 05
* Proprietary Program of
* Bentley Systems, Inc.
* Date= SEP 6, 2012
* Time= 14:29:31
* *
* USER ID: 2R61MQ1
********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
1. STAAD SPACE
INPUT FILE: Vert Pipe.STD
2. START JOB INFORMATION
3. ENGINEER DATE 06- SEP -12
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT FEET POUND
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 2.5 0; 3 0 5 0
9. MEMBER INCIDENCES
10. 1 1 2; 2 2 3
11. DEFINE MATERIAL START
12. ISOTROPIC STEEL
13. E 4.176E +009
14. POISSON 0.3
15. DENSITY 489.024
16. ALPHA 6E -006
17. DAMP 0.03
18. END DEFINE MATERIAL
19. MEMBER PROPERTY AMERICAN
20. 1 2 TABLE ST PIPS40
21. CONSTANTS
22. MATERIAL STEEL ALL
23. SUPPORTS
24. 2 FIXED
25. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
26. SELFWEIGHT Y -1 LIST 1 2
27. MEMBER LOAD
28. 1 2 UNI GZ -7
29. JOINT LOAD
30. 1 3 FY -168 FZ -337 MY -492 M2 144
31. PERFORM ANALYSIS
PROBLEM S TAT I S T I C S
NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 3/ 2/ 1
SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER
ORIGINAL /FINAL BAND- WIDTH= 1/ 1/ 6 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 12
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS
REQRD /AVAIL. DISK SPACE = 12.0/ 413022.2 MB
M: 1Projects12011 111.005131A1PO420_PHASE 391STAAD1Vert Pipe.anl Page 1 of 3
Thursday, September 06, 2012, 02:29 PM
32. PRINT SUPPORT REACTION LIST 2 3
SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = SPACE
JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z
2 1 0.00 389.83 709.00 0.00 984.00 - 288.00
* * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * **
33. PRINT MAXFORCE ENVELOPE NSECTION 12 LIST 1 2
MEMBER FORCE ENVELOPE
ALL UNITS ARE POUN FEET
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX 0.00 0.00 1 144.00 0.00 1
- 337.00 0.00 I 0.00 0.00 1 168.00 T 0.00 1
MIN 0.00 2.50 1 144.00 2.50 1
- 354.50 2.50 1 - 864.38 2.50 1 194.91 T 2.50 1
2 MAX 0.00 0.00 1 - 144.00 0.00 1
354.50 0.00 1 0.00 2.50 1 194.91 C 0.00 1
MIN 0.00 2.50 1 - 144.00 2.50 1
337.00 2.50 1 - 864.38 0.00 1 168.00 C 2.50 1
** * * *** * ** END OF FORCE ENVELOPE FROM INTERNAL. STORAGE * * * * * * * * **
34. PRINT SECTION DISPL LIST 1 2
MEMBER SECTION DISPLACEMENTS
UNIT =INCHES FOR FPS AND CM FOR METRICS /SI SYSTEM
MEMB LOAD GLOBAL X,Y,Z DISPL FROM START TO END JOINTS AT I /12TH PPS
1 1 0.0037 - 0.0001 - 0.0153 0.0031 - 0.0001 - 0.0134
0.0026 0.0000 - 0.0116 0.0021 0.0000 - 0.0098
0.0016 0.0000 - 0.0080 0.0013 0.0000 - 0.0064
0.0009 0.0000 - 0.0049 0.0006 0.0000 - 0.0035
0.0004 0.0000 - 0.0024 0.0002 0.0000 - 0.0014
0.0001 0.0000 - 0.0007 0.0000 0.0000 - 0.0002
0.0000 0.0000 0.0000
M: 1Projects12011111.005131A1PO420 PHASE 391STAAUIvert P.ipe.anl Page 2 of 3
Thursday, September 06, 2012, 02:29 PM
2 1 0.0000 0.0000 0.0000 0.0000 0.0000 - 0.0002
- 0.0001 0.0000 - 0.0007 - 0.0002 0.0000 - 0.0014
- 0.0004 0.0000 - 0.0024 - 0.0006 0.0000 - 0.0035
- 0.0009 0.0000 - 0.0049 - 0.0013 0.0000 - 0.0064
- 0.0016 0.0000 - 0.0080 - 0.0021 0.0000 - 0.0098
- 0.0026 - 0.0001 - 0.0116 - 0.0031 - 0.0001 - 0.0134
- 0.0037 - 0.0001 - 0.0153
MAX LOCAL DISP = 0.00297 AT 12.50 LOAD 1 L /DISP= 10108
* * * * * * * * * * ** END OF SECT DISPL RESULTS * * * * * * * * * **
35. PARAMETER 1
36. CODE AISC UNIFIED
37. FXLD 5.04E +006 ALL
38. METHOD ASD
39. CHECK CODE ALL
STAAD.PRO CODE CHECKING - ( AISC - 360 -05 -ASD)
************* * ** * * * ** * * * * ** *** ** * * * * * * * * ** **
ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MX MZ LOCATION
s = = = == =s-
1 ST PIPS40 (AISC SECTIONS)
PASS Clause 111/2 0.137 1
- 194.91 T - 864.38 144.00 2.50
2 ST PIPS40 (AISC SECTIONS)
PASS Clause H1 /2 0.137 1
194.91 C - 864.38 - 144.00 0.00
40. FINISH
* * * * * * * * * ** END OF THE STAAD.Pro RUN * * * * * * * * * **
* * ** DATE= SEP 6,2012 TIME= 14:29:32 * * **
***************************** * * * ** * * ** * * * * * * * * * * * * * * * ** * ** **
For questions on STAAD.Pro, please contact
• Bentley Systems Offices at the following locations *
* *
* Telephone Web / Email
* *
* USA: +1 (714)974 -2500
* CANADA +1 (905)632 -4771 detech @odandetech.com *
* UK +44(1454)207 -000
* SINGAPORE +65 6225 -6158
* EUROPE +31 23 5560560
* INDIA +91(033)4006 -2021
* JAPAN +81(03)5952 -6500 http: / /www.ctc- g.co.jp *
* CHINA +86 10 5929 7000
* THAILAND +66(0)2645- 1018/19 partha.p @reisoftwareth.com *
* *
* Worldwide http: // selectservices .bentiey.com /en -US/ *
* *
************************* k*** * * * ** * * * * * * * * * * ** ** * * ** * * * *** **
M:l Projects 12011t11.005131A1PO420_PHASC 391STAAD\Vert Pipe.anl Page 3 of 3
Badger State Inspection, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715- 533 -8686
September 1, 2012
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Approval of the Structural Assessment Calculations for the T- Mobile Antenna Upgrade
on the Tower Street Water Tower Located in the City of Prior Lake, Minnesota.
T- Mobile Site Number: A1PO420A Site Name: Tower St. WT
BSI Project WI 1040
Dear Mr. Hutchins:
Badger State Inspection (BSI) has reviewed the revised June 19, 2012 structural assessment (which
contained the supporting calculation) provided by Isaac Odland, P.E. (Reg. No. 47985) of Ulteig
Engineering. BSI agrees with the report that the impact on the tower as a result of the additional loading
will be minimal therefore we recommend you accept the structural report for the T- Mobile upgrade on the
Hallmark water tower.
If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
/1, C, A/4
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2012Antenna \WI1040 Prior Lake, MN Tower Street WT\ T- Mobile Upgrade \Structural Calculation Approval 09 -11 -12 \aloe
1
Badger State Inspection, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
September 1, 2012
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Drawing Approval of the Proposed T- Mobile Antenna Upgrade on the Tower Street Water
Tower Located in the City of Prior Lake, Minnesota.
T- Mobile Site Number: A1PO420A Site Name: Tower St. WT
BSI Project WI 1040
Dear Mr. Hutchins:
Badger State Inspection (BSI) has completed the final review of the T- Mobile (Rev 1) drawings dated
August 30, 2012 for the above referenced antenna upgrade on the Tower 1 water tower. It appears the
recommendations of the BSI initial review dated August 4, 2012 have been added to the drawings.
Therefore we find that the drawings represent an installation that is acceptable to BSI. Unless the City
has additional outstanding requirements, BSI recommends that the City of Prior Lake approve the
drawings as submitted.
A preconstruction conference with T- Mobile representatives, their contractor and subcontractor(s), the
City of Prior Lake, and BSI can be scheduled to discuss the construction. It should be relayed to the
contractor that BSI will be inspecting the welding, surface preparation, and coating during this project
(including shop coating). The contractor will need to contact BSI to schedule both field and shop
inspections. If you have any questions, feel free to contact me at 715 -533 -8686
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2012Antenna \WI1040 Prior Lake, MN Tower Street WT\ T- Mobile Upgrade\Drawing Approval 09- 01- 12 \.doc
1
LLC
Badger State Inspection,
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
August 4, 2012
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Initial Review of the Proposed T- Mobile Antenna Installation on the Tower Street Water
Tower Located in the City of Prior Lake, Minnesota.
T- Mobile Site Number: A1PO420A Site Name: Tower St. WT
BSI Project WI 1040
Dear Mr. Hutchins:
Thank you for providing Badger State Inspection (BSI) with the opportunity to assist the City of Prior
Lake with this project. It appears that this installation consists of replacing the six (6) existing antennas
with nine (9) new antennas (3 per sector). The antennas are located on the fluted column at approximately
85' RAD center. T- Mobile will also be adding six (6) new RRU's, four (4) COVP Boxes, TMA's and
three (3) hybrid cables.
BSI has reviewed the 7/02/2012 drawings provided by T- Mobile regarding the proposed antenna
installation and we offer the following observations and recommendations to forward to T- Mobile:
1. BSI recommends that the City of Prior Lake not accept any version of the drawings until a
certified structural report is included with the plans. It appears that Velocitel is responsible for the
plans. BSI recommends that the final drawings be stamped and signed by a Professional Engineer
registered in the State of Minnesota.
2. Under T -1 in the Site information column, please add the following under Owner's
Contact:
Jacob Theisen
Maintenance Manager
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
(952) 447 -9899
3. Under S1 General Notes Add the Following: The drawings should include an additional section
titled As -Built Plans and should read as follows: At the completion of the installation, T- Mobile
shall be responsible for providing the City with a set of final as -built drawings. It is the
contractor's responsibility to document and report any changes made during construction so the
work is accurately shown on the as -built plans.
1
4. Drawing N1 Painting Specifications Add the Following to the end of the painting
instructions:
Antennal panel painting instructions:
i. Hand scarify with 120 grit sand paper
ii. Solvent wipe the antennas with Denatured alcohol
iii. Prime with Sherwin Williams Pro -Cryl primer at 2.0 -4.- mils DFT
iv. Finish coat with Sherwin Williams Sher -Cryl high performance Acrylic at
2.0 -4.0 mils DFT
v. Color to match the existing color on the tower
5. Drawings S1 Detail B: In the RRU's Optional Mounting Note: Please modify the note: A
chain mount will not be an accepted alternative for mounting the RRU's. It is an option to weld a
bracket specifically for the RRU's and COVP boxes behind the tower leg.
6. Drawing S -1 General Notes and details: Provide a drawing to show a sector mounting
attachment to a leg. Show details of the welds to the legs and brackets used. The drawing should
include a before and after modification complete with proposed location of the TMA's, RRU,s
and COVP Box as well as the antennas. Change the drawing to note all new attachments are
required to be seal welded. The new mounting pipes shall have welded end caps on both ends of
the pipes.
7. Drawing S -1 Please Add the Following Note: In general, where angle adapters, clamps, or any
other areas of which there is metal to metal contact, provide a neoprene with a metal shim
between the part and the base material to prevent excess damage to the coating and provide a
moisture barrier in the event of coating damage.
8. Drawing Si: Please provide dimensions of the COVP box(s), the RRU's, and the TMA's. This
may help to determining where these items can be mounted without affecting working space
inside the tower.
9. Drawings RF -1 and RF -2 are all outside BSI's areas of expertise and were not reviewed.
10. It should be noted that nothing installed should interfere with normal operation or use of the
tower.
11. Please provide a label on the door of T- Mobile's equipment cabinets to clearly identify T-
Mobile's contact information. Labels should also be added to T- Mobile's equipment near the
antennas (COVP, RU, and TMA's). This will help the owner identify T- Mobile's equipment and
contact information if there becomes an issue with the equipment. Information on the label
should include but is not limited to the following:
a. Owner
b. Site Number
c. Site name
d. Contact name and contact information(Corporate and Local)
These recommendations should be incorporated into the construction drawings and an updated copy
provided for our review, in addition to the one provided to the City of Prior Lake. Following final review
and approval, a preconstruction conference with T- Mobile, their contractor and subcontractor(s), the City
2
of Prior Lake, and BSI should be scheduled to discuss the construction. Prior to construction, (if
required) the contractor should provide welder's qualification certificates for our review.
It should be relayed to the contractor that BSI will be inspecting the welding, surface preparation, and
coating during this project (including any shop coating). The contractor will need to contact BSI to
schedule both field and shop inspections. If you have any questions, feel free to contact me at 715 -533-
8686.
Sincerely,
Xrf. C,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2012Antenna \WI1040 Prior Lake, MN Tower Street WT\ T- Mobile Upgrade\Review Number 1 \.doc
3