HomeMy WebLinkAboutBuilding Permit (Monopole) 07-1047 DATE TIME
CITY OF PRIOR LAKE G ��
INSPECTION NOTICE SCHEDULED
ADDRESS � tj
OWNER CONTR.
PHONE NO, PERMIT NO. 7— l Q �
O FOOTING ❑ PLUMBING RI ❑ EX/GRADIFILLING
❑ FOUNDATION ❑ MECH RI O COMPLAINT
❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI
❑ INSULATtON ❑ SEWER HOOKUP O FIREPLACE FINAL
�.FINAL ❑ PLUMBING FINAL ❑ GASUNE AIR TST
O SITE INSPECTION ❑ MECH FINAL O
COMMENTS:
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c) i ►�s rP.1� c: cM� .
❑ WORK SATISFACTORY, PROCEED
❑ CORRECT TI AND PROCEED
❑ CORREC WO , CALL FOR REINSPECTION BEFORE COVERING
Inspector: OwnedContr.
C -9850 FOR THE NEXT INSPEC710N 24 HOURS IN ADVANCE.
CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFBTY!
uns�vori
oF PRIp� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
� ; TEMPORARY CERTIFICATE OF ZO1vING COMPLIANCE g�����
AND UTILITY CONNECTIUN PERMIT
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���'NeS��� I White Fila
Z R� �;,, PERMIT NO. d� � b¢ 7
� vdioW AppliaM
Plcase or ' t aad si at bottom
ADDRESS . ZONING toffi« ux>
l�la°19 W��s �A�t.Kw,�`f �2icx�. c,�r�c�. ss3�Z � v D
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION ����'� PID d�.S' �.a O��I "O
�w�vEx �� SP�� (Phone) �i11.�$S°l—al'?67 _---
(a►aa�� M � M n!
- �� �.ut,�i.TOa �a2-ozoo
(Company Name) hone) �� " _
(Contact Name) ���1�.� �2�� �Phone) �� l �.-" � � — � � ��
(Address) a'100 . �Crb'1/r . S"C� � 1
TYPE OF WORg New Consduction ❑Deck ❑Porch ❑Re-Roofing �Re-Siding ❑Lower Level Fimsh ❑ Fircpiace
❑Addidon I]Alteration ❑Udliry Connection ❑ Misc.
• CODE: ❑I.R.C. I.B.C. PROJECT COST/VALUE S�.�0, •�
Type of Constiucti� I II III IV V A B/j� (excluding land)
pcaipraacy Group: A B E F H I M R$' U�
Division: 1 2 3 4 S ��
I hercby artily thu I have fumished information on ihis applieitbn whieh ia to the best oP my lmowiedge we and cocrect. 1 also catily Hut I am the oxmrr ix authanzcd agent for the
above-menuoned property and that ail conaauction will rnnform to all exiating atate and bcal laws and wiU protted in accordana wiM submitted plans. I am awue that tlx buitding
official can mroke ttw rrmit for'ust cauat. Furthermon, l haeby agrce Hfat the c�ty official or a designee may rnttt upon the property to perForm needed mspcctions.
X ` ,�o.�,. u3ot2. $-i6-�o� _
S' ture Conmctor'a Lianse No. Date
Prnnit Valuarion 2� �� Q �� Park Support Fee # 5
Perrnit Fee S 3� ��� SAC # S
Plan Check Fee S Z�j �� S Water Meter Size 5/8";1"; S
State Surcharge S � �, p o Pressure Reducer S
Penalty S Sewer/Water Connection Fa # S
Plumbing Prrnut Fee S Water Tower Fee # S
Mechanical Permit Fee S Builder's Deposit a
Sewer & Water Permit Fee S Other S
Gas Fireplaa Permic Fee S TOTAL DUE /D, 30, a s�' �`3 35' �
This Application Becomes Yau Baildlag Permit When Approved Paid .� R i t I�10.
���� �� � 3 D Date v. .� B
Buildin Utlicial D
Tlua �s to certily that thc rcquest in the above applicatwn and accompanying documenb is in accordance with the City Zoning Ordinance and may proceed aa requcsted. Td'u dacummt
whrn signed by the Ciry Ptanner wnatitutcs a tempwary CertiRcate of Zoning compliance and allowa conswction to rnmmenee Befare �ccupaney, a G.�ctificaM of Occupancy must be
issued
�� ''..3l� ' �?
ng n;reccor nace speciat if.n
24 hour notice for a0 inspections (952) 447-9850, tsx (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
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BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT �uL L�� I��
APPLICATION RECEIVED �- �?- O 7
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/ ¢ 8 GI/l�.OS �A�� (il/� l,
Accepted Accepted With Corrections
Denied
, � ,.
Reviewed By: a��it�.. '��.c.�!-� Date: Z`l O
. . ', .
Comments: .
, . .
.-��-� iLc �a' dn�- '�c �a.t�. � ' ' R. .,,8-.�- �
` ' ..�,� �- s� �
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"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
O � PRip�
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White - Building
,� ,� � � ana - Engineering
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BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT f' `
, � L �.- r` �., l �' /' ��
APPLICATION RECEIVED '� � � 1 � ' �
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
° ., {
f ._'�- �/ / j "�' j / ( (�,� /�
/ I ' �' � � 1 . � � L..-✓ ...._ �'..�'�. j J [' l �, t---' 1
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Accepted Accepted W'rth Corrections
�
Denied
Reviewed By: Date: �� �a r �7
Comments:
,
�
"The issuance or granting of a permit or approval of plans, specifications� and
computations shall not be construed to be a permit for, or an approval of, a�ny viola�'on of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
�� PRI
ti � 4646 Dakota Street S.E.
�j � Prior Lake, MN 55372-1714
`�'INrvESO'��'
September 12, 2007
Trueman Site Acquisition
Attn: Steve Trueman
6842 Merrimac Lane N.
Maple Grove, MN 55311
RE: Site Plan Review for SprinUNextel
Case File No.: 07-134
Dear Mr. Trueman:
The Deveiopment Review Committee (DRC) has completed its review of the
above referenced application. This letter serves as official notice of approval.
However, before a building permit can be issued for the site, the following items
must be submitted:
• Payment of all fees and signed agreements with the City of Prior Lake
must be conducted with the Finance Department.
• A Surety Bond must be submitted to the Finance Department.
If you have questions concerning the above fee or bond requirements, feel free
to conta�t Ralph Teschner at (952�47-9841. In I can assist you in answering
any questions related to the review process, I can be reached at (952) 447-9813.
Sincerely,
��►� �,, , �,,�.�,,"
Danette Moore
Planning Coordinator
c:�documents and settings�dmoore.priorlakechM�tse�[�ti�rr►et files\olk2flapproval(2).doc
Phone 952.447.9800 / Fax 952.447.4245
DEPARTMENT QF
BUILQING AND INSPEGT�ON
" .�
.
SITE ADDRESS ,G�.�
TYPE OF WORK /� d� LF`
USE (�F BUILDING � —~ T � "
PERMIT NO. �7 - l�`�' � DATE ISSUED a 7
BUILDER ,F�GlGG E1K. ?"`L�il1 PHONE #,(�r/Z - $S9' -�'$7.._..�
NOTE: THIS IS NOT A PERMIT FOR AMY QF THE INSPEGTIC)NS BELOW ��,
THE PERMIT IS BY SEPARATE D4CUMENT �� .
- u�croR c�►� l � • .
�� *
PLACE N� CONCRETE UNTIL ABOYE HAS BEEN SIGNED
FRAAAING
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FINAL °
FQR ALL INSPECTIDNS t952) 447-9850
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,
,
Structural Report
'
Prepared for: FMHC
Proposed Antennas on
Existing 65' Monopole
c '���� Sprint/Nextel Site No. MS73XC331-B
� Prior Lake
� 14998 Wilds Parkway
�� �� Prior Lake, MN 55372
.
/
f � , August 13, 2007
� �
�� :�;,,•�,A �.)
C ITY 0 F PR I 0 R LAKE � hereby certify that this plan� specification.
report was prepared by me or under my dir t
BUILDIN PERMIT PLAN REVIEW supervision and that I am a duly l.icen ed
P�ofessiona ineer nder the taws of e
� ' State of ' neso .
INSPECTOR - Print Na��e Y. BEL' AM A ,
DATE � 34� �7 PERMIT NO. � Signature:
p ACCEPTED AS SUBMITTED
ACCEPTED WITE 1 CORRECTIONS AS NOTED �ate: � � Li ense 4301 �
L�7 NOT ACCEPTED-CORRECT 8� RESUBMIT �
These s�omments �+e for yau infcxrriation. AN wo�ic shaN be done
in fuq oomplianoe with at( applicabte building & zoning code re-
quirerr�ts indudi�g �te�rns not specifically noted In this r+eview.
KEEP THIS PLAN SET ON SITE AT ALL TIMES.
�V'��i�"�Oj"� 9700 West Higgins Road, Suite 800, Rosemont, IL 60018
� ���� ���� Phone: (847) 292 0200 Fax: (847) 292 0205
Results
The results of the structural analysis are summarized as follows:
Tower Mast The tower members are adequate for new and existing loads,
with a maximum stress ratio of 45.4% in the section from Elev. 0'
to 26' AGL.
Deflection/Tilt/Twist Basic wind speed, with 1/2" radial ice
Max. 9.692" / 1.1897 deg. / 0.000 deg. @ Elev. 65' AGL
Max. 8.698" / 1.1295 deg. / 0.000 deg. @ Elev. 61' AGL
Max. 6.060" / 0.9646 deg. / 0.000 deg. @ Elev. 50' AGL
Operational Wind Speed (50 mph)
Max. 3.786" / 0.4648 deg. / 0.000 deg. @ Elev. 65' AGL
Max. 3.398" / 0.4356 deg. / 0.000 deg. @ Elev. 61' AGL
Max. 2.367" / 0.3592 deg. / 0.000 deg. @ Elev. 50' AGL
Foundation Tower Base — Structural analysis shows that the tower members
are adequate for new and existing loads. The capacities of the
members are well below the code-specified limits. Therefore, the
tower base foundation can be assumed adequate.
Geotechnical No geotechnical information was available during this analysis.
Recommendations
All the coax cables should be installed inside the monopole.
Analysis Data
The following is based on information provided by the client, field investigation, and other
determination by Fullerton Engineering Consultants or third parties. .
Site Location 14998 Wilds Parkway, Prior Lake, MN 55372
Configuration 65' long 12-sided polygon monopole with 17 7/8" minimum and
33" maximum diameter shaft.
Origination Date 01/12/2005
� Modification History Information not available
References Original tower drawings by Ehresmann Engineering, Inc., dated
01 /12/2005 .
Fullerton Engineering Consultants Page 3
�� :�_., ..
Assumptions
This analysis is based on the theoretical capacity of the members and is not a condition
assessment of the tower. The analysis is based solely on the information supplied, and the
results, in turn, are only as accurate as data extracted from this information. Fullerton has been
instructed by the client to assume the information supplied is accurate, and Fullerton has made
no independent determination of its accuracy. The following assumptions were made for this
structural analysis:
❑ The tower member sizes and geometry are considered accurate as supplied. The
material grade is as per data supplied and/or as assumed and stated in the materials
section.
❑ The existing tower is assumed to have been properly maintained in accordance with the
TIA/EIA Standard and/or its original manufacturer's recommendations. The existing
tower is assumed to be in good condition with no structural defects and with no
deterioration to its member capacities.
❑ The antenna configuration is as supplied and/or stated in the analysis section. It is
assumed to be complete and accurate. All antennas, mounts, coaxial cables and
waveguides are assumed to be properly installed and supported as per the
manufacturer's requirements.
❑ The antennas, mounts and lines stated in the appurtenance loading schedule represent
Fullerton's understanding of the overall antenna configuration. If the actual configuration
is different than above, then this analysis is invalid. Please refer to the Appendix for the
projected wind areas used in the calculations for antennas and mounts. If variations or
discrepancies are identified, please inform Fullerton.
❑ Some assumptions are made regarding antenna and mount sizes and their projected
areas based on a best interpretation of the data supplied and a best knowledge of
antenna type and industry practice.
❑ The existing foundation is assumed to be in good condition with no structural defects
and with no deterioration to its member capacities.
a The soil parameters are as per data supplied, or as assumed, and stated, in the
calculations.
❑ All welds and connections are assumed to develop at least the member capacity, unless
determined otherwise and expticitly stated in this report.
❑ All prior structural modifications, if any, are assumed to be as per date supplied/
available, to be properly installed and to be futly effective.
Scope and Limitations
The engineering services rendered by Fullerton Engineering Consultants, Inc. (Fullerton) in
connection with this structural analysis are limited to a computer analysis of the tower structure,
size and capacity of its members. Fullerton does not analyze the fabrication, including welding
and connection capacities, except as included in this Report.
The information and conclusions contained in this report were determined by application of the
current "state of the art" engineering and analysis procedures and formulae, and Fullerton
assumes no obligation to revise any of the information or conclusions contained in this report in
Fullerton Engineering Consultants Page 4
the event such engineering and analysis procedures and formulae are hereafter modified or
revised.
Fullerton makes no warranties, expressed or implied in connection with this report and disclaims
any liability arising from original design, material, fabrication and erection deficiencies or the "as-
built" condition of this tower. Fullerton will not be responsible whatsoever for or on account of
consequential or incidental damages sustained by any person, firm, or organization as a result
of any data or conclusions contained in this report.
Installation procedures and loading are not within the scope of this report and shoufd be
performed and evaluated by a competent tower erection contractor.
Fullerton Engineering Consultants Page 5
Appendix
sson
�
• I I ' �
� I i � j� I DESIGNED APPURTENANCE LOADING
� i ( � � TYPE ELEVATION TYPE ELEVATION
� I
( i Sven 65 KMW HB-X-PA-1690-00T �,50
' � � . . , . , i �, (SpnnUNextel) �
, (2) LPD-7905/8 w/Mount Pipe 61
�I � - - - - -- -- -- - — -----�------- ---
— � � (2) LPD-7905/8 w/Mount Pipe 61 _ ', KMW HB-X-PA-16-90-00T , 50
- (SpnntlNextel)
(2) LP0.7905/8 w/Mount Pipe 61 I----
' I (2) LPA-185080BCFx2 61 KMW HB-X-PA-16-90-00T , 50
, - - �', (SpnnVNextel)
(2) LPA-185080BCFx2 61 _� Siren Control box and ice shield � 30
' (2) LPA-185080/8CPx2 61 - - — - - - -- -' - - --
� 15' Low Profile Plattorm (Monopole) 61
, � ,, 13' Low Profile Platform (Monopole) 50 I
(SprrntlNextel)
I
I , MATERIAL STRENGTH
�
GRADE Fy Fu GRADE Fy Fu
, ', ; . � .� _..• -_ _ A572-50 50 ks� 65 ksi
,�
i � -- TOWER DESIGN NOTES
g� o i��� i � � 1. Tower is located in Scott County, Mmnesota.
"�; �� � �• � � 2. Tower designed for a 80 mph basic wmd in accordance with the TIA/E A-222-F Standard.
� �� � 3. Tower is also designed for a 69 mph basic wind with 0.50 in ice.
I ', 4. Deflections are based upon a 50 mph wind.
I i � ii' 5. TOWER RATING: 45.4°/a
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SHEAR MOMENT
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Fullerton Engineering °b MS73XC331-B rior Lake
9700 W. Higgins Rd. Suite 800 P `°'�' ss �. Mono ok
Rosemont, I! 60018 C11e "�" SprinUNextel �"'" b Y K. Hu ^�'d�
Phone: (847) 292-0200 � Ode TIA/EIA-222-F �� 08N3/07 �Q P
FAX: 847 292-0206 Pae' owg N°.
Summary
The structural analysis was performed by Fullerton Engineering Consultants, as requested by
the client, to determine the compliance of existing monopole structure with the governing
building code, 2003 la/linnesota Building Code and the industry standard, ANSI/TIA/EIA-222-F
(Structural Standards for Steel Antenna Towers and Antenna Supporting Structures). The
analysis considers the tower properties, existing antennas and proposed antennas and the
required loading criteria.
In conclusion, the stresses in the monopole are in conformance for the load�ing
considered.
Analysis Criteria
The structural analysis was performed with the following criteria:
Codes 8� Requirements 2003 Minnesota Building Code
ANSI/TIA/EIA-222-F (1996), Structural Standards for S eel
Antenna Towers and Antenna Supporting Structures
Basic Wind Speed 80 mph (fiastest mile) / 100 mph (3-second gust), with 1/2" ra ial
ice
Appurtenance Loading Schedule
���'Y. ,•" w :,.: ; . . . � . :���9 -°��"�� � .'�: ' .. :;w':�.�;":' '��"y�x=°:�
(ft.=AGL) �'�ppurtenance , Transmission' �.�"n�s
Praposed .
50' (3) KMW HB-X-PA-16-90-OOT antennas with (1) (6) 1 5/8" inside the
12' low profile platform monopole
Existing �
65' (1) Federal Signal Corporation Siren Model No.
2001-130
61' (6) Antel LPD-1905-8 antennas and (6) Antel (12) 1 5/8" inside the
LPA-185080 antennas with (1) 14' low profile monopole
platform
30' Siren control box and ice shield
Fullerton Engineering Consultants Pa e 2
e =:,-.� .
Page
� ��'S� � Job MS73XC331-B Prior Lake 1 of 14
Fullerton Engineering Project �ate
9�0o w. x:��rn., R�t. sZ�tr� sno 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phone: (847) 292-0200 SprinUNextel K. Hu
FAX� (847) 292-0206
� Tower� In ut Data � ���-`�_ =
There is a pole section.
This tower is designed using the TIA/EIA-222-F standard.
The following design criteria apply:
Tower is located in Scott County, Minnesota.
Basic wind speed of 80 mph.
Nominal ice thickness of 0.5000 in.
Ice density of 56 pcf.
A wind speed of 69 mph is used in combination with ice.
Temperature drop of 50 ° F.
Deflections calculated using a wind speed of 50 mph.
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1333.
Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not consi red.
� , C� tions . ' „x `
Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder
Consider Moments - Horizontals Assume Legs Pinned Use ASCE ] 0 X-Brace Ly Rules
Consider Moments - Diagonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces
Use Moment Magnification � Use Clear Spahs For Wind Area Ignore Redundant Members in FEA
� Use Code Stress Ratios � Use Clear Spans For KL,/r � SR Leg Bolts Resist Compression
� Use Code Safety Factors - Guys Retension Guys To Initial Tension � All Leg Panels Have Same Allowable
Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation
Always Use Ma�c Kz � Use Azimuth Dish Coefficients Consider Feedline Torque
Use Special Wind Profile � Project Wind Area of Appurt. Include Angle Block Shear Check
� Indude Bolts In Member Capacity � Autocale Torque Arm Areas -: :*=k�'� ����'� ,`�.��, ',.�,
� Leg Bolts Are At Top Of Section � SR Members Have Cut Ends Include Shear-Torsion Interaction
� Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow
Use Diamond Inner Bracing (4 Sided) � Triangulate Diamond Inner Bracing Use Top Mounted Sockets
Add IBC .6D+W Combination
Ta ered Pole`Section G�omet �
Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade I
Length Length of Diarr¢eter Diamerer Thickness Radius
ft ft ft Sides � tn in in in
Ll 65.00-26.00 39.00 4.00 12 17.7850 27.2500 0.2500 1.0000 A572-50
(50 ksi)
L2 26.00-0.00 30.00 12 25.7792 33.0000 03125 1.2500 A572-50
(50 ksi)
Ta ered P'ole Pro erfiies �� �.
�� RIS� Tawer Job Page
MS73XC331-B Prior Lake 2 of 14
Fullerton Engineering Project Date
9�on w. H�gg»„ n�t. surm aoo 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phone� (847) 292-0200 Sprint/Nextel K. Hu
FAX� (847) 292-0206
Section Tip Dza. Area I r C I/C J It/Q w w/t
in in' in rn in rn in in in
Ll 18.4124 14.1157 553.9864 6.2775 9.2126 60.1334 1122.5267 6.9473 4.0964 16.386
28.2113 21.7350 2022.4282 9.6660 14.1155 143.2771 4097.9879 ] 0.6973 6.6330 26.532
L2 27.6854 25.6259 21213456 9.1171 133536 158.8590 4298.4214 12.6123 6.0713 19A28 �
34.1641 32.8918 4485.7696 ll.7021 17.0940 262.4178 9089.3853 16.1883 8.0065 25.621
�
9
Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle �
Elevation Area Thickness A� Factor Stitch Bolt Stitch Bolt
(per face) A, Spacing Spacing
Diagonals Horizontals
ft ft' in in in
L 1 65.00-26.00 I 1.03 1
L2 26.00-0.00 1 1.03 1 �
� Feed Line/Linear A urtenances - Entered As Area == �� ���� ��F
Descnption Face Allow Component Placement Total CAAq Weight
or Shiedd Type Number `
Leg ft ft�/ft plf
1 5/8 C No Inside Pole 65.00 - 0.00 12 No Ice 0.00 1.04 j
(5prinUNextel) 1/2" Ice 0.00 1.04 ,�
1 5/8 C No Inside Pole 50.00 - 0.00 6 No Ice 0.00 ].04 j
(SprindNextel) 1 /2" Ice 0.00 ] .04 �
� ` Feed Line/�inear Appurtenances Section Areas ��'�,` ���` �
��
Tower Tower Face A A� CqAq C9AA Weight
Secteon Elevation In Face Out Face
jr fr' fr' fi� ft� Ib
L 1 65.00-26.00 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 636.48
L2 26.00-0.00 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 486.72 �
Fee:d Line/Linear A urtenances SQCtit�n Areas - Wi#h Ice `� .�`�;: `°' .'?��. , i
Tower Tower Face Ice A A CqAq CqAq Weigh! �
Section Elevation or Thickness In Face Out Face
ft Leg in ft ft� fC ft� Ib
L1 65.00-26.00 A 0.500 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 636.48
L2 26.00-0.00 A 0.500 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 486.72
Discrete Tower Loads � �'�� a�� �
{
Pa e
�� RISATower J�b MS73XC331-B Prior Lake g 3 of 14
Fullerton Engineering Project Date
9�0o w. x�� nd suue soo 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phone: (847) 292-0200 Sprint/Nextel K. Hu
FAX: (847) 292-0206
Description Face Offset Offsets: Azimuth Placement CqA,q C Weight
or Type Horz Adjustment Front Stde
Leg Lateral
Vert
ft ° fr ft� fr' Ib
f�
ft
15' Low Profile Platform A Nonc 0.0000 61.00 No Ice 1730 17.30 1500.00
(Monopole) 1/2" lce 22.10 22.10 2030.00
(2) LPD-7905/8 wlMount A From Face 4.00 0.0000 61.00 No Ice 6.00 1132 77.90
Pipe 0.00 1/2" Ice 6.59 12.74 120.86
0.00
(2) LPD-7905/8 w/Mount B From Face 4.00 0.0000 61.00 No Ice 6.00 I 132 77.90
Pipe 0.00 1/2" Ice 6.59 12.74 120.86
0.00
(2) LPD-7905/8 w/Mount C From Face 4.00 0.0000 61.00 No Ice 6.00 11.32 77.90
Pipe 0.00 1/2" Ice 6.59 12.74 120.86
0.00
(2) LPA-185080/8CFx2 A From Face 4.00 0.0000 61.00 No Ice 2.09 2.79 7.00
0.00 1/2" Ice 239 3.09 25.04
0.00
(2) LPA-185080/8CFx2 B From Face 4.00 0.0000 61.00 No Ice 2.09 2.79 7.00
0.00 1/2" Ice 2.39 3.09 25.04
0.00
(2) LPA-185080/8CFx2 C From Face 4.00 0.0000 61.00 No Ice 2.09 2.79 7.00
0.00 1/2" Ice 239 3.09 25.04
0.00
Siren C None 0.0000 65.00 No Ice 22.00 22.00 470.00
I/2" Ice 22.50 22.50 662.00
13' Low Profile Platform C None 0.0000 50.00 No Ice 15.70 15.70 1300.00
(Monopole) 1/2" Ice 20.10 20.10 1765.00
(SprinUNextel)
KMW HB-X-PA-16-90-OOT A From Face 4.00 0.0000 50.00 No Ice 2.00 2.00 19.80
(SprindNextel) 0.00 1/2" Ice 2.20 2.20 30.20 �
0.00
KMW HB-X-PA-16-90-OOT B From Face 4.00 0.0000 50.00 No Ice 2.00 2.00 19.80
(SprindNextel) 0.00 1/2" Ice 2.20 220 30.20
0.00
KMW HB-X-PA-16-90-OOT C From Face 4.00 0.0000 50.00 No Ice 2.00 2.00 19.80
(Sprint/Nextel) 0.00 1/2" Ice 2.20 2.20 30.20
0.00
Siren Control box and ice C None 0.0000 30.00 No Ice 6.30 630 30.00
shield 1/2" Ice 6.�7 6.77 69.00
Tower Pressures - No Ice � ' . : �°�`;`°'���'`� ��`
� � �:,.:
Gp = I.690
Section z K� g� A� F A A Al Leg CqAq CAAA
Elevation a % In Out
c Face Face
fr r sf r' e rr' rr' fr' r� t�
L165.00-26.00 44.74 1.091 18 73.182 A 0.000 75377 75.377 100.00 0.000 0.000
B 0.000 75.377 100.00
C 0.000 75.377 ] 00.00
L2 26.00-0.00 I 2.55 1 16 64.721 A 0.000 66.662 66.662 100.00 0.000 0.000
' lll,�,..1� l Q�1e]" Job Page
MS73XC331-B Prior Lake 4 of 14
Ft�llerton Engineering Project Date
9�0o w. Hc,��7n� Rd. St,ite 800 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IG 60018 Client Designed by
Phone� (847) 29?-0200 SprinUNextel K. Hu
FAX. (897) 292-0206
Section z K q A� F A A A�� Leg C CqA�
Elevation a % In Out
c Face Face
ft t s t� e t� t� ft� t� t'
B 0.000 66.662 ] 00.00
C 0.000 66.662 100.00
Tower Pressure - With 1ce�
Gy =1.690
Section z K q� t A� F A A A� Leg CAAq C�A�
Elevatron a % In Out
c Face Face
�t t sf in t� e fC' ft� t t� t
L165.00-26.00 44.74 1.091 13 0.5000 76.432 A 0.000 78.725 78.725 100.00 0.000 0.000
B 0.000 78.725 100.00
C 0.000 78.725 100.00
L2 26.00-0.00 12.55 1 12 0.5000 66.887 A 0.000 68.894 68.894 100.00 0.000 0.000
B 0.000 68.894 100.00
C 0.000 68.894 100.00
Tower Pressure - Ser�ic�� , '•, � '; .. >
�'iH =1.690
Secti�» z K q A� F A A A� Leg CqAq C�A�
Elevat:on a % In Out
c Face Face •
t ft s C e C' t� t 1� 1�
L] 65.00-26.00 44.74 1.091 7 73.182 A 0.000 75.377 75377 100.00 0.000 0.000
B 0.000 75.377 ] 00.00
C 0.000 75.377 100.00
L2 26.00-0.00 12.55 ] 6 64.721 A 0.000 66.662 66.662 100.00 0.000 0.000
B 0.000 66.662 100.00
C 0.000 66.662 100.00
Toweir Forces - No 1ce = Wind N4rm�i1� �Tc�: Face: ° , � ��, ::�:� -- �� <-., . ,
Section Add Self F e C� R D D A F w Ctrl.
Elevation Weight Weight a Face
c �
ft Ib lb e t� Ib d
L1 636.48 2378.84 A 1 1.03 1 1 1 75.377 2324.59 59.60 C
65.00-26.00 B 1 1.03 1 1 1 75377 �
C 1 1.03 1 l 1 75377 .
L2 26.00-0.00 486.72 2986.84 A I 1.03 1 1 1 66.662 1901.18 73.12 C
B ] 1.03 1 1 I 66.662
C 1 1.03 1 1 I 66.662
� Sum Weight: ll2320 5365.68 OTM 12784735 4225.77
lb-ft
Pa e
�� R�SA T�we� Job MS73XC331-B Prior Lake g 5 of 14
Fullerfon Engineering Project Date
9700 W. Higgrns Rd Suite 800 65 ft. Monopole 13:56:18 08/13/07
Rosemonr, /L 60018 Client Designed by
Phone: (847) 292-0200 SprinUNextel K. Hu
FAX: (847) 291-0206
� ` Tower Forces • No. lce - Wind 60rTo Fa�e . - . ���W'``���&� ��:X `� {.� �:;,}.�:-
Section Add Self F e C R D D A F w Ctrl.
Elevation Weight Weight a Face
c
ft !b lb e t� lb 1
Ll 636.48 2378.84 A 1 1.03 1 1 1 75.377 2324.59 59.60 C
65.00-26.00 B 1 1.03 1 1 1 75377
C 1 ].03 1 1 1 75.377
L2 26.00-0.00 486.72 2986.84 A 1 1.03 1 1 1 66.662 1901.18 73.12 C
B 1 1.03 I 1 ] 66.b62
C 1 1.03 1 1 1 66.662
Sum Weight: 1]23.20 5365.68 OTM 127847.35 4225.77
Ib-ft
Tawer Forces No ice Wind��90 �To Fa+�� v ar�.=�� �:���..�:;� .� ��.�a;� °�'
Section Add Self F e C R D D A F w Ctrl.
Elevation Weight Weight a Face
. c
t lb lb e 1 Ib 1
L1 636.48 2378.84 A I 1.03 1 1 1 75377 2324.59 59.60 C
65.00-26.00 B 1 1.03 1 1 1 75.377
C 1 1.03 1 1 1 75.377
L2 26.00-0.00 486.72 2986.84 A 1 1.03 1 1 1 66.662 1901. ] 8 73.12 C
B 1 I.03 1 1 1 66.662
C 1 I.03 1 1 1 66.662
Sum Weight: 1123.20 5365.68 OTM 12784735 4225.77
lb-ft
` Tower Forces - With Ice -'Wind Nort�al To Face`"g;�:��y�:����,..��:� ,�
Section Add Self F e Cr• R D DR A F w Ctrl.
Elevation Weight Weight a Face
c
t Ib Ib e t� 16 I
Ll 636.48 2940.89 A I 1.03 1 1 1 78.725 1820.87 46.69 C
65.00-26.00 B 1 1.03 1 1 I 78.725
C 1 1.03 1 1 1 78.725
L2 26.00-0.00 486.72 3481.25 A 1 1.03 1 1 1 68.894 1473.62 56.68 C
B 1 1.03 1 1 1 68.894
C 1 I.03 I 1 1 68.894
Sum Weight: 1123.20 6422.14 OTM 99948.11 3294.49
lb-ft
Tower Forces - With !ce -'Wind GO To �ace � -����}� `:�:`�'��� {~ "
� RIS'A �'owe� Job Page
MS73XC331-B Prior Lake 6 of 14
Fullerton Engineering Project Date
9�0o w. H���T»s n� s�„r� 800 65 ft. Monopole 13:56:18 08/13/07
Rosemont, /L 60018 Client Designed by
Phone� (847) 292-0200 Sprint/Nextel K. Hu
FAX: (847) 292-0206
Section Add Self F e C R D DR AE F w Ch
Elevation Weight Weight a Face
c
ft Ib 16 e t� Ib 1
L1 636.48 2940.89 A I 1.03 1 1 1 78.725 1820.87 46.69 C
65.00-26.00 B 1 1.03 1 1 1 78.725
C I 1.03 1 1 ] 78.725
L2 26.00-0.00 486.'72 3481.25 A ] 1.03 ] 1 1 68.894 1473.62 56.68 C
B I 1.03 1 1 1 68.$94
C 1 1.03 1 1 1 68.894
Sum Weight: 1123.20 6422.14 OTM 99948.11 3294.49
lb-ft
Tower Forces - With 1ce�- Wind`9��To�Face� � ',,,_�����:������ -+�
Section Add Self F e C R D D A F w Ctrl.
Elevation Weight Weight a Face
c
t lb Ib e t lb 1
LI 636.48 2940.89 A 1 1.03 1 1 1 78.725 1820.87 46.69 C
65.00-26.00 B 1 1.03 I 1 1 78.725
C 1 1.03 1 I 1 78.725
L2 26.00-0.00 486.72 3481.25 A 1 1.03 1 1 1 68.894 1473.62 56.68 C
B I 1.03 1 1 1 68.894 '
C 1 1.03 1 1 1 68.894
Sum Weight: 1123.20 6422.14 OTM 99948.11 3294.49
Ib-ft
a
. Tower Forces - Service = Wind No�'m�1 To Face � �� �°���'"'`4 �: _° ,:�:��°
Section Add Self F e CF R D D A F w Ctrl.
Elevation Weight Weight a Face
c
t Ib lb e t� Ib 1
LI 636.48 2378.84 A 1 1.03 1 1 1 75377 908.04 23.28 C
65.00-26.00 B 1 1.03 1 1 1 75377
C 1 1.03 1 1 1 75.377
L2 26.00-0.00 486.72 2986.84 A 1 1.03 1 1 1 66.662 742.65 28.56 C
B 1 1.03 1 1 1 66.662
C . 1 1.03 1 1 1 66.662
Sum Weight: l 123.20 5365.68 OTM 49940.37 1650.69
lb-ft
Tower Forces - Service - Wind �f� To Face �°Y����= �� M,'����-
Sectaon Add Se1f F e C R D D A F w Ctrl.
Elevation Weight Weight a Face
c
t Ib Ib e • r' !b 1
LI 636.48 2378.84 A 1 1.03 I 1 1 75.377 908.04 23.28 C
65.00-26.00 B 1 1.03 t 1 1 75.377
Pa e
' � ���E� Job MS73XC331-B Prior Lake g 7 of 14
Frsllerton Engineering Project Date
9�0o w. H�����.s n�t st,�r� 800 65 ft. Monopole 13:56:18 08/13/07
Rosernon�, IL 60018 Client Designed by
Phone. (847) 292-0200 SprinUNextel K. Hu
FAX. (847) 292-0206
Section Add Self F e C� R D D A F w Ctrl.
Elevation Weight Weight a Face
c
t lb Ib e t lb 1
C I 1.03 ] I 1 75377
L2 26.00-0.00 486.72 2986.84 A 1 1.03 I 1 1 66.662 742.65 28.56 C
B 1 1.03 1 1 1 66.662
C 1 1.03 1 1 1 66.662
Sum Weight: 1123.20 5365.68 OTM 49940.37 1650.69
lb-ft
Tower Forces - Service - W�nd 94 To Face�: ��3 ��� �
Section Add Self F e CF R D DR A F w Ctrl.
Elevation Wetght Weight a Face
c
t lb Ib e r' lb 1
L1 636.48 2378.84 A 1 1.03 1 1 1 75377 908.04 23.28 C
65.00-26.00 B 1 1.03 I 1 1 75377
C 1 1.03 I I 1 75377
L2 26.00-0.00 486.72 2986.84 A I I.03 I 1 1 66.662 742.65 28.56 C
B 1 1.03 I 1 1 66.662
C 1 1.03 1 1 1 66.662
Sum Weight: 112320 5365.68 OTM 4994037 1650.69
]b-ft
Force Totals .. � '�;�. . �,��.�:
Load Vertical Sum of Sum of Sum of Sum of Sum of Torques
Case Forces Forces Forces Overturntng Overturning
X Z Moments, M Moments, M
lb Ib lb lb-ft lb- t lb- t
Leg Weight 5365.68
Bracing Weight 0.00
Total Member Self-Weight 5365.68 0.00 0.00
Total Weight 10357.68 0.00 0.00
Wind 0 deg - No Icc 0.00 -8584.92 -383862.92 0.00 0.00
Wind 30 deg - No Ice 4292.46 -7434.76 -332435.04 -191931.46 0.00
Wind 60 deg - No Ice 7434.76 -4292.46 -191931.46 -332435.04 0.00
Wind 90 deg - No Ice 8584.92 0.00 0.00 -383862.92 0.00
Wind 120 deg -No Icc 7434.76 4292.46 19193i.46 -332435.04 0.00
Wind 150 deg - No Ice 4292.46 7434.76 332435.04 -191931.46 0.00
Wind 180 deg - No Ice 0.00 8584.92 383862.92 0.00 0.00
Wind 210 deg - No Ice -4292.46 7434.76 332435.04 191931.46 0.00
Wind 240 deg - No Ice -7434.76 4292.46 191931.46 332435.04 0.00
Wind 270 deg - No Ice -8584.92 0.00 0.00 383862.92 0.00
Wind 300 deg - No Icc -7434.76 -4292.46 -191931.46 332435.04 0.00
Wind 330 deg - No Ice -4292.46 -7434.76 -332435.04 191931.46 0.00
Member Ice 1056.46
Total Weight Ice 1303734 0.00 0.00
Wind 0 dcg - Icc 0.00 -7016.01 -317999.84 0.00 0.00
Wind 30 deg - Ice 3508.00 -6076.04 -275395.94 -158999.92 0.00
Wind 60 deg - Icc 6076.04 -3508.00 -158999.92 -275395.94 0.00
Wmd 90 deg - Ice 7016.01 0.00 0.00 -317494.84 0.00
Wind 120 deg - Ice 6076.04 3508.00 158999.92 -275395.94 0.00
' lll J� l Q�let' Job Page
MS73XC331-B Prior Lake 8 of 14
Fullerton Engineering Project Date
9700 W. H�ggms Rd Suite 800 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phon� �ga�� zvz-ozoo SprinUNextel
FAX.� (847) 292-0206 K. Hu
Load Vertical Sum of Sum of Sum of Sum of Sum of Torques
Case Forces Forces Forces Overturning Overturning
X Z Moments, M Moments, M
Ib Ib Ib lb- t lb- t lb- t
Wind 150 deg - Ice 3508.00 6076.04 275395.94 -158999.92 0.00
Wind 180 deg - Ice 0.00 7016.01 317999.84 0.00 0.00
Wind 210 deg - Ice -3508.00 6076.04 275395.94 158999.92 0.00
Wind 240 deg - Ice -6076.04 3508.00 15899992 275395.94 0.00
Wind 270 deg - Ice -7016.01 0.00 0.00 317999.84 0.00
Wind 300 deg - Ice -6076.04 -3508.00 -158999.92 275395.94 0.00
Wind 330 deg - Ice -3508.00 -6076.04 -275395.94 158999.92 0.00
Total Weight 10357.68 0.00 0.00
Wind 0 deg - Service 0.00 -3353.49 -149946.46 0.00 0.00
Wind 30 deg - Service 1676.74 -2904.20 -129857.44 -74973.23 0.00
Wind 60 deg - Service 2904.20 -1676.74 -74973.23 -129857.44 0.00
Wind 90 deg - Service 3353.49 0.00 0.00 -149946.46 0.00
Wind 120 deg - Service 2904.20 1676.74 74973.23 -129857.44 0.00
Wind 150 deg - Service 1676.74 2904.20 129857.44 -74973.23 0.00
Wind 180 deg - Service 0.00 3353.49 149946.46 0.00 0.00
Wind 210 deg - Service -1676.74 2904.20 129857.44 74973.23 0.00
Wind 240 deg - Service -2904.20 1676.74 74973.23 129857.44 0.00
Wind 270 deg - Service -3353.49 0.00 0.00 149946.46 0.00
Wind 300 deg - Service -2904.20 -1676.74 -74973.23 129857.44 0.00
Wind 330 de - Service -1676.74 -290420 -129857.44 74973.23 0.00
" Load Combinativns . ; � , � , .'�:� k
+"""�ar;- i�.
Comb. Description
No.
] Dead Only
2 Dead+Wind 0 deg - No Ice
3 Dead+Wind 30 deg - No Ice
4 Dead+Wind 60 deg - No Ice
5 Dead+Wind 90 deg - No Ice
6 Dead+Wind 120 deg - No Ice
7 Dead+Wind I50 deg - No Ice
8 Dead+Wind 180 deg - No Ice
9 Dead+Wind 210 deg - No Ice
]0 Dead+Wind 240 deg - No Ice
1 I Dead+Wind 270 deg - No Ice
12 Dead+Wind 300 deg - No Ice
13 Dead+Wind 330 deg - No Ice
14 Dead+Ice+Temp
IS Dead+Wind 0 deg+Ice+Temp
16 Dead+Wind 30 deg+Ice+Temp
17 Dead+Wind 60 deg+Ice+Temp
18 Dead+Wind 90 deg+Ice+Temp
19 Dead+Wind 120 deg+Ice+Temp
20 Dead+Wind 150 deg+Ice+Temp
21 Dead+Wind 180 deg+Ice+Temp
22 Dead+Wind 210 deg+Ice+Temp
23 Dead+Wind 240 deg+Ice+Temp
24 Dead+Wind 270 deg+Ice+Temp
25 Dead+Wind 300 deg+Ice+Temp
26 Dead+Wind 330 deg+Ice+Temp �
27 Dead+Wind 0 deg - Service
28 Dead+Wind 30 deg - Service
29 Dead+Wind 60 deg - Scrvice
30 Dead+Wind 90 deg - Service
31 Dead+Wind 120 deg - Service
Pa e
� �`I'��TOWel� J�b MS73XC331-B Prior Lake g 9 of 14
Fullerton Engir:eering Project Date
9700 W. Hrggins Rd. Sziite 800 65 ft. Monopole 13:56:18 08/13/07
Rosen�on�, IL 60018 Client Designed by
Phone� (847) 292-0200 SprinUNextei K. Hu
FAX.� (847) 292-0206
Comb. Description
No.
32 Dead+Wind 150 deg - Service
33 Dead+Wind 180 deg - Service
34 Dead+Wind 210 deg - Service
35 Dead+W ind 240 deg - Service
36 Dead+Wind 270 deg - Service
37 Dead+Wind 300 deg - Service
38 Dead+Wind 330 deg - Service
Maximurrt Member Forces . .s. ti=;��:'�p'?=�'��.�j;>���'�
Section Elevation Component Condition Gov. Force Major Axis Minor Axis
No. ft Type Load Moment Moment
Comb. Ib Ib-ft Tb ft
L1 65 - 26 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 14 -8576.29 0.00 -0.00
Maac. Mx 5 -6421.94 -162498.79 -0.00
Max. My 2 -6421.94 0.00 162498.79
Max. Vy 5 6324.01 -162498.79 -0.00
Max. Vx 2 -6324.01 0.00 162498.79
Ma1c. Torque 7 0.00
L2 26 - 0 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 14 -1303734 0.00 0.00
Max. M�c 5 -10355.14 -387813.90 0.00
Maac. My 2 -10355.14 0.00 387813.90
Max. Vy 5 8587.64 -387813.90 0.00
Max. Vx 2 -8587.64 0.00 387813.90
Max. Torque 7 0.00
Ma�imui�n Reac�ions � . �. , , k `r.,St. d�
�£ s ' ,w,.
Location Condition Gov. Yertical Horizontal, X Horizontal, Z
Load Ib Ib lb
Comb.
Pole Max. Vert 14 t3037.34 0.00 0.00
Max. H 11 ]0357.68 8584.58 0.00
Max. H� 2 10357.68 0.00 8584.58
Ma1c. M 2 387813.90 0.00 8584.58
Ma�c. M, 5 387813.90 -8584.58 0.00
Max. Torsion 7 0.00 -4292.29 -7434.47
Min. Vert 5 ]0357.68 -8584.58 0.00
Min. H 5 10357.68 -8584.58 0.00
Min. H 8 10357.68 0.00 -8584.58
Min. M 8 -387813.90 0.00 -8584.58
Min. M� 1 I -387813.90 8584.58 0.00
Min. Torsion 9 -Q.00 4292.29 -7434.47
7ower Mast Reac#ion �umma . a � : �.:
Load Vertical Shear Shear� Overturning Overturning Torque
Combination Moment, M Moment, M,
lb Ib Tb Ib fi Ib ft Ib-fi
� �'�SA Tower s�b Page
MS73XC331-B Prior Lake 10 of 14
Fullerton Engineering
Project Dat�
9�no w H,� na sUrr� son 65 ft. Monopole 13:56:18 08/13/07
Rosernonr, IL 60018 Client
Phone: (847) 191-0200 Designed by
FAX: (897) 292-0206 Sprint/Nextel K. Hu
Load Vertical Shear Shear� Overturning Overturning Torgue
Comb:nation Moment, M� Moment, M,
Ib lb Ib Ib-ft Ib-ft lb-ft
Dead Only 10357.68 0.00 0.00 0.00 0.00 0.00
Dead+Wind 0 deg - No Ice 10357.68 0.00 -8584.58 -38'7813.90 0.00 0.00
Dead+Wind 30 deg - No Ice 10357.68 4292.29 -7434.47 -335856.71 -193906.99 0.00
Dead+Wind 60 deg - No Ice 10357.68 7434.47 -4292.29 -193906.99 -335856.71 -0.00
Dead+Wind 90 deg - No Ice 10357.68 8584.58 0.00 0.00 -387813.90 0.00
Dead+Wind 120 deg - No Ice 10357.68 7434.47 4292.29 193906.99 -335856.71 0.00
Dead+Wind ] 50 deg - No Ice 10357.68 4292.29 7434.47 335856.71 -193906.99 -0.00
Dead+Wind 180 deg - No Ice 10357.68 0.00 8584.58 387813.90 0.00 0.00
Dead+Wind 210 deg - No Ice ] 0357.68 -4292.29 7434.47 335856.71 193906.99 0.00
Dead+Wind 240 deg - No Ice 10357.68 -7434.47 4292.29 193906.99 335856.71 -0.00
Dead+Wind 270 deg - No Ice 10357.68 -8584.58 0.00 0.00 387813.90 0.00
Dead+Wind 300 deg - No Ice 10357.68 -7434.47 -4292.29 -193906.99 335856.71 0.00
Dead+Wind 330 deg - No Ice 10357.68 -4292.29 -7434.47 -335856.71 193906.99 -0.00
Dead+Ice+Temp 13037.34 0.00 0.00 0.00 0.00 0.00
Dead+Wind 0 deg+Ice+Temp 1303734 0.00 -7015.97 -32242330 0.00 0.00
Dead+Wind 30 deg+Ice+Temp 1303734 3507.99 -6076.01 -279226.77 -161211.65 0.00
Dead+Wind 60 deg+Ice+Temp 13037.34 6076.01 -3507.99 -161211.65 -279226.77 -0.00
Dead+Wind 90 deg+Ice+Temp 1303734 7015.97 0.00 0.00 -32242330 0.00
Dead+Wind 120 deg+Ice+Temp 13037.34 6076.01 3507.99 161211.65 -279226.77 0.00
Dead+Wind 150 deg+Ice+Temp 1303734 3507.99 6076.01 279226.77 -161211.65 -0.00
Dead+Wind 180 deg+Ice+Temp 1303734 0.00 7015.97 322423.30 0.00 0.00 .
Dead+Wind 210 deg+Ice+Temp 13037.34 -3507.99 6076.01 279226.77 161211.65 0.00
Dead+Wind 240 deg+Ice+Temp 1303734 -6076.01 3507.99 161211.65 279226.77 -0.00
Dead+Wind 270 deg+Ice+Temp 13037.34 -7015.97 0.00 0.00 32242330 0.00
Dead+Wind 300 deg+Ice+Temp 1303734 -6076.01 -3507.99 -161211.65 279226.77 0.00
Dead+Wind 330 deg+Ice+Temp 1303734 -3507.99 -6076.01 -279226.77 161211.65 -0.00
Dead+Wind 0 deg - Service 10357.68 U.00 -335335 -] 51499.61 0.04 0.00
Dead+Wind 30 deg - Service ]0357.68 1676.68 -2904.09 -13t202.51 -75749.81 0.00
Dead+Wind 60 deg - Service 10357.68 2904.09 -1676.68 -75749.81 -131202.51 -0.00
Dead+Wind 90 deg - Service 10357.68 3353.35 0.00 0.00 -151499.61 0.00
Dead+Wind 120 deg - Service 10357.68 2904.09 1676.68 75749.81 -131202.51 0.00
Dead+Wind 150 deg - Service 10357.68 1676.68 2904.09 131202.51 -75749.81 -0.00
Dead+Wind 180 deg - Service 10357.68 0.00 3353.35 151499.61 0.00 0.00
Dead+Wind 210 deg - Serv�ce 10357.68 -1676.68 2904.09 131202.51 75749.81 0.00
Dead+Wind 240 deg - Service 10357.68 -2904.09 1676.68 75749.81 131202.51 -0.00
Dead+Wind 270 deg - Service ] 0357.68 -335335 0.00 0.00 151499.61 0.00
Dead+Wind 300 deg - Serv�ce ]0357.68 -2904.09 -1676.68 -75749.81 131202.51 0.00
Dead+Wind 330 deg - Service ]0357.68 -1676.68 -2904.09 -131202.51 75749.81 -0.00
Solution Summa .. ,..,��.4 �:�f-������� °;�
�µ,
Sum ofApplied Forces Sum ofReactions
Load PX PY PZ PX PY PZ % Error
Comb. Ib lb Ib Ib Ib lb
1 0.00 -]0357.68 0.00 0.00 10357.68 0.00 0.000%
2 0.00 -10357.68 -8584.92 0.00 10357.68 8584.58 0.003%
3 4292.46 -]0357.68 -7434.76 -4292.29 10357.68 7434.47 0.003%
4 7434.76 -10357.68 -4292.46 -7434.47 10357.68 4292.29 0.003%
5 8584.92 -]0357.68 0.00 -8584.58 10357.68 0.00 0.003%
6 7434.76 -10357.68 4292.4b -7434.47 10357.68 -429229 0.003%
7 4292.46 -10357.68 7434.76 -4292.29 10357.68 -7434.47 0.003%
8 0.00 -10357.68 8584.92 0.00 10357.68 -8584.58 0.003%
9 -4292.46 -10357.68 7434.76 4292.29 10357.68 -7434.47 0.003%
] 0 -7434.76 -10357.68 4292.46 7434.47 ] 0357.68 -4292.29 0.003%
11 -8584.92 -10357.68 0.00 8584.58 10357.68 0.00 0.003%
12 -7434.76 -10357.68 -4292.46 7434.47 10357.68 4292.29 0.003%
13 -4292.46 -10357.68 -7434.76 4292.29 10357.68 7434.47 0.003%
14 0.00 -]303734 0.00 0.00 1303734 0.00 0.000%
Pa e
� RISATower J�b MS73XC331-B Prior Lake g 11 of 14
Fullerton Engineering Project Date
9�0o w. xr��ns na. s���r� soo 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phone� (897) 292-0200 SprinUNextel K. Hu
FAX: (847) 292-0106
Sum of Applied Forces Sum of Reactions
Load PX PY PZ PX PY PZ % Error
Comb. Tb t6 !b Tb Ib Ib
IS 0.00 -1303734 -7016.0] 0.00 1303734 �015.97 0.000%
16 3508.00 -1303734 -6076.04 -3507.99 1303734 6076.01 0.000%
17 6076.04 -1303734 -3508.00 -6076.01 1303734 3507.99 0.000%
18 7016AI -13037.34 0.00 -7015.97 1303734 0.00 0.000% �
19 6076.04 -13037.34 3508.00 -6076.01 1303734 -3507.99 0.000%
20 3508.00 -1303734 6076.04 -3507.99 1303734 -6076.01 0.000%
21 0.00 -1303734 7016.01 0.00 1303734 -7015.97 0.000%
22 -3508.00 -1303734 6076.04 3507.99 1303734 -6076.01 0.000%
23 -6076.04 -1303734 3508.00 6076.01 13037.34 -3507.99 0.000%
24 -7016.01 -13037.34 0.00 7015.97 13037.34 0.00 0.000%
25 -6076.04 -1303734 -3508.00 6076.01 1303734 3507.99 0.000%
26 -3508.00 -13037.34 -6076.04 3507.99 1303734 6076.01 0.000%
27 0.00 -10357.68 -3353.49 0.00 10357.68 3353.35 0.001%
28 1676.74 -10357.68 -2904.20 -1676.68 10357.68 2904.09 0.001%
29 2904.20 -]0357.68 -1676.74 -290409 10357.68 1676.68 0.001%
30 3353.49 -10357.68 0.00 -335335 10357.68 0.00 0.001%
31 2904.20 -10357.68 ]676.74 -2904.09 10357.68 -1676.68 0.001%
32 1676.74 -10357.68 2904.20 -1676.68 10357.68 -2904.09 0.001%
33 0.00 -]0357.68 3353.49 0.00 10357.68 -335335 0.001%
34 -1676.74 -10357.68 2904.20 1676.68 10357.68 -2904.09 0.001%
35 -2904.20 -]0357.68 1676.74 2904.09 10357.68 -1676.68 0.001%
36 -3353.49 -]035�.68 0.00 335335 10357.68 0.00 0.001%
37 -2904.20 -10357.68 -1676.74 2904.09 10357.68 1676.68 0.001%
38 -1676.74 -10357.68 -2904.20 1676.68 10357.68 2904.09 0.001%
Non-Linear Conver� ence Re�utts � "` �' "�'`'`��`
>.
Load Converged? Number Displacement Force
Combination of Cycles Tolerance Tolerance
1 Yes 6 0.00000001 0.00000001
2 Yes 8 0.0000000] 0.00012585
3 Yes 8 0.00000001 0.00010383
4 Yes 8 0.00000001 0.00010383
5 Yes 8 0.00000001 0.00012585
6 Yes 8 0.00000001 0.00010383
7 Yes 8 0.00000001 0.00010383
8 Yes 8 0.00000001 0.00012585 ,
9 Yes 8 0.00000001 0.00010383
10 Yes 8 0.00000001 0.00010383
11 Yes 8 O.00OOOOOI 0.00012585
12 Yes 8 O.00OOOOOI 0.000t0383
13 Yes 8 0.00000001 0.000t0383
14 Yes 6 0.00000001 0.00000001
15 Yes 9 0.00000001 0.00008754
16 Yes 9 0.00000001 0.00009824
17 Yes 9 0.00000001 0.00009824
18 Yes 9 0.00000001 0.00008754
19 Yes 9 0.00000001 0.00009824
20 Yes 9 0.00000001 0.00009824
21 Yes 9 0.00000001 0.00008754
22 Yes 9 0.00000001 0.00009824
23 Yes 9 0.00000001 0.00009824
24 Yes 9 0.00000001 0.00008754
25 Yes 9 0.00000001 0.00009824
26 Yes 9 0.00000001 0.00009824
27 Yes 8 0.00000001 0.00006278
�Li.)1� l Q�e�" Job Page
MS73XC331-B Prior Lake 12 of 14
Fullerton Engineering Project Date
9�0o w. H��g,ns n� sZ�n� soo 65 ft. Monopole 13:56:18 08/13/07
Rosemont, IL 60018 Client Designed by
Phone: (847) 292-0200 SprinUNextel
FAX• (847) 292-0206 K. Hu
28 Yes 8 0.00000001 0.00005941
29 Yes 8 0.00000001 0.00005941
30 Yes 8 0.00000001 0.00006278
31 Yes 8 0.00000001 0.00005941
32 Yes 8 • 0.00000001 0.00005941
33 Yes 8 0.00000001 0.00006278
34 Yes 8 0.00000001 0.00005941
35 Yes 8 0.00000001 0.00005941
36 Yes 8 0.00000001 0.00006278
37 Yes 8 0.00000001 0.00005941
38 Yes S 0.00000001 0.00005941
Maximum Tower Deflections - Service Wind �y "` ���""���� �,���}���,.�,::
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load
ft rn Comb. ° °
L1 65 - 26 3.786 30 0.4648 0.0000
L2 30 - 0 0.886 30 0.2629 0.0000
Critical Deffectic�ns a�nd Rad�us of Gurva#ure - Service W��t .,., ��,.;.;� •��:
Elevation Appurtenance Gov. Deflection Tilt Twist Radtus of
Load Curvature
ft Comb. in ° ° ft
65.00 Siren 30 3.786 0.4648 0.0000 34120
61.00 15' Low Profile Platform 30 3.398 0.4356 0.0000 34120
(Monopole)
50.00 13' Low Profile Platform 30 2.367 03592 0.0000 I 1373
(Monopole)
30.00 Siren Control box and ice shield 30 0.886 0.2629 0.0000 5139
� Maximum Tainr�r �feflec#ions - Desi n 1Nind `: ��m=: :.,. �' , , ` � �
.� :�, 3 �t t
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load
ft in Comb. ° °
L1 65 - 26 9.692 5 1.1897 0.0000
L2 30 - 0 2.267 • 5 0.6729 0.0000
Critical Deflect�oris and Radius of Gurvature - Qesi n UVi�t���;�s:.����"��;=���#;�: :�
F.levation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in ° ° ft
65.00 Siren 5 9.692 1.1897 0.0000 13338
61.00 15' Low Profile Platform 5 8.698 1.1295 0.0000 13338
c+ Pa e
' R�►„7►1� �QWe�' J�b MS73XC331-B Prior Lake 9 13 of 14
Project Date
Fullerton Engineering
9�on tiv. x,�x;n,s x�. su�r� 800 65 ft. Monopole 13:56:18 08/13/07
Rosemonr, /G 60018 Client Designed by
Phone� (847) 292-0200 SprinUNextel K. Hu
FAX: (847) 292-0206
Elevahon Appzrrtenance Gov. DeJlection Tilt Twist Radius of
Load Curvature
ft Comb. e in ° ° ft
(Monopole)
50.00 13' Low Profile Platform 5 6.060 0.9646 0.0000 4446
(Monopole)
30.00 Siren Control box and ice shield 5 2.267 0.6729 0.0000 2008
Com ression Checks . � � a " '�; . � �.`' ; j
. Pole D�si n Data� , :,: ;'��� :"
Section Elevation Size L L„ KI/r F A Actual Allow. Ratio
No. P P P
ft ft ft ksi in' lb Ib p
LI 65 - 26 (1) TP27.25x17.785x0.25 39.00 65.00 83.7 18.262 20.9535 -6421.94 382644.00 0.017
L2 26 - 0(2) TP33x25.7792x0.3125 30.00 65.00 66.7 21.549 32.8918 -10355.10 708797.00 0.015
� Pole Bendin Desi n Data '� �` � ��'' ���-�����
Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio
No. M fe. Fb. far Mr fnr Fbr fer
ft lb ft kst ksi F lb ft ksr ksi p
L1 65 - 26 (I) TP27.25x17.785x0.25 162499. -14.649 30.000 0.488 0.00 0.000 30.000 0.000
17
L2 26 - 0(2) TP33x25.7792x03125 387814. -17.734 30.000 0.541 0.00 0.000 30.000 0.000
17
�� Pole Interaction Desi n Da�� �: °�`" � ' � � . �#`� ~' `���: j
Sectton Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria
No. P f f Stress Stress
ft p� p F Ratio Ratio
Ll 65-26(1) TP27.25x17.785x0.25 0.017 0.488 0.000 0.505 1333 H1-3 1"
�
L2 26 - 0(2) TP33x25.7792x03125 0.015 0.591 0.000 0.606 1.333 H1-3 �
l+'
Sec�ion Ca acit Table � � � �� `
� ; a.�
Section Elevation Component Size Critical P SF•P �� % Pass
No. f t Type Element Ib !b Capaeiry Fail
L1 65-26 Pole TP27.25x17.785x0.25 1 -6421.94 510064.43 37.9 Pass
L2 26 - 0 Pole TP33x25.7792x03125 2 -10355.10 94482636 45.4 Pass
' ��iJ� l ��e� Job Page
MS73XC331-B Prior Lake 14 of 14
Fullerton Engineering Project Date
9700 W. Higgrn,s Rd. Su�te 800 65 ft. Monopole 13:56:18 08/13/07
Rosemorn, IL 60018 Client Designed by
Phone: (847) 292-0200 SprinUNextel
FAX: (847) 292-0206 K. Hu
section Elevadion Component Size Critical P SF*P % Pass
�r� ft Type Element lb Ib Capacity Fail
Summary
Pole (L2) 45.4 Pass
RATING = 45.4 Pass
Program Version 4.5.2.0 - 5/9/2006 File:G:/FMHC/Minnesota New Built/Current Projects/90%/MS,73XC331-B Prior Lake (CL-MP)/StructuraURISA Tower
model/MS73XC331-B Prior Lake.eri
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° �� Models 2001-130
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The Fetlerai Signal Model 2001-130 is a unique innovation in the
high power outtloor warning siren market. The patentetl tlesign
DESIGNED FOR OUTDOOR represents a new generation of rotating uni-directiona� electro-
mechanical sirens.
WARNING The 2001-130 can be operated with a 120VAC battery-backup
control cabinet or a 240VACNDC control cabinet.
• Patentetl stator/horn design allows This siren can be controlletl remotely via wire or ratlio with the
highly efficient, high-output Model FC controller. The Model 2001-130 produces three distinct-
operation from minimaf ly tlifferent tones - Wail, Fast Wail and Steady. The high decibel
battery source output provides for maximum coverage from a single siren site.
Federal Signal's Model 2001-130 protluces 130dBc at 100 feet.
• Sountl output can cover Its ring radiator projects a 60° beam of sound which rotates at
four square miles two RPM antl is atljustable to six RPM. The design allows for
Full battery operation or sma{I size without compromising sound output, antl minimizes
� wind loatling.
battery backup The Model 20Q1-130 is itleally suited for wide area cover�ge
• Produces 130dBC Q 100 with high tlecibel output and attention getting signals.
The Motlel 2001-130 also overcomes high ambient noise areas,
• Three tones — Wail FaSt Wail such as those found in intlusirial plants, steel mills, chemical
and Steatly plants and refineries.
• UL Listed Siren Contollers
• Maintenance-free sealed
bearing motors
��• � �� �• �• .
��• � .�• ii
2001-130 48VDC 100 amps (nom.) N/A 130tlBC
2001DC 120VAC 4 amps 02 amps NJA
, 2001AC 240' 30 amps N/A N/A
' Also operates on 208 or 220/240VDC (please specify)
Z50 amp service recommended
� '.
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ELECTROMECHANICAL SIREN (2001-130)
Model 2001-130 Model DCFC Control Cabinet
Crane Lift � . I�' Battery
Eye Bolt rr' '�� �� � ;II o 0 o Chargers
1� r ��`�i
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Chopper �� � � � �I ; Contactor �
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SPECIFICATIONS HOW TO ORDER
Rotation Speed: (2001-130) 2-6 RPM (adj.) • Call the factory forassistance in
Continuous Signal Time*: (2001 DC) 15 minutes minimum @ full output specifying an outdoor warning
Stantlby Time: (2001 DC) 20+ days system
with 5 minutes full signal reserve
Effective Range at 70tlBC: 6200 ft.
TONE FREQUENCY SWEEP
Steady 750Hz N/A
'After AC power failure
��• 1�• i �i � 1 �
• i . �. . � . i
2001-130 -22°F-140°F 3951bs. 4701bs. 41" 37" 55"
-30°C — 60°C 180 kg 214 kg 104.14 cm 93.98 cm 139.7 cm
DCFC -22°F-140°F 141 Ibs. 234 Ibs. 16" 24" 48"
-30°C — 60°C 64 kg 106 kg 40.64 cm 60.96 cm 121.92 cm
2001AC -22°F-140°F 1591bs. 1821bs. 10" 24" 24"
-30°C — 60°C 72 kg 83 kg 25.4 cm 60.96 cm 60.96 cm •
2645 Federal Signal Or., University Park, IL 6�466 Tel: 708.534.4756 Fax: 708.534.4852 www.federalsignal-indust.com 2