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Home My WebLink About006-439-04-3201-LUP-2021-054 Network Real Estate, LLC 5055 Hwy N, Suite 200 NetworK St. Charles, MO 63304 Rea1 Estate llC Office: (636) 922-3400 Fax: (636) 922-3409 March 24, 2021 Jay H Kozlowski Zoning & Conservation Administrator Sawyer County Zoning & Conservation 10610 Main St. Ste 49 Hayward, WI 54843 RE: AT& Mobility Cell Site W13326 7024 North Knowles Road Winter, WI Dear Mr. Kozlowski, Enclosed please find permit application on the cell site listed above. This site is operating under CUP 19-042. AT&T is adding additional microwave equipment to the configuration on the cell tower. The enclosed plans outline the additional equipment and the enclosed structural analysis report states the loading is sufficient for the tower. The $500 check is enclosed. I would appreciate if the permit was returned to my office hard copy or electronically. Provided you have any questions please reach me via my cell at 314 537 2544. Thank you, �� Nancy Wi es Nancv.Wilmes@networkre.net Date: February 26, 2021 Q To: Diamond Communications, LLC � 820 Morris Turnpike, Suite 104 P. Marshall&Associates, LLC Short Hills, NJ 07078 1000 Holcomb Woods Pkwy, Suite 210 Roswell, GA 30076 (678)280-2325 Subject: Rigorous Structural Analysis Report Carrier Designation: AT&T New Site Build Carrier Site Number: Zmuda RL Carrier Site Name: WI3326 Engineering Firm Designation: PM&A Project Number: 21 DC_MWI-0001 Sife Data: East Side of Knowles Road- 1500' North of Highway 70 Loretta, Sawyer County,WI 54896 Latitude 45.88878T Longitude-90.882953° 305 ft Self Support Tower To whom it may concern, PM&A is pleased to submit this"Rigorous Structural Analysis Report"to determine the structural integrity of the above- mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 115 mph(converted to an equivalent 89 mph nominal 3- second gust wind speed per Section 1609.3.1 for use with TIA-222-G)as required by the 2015 International Building Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. We appreciate the opportunity to work with Diamond Communications, LLC and look forward to contributing to the success of this project. If we can be of further assistance, please do not hesitate to contact us at(678)280-2325. Respectfully Submitted by: \��i�ii�,,,� .�`�\\�5.��Nsi;�; � v�' ANDREI - ' Andrei Barba, P.E. � �� BARBA '•��_ Wisconsin Professional Engineer --p :. E-47401-6 � �_ License Number: 47401-6 ;��_ �7`— :T�.S.R GA ..'G\��, ,� S, . . '�� \. '��,�ONAL��b2/28/2021 sos.o n l, '�a .,LL �i T 300_0 fl I . I ` ' ! I� i , � DESIGNED APPURTENANCE LOADING � � I p m �I �� i �o� � � TYPE _ �LEVATION TYPE —�EVATION� � I � �'�,� ' � 1I �,I Lighting Rotl 5/8'x 4 305 4T4R BS i 60W AHCA 300 ___ : _ � � i N: 280,O,fl u Flash Beawn Lighting 305 � lll4T4R BS 160W AHCA I300 ' �1 � � � � I �(2)NNH4 65C R6 w/Mount Pipe i 300 I DC9 48-60 24 8C EV i 300 � � I ; I _ _ __ . _ i ',o i� i x : � I (2)NNH4 65GR6 w/Mount Pipe 300�� I DC9 48-60.24 8C EV 300 �,= x . n - �_. .. .. . .. _. _ _ _ . I e '� ��,� � ', --� ' I i— (2)NNH4 65C R6 w/Mount Pipe 300 Commscope SFG2CT 12 B3 +300 � I n` I � ��i I i ' I I '�� B72lB14/4T4R 320 W AHLBA �300 __ �ISMDB_Ice Shield _. __� I270 , Im _. I u� \ , I^ I_ 260.0 ft f II �T4R B25/66 320W AH IB A � 1300�� U X66W Shieltl +265 a r B12/B14/4T4R 320 W AHLBA 300 USXS 6W � �� i __ _ __ �45 __ ....i �IV � i I -I (� ... 1 _.. —__. ____. _� ___ .._ __ �240 _. ..._ , , i ... I �4T4R 825/66 320W AHFIB �300 �� Sde Lightinq _ 152.5 I � '�, _ 240.0 ft .. __ _.. �--. _ -_ . .. ... . _... . ,, '-- �� ,, i �i i I a,� I- — �. ,,4T4R BS 160W AHCA _ 300 _ .. Sitle Liqhhng 1525 - ! : I i `—._ _____. _. � � _ � m SYMBOL LIST � � o� i x , I � � �� " �ARK�— SIZE MARK SIZE � x - -- u�I �. � A �Sabre 2 375 x0 154 H� L4x4x1/4 ''� 220;0 ft , _ - �� u� �J� � i r � � , B Sabre 2 875 x0 203 � I L4x4x5/16 _ �n P . � _. .. _. � __. __.. ___ I�, :, i li� C I Sabre 4 5"x0 337" J L3 1/2x3 U2x1/4 . ,m � -� I �'' tO- „ �D Sabre 5 5625'x 0.5" � � K L2 1/2x2 1/2x3/16 . m � .. .- . . __ _ _ _ � � � � � j E Sabre 10 75 x0 5 � ... L L2 1/2x2 1/2x1/4 .... ... ..._.. � � � O1 � � F i LDf2x1/8 � M �1@ 6 66667 200.0 ft � � `� � r �G L31/2x5x1/4(SL� �� N 1 @ 13.3333 �� ; f _. _ .. __. _ I I� MATERIAL STRENGTH % I ( N GRADE F Fu GRADE F Fu � �� Y Z _� � Y �� I... J I I,I Q Q,...¢I¢I N, l_ � 180_0 ft . � � '....A500-50 �,50 ksi ''..,62 ks �,A572-50 '��,50 ksi I,65 ksi '�, �I ��I % ', il Z,Z;Z Z�� . ... ''____ ___•__. . _._... _ _.._ _�_ —__ _'___.. ....... ___.. _.____.. �, I ,N nl I I mli ,; x � ' �, TOWER DESIGN NOTES ',� �� '' 1. Tower is located in Sawyer County,Wisconsin. 1N , 'I h Y I �so.o n � 2. Tower designed for Exposure C to the TIA-222-G Standard. m ' ' � 3. Tower designed for a 89 mph basic wind in accordance with the TIA-222-G Standard. �' N li N� , i, , I M ' � 4. Tower is also designed for a 50 mph basic wind with 0.50 in ice.Ice is considered to increase �I" Q I<�Q'I � � I i ' l m I I \ in thickness with height. � i � I II N , ' S. Deflections are based upon a 60 mph wind. _ %I � m �_ I iao,o n � 6. Tower Structure Class ll. '! i , i I ! � 7. Topographic Category 1 with Crest Height of 0.00 ft ,Q I � I, N � 8. TOWER RATING:697°/ ell I� ! z ; • � � � ; o � 1 j � � 120_Oft � �� __�,` —." -I - , N N I I \ I ',. ' I I � , � ALL REACTIONS , , � ' � tao.an ' ` , AREFACTORED � N � 1 � ' I ` ' MAX.CORNER REACTIONS AT BASE: � x' i � � �, o ; , �, DOWM 366 K < I j i _ �, SHEAR: 38 K __�� I � �J . .. BO.Ofl '� �� I I F' - — � i �' , � UPLIFT: -300 K e i I i � �, � �, i,� q I '�, SHEAR: 32 K � AXIAL ��, ,. ' I I 60.0 ft � �� ^`—`" i � j 139 K � � 53.3 ft ~ — I 1 ,- { ...._ .... � � "1O �, SHEA MOMENT I � Y � � 19 K�J 2983 kip-ft „ . � � m ..i '� � N �_ �, 40.0 ft � ... Q Q I Q Q N I � -- _ i � � � TORQUE 16 kfp-ft �I Z,Z z Z I !�-- I 3 3 3 n I �. 50 mph WIND-0.5000 in ICE l < , � � m �, M �. � xI � <I J ; �� m i AXIAL zaon 0�-a J �� +- 74 K _; _ a a a a � Z Z Z Z � 13.3 ft I �w I � � �I i 1O i�O I� ` SHEA� MOMENT I c�I, � z,+:, � I 63 K� 9759 kip-ft � �' x �, i � n ,N O.Oft,.. i � . � ' — o TORQUE 36 kip-ft I i j �,I �', REACT/ONS-89 mph WIND i �� - -� �� i ! �,, _ U Y o y � oi�� x,o�lm 3 � t a I�n_� � o�io'��_� x �I_� � n_3�,��_ PM&A ob 21DC_MWI-0001 � 1000 Holcomb Woods Pkwy, Suite 210 Project Zmuda W1030 0 ci�eni: Diamond Communications,LL Drawn by:�� App'tl Roswell, GA 30076 _ _ _ Phone:(678)280-2325 Code: TIA-222-G _ . _ �Date:02/26/21 Sca�e NTS FAX: 678 280-2329 Patti: . . Dw9 No.E_� Job Page ttZ.x�OWeY 21 DC MWI-0001 1 of 37 PM&A Project Date t000 Hot�omb woo�rs Prt„y,su�re zro Zmuda WI030 15:32:09 02/26/21 Roswell, GA 30076 Client Designed by Phone:�6�x�zso-z3zs Diamond Communications, LLC jll FAX:(678)280-2329 Tower In ut Data The main tower is a 3x free standing tower with an overall height of 305.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 5.00 ft at the top and 33.00 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Sawyer County,Wisconsin. Basic wind speed of 89 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.5000 in. Ice thicirness is considered to increase with height. Ice density of 56.00 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. O tionS Consider Moments-Legs Distribute Leg I,oads As Unifonn Use ASCE l0 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned v Calculate Redundant Bracing Forces Consider Moments-Diagonals � Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magni�cation � Use Clear Spans For Wind Area � SR Leg Bolts Resist Compression v� Use Code Stress Ratios � Use Clear Spans For ICI./r All Leg Panels Have Same Allowable � Use Code Safery Factors-Guys Rete�sion Guys To Initial Tension Offset Gnt At Foundation Escalate Ice � Bypass Mast Stabiliry Checks ti� Conside�Feed Line Torque Always Use Max Kz � Use Azimuth Dish Coefficients � Include An*le Block Shear Check Use Special Wind Profile � Project Wind Area of Appurt. Use TIA-222-G Bracing Resist.Exemption �� Include Bolts In Member Capacity Autocalc Torque Arm Areas Use T[A-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles ti� Sewndary Horizontal Braces Leg � SoR Capacity RepoRs By Component [nclude Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow � SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use 7�op Mounted Sockets v SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Vb'ithout Linear Attac}unents Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known MWR-MW-03712Target SITE NAME: ZMUDA RL AT &T mobility Corp. SITE NUMBER: WI3326 USID: 256415 NOVA PROJECT ID: MWR-MW-03712 FA NUMBER SITE ADDRESS SITE TYPE: PROJECT INFORMATION SCOPE OF WORK SITE NAME: ZMUDA RL THE SCOPE OF WORK CONSISTS OF: SITE NUMBER: WI3326 INSTALL (1) NEW ICE SHIELD INSTALL (2) NEW MW DISHES USID: 256415 INSTALL (4) NEW ODUs (ON GROUND) INSTALL (2) NEW MW DISH COAX CABLES NOVA PROJECT ID: MWR-MW-03712 FA NUMBER: 13222873 SITE ADDRESS: 7024 NORTH KNOWLES RD. WINTER, WI 54896 SITE TYPE: SELF SUPPORT TOWER CONTRACTOR SHALL FURNISH ALL MATERIAL WITH THE EXCEPTION OF AT&T SUPPLIED MATERIAL • ALL MATERIAL SHALL BE INSTALLED BY THE CONTRACTOR, UNLESS STATED OTHERWISE JURSIDICPION- SAWYER COUNTY, WI SITE LOCATION MAP APPLICANT: AT&T MOBILITY (ram ADDRESS: 7801 FARLEY ST- t OVERLAND PARK, KS 66204 � I y. jGG' SITE COORDINATES SOURCE: RFDS 3 LATITUDE: 45.88819722° fli8 Rif Rd LONGITUDE:-90.8828944° _ GROUND ELEV, (AM.S-L.3 (Fr): 1384' 1 - � C9 PROPERTY/TOWER OWNER: DIAMOND T TOWER OWNER SITE A W1030 ° Y cn E. r- - NOTE: DRAWING SCALES ARE FOR 11"x17" SHEETS UNLESS OTHERWISE NOTED �C•i�� PROJECT CONSULTANTS ENGINEER: FULLERTON ENGINEERING CONSULTANTS, LLC nS ADDRESS: 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 CONTACT: NEIL MCMAHON NO SCALE PHONE: (847) 908-8492 EMAIL: nmcmahon@fullertonengineerin&com DIRECTIONS SCAN QR CODE FOR LINK TO SITE LOCATION MAP ❑ �❑ • 13222873 7024 NORTH KNOWLES RD. WINTER, WI 54896 SELF SUPPORT TOWER APPLICABLE BUILDING CODES AND STANDARDS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE • FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. • ADA ACCESS REQUIREMENTS ARE NOT REQUIRED. • THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE DRAWING INDEX T-I TITLE SHEET GN-I GENERAL NOTES C-1 SITE PLAN C-2 SITE ELEVATION AND DISH LAYOUTS C-3 EQUIPMENT SPECIFICATIONS C-4 EQUIPMENT SCHEDULE AND GROUNDING DIAGRAM 4. r Know what's below. Call before you dig, AT&T mobility corp 7801 FARLEY ST. OVERLAND PARK, KS 66204 5055 Hwy N, Suite 200 St. Chades, MC 63304 FULLERTON ENGIN EERING DESIGN 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL:847-908-8400 COA# 3620- I I www. FullertonEngineering-com DATE DESCRIPTION 2/24/21 90% REVIEW 3/15/21 FINAL HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES. ``j 111 1 11"f ;•fir,, .-''••.��: DANIEL W. y SMITH s 44096-6 SCHAUMBURG. 1L =�V - r �fff1111111• SITE NAME ZMUDA RL USID/SITE NUMBER: USID 256415 WI3326 SITE ADDRESS 7024 NORTH KNOWLES RD. WINTER, WI 54896 SHEET NAME TITLE SHEET SHEET NUMBER T-1 PROJECT# 2021-0021 0007 NOTES: 1. CALCULATIONS FOR THE STRUCTURE AND ANTENNA MOUNTS WERE PREPARED BY OTHERS AND THOSE NOTE: CALCULATIONS CERTIFY THE CAPACITY OF THE REFER TO STRUCTURAL AT&T STRUCTURE TO SUPPORT THE NEW EQUIPMENT ANALYSIS BY OTHERS FOR _ MOUNTING DETAILS FOR 2. CABLES NOT SHOWN FOR CLARITY NEW DISH ANTENNA AND mobilitycorp. E ° STIFFENER ARMS Q 7801 FARLEY ST. r OVERLAND PARK, KS 66204 T (1) NEW AT&T MW DISH T7LXI5TING SELF SUPPORTTflWgi — —EXISTING AT&T ANTENNAS J _ (COMMSCOPE USXB-6W) 305'4"t A.G.L. MOUNT ATTACHED TO NEW EXISTING DISH HC rk TOWER LEG B8 s[8 O LLC FOF (Ey AT&TANTENNAS _ SEE C-3 FOR DETAILS ELEV. = 300' 0"t A,CsL (1) NEW AT&T MW ICE SHIELD (VALMONT ISMD8) 5055 Hwy N, Suite 200 [ OF NEW AT&T MW DISH ICE SHIELD SEE C-3 FOR DETAILS St. Charles, MO 63304 ELEV.=Z70'-0"tA,G.L. _ —NEW MW DISH MOUNT FULLEI�T�N (I) NEW AT&T MW DISH L OF NEW AT&T MW DISH (COMMSCOPE USXI1i AND NEW MOUNT ENGINEERING•DESIGN SEE C-3 FOR DETAILS NEW STIFFENER ARM 1100 E. WOODFIELD ROAD, SUITE 500 (TYP.) SCHAUMBURG, ILLINOIS 60173 TEL: 847-908-8400 t OF NEW AT&T MW DISH EXISTING SELF COA# 3620-11www.FullertonEnineerin com w E V = 240%0' 3 A.G.L. — SUPPORT TOWER 8 & 'r — (1) NEW AT&T MW DISH REV DATE 1. DESCRIPTION BY (COCOPE USX6.6W) A 1f21 90%REVIEW EC AND NE AND NEMOUNT SEE C-3 FOR DETAILS 0 3/I5/21 FINAL EC I PARFDY CERTIFY UNDER ESE IIRA T SUPE WERE PREPARED BY MF Ofl UNDER MY E7lRECT Sl1PERV;51tlN ELEV. = 265'-0" AGL AND CONTROL, AND TO THE 8E5T OF MT KNOWLEDGE t AND RELIEF COMPLY WFTH THE REQLIERFMENTS OF ALL APPLICABLE CODES NEW DISH LAYOUT SCALE: 1/4"=P-0" 2 ��IflFtlr� (1) NEW AT&T EW63 MW COAX DANIEL W. CABLES TO FOLLOW ROUTE OF NOTE: 44p SMITH TH ' EXISTING CABLES TO NEW MW DISH REFER TO STRUCTURAL �•p t SCHAUMBURG,:'� (A - ELEV. = 2 = ANALYSIS BY OTHERS FOR (APPROX. LENGTH = 315 FT±) I( Dry MOUNTING DETAILS FOR F NEW DISH ANTENNA AND ^� STIFFENER ARMS (1) NEW AT&T EW63 MW COAX CABLE / oil t �� TO FOLLOW ROUTE OF EXISTING I (1) NEW AT&T MW DISH SITE NAME CABLES TO NEW MW DISH AT ELEV. = 240'-0" (CDMMSCDP£ USX6.6W) (APPROX. LENGTH = 290 FT±) ' ATTACHED TO NEW DISH TOWER LEGEXISTING ZMUDA RL _ --- SEE C-3 FOR DETAILS NEW MW DISH MOUNT— --__ _ USID/SITE NUMBER. (4) NEW MW ODUs - (V11VCE61-L3-NEXT TING _ USID 256415 MOUNTED ON FJU571NG ICE _ —NEW STIFFENER ARM BRIDGE POST 1, (TYP') WI3326 EXISTING AT&T ICE BRIDGE NEW AND EXISTING AT&T EXISTING SELF SUPPORT TOWER 511 ADDRESS EXISTING SELF SUPPORT TOWER — — EQUIPMENT IN EXISTING AT&T WALK UP CABINET (WUC) 7024 NORTH KNOWLES RD. EXISTING AT&T WUC CABINET AND WINTER, WI 54896 EXISTING CHAIN LINK FENCE — GENERATOR ON HELICAL PLATFORM (TYP) % SHEET NAME EXISTING AT&T PROPANE TANK SITE ELEVATION FINISH GRADE AND DISH LAYOUTS ELEV. = G. N SHEET NUMBER ELEV. = 240'-0" AGL SITE ELEVATION SCALE: I"=40'.0" I NEW DISH LAYOUT C-2 SCALE: I/4" = I'-0" 3 PROJECT# 2021.0021.0007