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REVIEW COMMENTS ... ~pf, Michael From: Sent: To: Cc: Subject: Hawkins, Wilfred Wednesday, January 15, 2003 1 :08 PM Rumpf, Michael Lamanna, Rosemarie; Pawelczyk, Mike RE: Sprint Collocation Request Mike, I have no problem with the electronic communication on this matter. I don't see the need for the committee face time. Thanks Wilfred -----Original Message----- From: Rumpf, Michael Sent: Wednesday, January 15, 2003 12:11 PM To: Hawkins, Wilfred Cc: Lamanna, Rosemarie; Pawelczyk, Mike Subject: RE: Sprint Collocation Request Wilfred, I just responded to Mike acknowledging his points and indicating that if given a chance I would clarify for the record. I was at a seminar all last week in Tampa and relied on staff to meet the agenda deadline for the 21 st. As for the greater issue, meaning whether this collocation has undergone sufficient committee review, my original em ail was intended to request comments on this issue without going through a full meeting of all, particularly given the simplicity and time constraints of the holidays. Mike P. had asked for additional information which we already had, I had confirmed from documentation from Sprint that structure capacity existed, and had received an "ok" from Utilities (I understand under the assumption that additional land would not be required which was accurate). They will still go through the minor modification process as a prerequisite to permitting, which has been initiated. If there is objection to this proceeding forward without a physical meeting of the committee, we can simply request that the item be postponed to the February. We should decide prior to tomorrow's pre-agenda meeting. Please advise and I will react with scheduling the necessary meeting and notifying Sprint. Also, let me know what additional information you would want to consider at such a meeting so I can react accordingly. Mike -----Original Message----- From: Hawkins, Wilfred Sent: Wednesday, January 15, 2003 11:21 AM To: Pawelczyk, Mike; Rumpf, Michael Cc: Lamanna, Rosemarie Subject: RE: Sprint Collocation Request City Attorney points well taken, Mike Rumpf need your response. Thanks. Wilfred -----Original Message----- From: Pawelczyk, Mike Sent: Wednesday, January 15, 2003 10:40 AM To: Rumpf, Michael Cc: Hawkins, Wilfred; Lamanna, Rosemarie Subject: Sprint Colocation Request I noticed that the above item is scheduled to be considered by the City Commission at its meeting of January 21,2003. I reviewed your agenda item request form and want to point out a couple of items in case you are asked questions by the City Commission: 1. Under "RECOMMENDATION," the second sentence indicates that the Siting Review Committee has made a recommendation. I am not aware that the Committee ever met to discuss this and make a recommendation. It would have been more accurate to indicate that, "Staff has reviewed the request and recommends..." or that "Members of the Siting Review Committee independently reviewed the application and have no objection to the colocation." 1 .- 2. Under "EXPLANATION," the 4th sentence indicate that a structural analysis was submitted and accepted by the Committee. I believe it was the Committee Coordinator that accepted the analysis and not the Committee. 3. I will prepare a Consent to Colocation document this evening that will be distributed tomorrow. Since the City is required to consent to colocation in writing, such a document is necessary. Should you have any questions or wish to discuss this matter further, please do not hesitate to contact me. 2 ~f, Michael From: Sent: To: Cc: Subject: Pawelczyk, Mike Wednesday, January 15, 200310:40 AM Rumpf, Michael Hawkins, Wilfred; Lamanna, Rosemarie Sprint Colocation Request I noticed that the above item is scheduled to be considered by the City Commission at its meeting of January 21,2003. I reviewed your agenda item request form and want to point out a couple of items in case you are asked questions by the City Commission: 1. Under "RECOMMENDATION," the second sentence indicates that the Siting Review Committee has made a recommendation. I am not aware that the Committee ever met to discuss this and make a recommendation. It would have been more accurate to indicate that, "Staff has reviewed the request and recommends..." or that "Members of the Siting Review Committee independently reviewed the application and have no objection to the colocation." 2. Under "EXPLANATION," the 4th sentence indicate that a structural analysis was submitted and accepted by the Committee. I believe it was the Committee Coordinator that accepted the analysis and not the Committee. 3. I will prepare a Consent to Colocation document this evening that will be distributed tomorrow. Since the City is required to consent to colocation in writing, such a document is necessary. Should you have any questions or wish to discuss this matter further, please do not hesitate to contact me. 1 ~ J ~f, Michael From: Sent: To: Cc: Subject: Pawelczyk, Michael [mpawelczyk@cityatty.com] Thursday, January 02, 2003 8:25 AM Rumpf, Michael Cherof, James; Hawkins, Wilfred; Mazzella, Pete; Lamanna, Rosemarie; Ramsey, Mary RE: Collocation review by Siting Review Committee Mike, We have reviewed the existing Lease Agreement with Sprint. The document requires that the CITY consent to the subleasejcolocation? Although I would still like to see a copy of the application, in order to move this along without delay, you could prepare the agenda cover sheet requesting City Commission approval of the colocation. Should you have any questions, please do not hestiate to contact me. Michael J. Pawelczyk, Esq. GOREN, CHEROF, DOODY & EZROL, P.A. 3099 E. Commercial Boulevard, Suite 200 Fort Lauderdale, Florida 33308 Tel. 954.771.4500 Fax 954.771.4923 This e-mail and any files transmitted with it are confidential and intended solely for the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender by return e-mail. Thank you. > -----Original Message----- > From: Pawelczyk, Michael > Sent: Friday, December 27, 2002 8:48 AM > To: 'RumpfM@ci.boynton-beach.fl.us' > Cc: Cherof, Jamesi 'HawkinsW@ci.boynton-beach.fl.us' i > 'MazzellaP@ci.boynton-beach.fl.us' i 'LamannaR@ci.boynton-beach.fl.us' > Subject: FW: Collocation review by Siting Review Committee > > Mike, > > To my knowledge, we have not been provided with a copy of the application > submitted for the Miner Road Water Storage Tank Site. Please forward a > copy to the City Attorney's Office ASAP. > > Is this a City facility? If so, please forward a copy of the existing > tower site agreement, and any amendments thereto, with a copy of the > application. Also, if this is a city facility, what are the terms of the > colocation? How much will the applicant be paying to colocate? Any other > terms of the colocation? > > Is it your recommendation to approve the colocation as the Siting Review > Committee Coordinator? > > We will likely have more questions after we are given the opportunity to > review of the application. > > If it is necessary to meet on this matter, please make arrangements > through Mary Ramsey in the CAO (743-6050). 1 , ~ > > Michael J. Pawelczyk, Esq. > > GOREN, CHEROF, DOODY & EZROL, P.A. > 3099 E. Commercial Boulevard, Suite 200 > Fort Lauderdale, Florida 33308 > Tel. 954.771.4500 > Fax 954.771.4923 > > This e-mail and any files transmitted with it are confidential and > intended solely for the individual or entity to whom they are addressed. > If you have received this e-mail in error, please notify the sender by > return e-mail. Thank you. > > > > > -----Original Message----- > From: Pawelczyk, Mike [SMTP:PawelczykM@ci.boynton-beach.fl.us] > Sent: Friday, December 27, 2002 8:24 AM > To: 'mpawelczyk@cityatty.com' > Subject: FW: Collocation review by Siting Review Committee > > Forward e-mail from Mike Rumpf > > > -----Original Message----- > > From: Rumpf, Michael > > Sent: Thursday, December 26, 2002 4:16 PM > > To: Pawelczyk, Mikei Hawkins, Wilfredi Mazzella, Pete > > Subject: Collocation review by Siting Review Committee > > > > Please be informed that we have received a request for collocation on > the > > tower at the Miner Road Water Storage Tank site (3600 Miner Road). I > > requested and received information on structural analysis and site > changes > > for minor modification review. I understand that all new equipment is > to > > be placed on the existing leased parcel, and that the existing tower is > > structurally capable of supporting the proposed equipment. As a > committee > > we are required to review collocation requests. To save time, > particularly > > since the holiday period may prevent a timely meeting of all, please let > > me know if there are any questions on, and objections to this > collocation. > > If not, Planning & Zoning will conduct the minor mod review and ask > legal > > to process request as necessary. > > > > Happy Holidays and Happy New Year to all, > > Mike 2 ~pf, Michael From: Sent: To: Subject: Langley, Tonya [PCS] [tlangI02@sprintspectrum.com] Thursday, January 23, 2003 9:22 AM Rumpf, Michael RE: M103XC076-02 (3600 Miner Road, Boynton Beach. Florida) Thank you. -----Original Message----- From: Rumpf, Michael [mailto:RumpfM@ci.boynton-beach.fl.us] Sent: Wednesday, January 22, 2003 4:53 PM To: Langley, Tonya [PCS] Subject: RE: MI03XC076-02 (3600 Miner Road, Boynton Beach. Florida) Tonya, an original document will be circulated. Let me know if there are further questions. The minor modification review will soon be completed allowing the project to proceed to the permit stage. Mike -----Original Message----- From: Langley, Tonya [PCS] [mailto:tlangl02@sprintspectrum.com] Sent: Monday, January 20, 2003 9:41 AM To: Rumpf, Michael Subject: MI03XC076-02 (3600 Miner Road, Boynton Beach. Florida) Mike, I have reviewed the consent and do not see any issues. Should I have the faxed copy signed by Sprint or would you like to foward executables? From your last voicemail message I understand a Pre-Agenda Conference witll be held on January 21st. At that time is the consent signed or voted on? Please let me know if you need any additional information. Thanks for your help. Tonya Langley Property Specialist Sprint Sites USA 1357 Hembree Road, Suite 250 Roswell, Georgia 30076 Phone: 770-772-2235 Fax: 770-772-2227 1 -- t~/'f24J ('0 .- /~c.,~ [{i~ " __ Sb)!cl ~ AI# /!c-Mo t... ..s...Ic.J - /.9~~ ~ rrJ... ~ ~~ )0;r -}- (Jh- ('cJ -//!t~__ OYl2 J7t~, ~. '~Ma.fi~ , .-...=. ,MGC{ o/I~ f ~~ II}/OO!~ -.)'n.~r:::t.A . ;? ,0 d ~ Y G./-.z-.. . ~ /-cSh1 c (..; "Pc...JL ~ ~ , _ SWA 9v>~ OIL ((\. U 1 I.^ (~~ J'6J~ ,..,."":.'!;'e''''-~-'-- Tucker, Patricia From: Sent: To: Cc: Subject: Pawelczyk, Michael [mpawelczyk@cityatty,com] Monday, January 06, 2003 7:48 AM Rumpf, Michael Tucker, Patricia; Lamanna, Rosemarie RE: Collocation review by Siting Review Committee I am merely looking for the actual application for colocationjtower siting, if one was prepared. If not, I do not need any other documents. Michael J. Pawelczyk, Esq. GOREN, CHEROF, DOODY & EZROL, P.A. 3099 E. Commercial Boulevard, Suite 200 Fort Lauderdale, Florida 33308 Tel. 954.771.4500 Fax 954.771.4923 This e-mail and any files transmitted with it are confidential and intended solely for the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender by return e-mail. Thank you. > -----Original Message----- > From: Rumpf, Michael [SMTP:RumpfM@ci.boynton-beach.fl.us] > Sent: Saturday, January 04, 2003 3:57 PM > To: 'Pawelczyk, Michael' > Cc: Tucker, patricia > Subject: RE: Collocation review by Siting Review Committee > > Mike, an agenda request form will be drafted in my absence (in Tampa on > training) but I'm unclear what you need. I sent everything over to you > along > with the lease agreement. Please clarify and check for it in my files. > Mike > > Pat, please draft up an agenda request~orm for CC review of this request > (I'll place file on your chair). > > -----Original Message----- > From: Pawelczyk, Michael [mailto:mpawelczyk@cityatty.com] > Sent: Thursday, January 02, 2003 8:25 AM > To: Rumpf, Michael > Cc: Cherof, James; Hawkins, Wilfred; Mazzella, Pete; Lamanna, Rosemarie; > Ramsey, Mary > Subject: RE: Collocation review by Siting Review Committee > > > Mike, > > We have reviewed the existing Lease Agreement with Sprint. The document > requires that the CITY consent to the subleasejcolocation? Although I > would > still like to see a copy of the application, in order to move this along > without delay, you could prepare the agenda cover sheet requesting City > Commission approval of the colocation. > > Should you have any questions, please do not hestiate to contact me. > > 1 > > Michael J. pawelczyk, Esq. > > GOREN, CHEROF, DOODY & EZROL, P.A. > 3099 E. Commercial Boulevard, Suite 200 > Fort Lauderdale, Florida 33308 > Tel. 954.771.4500 > Fax 954.771.4923 > > This e-mail and any files transmitted with it are confidential and > intended > solely for the individual or entity to whom they are addressed. If you > have > received this e-mail in error, please notify the sender by return e-mail. > Thank you. > > > > > > -----Original Message----- > > From: Pawelczyk, Michael > > Sent: Friday, December 27, 2002 8:48 AM > > To: 'RumpfM@ci.boynton-beach.fl.us' > > Cc: Cherof, James; 'HawkinsW@ci.boynton-beach.fl.us'; > > 'MazzellaP@ci.boynton-beach.fl.us'; 'LamannaR@ci.boynton-beach.fl.us' > > Subject: FW: Collocation review by Siting Review Committee > > > > Mike, > > > > To my knowledge, we have not been provided with a copy of the > application > > submitted for the Miner Road Water Storage Tank Site. Please forward a > > copy to the City Attorney's Office ASAP. > > > > Is this a City facility? If so, please forward a copy of the existing > > tower site agreement, and any amendments thereto, with a copy of the > > application. Also, if this is a city facility, what are the terms of > the > > colocation? How much will the applicant be paying to colocate? Any > other > > terms of the colocation? > > > > Is it your recommendation to approve the colocation as the Siting Review > > Committee Coordinator? > > > > We will likely have more questions after we are given the opportunity to > > review of the application. > > > > If it is necessary to meet on this matter, please make arrangements > > through Mary Ramsey in the CAO (743-6050). > > > > > > Michael J. Pawelczyk, Esq. > > > > GOREN, CHEROF, DOODY & EZROL, P.A. > > 3099 E. Commercial Boulevard, Suite 200 > > Fort Lauderdale, Florida 33308 > > Tel. 954.771.4500 > > Fax 954.771.4923 > > > > This e-mail and any files transmitted with it are confidential and > > intended solely for the individual or entity to whom they are addressed. > > If you have received this e-mail in error, please notify the sender by > > return e-mail. Thank you. > > > > > > 2 > > > > -----Original Message----- > > From: Pawelczyk, Mike [SMTP:PawelczykM@ci.boynton-beach.fl.us] > > Sent: Friday, December 27, 2002 8:24 AM > > To: 'mpawelczyk@cityatty.com' > > Subject: FW: Collocation review by Siting Review Committee > > > > Forward e-mail from Mike Rumpf > > > > > -----Original Message----- > > > From: Rumpf, Michael > > > Sent: Thursday, December 26, 2002 4:16 PM > > > To: Pawelczyk, Mike; Hawkins, Wilfred; Mazzella, Pete > > > Subject: Collocation review by Siting Review Committee > > > > > > Please be informed that we have received a request for collocation on > > the > > > tower at the Miner Road Water Storage Tank site (3600 Miner Road). I > > > requested and received information on structural analysis and site > > changes > > > for minor modification review. I understand that all new equipment is > > to > > > be placed on the existing leased parcel, and that the existing tower > is > > > structurally capable of supporting the proposed equipment. As a > > committee > > > we are required to review collocation requests. To save time, > > particularly > > > since the holiday period may prevent a timely meeting of all, please > let > > > me know if there are any questions on, and objections to this > > collocation. > > > If not, Planning & Zoning will conduct the minor mod review and ask > > legal > > > to process request as necessary. > > > > > > Happy Holidays and Happy New Year to all, > > > Mike 3 ~f, Michael From: Sent: To: Cc: Subject: Pawelczyk, Michael [mpawelczyk@cityatty.com] Friday, December 27,20028:48 AM Rumpf, Michael Cherof, James; Hawkins, Wilfred; Mazzella, Pete; Lamanna, Rosemarie FW: Collocation review by Siting Review Committee Mike, To my knowledge, we have not been provided with a copy of the application submitted for the Miner Road Water Storage Tank Site. Please forward a copy to the City Attorney's Office ASAP. Is this a City facility? If so, please forward a copy of the existing tower site agreement, and any amendments thereto, with a copy of the application. Also, if this is a city facility, what are the terms of the colocation? How much will the applicant be paying to colocate? Any other terms of the colocation? Is it your recommendation to approve the colocation as the Siting Review Committee Coordinator? We will likely have more questions after we are given the opportunity to review of the application. If it is necessary to meet on this matter, please make arrangements through Mary Ramsey in the CAO (743-6050). Michael J. Pawelczyk, Esq. GOREN, CHEROF, DOODY & EZROL, P.A. 3099 E. Commercial Boulevard, Suite 200 Fort Lauderdale, Florida 33308 Tel. 954.771.4500 Fax 954.771. 4923 This e-mail and any files transmitted with it are confidential and intended solely for the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender by return e-mail. Thank you. > -----Original Message----- > From: Pawelczyk, Mike [SMTP:PawelczykM@ci.boynton-beach.fl.us] > Sent: Friday, December 27, 2002 8:24 AM > To: 'mpawelczyk@cityatty.com' > Subject: FW: Collocation review by Siting Review Committee > > Forward e-mail from Mike Rumpf > > > -----Original Message----- > > From: Rumpf, Michael > > Sent: Thursday, December 26, 2002 4:16 PM > > To: Pawelczyk, Mike; Hawkins, Wilfred; Mazzella, Pete > > Subject: Collocation review by Siting Review Committee > > > > Please be informed that we have received a request for collocation on > the > > tower at the Miner Road Water Storage Tank site (3600 Miner Road). I > > requested and received information on structural analysis and site 1 > changes > > for minor modification review. > to > > be placed on > > structurally > committee > > we are required to review collocation requests. To save time, > particularly > > since the holiday period may prevent a timely meeting of all, please let > > me know if there are any questions on, and objections to this > collocation. > > If not, Planning & zoning will conduct the minor mod review and ask > legal > > to process request as necessary. I understand that all new equipment is the existing leased parcel, and that the existing tower is capable of supporting the proposed equipment. As a > > > > Happy Holidays and Happy New Year to all, > > Mike 2 ~ Sprint SPRINT SITES USA GAROSD0201 1357 Hembree Road, SUite 250 Roswell, GA 30076 December 16, 2002 VIA FEDERAL EXPRESS Mr. Mike Rumpf City of Boynton Beach, Florida 100 East Boynton Beach Blvd. Boynton Beach, Florida 33425 (561) 742-6260 im". m 7tfir :-.- ;\17 ~ -(-- I r:~'- U~ ,r , " ; L~.. ~ DEe I 7 1 Re: Sprint Site #MI03XC076-02 Site Address: 3600 Miner Road, Boynton Beach, Florida 33435 To Mr. Rumpf: Omnipoint Holdings, Inc., a Delaware corporation, a participating subsidiary of Voice Stream Wireless Corporation, a Delaware corporation ("Voice Stream") has submitted an application to Sprint Sites USAsM, as agent for Sprint Spectrum L.P. ("Sprint") to collocate its facilities at the above-referenced tower site leased from you. As per the Lease Agreement for Telecommunication Tower Site, executed August 1996, Section 10, entitled "Assignment", which says that Sprint will notify the City of a proposed sublease and the City will provide written consent to allow Sprint the right to sublease, which consent will not be unreasonably withheld. As per your request, I have enclosed the following for your review: . Structural Analysis for the 146ft Monopole to include VoiceStream's equipment to be located on the tower . Construction Drawings for V oiceStream Wireless Please review the enclosed and, if satisfactory, please issue a consent letter for V oiceStream to collocate at the above referenced tower site. Please understand time is of the essence. Should you have any questions or comments, please give me a call (770) 772-2235. Thank you in advance for your time and cooperation. , '\ Sincerely, ! JJ Tonya Prope Enclosures ~f, Michael From: Sent: To: Subject: Mazzella, Pete Thursday, December 26,20024:19 PM Rumpf, Michael RE: Collocation review by Siting Review Committee Mike I don't see any problems with this request. Just add a note that they contact this Dept. before performing any excavating. Thanks Merry Christmas! Pete -----Original Message----- From: Rumpf, Michael Sent: Thursday, December 26,20024:16 PM To: Pawelczyk, Mike; Hawkins, Wilfred; Mazzella, Pete Subject: Collocation review by Siting Review Committee Please be informed that we have received a request for collocation on the tower at the Miner Road Water Storage Tank site (3600 Miner Road). I requested and received information on structural analysis and site changes for minor modification review. I understand that all new equipment is to be placed on the existing leased parcel, and that the existing tower is structurally capable of supporting the proposed equipment. As a committee we are required to review collocation requests. To save time, particularly since the holiday period may prevent a timely meeting of all, please let me know if there are any questions on, and objections to this collocation, If not, Planning & Zoning will conduct the minor mod review and ask legal to process request as necessary. Happy Holidays and Happy New Year to all, Mike 1 ~f, Michael From: Sent: To: Subject: Rumpf, Michael Tuesday, November .lli.-2002 4:09 PM Pawelczyk, Mike Sprint Tower Collocation Request Mike, I received from Wilfred Hawkins today a request for collocation on the Sprint tower on Miner Road, which I am forwarding a copy of to you. I have requested today from Sprint the engineering information confirming collocation capability, and site information to show proposed changes, which I want to obtain prior to calling a meeting of the tower siting review committee. In the interim, I wanted to give you the "heads-up" and request that you review the form of their request. Perhaps you have already reviewed this. Contact me should you have any questions. Thanks, Mike 1"? / ~ ~~C=fdL - r lk:, cc M~ S 5'0<- /4+ l; ''E l' r - Y ... ""(I 1Dr 7d ~~ le 'jbr ~ 7 { II? ye'2 '-'C"s..,1;' ""~J ,~~. ~j ~ Ii-. ~ J {" -"'-t/r-..... Cc:.(~v-L. :_ d-- 5, r~ c ~ 7~ oL. f..:tp < ' - "d ' '1fr-~ . ,< t'fl '7/ .Pc v' /' /. J<:'-~ Lc:7"'-~:~ -fV ~ ~ e.-r '" C c.. 1'"7...c. r;. '..... r e.Cc:-=" v"'-I_ 1 1047 N. 204tn Avenue Elkhorn, NE 68022 Ph: 402-289-1888 Fax: 402-289-1861 ....,.., SEMAAN ENGINEERING SOLUTIONS 146 ft SUMMIT Monopole Structural Analysis Prepared for: Sprint Sites USA 1357 Hembree Road Suite 250 Roswell, GA 30076 Site: M103XC076-02 - VoiceStream Boynton Beach, FL December 12, 2002 Io/Izfv Mr. Don Phillips Sprint Sites USA 1357 Hembree Road Suite 250 Roswell, GA 30076 Re: Site Number MI03XC076 - Bovnton Beach. FL. Dear Mr. Phillips: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the EIAfTIA-222-F standard and local building codes for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 146 ft SUMMIT Monopole. Refer to PJF job # A29296-323R dated November 1, 1996 for a detailed description of the structure. Method of analvsis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non-linear, which accounts for the second order geometric effects due to the displacements. The analysis was performed in conformance with EIAlTIA-222-F and local building codes for 120 mph no ice. Wind is applied to the structure, accessories and antennas. . Page 2 Structure loading: Per the loading sheet supplied, the analysis was performed using the following loading: (Proposed loading in bold) Elev. Qty. Antennas and Mounts Coax Owner (ft) 150.0 9 AP17-1900/090D/DP2 Mounted On a 14 ft (9) 1-5/8 Sprint platform with rail 130.0 9 RR65-19-o0DP Mounted On (3) Antenna (18) 1-5/8 VoiceStream Mount, T-Arm All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 63.2%. Foundation: Pole Reactions Original Design Current Analysis %Of Reactions Reactions Design Moment (ft-kips) 5,400.00 3,581.67 66.3 Shear (kips) 55.00 37.70 68.6 The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the EIAlTIA-222-F standards for a basic wind speed of 120 mph no ice. This wind speed is equivalent to a 140 mph 3-second gust wind speed. . Page 3 SEMAAN ENGINEERING SOLUTIONS 1047 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Copyright Semaan Engineering Solutions, Inc 146'-0" 146'-0" 40'-0" 40'-0" 1/2" Thick (60 KSI) 40'-0" 1/2" Thick (60 KSI) 78" 33'-6" ~ ~ Job Information Pole: MI03XC076 Description: Client: Sprint Sites USA - GA Location: Boynton Beach, FL Type: 18 Sides Slip Joints Height :(ft) 146.000 Taper: 0.2900 (inlft) Sections Properties Section Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) (ksi) 1 40.000 49.49 61.09 0.500 0.000 60 2 40.000 40.77 52.37 0.500 Slip Joint 78.000 60 3 20.000 37.57 43.37 0.500 Slip Joint 66.000 60 4 32.000 30.49 39.77 0.375 Slip Joint 60.000 60 5 35.000 22.00 32.15 0.250 Slip Joint 48.000 60 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Type Qty Description 146.000 149.500 Lightning 1 Lightning Rod 146.000 148.000 Platform 1 14 ft platform with rail 146.000 150.000 Panel 9 AP17.1900/090D/DP2 130.000 130.000 Straight 3 Antenna Mount, T-Arm 130.000 130.000 Panel 9 RR65-19-00DP Load Cases I Deflections Attach Translation Rotation Load Case Elev (ft) (in) (deg) No Ice No Ice Wind Speed - 120.00 mph wI No Ice 146.000 55.38 -3.523 130.000 43.86 -3.312 Reactions Moment Shear Axial Load Case (Kip-ft) (Kips) (Kips) No Ice 3,581.668 37.704 -36.329 145.000 140.000 135.000 130.000 125.000 120.000 115.000 110.000 105.000 100.000 95.000 88.000 83.000 Is 80.000 :; 73.500 > iil 68.000 65.000 60.000 55.000 50.000 45.000 40.000 33.500 30.000 25.000 20.000 15.000 10.000 5.000 0.000 Load Case: No Ice , , 3.88 8.88 13.88 18.88 23.88 28.88 33.88 38.88 Stresses (ksi) ~, Pole: MI03XC076 Sprint Sites USA - GA Location: Boynton Beach, FL Height: 146.0 (ft) Base Elev : 0.000 (ft) Shape: 18 Sides Base Dia : 61.09 (in) Top Dia : 22.00 (in) Taper: 0.290 (inlft) Copyright Semaan Engineering Solutions, Inc y 12/12/20029:30:50 AI Page: 1 A X Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Oia Elev Area Ix WIt O/t Oia Elev Area Ix WIt O/t Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) Ratio Ratio (in/ft) 1 40.000 0.5000 60 0.00 11 ,835 61.09 0.000 96.15 44598.2 20.13 122.1 49.49 40.0077.74 23574.2 16.04 98.98 0.290 2 40.000 0.5000 60 Slip Joint 78.00 9,952 52.37 33.50 82.32 27989.1 17.06 104.7 40.77 73.50 63.91 13098.5 12.97 81.55 0.290 3 20.000 0.5000 60 Slip Joint 66.00 4,317 43.37 68.00 68.03 15797.0 13.88 86.74 37.57 88.0058.83 10213.7 11.84 75.14 0.290 4 32.000 0.3750 60 Slip Joint 60.00 4,504 39.77 83.00 46.89 9193.9 17.29 106.0 30.49 115.035.84 4107.0 12.93 81.31 0.290 5 35.000 0.2500 60 Slip Joint 48.00 2,535 32.15 111.0 25.31 3254.3 21.27 128.6 22.00 146.0 17.26 1031.5 14.11 88.00 0.290 Shaft Weight 33,143 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft) 146.0 Lightning Rod 1 35.00 1.050 1.00 44.00 1.730 1.00 0.000 0.00 3.500 146.0 14 ft platform with rail 1 2100.00 37.860 1.00 3200.00 42.550 1.00 0.000 0.00 2.000 146.0 AP17-1900/090D/DP2 9 12.00 4.120 0.67 29.00 4.700 0.67 0.000 0.00 4.000 130.0 Antenna Mount, T -Arm 3 258.00 10.670 0.67 336.00 14.200 0.67 0.000 0.00 0.000 130.0 RR65-19-00DP 9 23.00 6.000 1.00 52.00 6.850 1.00 0.000 0.00 0.000 Totals 23 3224.00 4981.00 Number of Loadings: 5 Pole: MI03XC076 Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y Location: Boynton Beach, FL 12/12/20029:30:50 AI Height: 146.0 (ft) Base Elev : 0.000 (ft) Page: 2 Shape: 18 Sides Base Dia : 61.09 (in) Top Dia : 22.00 (in) A Taper: 0.290 (inlft) X Seament Properties (Max Len 5 ft) Seg Elev Thick Dia Area Ix Wit DIt Fy Fb Weight (ft) Description (in) (in) (in^2) (in^4) Ratio Ratio (ksi) (ksi) (Ib) 0.00 0.5000 61.090 96.153 44,598.2 20.13 122.18 60 48 0.0 5.00 0.5000 59.640 93.852 41,472.3 19.62 119.28 60 48 1,616.4 10.00 0.5000 58.190 91.551 38,496.0 19.11 116.38 60 48 1,577.2 15.00 0.5000 56.740 89.250 35,665.7 18.60 113.48 60 48 1,538.1 20.00 0.5000 55.290 86.949 32,977.5 18.09 110.58 60 48 1,498.9 25.00 0.5000 53.840 84.648 30,428.0 17.58 107.68 60 48 1,459.8 30.00 0.5000 52.390 82.346 28,013.4 17.06 1 04.78 60 48 1,420.6 33.50 Bot - Section 2 0.5000 51.375 80.736 26,401.4 16.71 102.75 60 48 971.1 35.00 0.5000 50.940 80.045 25,730.0 16.55 101.88 60 48 828.8 40.00 Top - Section 1 0.5000 50.490 79.331 25,047.5 16.39 100.98 60 48 2,711.6 45.00 0.5000 49.040 77.030 22,930.5 15.88 98.08 60 48 1,330.2 50.00 0.5000 47.590 74.729 20,936.3 15.37 95.18 60 48 1,291.0 55.00 0.5000 46.140 72.428 19,061.2 14.86 92.28 60 48 1,251.9 60.00 0.5000 44.690 70.127 17,301.6 14.35 89.38 60 48 1,212.7 65.00 0.5000 43.240 67.826 15,653.7 13.84 86.48 60 48 1,173.6 68.00 Bot - Section 3 0.5000 42.370 66.445 14,717.1 13.53 84.74 60 48 685.3 70.00 0.5000 41.790 65.525 14,114.0 13.33 83.58 60 48 908.9 73.50 Top - Section 2 0.5000 41.775 65.501 14,098.6 13.32 83.55 60 48 1 ,560.5 75.00 0.5000 41.340 64.811 13,657.5 13.17 82.68 60 48 332.6 80.00 0.5000 39.890 62.510 12,253.8 12.66 79.78 60 48 1,083.1 83.00 Bot - Section 4 0.5000 39.020 61.129 11,459.7 12.35 78.04 60 48 631.1 85.00 0.5000 38.440 60.209 10,949.8 12.15 76.88 60 48 729.6 88.00 Top - Section 3 0.3750 38.320 45.162 8,215.6 16.61 102.19 60 48 1,073.9 90.00 0.3750 37.740 44.472 7,844.6 16.33 100.64 60 48 305.0 95.00 0.3750 36.290 42.746 6,966.3 15.65 96.77 60 48 742.0 100.00 0.3750 34.840 41.020 6,156.2 14.97 92.91 60 48 712.6 105.00 0.3750 33.390 39.295 5,411.4 14.29 89.04 60 48 683.2 110.00 0.3750 31.940 37.569 4,729.3 13.61 85.17 60 48 653.9 111.00 Bot - Section 5 0.3750 31.650 37.224 4,600.1 13.47 84.40 60 48 127.3 115.00 Top - Section 4 0.2500 30.990 24.391 2,912.0 20.45 123.96 60 48 835.5 120.00 0.2500 29.540 23.241 2,519.1 19.42 118.16 60 48 405.2 125.00 0.2500 28.090 22.090 2,163.2 18.40 112.36 60 48 385.6 130.00 0.2500 26.640 20.940 1,842.5 17.38 106.56 60 48 366.1 135.00 0.2500 25.190 19.789 1,555.2 16.36 100.76 60 48 346.5 140.00 0.2500 23.740 18.639 1,299.4 15.33 94.96 60 48 326.9 145.00 0.2500 22.290 17.488 1,073.3 14.31 89.16 60 48 307.3 146.00 0.2500 22.000 17.258 1,031.5 14.11 88.00 60 48 59.1 33,142.9 Pole: MI03XC076 Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y 12/12/2002 9:30:50 AI Location: Boynton Beach, FL Height: 146.0 (ft) Base Elev : 0.000 (ft) Page: 3 Shape: 18 Sides Base Dia : 61.09 (in) Top Dia: 22.00 (in) A Taper: 0.290 (inlft) X Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev qz qzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph-ft) Cf (ft) (sf) (sf) (Ib) (I b) (Ib) 0.00 1.00 36.86 62.30 610.90 0.650 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 36.86 62.30 596.40 0.650 5.00 25.152 16.349 1018.54 0.00 1,616.4 10.00 1.00 36.86 62.30 581.90 0.650 5.00 24.548 15.956 994.07 0.00 1,577.2 15.00 1.00 36.86 62.30 567.40 0.650 5.00 23.944 15.563 969.60 0.00 1,538.1 20.00 1.00 36.86 62.30 552.90 0.650 5.00 23.340 15.171 945.14 0.00 1,498.9 25.00 1.00 36.86 62.30 538.40 0.650 5.00 22.735 14.778 920.67 0.00 1,459.8 30.00 1.00 36.86 62.30 523.90 0.650 5.00 22.131 14.385 896.21 0.00 1 ,420.6 33.50 Bot - Section 2 1.00 37.02 62.56 514.85 0.650 3.50 15.132 9.836 615.43 0.00 971.1 35.00 1.01 37.48 63.35 513.70 0.650 1.50 6.520 4.238 268.49 0.00 828.8 40.00 Top - Section 1 1.05 38.94 65.82 508.69 0.650 5.00 21.340 13.871 912.97 0.00 2,711.6 45.00 1.09 40.28 68.07 512.62 0.650 5.00 20.735 13.478 917.49 0.00 1,330.2 50.00 1.12 41.51 70.15 505.00 0.650 5.00 20.131 13.085 917.98 0.00 1,291.0 55.00 1.15 42.65 72.09 496.33 0.650 5.00 19.527 12.693 915.01 0.00 1,251.9 60.00 1.18 43.73 73.90 486.74 0.650 5.00 18.923 12.300 909.02 0.00 1,212.7 65.00 1.21 44.74 75.61 476.37 0.650 5.00 18.319 11.907 900.35 0.00 1,173.6 68.00 Bot - Section 3 1.22 45.32 76.59 469.80 0.650 3.00 10.701 6.956 532.78 0.00 685.3 70.00 1.24 45.70 77.23 465.29 0.650 2.00 7.180 4.667 360.44 0.00 908.9 73.50 Top - Section 2 1.25 46.34 78.31 457.17 0.650 3.50 12.332 8.016 627.79 0.00 1,560.5 75.00 1.26 46.60 78.77 464.84 0.650 1.50 5.195 3.377 265.97 0.00 332.6 80.00 1.28 47.47 80.23 452.69 0.650 5.00 16.923 11.000 882.59 0.00 1,083.1 83.00 Bot - Section 4 1.30 47.97 81.08 445.15 0.650 3.00 9.864 6.411 519.87 0.00 631.1 85.00 1.31 48.30 81.63 440.03 0.650 2.00 6.580 4.277 349.16 0.00 729.6 88.00 Top - Section 3 1.32 48.78 82.45 432.21 0.650 3.00 9.689 6.298 519.25 0.00 1,073.9 90.00 1.33 49.10 82.98 435.56 0.650 2.00 6.338 4.120 341.88 0.00 305.0 95.00 1.35 49.86 84.27 422.07 0.650 5.00 15.423 10.025 844.83 0.00 742.0 100.00 1.37 50.60 85.51 408.19 0.650 5.00 14.819 9.632 823.72 0.00 712.6 105.00 1.39 51.31 86.71 393.94 0.650 5.00 14.215 9.239 801.23 0.00 683.2 110.00 1.41 51.99 87.87 379.34 0.650 5.00 13.610 8.847 777.44 0.00 653.9 111.00 Bot - Section 5 1.41 52.13 88.10 376.38 0.650 1.00 2.650 1.722 151.74 0.00 127.3 115.00 Top - Section 4 1.42 52.66 89.00 364.43 0.650 4.00 10.523 6.840 608.79 0.00 835.5 120.00 1.44 53.30 90.09 355.23 0.650 5.00 12.610 8.197 738.45 0.00 405.2 125.00 1.46 53.93 91.14 339.77 0.650 5.00 12.006 7.804 711.32 0.00 385.6 130.00 Appertunance(s) 1.48 54.54 92.17 324.04 0.650 5.00 11.402 7.411 683.14 0.00 366.1 135.00 1.49 55.13 93.17 308.06 0.650 5.00 10.798 7.019 653.96 0.00 346.5 140.00 1.51 55.70 94.14 291.84 0.650 5.00 10.194 6.626 623.81 0.00 326.9 145.00 1.52 56.27 95.09 275.39 0.650 5.00 9.590 6.233 592.75 0.00 307.3 146.00 Appertunance( s) 1.52 56.38 95.28 272.07 0.650 1.00 1.845 1.200 114.29 0.00 59.1 Totals: 146.00 24,626.19 0.00 33,142.9 Pole: Location: Height: Shape: Base Dia : Taper: MI03XC076 Boynton Beach, FL 146.0 (ft) 18 Sides 61.09 (in) 0.290 (inlft) Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y 12/12/2002 9:30:50 AI Page: 4 Base Elev: 0.000 (ft) Top Dia: 22.00 (in) A X Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Elev qz qzGh l;aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib-ft) (Ib) 130.00 Antenna Mount, T-Arm 3 54.54 92.17 21.351 0.667 0.000 0.0 0.0 1967.99 0.00 0.00 0.00 0.00 774.0 130.00 RR65-19-00DP 9 54.54 92.17 54.000 1.000 0.000 0.0 0.0 4977.44 0.00 0.00 0.00 0.00 207.0 146.00 Lightning Rod 1 56.76 95.93 1.050 1.000 0.000 3.5 0.0 100.73 0.00 0.00 0.00 352.54 35.0 146.00 14 ft platform with rail 1 56.60 95.65 37.860 1.000 0.000 2.0 0.0 3621.45 0.00 0.00 0.00 7242.90 2100.0 146.00 AP17 -1900/090D/DP2 9 56.81 96.02 24.732 0.667 0.000 4.0 0.0 2374.84 0.00 0.00 0.00 9499.35 108.0 13,042.4 0.00 3,224.0 Pole: MI03XC076 Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y Location: Boynton Beach, FL 12/12/2002 9:30:50 AI Height: 146.0 (ft) Base Elev : 0.000 (ft) Page: 5 Shape: 18 Sides Base Dia : 61.09 (in) Top Dia : 22.00 (in) Taper: 0.290 (in/ft) Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Forces SUmmary Seg x Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 1,018.54 1,616.36 0.00 0.00 0.00 0.00 10.00 0.00 0.00 994.07 1,577 .21 0.00 0.00 0.00 0.00 15.00 0.00 0.00 969.60 1,538.06 0.00 0.00 0.00 0.00 20.00 0.00 0.00 945.14 1,498.91 0.00 0.00 0.00 0.00 25.00 0.00 0.00 920.67 1,459.76 0.00 0.00 0.00 0.00 30.00 0.00 0.00 896.21 1,420.61 0.00 0.00 0.00 0.00 33.50 0.00 0.00 615.43 971.13 0.00 0.00 0.00 0.00 35.00 0.00 0.00 268.49 828.75 0.00 0.00 0.00 0.00 40.00 0.00 0.00 912.97 2,711.62 0.00 0.00 0.00 0.00 45.00 0.00 0.00 917.49 1,330.16 0.00 0.00 0.00 0.00 50.00 0.00 0.00 917.98 1 ,291.01 0.00 0.00 0.00 0.00 55.00 0.00 0.00 915.01 1 ,251.86 0.00 0.00 0.00 0.00 60.00 0.00 0.00 909.02 1,212.71 0.00 0.00 0.00 0.00 65.00 0.00 0.00 900.35 1,173.56 0.00 0.00 0.00 0.00 68.00 0.00 0.00 532.78 685.34 0.00 0.00 0.00 0.00 70.00 0.00 0.00 360.44 908.93 0.00 0.00 0.00 0.00 73.50 0.00 0.00 627.79 1,560.48 0.00 0.00 0.00 0.00 75.00 0.00 0.00 265.97 332.57 0.00 0.00 0.00 0.00 80.00 0.00 0.00 882.59 1,083.11 0.00 0.00 0.00 0.00 83.00 0.00 0.00 519.87 631.07 0.00 0.00 0.00 0.00 85.00 0.00 0.00 349.16 729.64 0.00 0.00 0.00 0.00 88.00 0.00 0.00 519.25 1,073.90 0.00 0.00 0.00 0.00 90.00 0.00 0.00 341.88 305.01 0.00 0.00 0.00 0.00 95.00 0.00 0.00 844.83 741.96 0.00 0.00 0.00 0.00 100.00 0.00 0.00 823.72 712.60 0.00 0.00 0.00 0.00 105.00 0.00 0.00 801.23 683.24 0.00 0.00 0.00 0.00 110.00 0.00 0.00 777.44 653.87 0.00 0.00 0.00 0.00 111.00 0.00 0.00 151.74 127.25 0.00 0.00 0.00 0.00 115.00 0.00 0.00 608.79 835.52 0.00 0.00 0.00 0.00 120.00 0.00 0.00 738.45 405.20 0.00 0.00 0.00 0.00 125.00 0.00 0.00 711.32 385.63 0.00 0.00 0.00 0.00 130.00 0.00 0.00 7,628.57 1,347.05 0.00 0.00 0.00 0.00 135.00 0.00 0.00 653.96 346.48 0.00 0.00 0.00 0.00 140.00 0.00 0.00 623.81 326.90 0.00 0.00 0.00 0.00 145.00 0.00 0.00 592.75 307.33 0.00 0.00 0.00 0.00 146.00 0.00 0.00 6,211.31 2,302.12 0.00 0.00 0.00 17,094.79 Totals: 37,668.63 36,366.90 0.00 0.00 0.00 17,094.79 . .'\;1; Pole: MI03XC076 Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y 12/12/20029:30:51 AI Location: Boynton Beach, FL Height: 146.0 (ft) Base Elev : 0.000 (ft) Page: 6 Shape: 18 Sides Base Dia : 61.09 (in) Top Dia : 22.00 (in) A Taper: 0.290 (inlft) X Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 37.704 36.329 0.000 0.000 0.000 3,581.668 0.000 0.000 0.000 0.000 5.00 36.752 34.642 0.000 0.000 0.000 3,393.148 -0.060 0.000 0.060 -0.111 10.00 35.819 32.996 0.000 0.000 0.000 3,209.389 -0.238 0.000 0.238 -0.224 15.00 34.906 31.392 0.000 0.000 0.000 3,030.294 -0.536 0.000 0.536 -0.340 20.00 34.012 29.829 0.000 0.000 0.000 2,855.767 -0.955 0.000 0.955 -0.457 25.00 33.138 28.308 0.000 0.000 0.000 2,685.708 -1.499 0.000 1.499 -0.577 30.00 32.275 26.839 0.000 0.000 0.000 2,520.020 -2.169 0.000 2.169 -0.698 33.50 31.675 25.841 0.000 0.000 0.000 2,407.059 -2.714 0.000 2.714 -0.786 35.00 31.431 24.971 0.000 0.000 0.000 2,359.546 -2.968 0.000 2.968 -0.824 40.00 30.526 22.206 0.000 0.000 0.000 2,202.392 -3.899 0.000 3.899 -0.951 45.00 29.630 20.828 0.000 0.000 0.000 2,049.764 -4.964 0.000 4.964 -1.079 50.00 28.729 19.493 0.000 0.000 0.000 1,901.613 -6.161 0.000 6.161 -1.201 55.00 27.826 18.201 0.000 0.000 0.000 1,757.970 -7.486 0.000 7.486 -1.326 60.00 26.926 16.951 0.000 0.000 0.000 1,618.839 -8.943 0.000 8.943 -1.452 65.00 26.023 15.756 0.000 0.000 0.000 1,484.211 -10.532 0.000 10.532 -1.579 68.00 25.488 15.056 0.000 0.000 0.000 1,406.143 -11.550 0.000 11.550 -1.658 70.00 25.119 14.126 0.000 0.000 0.000 1,355.167 -12.256 0.000 12.256 -1.711 73.50 24.459 12.558 0.000 0.000 0.000 1,267.249 -13.546 0.000 13.546 -1.804 75.00 24.200 12.199 0.000 0.000 0.000 1,230.562 -14.120 0.000 14.120 -1.845 80.00 23.300 11.106 0.000 0.000 0.000 1 ,109.564 -16.117 0.000 16.117 -1.967 83.00 22.770 10.469 0.000 0.000 0.000 1 ,039.663 -17.378 0.000 17.378 -2.041 85.00 22.406 9.728 0.000 0.000 0.000 994.123 -18.244 0.000 18.244 -2.092 88.00 21.856 8.650 0.000 0.000 0.000 926.906 -19.582 0.000 19.582 -2.167 90.00 21.518 8.320 0.000 0.000 0.000 883.193 -20.501 0.000 20.501 -2.217 95.00 20.664 7.559 0.000 0.000 0.000 775.604 -22.905 0.000 22.905 -2.368 100.00 19.828 6.831 0.000 0.000 0.000 672.285 -25.464 0.000 25.464 -2.515 105.00 19.012 6.138 0.000 0.000 0.000 573.146 -28.177 0.000 28.177 -2.659 110.00 18.212 5.496 0.000 0.000 0.000 478.087 -31.037 0.000 31.037 -2.797 111.00 18.061 5.355 0.000 0.000 0.000 459.875 -31.626 0.000 31.626 -2.826 115.00 17 .420 4.517 0.000 0.000 0.000 387.633 -34.039 0.000 34.039 -2.931 120.00 16.671 4.112 0.000 0.000 0.000 300.535 -37.174 0.000 37.174 -3.050 125.00 15.948 3.729 0.000 0.000 0.000 217.182 -40.449 0.000 40.449 -3.196 130.00 8.260 2.803 0.000 0.000 0.000 137.442 -43.863 0.000 43.863 -3.312 135.00 7.591 2.485 0.000 0.000 0.000 96.141 -47.381 0.000 47.381 -3.403 140.00 6.951 2.189 0.000 0.000 0.000 58.188 -50.984 0.000 50.984 -3.473 145.00 6.341 1.916 0.000 0.000 0.000 23.436 -54.647 0.000 54.647 -3.518 146.00 6.211 0.000 0.000 0.000 0.000 17.095 -55.384 0.000 55.384 -3.523 . Pole: MI03XC076 Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc Location: Boynton Beach, FL y 12/12/20029:30:51 AI Height: 146.0 (ft) Base Elev : 0.000 (ft) Page: 7 Shape: 18 Sides Base Dia : 61.09 (in) Top Dia : 22.00 (in) A Taper: 0.290 (inlft) X Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed : 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (V) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.378 0.790 0.000 0.000 0.000 29.891 30.300 48.0 0.632 5.00 0.369 0.789 0.000 0.000 0.000 29.729 30.129 48.0 0.628 10.00 0.360 0.789 0.000 0.000 0.000 29.557 29.948 48.0 0.624 15.00 0.352 0.788 0.000 0.000 0.000 29.371 29.754 48.0 0.620 20.00 0.343 0.788 0.000 0.000 0.000 29.171 29.546 48.0 0.616 25.00 0.334 0.789 0.000 0.000 0.000 28.953 29.319 48.0 0.611 30.00 0.326 0.790 0.000 0.000 0.000 28.714 29.072 48.0 0.606 33.50 0.320 0.791 0.000 0.000 0.000 28.537 28.890 48.0 0.602 35.00 0.312 0.791 0.000 0.000 0.000 28.461 28.805 48.0 0.600 40.00 0.280 0.776 0.000 0.000 0.000 27.048 27.361 48.0 0.570 45.00 0.270 0.775 0.000 0.000 0.000 26.708 27.012 48.0 0.563 50.00 0.261 0.775 0.000 0.000 0.000 26.335 26.630 48.0 0.555 55.00 0.251 0.774 0.000 0.000 0.000 25.926 26.212 48.0 0.546 60.00 0.242 0.774 0.000 0.000 0.000 25.476 25.752 48.0 0.537 65.00 0.232 0.773 0.000 0.000 0.000 24.978 25.246 48.0 0.526 68.00 0.227 0.773 0.000 0.000 0.000 24.664 24.927 48.0 0.520 70.00 0.216 0.773 0.000 0.000 0.000 24.446 24.698 48.0 0.515 73.50 0.192 0.753 0.000 0.000 0.000 22.877 23.1 06 48.0 0.482 75.00 0.188 0.753 0.000 0.000 0.000 22.694 22.919 48.0 0.478 80.00 0.178 0.751 0.000 0.000 0.000 22.006 22.222 48.0 0.463 83.00 0.171 0.751 0.000 0.000 0.000 21.568 21.778 48.0 0.454 85.00 0.162 0.750 0.000 0.000 0.000 21.263 21.464 48.0 0.447 88.00 0.192 0.975 0.000 0.000 0.000 26.340 26.586 48.0 0.554 90.00 0.187 0.975 0.000 0.000 0.000 25.887 26.129 48.0 0.545 95.00 0.177 0.974 0.000 0.000 0.000 24.616 24.851 48.0 0.518 100.00 0.167 0.974 0.000 0.000 0.000 23.180 23.408 48.0 0.488 105.00 0.156 0.975 0.000 0.000 0.000 21.546 21.768 48.0 0.454 110.00 0.146 0.977 0.000 0.000 0.000 19.672 19.890 48.0 0.415 111.00 0.144 0.978 0.000 0.000 0.000 19.277 19.495 48.0 0.406 115.00 0.185 1.439 0.000 0.000 0.000 25.133 25.441 48.0 0.530 120.00 0.177 1.446 0.000 0.000 0.000 21.472 21.793 48.0 0.454 125.00 0.169 1.455 0.000 0.000 0.000 17.182 17 .533 48.0 0.365 130.00 0.134 0.795 0.000 0.000 0.000 12.107 12.318 48.0 0.257 135.00 0.126 0.773 0.000 0.000 0.000 9.488 9.706 48.0 0.202 140.00 0.117 0.752 0.000 0.000 0.000 6.477 6.722 48.0 0.140 145.00 0.110 0.731 0.000 0.000 0.000 2.965 3.325 48.0 0.069 146.00 0.000 0.725 0.000 0.000 0.000 2.221 2.552 48.0 0.053 , Pole: Location: Height: Shape: Base Dia : Taper: MI03XC076 Boynton Beach, FL 146.0 (ft) 18 Sides 61.09 (in) 0.290 (inlft) Sprint Sites USA - GA Copyright Semaan Engineering Solutions, Inc y 12/12/20029:30:51 AI Page: 8 Base Elev: 0.000 (ft) Top Dia: 22.00 (in) Load Case: No Ice 120 mph - No Ice 20 Iterations Gust Response Factor: 1.69 Effective Wind Speed: 120. (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 Analvsis SUmmary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 37.704 0.000 36.329 0.000 0.000 3,581.668 30.300 48.0 0.000 0.632