The URL can be used to link to this page

Home My WebLink AboutENGINEERING PAPERWORKP Page 1 of 4 Federal Communications Commission 23 iv .4111r r Public Safety and Homeland Security Bureau , x, •CeMMIS�e RADIO STATION AUTHORIZATION Licensee: ST. LUCIE COUNTY FIRE DISTRICT FCC Registration Number (FRN): 0012236766 SIGURD BO ST. LUCIE COUNTY FIRE DISTRICT 5160 NW MILNER DRIVE PORT ST. LUCIE FL 34983 SGANNED 13Y St. Lucie County Call Sign File Number WQFR287 0002938831 Radio Service PW - Public Safety Pool, Conventional Regulatory Status PMRS Frequency Coordination Number 1 gram Wale 06 I Effective Date Expiration Date Print Date 09-14-2003-08-2007 o9-14-2016 03-o8-2007 1. STATION TECHNICAL SPECIFICATIONS 'fixed Location Address or Mobile Area of Operation Loc. 1 Address 1201-1 LENNARD DRIVE City County PORT ST, LUCIE ST. LUCIE Let (NAD83): 27-18-14.3 N Long (NAD83): 80-16-46.9 W -oc. 2 Address 7583'OCEAN DRIVE City County JENSEN BEACH ST. LUCIE Let (NAD83): 27-17-50.2 N Long (NAD83): 80-13-5-2 W -oc. 3 Address 777 DALTON CIRCLE City PORT ST. LUCIE Let (NAD83): 27-15-49.2 N -oc- 1 Address 201 BECKER ROAD City PORT ST. LUCIE Let (NAD83): 27-12-36.5 N .oc. Address 300 NW CALIFORNIA BLVD City PORT ST. LUCIE County ST. LUCIE Long (NAD83): 80-24-43.2 W County ST. LUCIE Long (NAD83): 80-21-29-3 W County ST. LUCIE State F ASR 2 S FL ASR No.: State FL ASR No.: State FL ASR No.: State FL :onditions: 'ursuant to Section 309(h) of the Communications Act of 1934, as amended, 47 U.S.C. Section 309(h), this license is ubject to the following conditions: This license shall not vest in the licensee any right to operate the station not cv)1 ght in the use of the frequencies designated in the license beyond the term thereof nor in any other mcnrlel than luthorized herein. Neither the license nor the right granted thereunder shall be assigned or otherwise transferred in iolation of the Communications Act of 1934, as amended. See 47 U.S.C. Section 310(d). This license is subiect in brms to the right of use or control conferred by Section 706 of the Communications Act of 1934, as amended ee 47 U.S.C. Section 606. FCC 601 - ULSHSI December 2006 'Richter Engineering, Inc. Certificate of Authorization 09356 April 26, 2007 St. Lucie County Building Dept Ft. Pierce, FL Re: 120-Ft Self Support Tower CON St. Lucie County, FL FILE Dear Building Official: It is understood that Expert Construction Managers is proposing to construct a 120-ft self support pole for this site. The tower will be designed in accordance with the 2004 Florida Building Code (FBC) and the Telecommunications Industry Association Standard TIA/EIA-222-F standard. The basic wind speed is a design wind velocity, which means that the tower will safely withstand the fall design wind velocity and still maintain an additional load capacity known as a "Safety Factor." The safety factors used to design communication poles are the same factors used in building design. A safety factor of 1.25 is specified by the American Institute of Steel Construction (AISC) and a factor of 1.3 is specified by the American Concrete Institute (ACI). These safety factors are incorporated into both the pole and foundation design. A 1.25 safety factor means that the pole would have to be subject to 25% more load (than the design load) before failure would theoretically occur. This tower was designed with the top 40-ft meeting the design wind criteria, while the lower 80-ft of the pole and anchor rods will be over -designed to resist more than the design wind loads. When steel becomes overstressed it does not suddenly break, it will bend and buckle. In the unlikely event that this pole would experience a wind event that would cause a collapse, the upper portion of the pole would become overstressed first and would buckle. The upper portion of the tower would then double over and hang from this level or, at worst, break off resulting in a fall radius of approximately 40-ft. Once the upper portion is no longer upright catching the full force of the wind, the stresses in the lower portion of the pole are reduced, making a further collapse of the tower unlikely. If you haveany further questions, please feel free to contact me. Mark Richter, PE FLPE 56196 Mail: 2007 W. Reynolds St, Plant City, FL 33563 * 813-754-8148 ■ FAX 813-752-0512 - '11 MR. -A Mark V. Richter Licensed Professional Engineer 2007 West Reynolds St. • Plant City, 33563 • Tel 813.500.0362 • Fax 813.782.0512 May 16, 2007 COPYFILE Expert Construction Managers, Inc. 815 S. Kings, Ave. Brandon, FL 33511 RE: St. Lucie County Fire Department, Fire Station #8 120' SS tower Please be advised that we will inspect the construction on the above referenced project and provide an engineering letter for $500. Mark V. Richter, P.E. Florida License # 56196 R Mark V. Richter Licensed Professional Engineer 2007 West Reynolds St. • Plant City, 33563 • Tel 813.600.0362 • Fax B13.752.05.12 May16,2007 FILE COPY Expert Construction Managers, Inc. 815 S. Kings, Ave. Brandon, FL 33511 RE: St. Lucie County Fire Department, Fire Station #8 120' SS tower Please be advised that we will inspect the construction on the above referenced project and provide an engineering letter for $500. Mark V. Richter, P.E. Florida License # 56196 Page 1 of 1 Saint Lucie County, Florida Property Appraiser's - Internet Mapping Print Service N. Y art F ' .w.. \��.` ✓��g g","." :lam `•) 'fr; ( �► Map Legend: --Interstates Toll, Roads — MajorRoeds (] �bdNision Condo �20+Acres 0' Parcels Q;I'mprvd Sales [,] Land Sales http://www.paslc.org/StlPrintnew.asp?Cmd=SIZE&Se1Cmd=&MapWidth=647&MapHeight=487&activeLayer-8&where=o&... 4/20/2007 44 OPPE0.0 R C TEST BORING RECORD SCIENCES BORING NO: FS#8 PROJECT: Fire Stations No. 8 and 15 JOB NO: 06-1249-64 REPORT NO: 001 PROJECT LOCATION: Fort Pierce, FL ELEVATION: Not Provided BORING STARTED: 11/9/2006 BORING COMPLETED: 11/9/2006 DRILLING METHOD: Mud Rotary RIG TYPE: Dietrich D50 HAMMER: Rope and Cathead GROUNDWATER: _% 4.0 ATD BORING DIAMETER (IN): 3 SHEET 1 OF 2 Remarks: G (FT.) (�) DEPTH (FT) MATERIAL DESCRIPTION L S R RESISTANCE N TI N O 0 10 SO JO 0 50 60 70 609010 BLOWS 5„ Brawn -orange -tan fine SAND (SP) Tan fine SAND (SP) Tan fine SAND (SP) with few limerock fragments 5 Dense tan fine SAND (SP) with trace limerock fragments 10 - 14 - 21 Dense tan fine SAND (SP) with few limerock fragments 12 - 17 - 23 10 Very firm to dense to gray fine SAND (SP) with trace to few shell fragments 11 -12 - 15 15 8-15- 20 19 9-15- 25 Ila _M 0 P0.0PER0 R C TEST BORING RECORD S C I E N C E S BORING NO: FS#8 PROJECT: Fire Stations No. 8 and 15 JOB NO: 06-1249-64 REPORT NO: 001 PROJECT LOCATION: Fort Pierce, FL ELEVATION: Not Provided BORING STARTED: 11/9/2006 BORING COMPLETED: 11/912006 DRILLING METHOD: Mud Rotary RIG TYPE: Dietrich D50 HAMMER: Rope and Cathead GROUNDWATER: Q 4.0 ATD BORING DIAMETER (IN): 3 SHEET 2 OF 2 Remarks: FILE C(j PY G ELEVPENET (Fr.) DEPTH MATERIAL DESCRIPTION L S RDARDI STANRESISTANCE (N)RATION a ro xo ao ao so so ro es solo BLOWS 25 30 35 ao 45 50 9-15- 17 9-15- 17 9-15-7 Very firm to dense to gray fine SAND (SP) with trace to few shell fragments(Continued) Very firm gray clayey fine SAND (SC) Boring terminated at 40 feet. Boring was backfilled with grout.