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Permit Comm Alteration (Cell Tower) 469 11th St ST WP #1 2012 CITY OF ATLANTIC BEACH r, 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jit Application Number . . . . . 12-00001374 Date 9/27/12 Property Address . . . . . . 469 11TH ST WP #1 Application type description COMMERCIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 ---------------------------------------------------------------------------- Application desc add lines and antennas to cell tower ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF ATLANTIC BEACH ATLANTIC TOWER SERVICES, INC 800 SEMINOLE RD 2544 E LANDSTREET RD # 600 ATLANTIC BEACH FL 32233 ORLANDO FL 32824 (407) 423-9071 --- Structure Information 000 000 ANTENNA TO CELL TOWER Occupancy Type . . . . . . BUSINESS ---------------------------------------------------------------------------- Permit . . . . . . COMMERCIAL ALTERATION/OTHER Additional desc . . Permit Fee . . . . 110 . 00 Plan Check Fee 55 . 00 Issue Date . . . . Valuation . . . . 12000 Expiration Date . . 3/26/13 ---------------------------------------------------------------------------- Special Notes and Comments ROLL OFF CONTAINER COMPANY MUST BE ON CITY APPROVED LIST AND CONTAINER CANNOT BE PLACED ON CITY RIGHT-OF-WAY. (APPROVED: ADVANCED DISPOSAL, REALCO, SHAPPELLE' S, WASTE MANAGEMENT) PROVIDE TABLE OF IMPERVIOUS SURFACE CALCULATIONS FOR ENTIRE LOT (EXISTING AND POST CONSTRUCTION) FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES . CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. PROVIDE EROSION AND SEDIMENT CONTROL PLANS WITH INSTALLATION DETAILS AND MAINTENANCE SCHEDULE SECTION 24-66 (B) OF THE LAND DEVELOPMENT REGULATIONS REQUIRES ON SITE STORAGE FOR INCREASED RUN OFF IF ADDING 400 SF OR MORE IMPERVIOUS SURFACE. PROVIDE DELTA VOLUME CALCULATIONS AND ON SITE RETENTION REQUIRED PER SECTION 24-66 (B) (SEE ATTACHED INFORMATION SHEET) PROVIDE CONSTRUCTION SITE MANAGEMENT PLAN, INCLUDING RIGHT OF WAY PERMIT IF USING UNPAVED RIGHT-OF-WAY FOR CONSTRUCTION PARKING. IF ON SITE STORAGE IS REQUIRED A POST CONSTRUCTION PERMIT IS TkFJLX, T§9 FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J „ = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001374 Date 9/27/12 ---------------------------------------------------------------------------- Special Notes and Comments REQUIRED. 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total 55 . 00 55 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 169 . 00 169 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION 0 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904)247-5845 6 se,j 3 ' Job Address: 4 reef. A I I AJ;( Permit Number: � 7 Legal Description 3�J433 Parcel# 17 _ - 0 oor Area o q. t. q. t Valuation of Work$1�, LAUD.=`' Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New AdditionAlteratio Repair Move Demolition Use of existing/pro osed structures)(cinstalled? FILE COPY Commercial Residential f If an existing structure,is a fire sprinkler system (Circle one): Yes No N/ Florida Product Approval # For multiple products use product approval form " `` Describe in detail the type of work to be performed: A i ane s A h A JO 4n wPr 01 ( )(" Property Owner Information: r Name: V Pt -e o n t.� ��,- 1 PS S Address: 7 7 7 XA mog IQ rA City L�nr A Q A 41w1 State FL-Zip33� i Phone. 5L - �5S E-Mail or Fax#(Optional) Contractor Information: Company Name: 70 wer JPr V t CF1' Tic Qualifying Agent: Address: r) 5�V G. ,rA City Q r l-A tiN State FL Zip 3;�b J 4 Office Phone 2C)7-9')3-9Q-7/ Job Site/Contact Number yo-7-9)'?- 7O S P) Fax# q b_7- 9rd 6 - S(�35_ State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Wark, Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Alr Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether specs ie herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law gulating construction or the performance of construction. Signature of Owner�.� Signature of Contractor Print Name J( r, �� Print Name 'tY•.�•�- Swo to and sub e,� rr� Sworn to and subs ed before me •l Y - ---'— this—�— a lr.-of Florida 2 this �Day of �h�[��- ,20 1 2--- lames R Harden it n My Commission DD838661 c:;-::>of Florida Not P is °► ° Notary Pu 1 aures R Harden j! My Commission D0838661 OF" Expires 11/11/18 lied 0 . BP502I01 CITY OF ATLANTIC BEACH 1/15/13 Inspection Inquiry 09: 19:54 RE number . . . . . . . . . : 172026-0000- - Property address . . . . . 4�9 11TH ST WP #1 Appl , structure nbr . . . . 1 00001374 000 000 Permit type , seq nbr . . . : CAAR 00 COMMERICAL ALTERATION/OTHER Inspection type, seq nbr : 16 0002 BD CERTIFICATE OF COMPLETION Inspection status , date : I,NSPECTION COMPLETED 1/14/13 Requested date, time , by : 1/14/13 SLG Override date, time , by User ID to request , result : S(RAHAM MGRIFFIN Phone interface number : I 335216 Inspector assigned . . . . MG MICHAEL GRIFFIN Results status , date . . . APPROVED 1/14/13 Final inspection flag . . . : N Penalty amount . . . . . . : 00 Inspection request comments 407 234 1579 am Bottom Press Enter to continue. F3=Exit FS=Land inq F7=Insp 'result comments F12=Cancel FILE COPY CIVE June 21 2012 Mr. Steven Matthews Tectonic Engineering and Surveying Consultants, P.C. 36 British American Blvd Latham,NY Re: Structural Analysis Report CIVE Project Number: T12-145-4646 Co-Location Applicant: Verizon Wireless Site Number: 100402/039 Site Name: Mayport Rd-Water Tank Tower Owner: Site Address: 469 11th St,Atlantic Beach,FL County: Duval County Latitude: 30'20'08.02" Longitude: 81'24' 18.40" Structure Height, Type: 125'+/-Water Tank Tower Tower Mfg.,Model Number: Unknown Structural Analysis Results: Handrail/Post Capacity: 72.0% Water Tank Anchor Bolts Capacity: 73.4% CNE Consulting, Inc. is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above referenced tower. This analysis has been performed in accordance with IBC 2006,FBC 2010,AWWA D100-05, and TIA-222-G, for 120 mph basic wind speed. The most stringent criteria of the codes referenced in this report were used to complete the analysis. The attached calculations include references to the codes utilized herein. Based on our structural analysis, we certify the existing 125' +/- water tank tower is structurally adequate to support the proposed and existing loading conditions. The existing foundation could not be analyzed based on limited information available for this site. We at CIVE nsulting, Inc. appreciate the opportunity of providing our continuing professional services. If you have any questions ne d fu �{%6 Vit,on this or any other project please do not hesitate to contact us. N Since y, G E l * 73209 O••. STATE O F ; Steven E. � RN 0RI0P'••'G� `�� Florida Pr fes�rlq ' liP�er�"!� x� ��/I/1f111A11111��` „ a o x o c J � � O E E E E + •E a r` � � p w T r C rd T, n na a h W y N y r N C w i0 T O G C O d :qF 6 d d O C Or C AN o^o — £�� N U s D L � d' o 0 c e, 4 U U U s 8 U U U E i ¢ It jz E E E� c'' �FSu � ❑ �� '3 .q y a � 5 Ul a DOCUMENTATION Document Reference Date RF Data Sheet(Re:CD) Applicant:Verizon Tower Mapping Report CIVE Consulting,Inc 02/16/12 Previous Analysis GM Shelby&Associates,Inc.(0402) 12/15/95 ASSUMPTIONS 1. The tower and foundation were constructed in accordance to the mfg specifications. 2. The tower and foundation have been maintained in accordance to the mfg specifications. 3.The tower and foundation are in good condition with no corrosion,damage and there are no fatiguing issues with the tower which may reduce the capacity of the tower. 4. The foundation was correctly designed and installed in accordance with applicable codes and standards for the original design reactions. The assumptions listed above were made to complete the analysis. These assumptions must be checked. In case of any discrepancies with the analysis report, the actual existing conditions or the proposed loading on the tower, this analysis should be voided and a re-analysis completed to review the discrepancies to determine its effect on the structural integrity of the tower. TOWER AND FOUNDATION CAPACITY Member Capacity(%) Results(Pass/Fail) Handrail 35.0 Pass Handrail Vertical Support(Post) 72.0 Pass Anchor Bolt 73.4 Pass CONCLUSION AND RECOMMENDATIONS Based on our structural analysis, we certify the existing water tank tower is structurally adequate to support the proposed, existing and reserved loading conditions. The existing foundation could not be analyzed based on limited information available for this site. STRUCTURAL ANALYSIS CALCULATIONS S CIVE Dmtc: Apr012.2012 CIVE Pm'eet Number. T12-145-4b46 Co-Location A U. Verizon Site Name; Ma rl Kd-Water Tatrk Site address: 469 11th St. Site ID: Atlantic Bcach,FL Tower Owner. Duval Coum Pre aredb: OI WEND FORCE CALCULATIONS: Fnr Duval Cnunty(V)= 120 mph Antenna Height= 119 ft. Mee-Dlmenslnns: Total Area For Annnna= 6.00 sqh Arca of 12 x 10'M.-= 10 sq0 Antenna Weight= 60.00 lb HaMrad Pnpctwl Ana= 2.00 sgf, Total Handrail Weight= 59 K Post.Pmjecied Area- 2.00 sgft. Toil Post Weighs= 90 K Wind lmponnnca Factor l0= 1.15 F, KzQ 1190= 1.31 ['..,posur.--('Tah�3.AW4'ATMI-05 q,=0(10^S6 K,,x I x V2= 55.54 psf AWWA7}D:W2Wi L'se C1.1 Tdlk2-,WW1 L, - Use G LIXI Atae A DI(XW5 Wind Pressure l Pw„a,,,,,,)=qz x x Cr= .5554 3013(Cf) - B-,mal W out Pone On Anlenm(Fl)= 033 k Taut Wind Fone On 12'Mo..(F,J= 0.555 k F, Handmll ZruI s: - Wind load R eacb Handrail= 001 K Taal P on 12)Handrail= 0.54 K In order to shnplefy the edcuLl4ms we will ignore AB pun - For L2"x2"x 1/4" 1= 0.346 S= 0.244 Z= 0.44 F5= 36 Deflection 1?)= P x a2 x h2 _ 007 3x EIxL 3 All-ble Defkxdon=1./240= 020 > 0.07 Ratio= 35% "term, m,Mn= 1.2 F, - M-w due m weight(Mg)= 0.06 ICft Me-,due to wind(Mw)= 0.403 ICft 1 0 Mg+Mw = 0.39 1 1.0 Mn Mn Brae Support Post Aoalvsls: F: Wind lead nn each Post= 0.03 K Tow]P an Past= 0.403 K For 11"x2"x 1/4" I= 0.346 5= 0244 2= 044 Fy= 36 Handtatl DuOectnn f70= p aoxlL+a) 0,11 3xEl 12'Flat M-.Allnwabb Oclkxdon-L/240= 0.15 > 1111 �_.(jj(.,,,i R Post Ratio= 72% Pr... eP,Mn= 1.2 KR Mid-rad Moment due to weight(Mg)= 0.06 K.ft Momem due,,wmd(Mw)= 0.50 K.ft J +Mw = 047 e L0 Mn Mn 12'Mount Atuh'b In order to simplify the deflection calculation we will ignore the AB part PlawT 10"x3/16" I= 15,w _ Z= 990 Fy= 36 Assume Dcf]ectlon tc")=F,xaee(L+a) +F,xa1x b2= 0.06 3xE1 3x111xL r ' AOowable DefUOon=LI241= 0.45 > 0.06 I. (P,Mn= 24.0 K.ft - Moment due to weight(Mg)= 0.06 KA Moment due to wind(Mw)= 1.54 K.ft +Mw = 0.07 <1.0 Mn Mn Top Mount Anaiyab: Top Molmt 2.5"STD pipe-� D= 2.875 in 1= 1.45 N Deflection(Am.)= F x L3 - 0.12 to 3xExl Allowable Deflection=L/240= 030 in > 0.12 Check For the Tank:Top=125' Tank Dune, 35.00 0. Tank Arca= 961.63 sgft It10,Ikp Ga0on of Wafer Weighs= 034.1)K Tank Weighl = 100 K (X--rod) (Tank a Wara)Weighs = 934.0 K Kz=2,01(ULg)"JO= 1.29 Wmd Importance Factor ll)= 1.15 Ka,Ca'L07 h= 179 Fxpo..nrc C TW,lr 3 A,,A DIrgr05 q,=0-(N125fi Kzxl x Vr= 54.48 psf AW WAbDItNF.`:xl L'sc Ci=0.6 'C:.bL?�1U%U',i D11k1f15 1'se 0.1.00 AWW%-,',WX 05 Wind Pressure Ov Tenk IPwi)=gzaG xG= 32,69 psf-19130Cl) Wold Foree On Tun4:fF�)= J1.43 k Tout Wmd Force On Antennas&Dishes&Moun6= 333 k < 31.43 K Assure IS)nntenlws and 2 duhes are shedded Ratio= 3_33 = 10.6% 31.43 By inspection,antenna wind load will oat control. Mchorage Check: Quantityof Anchor Bolts= 8 Anchor Bult Circle Diameter= 456 in Moment at foundation due to wind= 35762 Kit 2"0 A= 3.14 Mnz Tension=4(M/ND",)-(WM)= 34.55 K n4YUDi1N: Allowahle Unit Suess Per Boll= 15 ksi Al1owable 1—ion Per Boll= 47.10 K > 3455 qK'. Stress Ratio= 734% 3 a Y E At i .ro s. rrl' v � j Ym�'Yif'N#P 51d S3 b -•rt,S...• '�€ __ -w �_" ..'�.. 6 �G�x� { t S�? rir:L�l,yCity of Atlantic Beach - APPLICATION NUMBER Building Department; ° (To be assign9d by the Building Department) r i 800 Seminole Roadgl '�"• �� Atlantic Beach, Florida 32233-5445 7-11 Phone(904)247-5826 • F$x(904)247-5843'x;;" �!Jrsl�f E-mail: building-dept@coa6.us Date routed: 7 City web-site: hftp://www.c�ab.us APPLICATION 0EVIEW AND TRACKING FORM Property Address: 1 � / n D ent review required Yes No _ LBui ding Applicant: �� tr)✓ , �� _TAIL Planning&Zoning / CC Tree Administrator Project: /i 2*_S r / ./) �) - y ublic Wo s / � Public SafetyS Fire Services � Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING / PLANNING&ZONING Reviewed by: Date: ) 1-- TREE ADMIN. Second Review: DApproved as revised. El Denied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. [-]Denied. Comments: I Reviewed by: Date: Revised 07127110 City of Atlantic Beach APPLICATION NUMBER d• Building Department (To be assigno by the Building D rtment.) 800 Seminole Road ��.' Atlantic Beach, Florida 32233-5445 — / Phone(904)247-5826 - Fax(904)247-5845 Jill"* E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: D ent review required Ye No --; Q Bui ding Applicant: �� 1 �✓�i(� b�—' Planning&Zoning Tree Administrator Project: (�� T!��/7 �� ublic Wor s � Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: BUILDING Q PLA ZONING Reviewed by: Date: TREE ADMIN. []App Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 NOTICE OF COMMENCEMENT State of Tax Folio No. %7 2 C) 0 D County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 32 D 33 Address of property being improved: `71C General description of improvements: /16A— Owner: ; 6 aOwner:�,' i r z.C, (,� �r°.�'S Address: 77"7 Y�y-o,3 1-r. rA EC r,3 Ri-J )a-) Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: { ✓i L Contractor: v' Address: 5V�z � u`)u,c� `;1fr<' 1 r'\ LD 1 - L 9 G 7 Fax No: u - (� �%lr 3-) Telephone No.: �(C 1 (� ��"� � 1 1 Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNF �` f' Si gn Date: 1" Before» fhis _t day otk r r i ': in the County of Duval,State Of Florida,has personally appeared" l f Doc#2012210560,OR BK 16084 Page 1152, NotaryPubiic.at Large,�Stat of Flo 'da;noun, of Duval. Number Pages:1 G rRENETRA VAILLANCOURT Recorded 09/27/2012 at 12:04 PM, My commiss�onires: n ' f NOTARY PUBLIC or JIM FULLER CLERK CIRCUIT COURT DUVAL Personally liown: STATE OF COUNTY Produced Identification: RECORDING$10.00 Comm#EE009677 g Expires 7/18/2014