Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1105 W Airport Blvd 08-2604 Antennas
CITY OF SANFORD PERMIT APPLICATION RECEIVED iv�a Application # : tf'++ Submittal Date: � Job Address: I Io.S' ILleS �' Mar grt &t;J, ,i„ rd , F4L 3277 2 Value of Work: $ J ' P Ci 2008 Parcel ID: 01 - 2.o - 2 - 3 o - 6,114 A - 0000 1] Historic District: Description of Work: (A / /ecaN,eh e'f'g-1 L1naS w 8 k/O coht - eacl w it Square Footage: ............................................................................... ............................... —�- Permit Type: Building f3--' Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS 2enO Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Nort- Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required) ......................................................................................... ............................... Property Owner: _ i�iciR+s l acniah 7't1wso' Pe? rur- -As t to Contractor: �_ T 1,::{/ L(,L 17i•' Address: / � N ,rgX 3z Pktg , U... ;LZY Address: C V l t Gi In ✓tA, Phone: IV-37 %-877E -mail: Phone: Z License �Number: Bonding Company: X/r �' ✓ n /? G�• Mortgage Lender: Address: Address: Architect /Engineer: l�.M�Qy hb�n /f SS, ( /_�,�., F- 4,g't5� Phone: % 72- 7�9-46Z7 Address: _`f 3/ Fn, o!n: Le-o hr;of Cclos_j- 4c Fax: 5 1- 8�3'S/7S Plan Review Contact Person: C4-d Crud, // Phone 3i7 -71.33 Fax: y/2 - 7S-72- E -mail: Sh4ct/.eead %! /a7cr>nr. /�a>, 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. A cc nce of p rmit is verification that I will notify the owner of the pro 70, f the equir rah eri su f Florida Lie rtGLaw, F� 713. 1 g20P Signa re of Agent Date Sign @r a ofCif6tEaGtof1Agent Date l —W" 1 t&6 Se9 V Print Owner /Agent's Name Print ontra :SAlgt's Nam � / 1 Signatu o otary-State of For a Date Signature of No �y pu t~' - ���11HIUIIIJI! /� pY °r �t ? V7 MISSION pDG39o96 -,\N AYE nn �wii 7''`'' \MY'COivlMlsslON , t I Owner /Agent is Personally Known to Me c _ Produced ID APPROVALS: ZONING:_ J 4I' 16,- UTIL: Special Conditions: Rev 07.07 \.`��'••.••.• �` / l;eS}? -tfT X5.201 ••`,MiSS1pN•• �' •J iv:i'1tit:S; a5ruary- a.Co 7 i � �/"•� � "e'er f�"� til. NecarT Ui =_camtAs �n \15, ?p� '°9 : '"•ss+ u�r�r...+rNzrtli� �i •,C ctor /Agent is _-Per°ally Known to e o GO-4.0 -4.0 . ::tr'roduced ID (J I� 3 #DD 7"327 •b_ *a' - z- ENG: BLDG: / v ffspeofisoltsfits /ac. Surveyors &Mappers 19006 is, Street S.W. Lutz, FL 33548 Phone: (813) 909 -2420 F.A.A. lA LETTER Date: August 8, 2008 For: ROYAL STREET COMMUNICATIONS SITE Re: RIDAN / FTP- FL1403 -LAKE MARY NORTH Site: ORD 380C Address: 1105 West Airport Boulevard Sanford, FL 32773 Seminole County, Florida I certify that the Latitude 28 °46'41.50" N and the Longitude of 081 °17'48.78" W of the bove referenced site is accurate to within f 15.0 feet horizontally and that the site elevation of 45.0' (NAVD 88) is accurate to within ± 3.0 feet vertically. The Latitude and Longitude as identified hereon are referenced to the North American Datum of 1983/99 (NAD 83/99) and are expressed as degrees, minutes and seconds. The elevations shown hereon in feet are referenced to the North American Vertical Datum of 1988 (NAVD 88). Note: The Latitude, Longitude & Elevation were obtained at the Proposed Tower Location. / I Vs apt-, William S. Payne Professional Surveyor and Mapper No. 5685 WSP Consultants, Inc. — LB No. 7188 State of Florida SEAL NOTICE OF COMMENCEMENT Permit No. Parcel ID: n 3D0 -- (02g4 -000/) State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of pro arty: (legal description of the property and street address if available) oos 'we.s.} Air/orf IZLvb 11111 II 111 II 11111111111 It 111111111111 �If II 111 tli it lli 1 IIII MARYANNE MORSE, CLERK 111E CIRCUIT CWRT SEMINOLE CUMTY PK 07078 P46 Ob06 - 507q CtPDs) CLERK'S #K 2100$1 161 16 RECONDI_I) 10/14/t'.t1[1A PM RECORDIN13 FEES 18.50 RECORDED BY L McKinley 2. General description of improvement: (01 01100' Ji A,1 I-e4)1j1j ITror.nP ECIV,P QV) Av, all Tower. 3. Owner Information a. Name and address: P0 \%1, S)t'let coil bmi -6, f'joo S • AJLS 4 Z- Y(lia,) MUl"'_ 0r104 COI F L D 09 b. Interest in property: /_g c. Name and address of fee simple titleholder (if other than owner) Pi)�k) • l S l'f1t/� 11 s@ j�I.�IZA . S`1rr}sr}��}, �� .344 4. Contractor �✓ a. Name and address: r L S b. Phone Number: Surety J� a. Name and address: W b. Amount of bond $ c. Phone Number: 6. Lender a. Name and address: b. Phone Number: /A CERTIFIED COPY 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may ' —�l luu" Section 713.13(1)(a)7., Florida Statutes: � P ab� L RI D / a. Name and address: By__L1�`t b. Phone Number: `' DEPUTY CLERK 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided my Section 713.13(1) (b), Florida Statutes: OCT 14 2008 a. Name and address: b. Phone Number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTINCE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE OB SITE B FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU LENDER A TTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO C Signature Own or Authorized Officer /Director /Partner /Manager Signatory's Title /Office �[i The foregoing instrument was acknowledged before me this day of 0 �''�913� � , 20� by }'I'�1 I Ii0 Ii Le j (name of person) as �� I►�f 'k 7r (type of authority ... e.g. officer, trustee, attorney in fact) for Tr>7 i S'�4^� C CD 1�1'� Lh ri! tYf ►��.1 (name of party on behalf of whom instrument was executed). SS gnat 1 Public, State of Florida Commission Expires: Ij A/-�0I1 PETER MITCHELL AMY COMMISSION # DD 733247 ."i EXPIRES: November 8, 2011 Bonded Thru Notary Public Undenwiters r IMMU uA" • LFS�ADDE9CAiPT'ION BEGIN AT A POINT ON THE WEST TINE ON AND 413.17 FEET NORTH 00°3233" WEST OF THE SOUTHWEST CORNER OF SECTION 2, TOWNSHIP 20 SOUTH, RANGE 30 PAST, THENCB RUN NORTH 60" FAST A DISTANCE OF 258.79 FEET, THENCE RUN SOUTH 30° EAST A DISTANCE OF 626,49 FEET TO A POINT ON THE SOUTH LIMB OF AND M88 FEET NORTH 89 '31'2T' BAST OF THE SOUTHWEST CORNER OF SAID SECTION 2, THENCE RUN NORTH 89°31'27" EAST ALONG SOUTH LINE OF &kM SECTION 2, A DISTANCE or 398.11 SET, THENCE RUN NORTH 4701 D' WEST A DISTANCE OF 297,92 FEET, THENCE RUN NORTH 42 950' BAST A DISTANCE OF 165.0 FM, THENCE RUN NORTH 47 °10' WEST A DISTANCE OF 660,0 FEET THENCE RUN NORTH 42 050' BAST A D19TANC1; OF 825,0 FEET, TMNCB RUN NORTH 47 °I0' WEST 4 DISTANCE OF TIM FELT, THENCE RUN NORTIT 36 033' BAST A DISTANCE OF 489.?2 FEET TO TT3$ SOUTHWEST CORNER OF AVONDALE, ACCORDING TO TIM PLAT THEREOF AS RECORDED IN PLAT $OOK 3, PA(M 94, OF THE PUBLIC RECORDS OF SERNOLE COUNTY, FLORIDA, THENCE RUN NORTH 38 °10' WPM DISTANCE OF 315.12 FEET, THENCE RUN NORTH 51,50' EAST A DISTANCE OF 57A FEET, THSNCH RUN NORTH 38 °10' WEST A DISTANCE OF 1079 IMT, MORE OR LESS, TO THE •SOUTHERLY RIGHT-OF-WAY OF - RAILROAD, THBNCB SOUTHWESTERLY ALONG SAID RIGHT -017-WAY LINE TO THE WEST LUM OF SAID SECTION 2, THENCE SOUTH ALONG THE 'WEST LINE OF SECTION 2 TO THE ' 9EGTNNING; T BSS AND EXCEPT ROAD RIGHT- OFWA'Y' IrOR AIRPORT BOULEVARD; AND LE5S.AND EXCEPT LANDS AS SHOWN IN THAT CERTAIN FINAL MaMANT RECORDED, OCTOBER 25, 1999 IN HOOK 3746, PAGE 98, PUBLIC RECORDS OF. SBMINOLE COUNTY, FLORIDA, AS TO STATE ROAD 417, • �onucuc+wwlnl Description; 5eminole,Fl Document- Book,Page 5768.1222 Page: 3 of 4 order; lee Comment: uLtnVrV4fr2�{ICfGt�f lri Ivtt&UVa]Va7.7C�I Bid Form Royal Street Metro PCS Site Number: ORD380C Site Name: Site Address: 1253 West Airport Blvd. Sanford, Florida 32773 Contractor: Westower Communications Contact: Ryan Florio Phone Number: 321 -3996 ISub-Contractor 1: G & G Electrical Contact Name: Scot Gunter Sco a of Work: Sub - Contractor 2: Contact Name: Scope of Work: Sub - Contractor 3: Contact Name: Scope of Work: Sub - Contractor 4: Contact Name. Scope of Work: Bid Due Date & Time: S:OOPM Thursday 09/25/08 Notes: Materials Labor Total Ground Work Total S6,000.00 $8,450.00 $14,450.00 Tower Work Total 53,100.00 $7,000.00 $10,100.00 Miscellaneous $0.00 $0.00 $0.00 Ground Work A. Site Work - Demolition, Clearing, Excavation. $0.00 B. Access Road 50.00 C. Building Modifications $0.00 D. Grounding & Test $0.00 E. Power and Telco. (conduit and conductor installation) 54,500.00 $5,000.00 $9,500.00 F. Concrete Pad - Forms, Rebar, Concrete 51,500.00 $2,500.00 S4,000.00 G. Steel Platforms, Structural Steel, and Foundations $0.00 H. Gas Line & Test $0.00 I. Fabric and Gravel $0.00 J. Fence and Gates $0.00 K. Landscaping, including indi ation if needed 50.00 L. Equipment Installation $0.00 M. Permits & Inspections 5950.00 $950.00 N. Others - $0.00 O. Others - 50.00 Tower Work P. Tower Foundation S0.00 Q. Tower Modifications if applicable) S0.00 R. Mounts & Antenna Installation 52,500.00 $3,000.00 $5,500.00 S. Coax Cables (includes installation of wave uide) $2,500.00 $2,500.00 T. Ice Bridge (including supply of post ) $600.00 $1,500.00 $2,100.00 U. Sweep Test - $0.00 V. Others - $0.00 Miscellaneous 1. Utility H - Frame, Breaker & Receptacle (PPC install 50.00 2. Steel Platforms and Structural Steel ROOFTOP 50.00 3. Crane Work $0.00 4. Miscellaneous $0.00 5. Miscellaneous $0.00 6. Miscellaneous 50.00 Verification of Total $9,100.00 $15,450.00 $24,550.00 Completion Schedule (calendar [lays): 121 Confidential, MetroPCS Tampa 9/25/2008 Oracle iProcurement: Requisitions Page 1 of 1 Shopping Cart Home Logout Preferences Help ORACLE (Procurement sn Shop t .i Receiving Requisitions I Notifications I Approvals rcequisitions: Requisitions > Approval History for Requisition 402159 > Requisition 402159 a Copy To Cart) Cancel Requisition ;d Change ` Description ORD -380 -C Site Construction Westower Created By Mitchell, Peter Creation Date 30- Sep -2008 15:47:26 Deliver -To Royal Street Communications, LLC RS Office Orlando 8256 Exchange Drive Orlando, , FL, 32809 -7678 Justification Details Status Pre-Approved oved Change History No Urgent Requisition No Attachment View Note to Buyer Amount Line Description Need -By Deliver -To Unit Quantity Price (USD) Details Order ......... ..._ - - 1 ORD -380 -C Site 07- Oct -2008 23:59:00 RS OFFICE Dollars. 24550 :1 USD 24,550.00! 'Construction ;ORLANDO Westower FL __.. _.____ ----- _.____ _. Total 24,550.00 Return E: CoplTo Cart ; Cancel Requisition Change Shop I Requisitions I Receiving_ I Shop�iny Cart I Home I Logout I Preferences I Help Copyright (c) 2006, Oracle. All rights reserved. Privacy Statement https:// www. metrofinapps .com/OA_HTML /OA.jsp ?OAPunc =ICX POR RI;QMGMT ... 10/10/2008 Wk��7owmr COMMUNICATIONS Limited Power of Attorney To Whom It May Concern: Please be advised that I, Charles Gregory Gall, hereby authorize James Green Operations Manager, Ryan Florio Project Manager and /or and /or Bryan Besade Project Manager, and /or Kris Vanderpool, Project Coordinator, David Tavel Construction Manager, Charles West Warehouse manager, Jeff Gosnell Construction manager. Employees of Westower Communications, Inc. to sign for all necessary permits, permit applications and licensing data needed. Thank you for your assistance in this matter. s kegory Ga&CGC1510158 Witness: Charles Gregory Ga Witness: O ACKNOWLEDGED Sworn to and subscribed before me this day of � / "#4 y A.D., 299& a00Y Notary Public, State of -I- L / f (Signature) My commission Expires: /3 O� Westower Communications, Inc., 9961 Sidney Hayes Rd. Orlando, I phone: (407) 852 -1755 fax (407) 852 -1996 Kamenne � aonnsun a My Commission DD395663 Expires 0211312009 =1. 32824 PO Box 66, Unionville Center, OH 43077 PH: 614 - 937 -4922 / FX: 614 - 413 -2887 DESIGN CRITERIA PER ANSI TIA -222 —G 2005 STRUCTURE EXPOSURE I TOPOGRAPHIC CLASS CATEGORY CATEGORY / DESIGN SPECIFICATIONS: DESIGNED ACCORDING TO:ANSI /TIA -222 —G 2005 Sectional Poles USA ,COMPLIES WITH:2004 FLORIDA BULDING CODE W/ 2007 SUPPLEMENTS www.sectionalpolesusa.com 5301 Hollister St. Houston, Texas Wind Speed Load Cases: (According to the ANSI /TIA -222 —G 2005) 713 960-4856 ofc. 713583 -7908 fax LOAD CASE 1: 120 MPH DESIGN WIND SPEED LOAD CASE 2: 60 MPH OPERATIONAL WIND SPEED (3) CABLE ACCESS PORTS Pole Steel Specifications: 2' -0" BELOW RAD CENTER POLE SHAFT SHAPE: 18 —Sided Tapered Polygon POLE SHAFT TAPER: 0.24375 inches /ft. POLE SHAFT STEEL: ASTM A572 GR. 65 (Fy= 65 (3) CABLE ACCESS PORTS BASE PLATE STEEL: ASTM A572 GR. 60 (Fy= 60 2' -0" BELOW RAD CENTER _ - - _ (3) CABLE ACCESS PORTS 2' -0" BELOW RAD CENTER (3) CABLE ACCESS PORTS U 2' -0" BELOW RAD CENTER 1/4" PLATE x 53.00' LONG (EST WT = 4323 LBS.) (3) CABLE ACCESS PORTS ELEVATION 98' -0" SPLICE LENGTH = 4' -9" (t 107) 87' -0" r (3) CABLE ACCESS PORTS ELEVATION 85' -0" 5/16" PLATE x 48.00' LONG (EST WT = 6609 LBS.) SPLICE LENGTH = X Monopole Base Reactions: (Base Reactions For Foundation Design) MOMENT: 4400 ft —kips SHEAR: 1 45.0 kips AXIAL: 41.0 kips Pole Shaft Sections Dimensions: E ' SECTION LENGTH (FT) WALL THK. (INCHES) SPLICE LENGTH (FT) TOP DIA. (INCHES) BOT. DIA. (INCHES) 00 53.00 0.2500 4.75 24.000 36.919 ~ 48.00 0.3125 6.00 35.261 46.961 6 49.75 0.3750 0.00 44.873 57.000 120 MPH WIND SPEED 60 MPH WIND SPEED ELEVATION DEFLECTION ROTATION DEFLECTION ROTATION 140' -0" 99.9" 6.2' 13.9" 0.9' Appurtenance List: lev.(FT) Equipment Description: TOP LIGHTNING ROD (OPTIONAL) 140.0 (12) POWERWAVE 7772 W/ (12) TMAS & (6) DIPLEXERS 140.0 9 —FT T —ARM MOUNTS 130.0 (6) DECIBEL DB8461`65 PANEL 130.0 9 —FT T —ARM MOUNTS 120.0 (9) POWERWAVE 7772 PANEL 120.0 9 —FT T —ARM MOUNTS 110.0 (9) POWERWAVE 7772 PANEL 110.0 9 —FT T —ARM MOUNTS 6' -0" (t 107) r� F. 43. —g„ 3/8" PLATE x 49.75' LONG ; (EST WT = 10188 LBS.) (3) CABLE ACCESS PORTS 0 0', 90' & 180' AZ (2) CABLE ACCESS PORTS ®0' &90'AZ U BASE PLATE: 2" THICK PLATE X 70.00" (ROUND) W/(14) 2 1/4" ANCHORS ON A 64.00" BOLT CIRCLE. MIN. 6' -0" EMBEDMENT INTO CONCRETE. SCALE: NTS NOTES:STEP BOLTS TO FULL HEIGHT ANTENNA COAX INSIDE POLE SHAFT DAVINCI A' MICHAEL F. PLAHOVINSAK, P.E. FLORIDA LICENSE #66723 08235 -1204 1 PAGE 1 OF 2 PO Box 66, Unionville Center, OH 43077 PH: 614 - 937 -4922 / FX: 614 - 413 -2887 GAP GROUT NOT REQ'D. F- 6" ABOVE GRADE 1 x a 0 z 0 ch U Z in a M w w w m w w on a z 0 io 3" CLEAR (TYP.) CLOSE TIES WITH 135'• HOOK WITH 6" MIN. TAILS. STAGGER 160' OPPOSITE ALTERNATING 6" CLEAR SCALE: NTS FOUNDATION NOTES: POLE SHAFT cwi 7' -0 "' LONG 2 1/4 "0 ;#18,J ASTM A615 GR. 75 X 7' -0" LONG ANCHOR ROD STEEL 10 " -12" PROJECTION W/ HEAVY HEX LOCK NUTS AND LEVELING NUTS W/ WASHERS F 2" CLEAR [ 7' -0" DRILLED SHAFT —I ADVL REINFORCING TIES IIN THE TOP 5" OF HORIZONTAL TIES O 6. O/C 9, —O "OW T. TIES O 12" 0/C (24) 111 VERTICAL 5. ALL FOUNDATION CONCRETE SHALL USE TYPE II CEMENT AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.46 AND SHALL BE AIR ENTRAINED 6% (t1.5 %). ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318, 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ", LATEST EDITION. 6. CAISSON FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS ", LATEST EDITION. 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL BARS SHALL BE GRADE 60, AND TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. THE PLACEMENT OF ALL REINFORCEMENT SHALL CONFORM TO ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ", LATEST EDITION, UNLESS OTHERWISE DETAILED ON THIS SHEET. 8. ESTIMATED CONCRETE VOLUME = 50 CUBIC YARDS. 9. THE FOUNDATION HAS BEEN DESIGNED TO RESIST THE FOLLOWING FACTORED LOADS: MOMENT: 4400 FT'KIPS; SHEAR: 45.0 KIPS; AXIAL: 41.0 KIPS 10. GEOTECHNICAL REPORT INDICATES GROUNDWATER MAY BE ENCOUNTERED AT 9' -0" BELOW GRADE. PERMIT # 29� - ate' DATE: REINFORCEMENT BARS (EQUALLY SPACED) \ � 7,R�g MICHAEL F. PLAHOVINSAK, P.E. FLORIDA LICENSE #66723 DAVINCI JOB #: 082,35-1204 1 PAGE 2 OF 2 1. THE GEOTECHNICAL ENGINEER (OR THE APPROPRIATE INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO PLACING REINFORCING STEEL OR FORMS. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSE. Sectional Poles IJSA 2. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO SUPPORT THE www.sectionalpolesusa.com EXCAVATION DURING CONSTRUCTION. REFER TO THE GEOTECHNICAL REPORT FOR 5301 Hollister St. Houston, Texas RECOMMENDATIONS. 713 960 -4856 ofc. 713 583 -7908 fax 3. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 4. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL REPORT BY: ENGINEER: MARTIN k ASSOCIATES, INC. w REPORT NUMBER: 7010 -30 DATED: 11/26/07 POLE SHAFT cwi 7' -0 "' LONG 2 1/4 "0 ;#18,J ASTM A615 GR. 75 X 7' -0" LONG ANCHOR ROD STEEL 10 " -12" PROJECTION W/ HEAVY HEX LOCK NUTS AND LEVELING NUTS W/ WASHERS F 2" CLEAR [ 7' -0" DRILLED SHAFT —I ADVL REINFORCING TIES IIN THE TOP 5" OF HORIZONTAL TIES O 6. O/C 9, —O "OW T. TIES O 12" 0/C (24) 111 VERTICAL 5. ALL FOUNDATION CONCRETE SHALL USE TYPE II CEMENT AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.46 AND SHALL BE AIR ENTRAINED 6% (t1.5 %). ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318, 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ", LATEST EDITION. 6. CAISSON FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS ", LATEST EDITION. 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL BARS SHALL BE GRADE 60, AND TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. THE PLACEMENT OF ALL REINFORCEMENT SHALL CONFORM TO ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ", LATEST EDITION, UNLESS OTHERWISE DETAILED ON THIS SHEET. 8. ESTIMATED CONCRETE VOLUME = 50 CUBIC YARDS. 9. THE FOUNDATION HAS BEEN DESIGNED TO RESIST THE FOLLOWING FACTORED LOADS: MOMENT: 4400 FT'KIPS; SHEAR: 45.0 KIPS; AXIAL: 41.0 KIPS 10. GEOTECHNICAL REPORT INDICATES GROUNDWATER MAY BE ENCOUNTERED AT 9' -0" BELOW GRADE. PERMIT # 29� - ate' DATE: REINFORCEMENT BARS (EQUALLY SPACED) \ � 7,R�g MICHAEL F. PLAHOVINSAK, P.E. FLORIDA LICENSE #66723 DAVINCI JOB #: 082,35-1204 1 PAGE 2 OF 2 RISA Tower Job Page a. Splice w 140 -ft Monopole - DaVinci #08235 -1204 1 of 8 Project Date Michael F. Plahovinsak, P.E. P.O. Box 66 1105 Airport Road 13:07:28 06/11/08 Unionville Center, OH 43077 Client Designed by Phone: 614- 937 -4922 Sectional Poles (TP -7616) M F P FAX. 614 -413 -2887 Tower Input Data There is a pole section. This tower is designed using the TIA -222 -G standard. The following design criteria apply: Tower is located in Seminole County, Florida. Basic wind speed of 120 mph. Structure Class H. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. A non - linear (P- delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals �l Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys \1 Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D +W Combination Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL /r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area ofAppurt. Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feedline Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angle Block Shear Check Poles Include Sliear- Torsion Interaction Always Use Sub - Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry �nSection Elevation w Section a. Splice w Number TOPWBottom ~Wall Bend„ Pole Grade Length Length of Diameter Diameter Thickness Radius t 1 t Sides in in ill rn____.__.-- _--- - LI 140.00 -87.00 53.00 4.75 18 24.0000 36.9200 , 0.2500 1.0000 . -. -_ .___..._. A572 -65 (65 ksi) L2 87.00 -43.75 48.00 6.00 18 35.2621 46.9600. 0.3125 1.2500 A572 -65 (65 ksi) L3 43.75 -0.00 49.75 18 44.8728 57.0000. 0.3750 1.5000 A572 -65 (65 ksi) RISATower Job Page C 140 -ft Monopole - DaVinci #08235 -1204 2 of 8 Project Date Michael F. Plahovinsak, P.E. P.O. Box 66 1105 Airport Road 13:07:28 06/11/08 Unionville Center, OH43077 Client Designed by Phone: 614- 937 -4922 Sectional Poles (TP -7616) MFP FAX: 614- 413 -2887 12.1920 _ 110.1540 Tapered Pole Properties Section Tip Dia. Area I r C I/C J It /0 iv tin /t in in, in4 in in in in{ _ in' in - _ L 24.3702 18.8456 _ 1342.9976 8.4313 12.1920 _ 110.1540 2687.7623 9.4246 3.7840~ 15.136 37.4896 29.0976 4943.3016 13.0178 18.7554 263.5674 9893.1078 14.5516 6.0579 24.232 L2 36.9815 34.6656 5349.5850 12.4071 17.9131 298.6404 10706.2091 17.3361 5.6561 18.1 47.6844 46.2685 12719.7775 16.5599 23.8557 533.1970 25456.2920 23.1386 7.7150 24.688 L3 47.0501 52.9635 13249.2123 15.7967 22.7954 581.2240 26515.8582 26.4868 7.2376 19.3 57.8793 67.3979 27302.3661 20.1019 28.9560 942.8915 54640.6573 33.7054 9.3720 24.992 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness 0.000 Af Factor 43.75 -0.00 Stitch Bolt Stitch Bolt (per face) 0.000 0.000 A, 0.00 Spacing Spacing B 0.000 0.000 0.000 0.000 0.00 Diagonals Hori= ontals ft ft C in 0.000 0.000 0.000 in in L1 1 1 1 140.00 -87.00 L2 87.00 -43.75 1 1 1 L3 43.75 -0.00 1 1 1 Feed Line /Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA Weight Elevation or Shield Type In Face Number ........ ..... -f� .. - - - - -f - - -- ft ._ _ _.._.__ f!�._..._.. - - -- -K L1 140.00 -87.00 A 15/8" C No Inside Pole 140.00 - 0.00 12 , No Ice 0.00 0.92 1 5/8" C No Inside Pole 130.00 - 0.00 12- No Ice 0.00 0.92 1 5/8" C No Inside Pole 120.00 - 0.00 12- No Ice 0.00 0.92 15/81, C No Inside Pole 110.00 - 0.00 12 - No Ice 0.00 0.92 Feed Line /Linear Appurtenances Section Areas Shielding Factor Ka Tower Feed Line Description Feed Line K K" Section I Record No. Se Wren! Elev. No Ice Ice Section Elevation In Face Out Face ........ ..... -f� .. - - - - -f - - -- ft ._ _ _.._.__ f!�._..._.. - - -- -K L1 140.00 -87.00 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 1.68 L2 87.00 -43.75 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 1.91 L3 43.75 -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 1.93 Shielding Factor Ka Tower Feed Line Description Feed Line K K" Section I Record No. Se Wren! Elev. No Ice Ice RISATower Job Page Discrete Tower Loads 140 -ft Monopole - DaVinci #08235 -1204 3 of 8 Project Date Michael F. Plahovnrsak, P.E. P.O. Box 66 1105 Airport Road 13:07:28 06/11/08 Client Designed by Unionville Center, OH43077 Phone: 614- 937 -4922 Sectional Poles (TP -7616) MFP FAX 614- 413 -2887 T}pe Hor_ Discrete Tower Loads Description Face Offset Offsets. Acimn th Placement CAA C,,AA Weight or T}pe Hor_ Adjustment Front Side Leg Lateral Vert ft o ft ftz fry K fl ft (4) Powerwave 7772 w/ A From Face 3.00 0.0000 140.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 (4) TMA A From Face 3.00 0.0000 140.00 No Ice 1.50 1.50 0.05 0.00 0.00 (2) Diplexer A From Face 2.00 0.0000 140.00 No Ice 1.50 , 1.50 0.05 0.00 0.00 (4) Powerwave 7772 w/ B From Face 3.00 0.0000 140.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 (4) TMA B From Face 3.00 0.0000 140.00 No Ice 1.50 1.50 0.05 0.00 0.00 (2) Diplexer B From Face 2.00 0.0000 140.00 No Ice 1.50 1.50 0.05 0.00 0.00 (4) Powerwave 7772 w/ C From Face 3.00 0.0000 140.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 (4) TMA C From Face 3.00 0.0000 140.00 No Ice 1.50 1.50 0.05 0.00 0.00 (2) Diplexer C From Face 2.00 0.0000 140.00 No Ice 1.50 1.50 0.05 0.00 0.00 9' T -Arm Mounts (MC-K12) C None 0.0000 140.00 No Ice 8.15 8.15 0.85 (2) Decibel DB846F65ZAXY A From Face 3.00 0.0000 130.00 No Ice 7.03 7.58 0.04 w/ mount pipe 0.00 0.00 (2) Decibel DB846F65ZAXY B From Face 3.00 0.0000 130.00 No Ice 7.03 7.58 0.04 w/ mount pipe 0.00 0.00 (2) Decibel DB846F65ZAXY C From Face 3.00 0.0000 130.00 No Ice 7.03 7.58 0.04 w/ mount pipe 0.00 0.00 9'T-Ann Mounts (MC -K12) C None 0.0000 130.00 No Ice 8.15 8.15 0.85 (3) Powerwave 7772 w/ A From Face 3.00 0.0000 120.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 (3) Powenvave 7772 w/ B From Face 3.00 0.0000 120.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 (3) Powenvave 7772 w/ C From Face 3.00 0.0000 120.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 9'T-Arm Mounts (MC -K12) C None 0.0000 120.00 No Ice 8.15 8.15 0.85 (3) Powerwave 7772 w/ A From Face 3.00 0.0000 110.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 RISA Tower Job Page Offsets: 140-ft Monopole - DaVinci #08235-1204 4 of 8 Project Date Michael F. Plahoviiisak, P.E. P.O. Box 66 1105 Airport Road 13:07:28 06/11/08 Unionville Center, OH43077 Client Designed by Phone: 614-937-4922 Sectional Poles (TP-7616) MFP FAX.- 614-413-2887 Leg 1 Description ace Offset Offsets: u1nnith Placement CAAA CAA,, Weight or Typo avc Jnjoomx, Goi� anv/ Side Minor Axis NO. Leg Type /omm/ Load Moment Moxmx mx _����_ 1-1 140'87 ____ pole Max Tension . / ft " ft ft, ft, x Max. Compression z -1241 fi 976.96 Max. Mx f '12.41 '976.96 0.00 ��--`������ z (3)phnoo,avv7772 v/ o From Face 3.00 0.0000 110.00 No Ice 8.71 6.73 0.08 Mount Pipe 0.00 0.00 kxux.vs z '29.94 0.00 976.96 Lz 87'43.75 «.»» Max Tension / 0.00 0.00 0.00 (3) pv,mrwm/x7772n/ C From Face 3.00 0»000 110.00 No Ice 871 6.73 ooX Mount Pipe Max. Mx 0.00 'zs.X^ -2373.14 0.00 Max. My z ».«» 0.00 2373.1* 9'T-Arm Mounts (MC-K12) C None -2373.14 0.0000 11000 No Ice 815 815 085 Load Combinations 015. Description / Dead Only z 1.2ooad+/.a Wind o deg- mvIce ~' » O.9ovad+1.6 Wind 0 deg 'woIce 4 1.zn"oo+l.a Wind 90 deg 'mvIce 5 o.vooad+/.o Wind Yo deg 'mvIce o /.zoom*/6 Wind 1xo deg 'moIce 7 oyovod+1.6 Wind i8o deg 'moIce x ouou+Wioo0deg Somivu 9 oouu+Wi^uyo deg 'Service 10 Dead+Wind 180 deg - Service Maximum Member Forces �x �m� Component Condition Goi� Axial Majoruxis Minor Axis NO. ft Type Load Moment Moxmx _����_ 1-1 140'87 ____ pole Max Tension . / 0.00 0.00 000 Max. Compression z -1241 V»o 976.96 Max. Mx f '12.41 '976.96 0.00 Max. My z '12.41 0.00 976.96 Max.vr ^ 29.94 -97696 0.00 kxux.vs z '29.94 0.00 976.96 Lz 87'43.75 »o|x Max Tension / 0.00 0.00 0.00 Max. Compression 6 'zz.:* 0.00 '2373.14 Max. Mx 4 'zs.X^ -2373.14 0.00 Max. My z '22.84 0.00 2373.1* (mox.vx 4 36.54 -2373.14 0.00 xxux.vx z -36.5* 0.00 2373.14 L» 43.75'0 rv|, Max Tension ' 0.00 0.00 0.00 Max. Compression a -40z5 0.00 4377.16 Max. Mm 4 -4025 4377.16 0.00 Max. My z -*025 o»o 4377.16 wux.v' 4 43J1 4377.16 0.00 /mux.vx 6 43J1 0.00 -4377.16 RISATower Job 140-ft Monopole - DaVinci #08235-1204 Page 5 of 8 Project 1105 Airport Road Date 13:07:28 06/11/08 Michael F. Plahovinsak, P.E. P.O. Box 66 Client Designed by Unionville Center, OH 43077 Phone: 614-937-4922 FAX 614-413-2887 Sectional Poles (TP-7616) MFP 1 1 Tower Mast Reaction Summary Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment, M. Moment, IvC K - K K kip-ft kip ft t-.-,. Dead Only 33.57 0.00 0.00 0.00 0.00 0.00 12 Dead+ 16 Wind 0 deg - No 40.29 0.00 -43.67 -4377.16 0.00 0.00 Ice 0.00 Maximum Reactions 0.00 Location Condition Gov. ---------- Vertical Horizontal, X Hork:ontal, Z -43.68 Load K K K 0.00 Comb. 40.29 43.67 Pole Max. Vert 6 --- 00.29 0.00 -43.67 Max. H., 10 33.57 0.00 -6.11 Max. H. 3 30.22 0.00 43.68 Max. M., 2 4377.16 0.00 43.67 Max. M� 4 4377.16 -43.67 0.00 Max. Torsion 6 0.00 0.00 -43.67 Min. Vert 3 30.22 0.00 43.68 Min. H., 5 30.22 -43.68 0.00 Min. H. 7 30.22 0.00 -43.68 Min. M., 6 -4377.16 ✓ 0.00 -43.67 Min. M. 2 0.00 0.00 43.67 Min. Torsion 4 0.00 -43.67 0.00 Tower Mast Reaction Summary Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment, M. Moment, IvC K - K K kip-ft kip ft t-.-,. Dead Only 33.57 0.00 0.00 0.00 0.00 0.00 12 Dead+ 16 Wind 0 deg - No 40.29 0.00 -43.67 -4377.16 0.00 0.00 Ice 0.00 0.00 0.00 0.9 Dead+1.6 Wind 0 deg - No 30.22 0.00 -43.68 Ice 4377.16 0.00 0.00 1.2 Dead+ 1.6 Wind 90 deg - No 40.29 43.67 0.00 Ice 0.00 0.00 -610.00 0.9 Dead+ 1.6 Wind 90 deg - No 30.22 43.68 0.00 Ice 0.00 -33.57 0.00 0.00 33.57 1.2 Dead+ 1.6 Wind 180 deg - 40.29 0.00 43.67 No Ice -43.68 0.00 40.29 43.67 0.004% 0.9 Dead+1.6 Wind 180 deg - 30.22 0.00 43.68 No Ice 0.003% 4 43.68 Dead+Wind 0 deg - Service 33.57 0.00 -6.11 Dead+Wind 90 deg - Service 33.57 6.11 0.00 Dead+Wind 180 deg - Service 33.57 0.00 6.11 -4346.20 0.00 0.00 0.00 -4377.16 0.00 0.00 -4346.20 0.00 4377.16 0.00 0.00 4346.20 0.00 0.00 -610.00 0.00 0.00 0.00 -610.00 0.00 610.00 0.00 0.00 Solution Summary Sum ofApplied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K . .. ....... 1 0.00 -33.57 0.00 0.00 33.57 0.00 0.000% 2 0.00 -40.29 -43.68 0.00 40.29 43.67 0.004% 3 0.00 -30.22 -43.68 0.00 30.22 43.68 0.003% 4 43.68 -40.29 0.00 -43.67 40.29 0.00 0.004% 5 43.68 -30.22 0.00 -43.68 30.22 0.00 0.003% 6 0.00 -40.29 43.68 0.00 40.29 -43.67 0.004% 7 0.00 -30.22 43.68 0.00 30.22 -43.68 0.003% 8 0.00 -33.57 -6.11 0.00 33.57 6.11 0.003% 9 6.11 -33.57 0.00 -6.11 33.57 0.00 0.003% 10 0.00 -33.57 6.11 0.00 33.57 -6.11 0.003% RISATower Job 140 -ft Monopole - DaVinci #08235 -1204 Page 6 of 8 Michael F. Plahovinsak, P.E. P.O. Box 66 Project 1105 Airport Road Date 13:07:28 06/11/08 Unionville Center, OH43077 Phone: 614- 937 -4922 FAX 614 -413 -2887 Client Sectional Poles (TP -7616) Designed by M F P Non - Linear Convergence Results Load Converged? Number Displacement ._ Force . ,n Combination of Cycles Tolerance Tolerance I- Yes 6 0.00000001 0.00000001 2 Yes 11 0.00004897 0.00011671 3 Yes 11 0.00003324 0.00009281 4 Yes 11 0.00004897 0.00011671 5 Yes 11 0.00003324 0.00009281 6 Yes 11 0.00004897 0.00011671 7 Yes 11 0.00003324 0.00009281 8 Yes 10 0.00000001 0.00009071 9 Yes 10 0.00000001 0.00009071 10 Yes 10 0.00000001 0.00009071 Maximum Tower Deflections - Service Wind Section Elevationr Hor =. Gov. Till Ttiiist A'o. Deflection Load ft in Comb. Comb. ° L1 f46-87 13.930 [/ 8 0.8666 0.0000 L2 91.75 - 43.75 5.984 8 0.6347 0.0000 L3 49.75-0 1.710 8 0.3171 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Tirist Radius of Deflection Load Curvature ft Comb. Comb. inn o o ft 140.00 (4) Powerwave 7772 w/ Mount Pipe 8 13.930 0.8666 0.0000 69475 130.00 (2) Decibel DB846F65ZAXYw/ 8 12.155 0.8307 0.0000 34738 0.0000 mount pipe 120.00 (3) Powerwave 7772 w/ Mount Pipe 8 10.414 0.7915 0.0000 17368 1 10.00 (3) Pp e� ave 7772.v/ Mount Pipe 8 8.743 0.7458 0.0000 11579 Maximum Tower Deflections - Design Wind Section Elevation Hor =. Gov. Tilt Twist No. Deflection Load 1T -� - in Comb. _° ° L1 140-87 99.864 4 6.2190 -° __ 0.0000 L2 91.75 - 43.75 42.934 4 4.5561 0.0000 L3 49.75-0 12.274 4 2.2761 0.0000 RISATower Job 140 -ft Monopole - DaVinci #08235 -1204 Page 7 of 8 Michael R Plahovinsak, P.E. P.O. Box 66 Project 1105 Airport Road Date 13:07:28 06/11/08 Unionville Center, OH43077 Phone: 614- 937 -4922 FAX. 614- 413 -2887 Client Sectional Poles (TP -7616) 1 Designed by M F P Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. DeJlec[ron Tilt Tvist Radius of Ll 140 - 87 (1) TP36.92x24x0.25 53.00 Load 0.0 28.1788 -12.41 1648.46 Curvature ft 48.00 Comb. in -22.84 2621.86 ft 140.00 140.00 - -- - -- - --- - - - - (4) Powenvave 7772 w/ Mount Pipe -- .-. 4 __.... - -- - - 99.864 --- 6.2190 - 0.0000 - .- -- --- - - - - 9884 130.00 (2) Decibel DB846F65ZAXY w/ 4 87.148 5.9371 0.0000 4941 0.000 mount pipe 87 - 43.75 (2) TP46.96x35.262lx0.3125 2373.14 2438.40 0.973 120.00 (3) Powenvave 7772 Nv/ Mount Pipe 4 74.679 5.6384 0.0000 2468 110.00 (3) Powenvave 7772 w/ Mount Pipe.. -m4�M a 62.704 5.3058 0.0000 1643 Compression Checks Pole Design Data No. P„ ft ft ft in= K _ _ K - �P Ll 140 - 87 (1) TP36.92x24x0.25 53.00 0.00 0.0 28.1788 -12.41 1648.46 0.008 L2 87 - 43.75 (2) TP46.9605.26210.3125 48.00 0.00 0.0 44.8181 -22.84 2621.86 0.009 L3 43.75-0(3) TP57x44.8728x0.375 49.75 0.00 0.0 67.3979 40.25 3929.50 0.010 Pole Bending Design Data SeclionF«A%� Elevation Sipe.._ M,z�M „ - Ratio .v_ M ` �M Ratio _ NO. V. V T M ,� ft _ kip ft kip ft �Mnz_ . kipft ......... _ kip ft Av..__. LI 140-87(l) TP36.92x24x0.25 976.96 1204.76 0.811 0.00 1204.76 0.000 L2 87 - 43.75 (2) TP46.96x35.262lx0.3125 2373.14 2438.40 0.973 0.00 2438.40 0.000 L3 43.75-0(3) TP57x44.8728x0.375 4377.16 4582.82 0.955 0.00 4582.82 0.000 Pole Shear Design Data Section Elevation Sr_e Actual Ratio Actual T. Ratio No. V. V T T ft _ K K T kip ft kip ft �T,_ L I 140-87(l) TP36.92x24x0.25 29.94 486.01 0.062 0.00 609653.33 0.000 L2 87 - 43.75 (2) TP46.96s35.262lx0.3125 36.54 777.93 0.047 0.00 2497116.67 0.000 L3 43.75-0(3) TP57x44.8728x0.375 43.71 1171.33 0.037 0.00 8844416.34 0.000 Pole Interaction Design Data RISATower Job Page Ratio 140 -ft Monopole - DaVinci #08235 -1204 8 of 8 Project Date Michael E Plahoviiisak, P.E. P.O. Box 66 1105 Airport Road 13:07:28 06/11/08 Unionville Center, OK43077 Client Designed by Phone: 614- 937 -4922 Sectional Poles (TP -7616) M F P FAX.- 614 -413 -2887 % Pass Section Elevation Ratio Ratio Ratio Ratio Ratio Comh. Allow. Criteria No. P„ M— M,,, i ; T„ Stress Stress % Pass ft _._— ....... -_ P n ..__...__.___ M „_r M � __..,.-__....._.__T ._._ ...._. ... ......._._.._ .Ratio Ratio 140-87 Ll 140-87(l) 0.008 0.811 0.000 0.062 0.000 0..822 1.000 2621.86 98.4 Pass L3 43.75-0 Pole TP57x44.8728x0.375 3 -40.25 3929.50 f,° Pass 4.10 -la L2 87 - 43.75 (2) 0.009 0.973 0.000 0.047 0.000 0.984 1.000 Pole (1,2) 98.4 Pass RATING = 98.4 4.10-la L3 43.75-0(3) 0.010 0.955 0.000 0.037 0.000 0.967 1.000 4.10 -1a Program Version 5.1.1.4 - 2/25/2008 File: G: / Ceedo / Tower / Project /235- TransAmericarY08235- 1204/08235- 1204.eri Section Capacity Table Section Elevation Component Size Critical P op.11-, % Pass Rro ft Type Element K K Capacity Fail LI 140-87 Pole TP36.92x24x0.25 1 -12.41 1648.46 82.2 Pass L2 87-43.75 Pole TP46.96x35.262lx0.3125 2 -22.84 2621.86 98.4 Pass L3 43.75-0 Pole TP57x44.8728x0.375 3 -40.25 3929.50 96.7 Pass Summary Pole (1,2) 98.4 Pass RATING = 98.4 Pass Program Version 5.1.1.4 - 2/25/2008 File: G: / Ceedo / Tower / Project /235- TransAmericarY08235- 1204/08235- 1204.eri Monopole Anchor Pod and Base plate Calculation AN51 / TIA -222 -6 2005 Factored 6a5e Peaction5; Pole 5hape, Anchor gods; base plate; Moment; 4 77 ft -kips 18-51ded ( la) 2,25 in. A615 CP,. 75 2 in. x 70 in, Pound 5hear; 44 kips . Pole Pia. ( pr) ; Anchor Cods �venlq Spaced fu = 60 k5i Axial; 40 kips ' 57,00 in On a 64 in Bolt Circle ------------------------------------------ - - - - -- Anchor Fod CaleulatlonAcccrdingto nA -222 -6i section 4.9.9 �1 = 0.80 fv, 4.9.9 16,1t5 7168,00 in mcmetof In-Tta PU = 232}.2}8 kips rabia,perce Vu = 3J 2} k i ps 511ea pace put = 32500 kip5%,nr, rerole9xe4h 11 = 0.50 radew1,yc(d) 6a56 Plate Cakdatlon Accordinq to rlA -222 -6 = 0.90 nn 4l Mpg = 563,68 111'klpplatehian t 1, = 12.791 in sect t h Z = 12.791 pIa tic5ecta,m,,ws Mp = 767,45 m- kippL,5t,chio ent Mu= 690.7 in -kip padaedResistance The follovhiq InFi�atfon equation 5hall 6c 5al45fled: Pu � U 11 � LO 0,926 < I Calculated Moment vs Factored Fe5i5tance 5633 in -kip <. 691 in -kip Anchor Vod5 Are Adequate 92.67. Pa5e Plate 15 Adequate 81.6 / Monopole Caisson ( nrilled pier) Calculation NV,� p 02008 AN51/ 1IA-222-6 2005 Notes: I. foundation overturnirq re-5i5tance calculated with FL5 Caisson, for Grom'S method for rigid piles. Soil lagers modeled after recommendations from the oeotechnical report. 2. Cohesion 5trencth for the upper 21 ft has been reduced 6g 507 WA 7. In lieu of a soil resistance factor 05 - 035 (TIA- 9.4.1) an additional safeg fator against soil failure of L!53 has been applied. 4. foundation 15 cle-5igned with a minimum safety factor re5i5tinq overturning of 2.0 5. foundation has been designed with factored loads per TIA-222 -6. 6, 12e5ion water table - 9 ft below oracle t/ ----------------------------------------------------------------- .................... PERT IES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 7.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 0.50 * ** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (Pcf) (Psf) (degrees) 1 S 7.00 0.00 0.0 1.000 -0.00 2 S 2.00 7.00 110.0 3.255 32.00 3 S 8.00 9.00 47.6 3.255 32.00 4 S 15.00 17.00 47.6 3.000 30.00 5 S 13.00 32.00 42.6 2.882 29.00 * ** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft -k) = 4400.0 VERTICAL (k) = 41.0 SHEAR (k) = 45.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.33 * ** CALCULATED PIER LENGTH (ft) = 35.000 (/ * ** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM 6216.7 (£t) (ft) (Pcf) (Psf) (k) (£t) S 0.50 7.00 0.0 1.000 0.00 5.17 S 7.50 2.00 110.0 3.255 15.04 8.83 S 9.50 8.00 47.6 3.255 224.42 14.12 S 17.50 9.07 47.6 3.000 466.74 22.44 S 26.57 5.93 47.6 3.000 - 438.39 29.65 S 32.50 2.50 42.6 2.882 - 206.99 33.77 * ** SHEAR AND MOMENTS ALONG PIER 3 7, (J. H (("'I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Minimum Steel Per ACI- 318 -05 17.850425 in= WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft -k) SHEAR (k) MOMENT (£t -k) 0.00 60.8 6216.7 45.6 4662.6 3.50 60.8 6429.6 45.6 4822.2 7.00 60.8 6642.5 45.6 4981.9 10.50 29.1 6822.2 21.8 5116.7 14.00 -54.8 6788.8 -41.1 5091.6 17.50 -178.6 6391.8 -134.0 4793.9 21.00 -329.5 5513.3 -247.1 4135.0 24.50 -517.1 4042.6 -387.8 3031.9 28.00 -549.4 1986.7 -412.0 1490.0 31.50 -288.3 510.0 -216.2 382.5 35.00 -0.0 -0.0 -0.0 -0.0 * ** TOTAL REINFORCEMENT PCT = 0.62 REINFORCEMENT AREA (in ^2) = 34.36 i �S` (out) ,\ * ** USABLE AXIAL CAP. (k) = 41.0 USABLE MOMENT CAP. (ft -k) = 5234.0 3 7, (J. H (("'I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Minimum Steel Per ACI- 318 -05 17.850425 in= ROYAL STREET P. � � � Est b a r.-� L �' �>,s �.. J•,' COMMUNICATIONSc. FV py.az r, F 0 8256 EXCHANGE DRIVE, SUITE 210 ORLANDO, FL. 32809 (ORD- 380 -C) RIDAN/FTP-FL140 3 -LAKE MARY NORTH 1105 WEST AIRPORT BLVD. SANFORD, FL 32773 LATITUDE: 28 046'41.5 "N, LONGITUDE: 81'17'48.78"W DIRECTIONS FROM NEAREST INTERSTATE EXIT: FROM ORLANDO: TAKE 1 -4 EAST TOWARD DAYTONA AND TAKE EXIT 101BC SR 46, THEN TAKE EXIT 101C TOLL 417 TOWARD MT. DORA TO EXIT HE THOMAS JR. PKWY SR 46A AND TURN LEFT AND CONTINUE FOR .25 MILES THEN TURN RIGHT ON AIRPORT BLVD AND GO SOUTH FOR 1/2 MILE PROPOSED SITE IS ON THE RIGHT ON THE SOUTH SIDE OF THE BUSINESS CENTER. DRIVING DIRECTIONS Lubwnml Pr asNn. b Frma,e W M tl„ apdPC P= and PPnI b P, uu. wuP.wu., m Lope a rumor _=1 THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PAD, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS. THE INITIAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL BE SIX (6). PROJECT DESCRIPTION APPLICANT /LESSEE MDCMC NAME, ROYAL STREET PROJECT MANAGER: HAL HODGES PHONE (813) 830 -5656 PROPERTY INFORMATION 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. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2004 FLORIDA BUUX4G CODE 6. AMERICAN INSITIM OF On 2 NA70AL EIECIRIC CODE OEC) MIN CONSIRUCDON SPECIRCATION5 (NSC) LOCAL AMD:IIENTS LATEST ED. 7. UHA&NMRS LABORATORIES (UL) 3 ANS/RA/EIA APPLICABLE STANDARDS AP ROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE N 'DA -101 -2003 tl LOCAL BUILDING CODE 5. FLORIDA FNE PREVEa1101N CODE 2004 9. CTTY /COUNTY ONDNANCES CODE-COMPLIANCE OWNER: RIDAN/FLORIDA TOWER PARTNERS, LLC 15 PARADISE PLAZA, UNIT 228, SARASOTA, FL 34239 CONTACT. STACEY MATHIS & BRETT BUGGELN (914) 400 -2202 (321) 693 -4910 (STACEY) HANDICAP REQUIREMENTS: FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: SANFORD APN /. 02- 20 -30- 300 -034A -0000 PROJECT INFORMATION EQUIPMENT LOCATION: N OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ GUY TOWER ❑ SELF SUPPORT TOWER ® MONOPOLE ❑ ROOF TOP E3 NEW TOWER ❑ OTHER PROJECT SUMMARY CIVIL ENGINEER: KIMLEY -HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407 LARRY FLOWERS 561 -845 -0665 STRUCTURAL ENGINEER: KIMLEY -HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407 LARRY FLOWERS 772- 794 -4027 ELECTRICAL ENGINEER: C&W ENGINEERING 2326 S' CONGRESS AVE, SUITE IF WEST PALM BEACH. FL 33409 DALE WALKER, P.E. (561) 642 -5333 SURVEYOR: WSP CONSULTANTS. INC. 19006 1ST STREET SW LUTZ. FL 33548 WILLIAM PAYNE. PSM (561) 642 -5333 TOWER ENGINEER: N/A PROJECT TEAM I SHEET R ! REV_ il49A 1K su.:s1. COVER SHEET ROJECT INFORMATION: sat y, �: � �4 I _ saTtaaGmre�y i . =_46 } GENERAL NOTES URRENT ISSUE DATE: SEPTEMBER 2008 C -1 SITE PLAN AND TOWER ELEVATION C-2 CONSTRUCTION DETAILS \� V F' _ r L ELECTRICAL SITE PLAN (VEP 2000 E -2 GROUNDING DETAILS and Associates, In E -3 GROUNDING DETAILS WEST PALM BEACH, FLORIDA 33407 (561) 845 -0665 FBPE CADOOM96 ROVIDER: ROYAL STREET Sa r«a 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 RAWN BY- =CHK.: APV.: y" KKM RCM CENSURE: DAVID STEWART PE 31180 KEVIN M. S HANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 42 R ETR PE 5757 kjH CO VER SHEET HEET NUMBER• - -REVISION T -1 1- KHA Job #: 044960216 SHEET INDEX ISSUED FOR: CONSTRUCTION DRAWINGS DATE: SEPTEMBER 2008 VICINITY MAP DIRECTIONS FROM NEAREST INTERSTATE EXIT: FROM ORLANDO: TAKE 1 -4 EAST TOWARD DAYTONA AND TAKE EXIT 101BC SR 46, THEN TAKE EXIT 101C TOLL 417 TOWARD MT. DORA TO EXIT HE THOMAS JR. PKWY SR 46A AND TURN LEFT AND CONTINUE FOR .25 MILES THEN TURN RIGHT ON AIRPORT BLVD AND GO SOUTH FOR 1/2 MILE PROPOSED SITE IS ON THE RIGHT ON THE SOUTH SIDE OF THE BUSINESS CENTER. DRIVING DIRECTIONS Lubwnml Pr asNn. b Frma,e W M tl„ apdPC P= and PPnI b P, uu. wuP.wu., m Lope a rumor _=1 THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PAD, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS. THE INITIAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL BE SIX (6). PROJECT DESCRIPTION APPLICANT /LESSEE MDCMC NAME, ROYAL STREET PROJECT MANAGER: HAL HODGES PHONE (813) 830 -5656 PROPERTY INFORMATION 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. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2004 FLORIDA BUUX4G CODE 6. AMERICAN INSITIM OF On 2 NA70AL EIECIRIC CODE OEC) MIN CONSIRUCDON SPECIRCATION5 (NSC) LOCAL AMD:IIENTS LATEST ED. 7. UHA&NMRS LABORATORIES (UL) 3 ANS/RA/EIA APPLICABLE STANDARDS AP ROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE N 'DA -101 -2003 tl LOCAL BUILDING CODE 5. FLORIDA FNE PREVEa1101N CODE 2004 9. CTTY /COUNTY ONDNANCES CODE-COMPLIANCE OWNER: RIDAN/FLORIDA TOWER PARTNERS, LLC 15 PARADISE PLAZA, UNIT 228, SARASOTA, FL 34239 CONTACT. STACEY MATHIS & BRETT BUGGELN (914) 400 -2202 (321) 693 -4910 (STACEY) HANDICAP REQUIREMENTS: FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: SANFORD APN /. 02- 20 -30- 300 -034A -0000 PROJECT INFORMATION EQUIPMENT LOCATION: N OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ GUY TOWER ❑ SELF SUPPORT TOWER ® MONOPOLE ❑ ROOF TOP E3 NEW TOWER ❑ OTHER PROJECT SUMMARY CIVIL ENGINEER: KIMLEY -HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407 LARRY FLOWERS 561 -845 -0665 STRUCTURAL ENGINEER: KIMLEY -HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407 LARRY FLOWERS 772- 794 -4027 ELECTRICAL ENGINEER: C&W ENGINEERING 2326 S' CONGRESS AVE, SUITE IF WEST PALM BEACH. FL 33409 DALE WALKER, P.E. (561) 642 -5333 SURVEYOR: WSP CONSULTANTS. INC. 19006 1ST STREET SW LUTZ. FL 33548 WILLIAM PAYNE. PSM (561) 642 -5333 TOWER ENGINEER: N/A PROJECT TEAM I SHEET DESCRIPTION REV_ T -1 COVER SHEET ROJECT INFORMATION: ORD -380 -C RIDAN /FIP- FL1403 -LAKE MARY N 1105 WEST AIRPORT BLVD G -1 GENERAL NOTES URRENT ISSUE DATE: SEPTEMBER 2008 C -1 SITE PLAN AND TOWER ELEVATION C-2 CONSTRUCTION DETAILS C -3 EQUIPMENT FRAMING DETAILS E -1 ELECTRICAL SITE PLAN (VEP 2000 E -2 GROUNDING DETAILS and Associates, In E -3 GROUNDING DETAILS WEST PALM BEACH, FLORIDA 33407 (561) 845 -0665 FBPE CADOOM96 ROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 RAWN BY- =CHK.: APV.: KIP KKM RCM CENSURE: DAVID STEWART PE 31180 KEVIN M. S HANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 42 R ETR PE 5757 kjH CO VER SHEET HEET NUMBER• - -REVISION T -1 1- KHA Job #: 044960216 SHEET INDEX ISSUED FOR: CONSTRUCTION DRAWINGS DATE: SEPTEMBER 2008 PERMiT #--678 - 2� o DAM _Z ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 ROJECT INFORMATION: ORD -380 -C RIDAN /FIP- FL1403 -LAKE MARY N 1105 WEST AIRPORT BLVD SANFORD, FL 32773 SEMINOLE COUNTY URRENT ISSUE DATE: SEPTEMBER 2008 SSUED FOR: CONSTRUCTION DRAWINGS EV.:=DATE := ESCRIPTION: SEAL: (VEP 2000 LANS PREPARED BY: ❑�❑ Kimley —Horn and Associates, In © 2007 KIULEY -HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845 -0665 FBPE CADOOM96 ROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 RAWN BY- =CHK.: APV.: KIP KKM RCM CENSURE: DAVID STEWART PE 31180 KEVIN M. S HANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 42 R ETR PE 5757 kjH CO VER SHEET HEET NUMBER• - -REVISION T -1 1- KHA Job #: 044960216 STANDARD PROVISIONS ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 ROJECT INFORMATION: INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS TEMPORARY FACILITI C: SANFORD, FL 32773 COMPLIANCE I. INSPECTIONS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND A. WATER: A. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE WHICH ACCORDANCE WITH ALL APPLICABLE CODES SOME OF ARE IN ADVANCE OF REWIRED INSPECTIONS. INSPECTIONS THAT THE ROYAL STREET COMMUNICATIONS SITE LANS PREPARED BY: ❑�❑ Kimley —Horn and Associates, In- LISTED BELOW), ORDINANCES, AND AUTHORITIES HAVING WILL BE REWIRED BY THE CPM OR OTHER DESIGNATED WEST PALM BEACH, FLORIDA 33407 B. LIGHT AND POWER ROVIDER: JURISDICTION OVER THE WORK, UPON THE COMPLETION OF THE ROYAL STREET COMMUNICATIONS REPRESENTATIVE ARE: B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED BE FULLY EXPLANATORY AND COMPLEMENTARY. ORLANDO, FL 32809 LIGHT AND POWER ARE AVAILABLE ON SITE I KP KKM RCM WORK, THE CONTRACTOR SHALL PROVIDE ROYAL STREET COMMUNICATIONS WITH A CERTIFICATE OF OCCUPANCY (IF REWIRED) AND OTHER LEGAL 1. INSPECTION OF GROUNDING SYSTEM E HOWEVER, SHOULD ANYTHING SHOWN, INDICATED OR SPECIFIED ON ONE AND C. TELEPHONE: HE DOCUMENTS TO VERIFY SUCH COMPLIANCE WHERE NO CODES 2. PRACTICAL COMPLETION OTHER, NOT THE OTHER,IC SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON BOTH. 044960216 EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE ACCESS IF REWIRED. EXIST, THE WORK SHALL CONFORM WITH THE 2004 FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER IS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING MORE STRINGENT. AND A DOCUMENT STATEMENT SHALL BE THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR FURNISHED TO THIS EFFECT. IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE AND MATERIALS REASONABLY NECESSARY FOR THE PROPER D. IF PERMANENT POWER IS COMPLETED. ALL CONTRACTORS MAY DOCUMENTATION OF ALL INSPECTIONS EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE DOCUMENTS. USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ARE _ FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND ROYAL STREET COMMUNICATIONS' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL REWIRED INSPECTIONS AND TESTING. THE CONTRACTOR D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE PROPERLY STORED DURING NON - WORKING HOURS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY THE SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR WILILY OF MATERIALS REWIRED TO COMPLETE THE CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS E MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED A. CLEAN UP: THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF THE CONTRACT. AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE J. ENVIRONMENTAL PROTECTION WILL BE MADE OR PERMITTED BY ROYAL STREET COMMUNICATIONS, BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE CPM. NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT STATE WITHOUT A CHANGE ORDER. THE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND AND LOCAL REGULATIONS ARE COMPLIED WITH IN REGARD TO SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND -222 - F NOSE LEVELS PRODUCED BY HIS OR HIS SUET- CONTRACTOR'S READY FOR USE 004FLORIDA 2UIL FORI BUILDING CODE EQUIPMENT OR METHODS OF CONSTRUCTION. BUILDING OFFICIALS CODE ADMINISTRATORS CONFLICTS B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND L NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS DUST CONTROL- THE CONTRACTOR SHALL TAKE ALL NECESSARY REMOVE ALL TRACES OF SOIL WATER MATERIALS, SMUDGES AND UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS STEPS TO LIMIT THE CREATION OF ANY DUST NUISANCE THAT A REE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS OTTER FOREIGN MATTER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS RISC ( ) MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE CPM THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM LIFE SAFETY CODE NFPA - 101 -2003 MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME ANY ANY WORK. NO EXTRA CHARGE COMPENSATION SHALL BE ADJACENT SURFACES FEDERAL AVIATION REGULATIONS FLORIDA FIRE PROTECTION CODE 2004 PARTICULAR OUST NUISANCE IS CONTROLLED TO THE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY ALL TRACES OF SOIL WASTE MATERIALS, SMUDGES AND OTHER BUILDING OWNERS. SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOREIGN MATTER. OCCUR SHALL BE SUBMITTED TO THE ROYAL STREET COMMUNICATIONS CONSTRUCTION PROJECT MANAGER (CPM) FOR 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM PERMITS K. REINSTATEMENT CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE ADJACENT SURFACES. AND LIC�S WORK IN THE AFFECTED AREA. 2. REMOVE PAINT DROPPINGS, SPOTS. STAINS AND DIRT A THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, SERVICES. AND EXISTING FEATURES OR OTHER PROPERTIES, FROM FINISHED SURFACES EXPENSE, ALL REWIRED LOCAL STATE, AND /OR COUNTY DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL NOT BE D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER ACCEPTANCE FLOOR WAX SHALL BE OF THE ANTI-STATIC SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING EXISTING BEFORE COMMENCEMENT OF OPERATIONS. OR THING ABOUT WHICH THE CONTRACTOR MIGHT NOT HAVE TYPE BOARDS, ENVIRONMENTAL BOARDS, AND /OR OTHER COMMITTEES FULLY INFORMED HIMSELF PRIOR TO BIDDING. WILL BE SUPPLIED BY OTHERS. BUT MUST BE CONFIRMED BY THE SITE ACQUISITION SPECIALIST PRIOR TO THE APPLICATION FOR L AS- RUILTS DRAWINGS CONSTRUCTION PERMITS. THE CONTRACTOR SHALL PREPARE A RED LINED SET OF AS- CHANGE ORDER PROCEDURE: FAA APPROVAL W:iLL BE SUPPLIED BY OTHERS, BUT MUST BE BUILT DRAWINGS. THE FORM OF MARKED UP CONSTRUCTION PLANS SHALL BE STANDARD ACCEPTABLE TO THE ROYAL STREET CONTRACTS AND WARRANTIES A CHANGE ORDER MAY BE INITIATED BY THE CPM, AND /OR THE CONFIRMED BY THE CONTRACTOR WITH THE CPM PRIOR TO THE COMMUNICATIONS SUCH DRAWINGS SHALL BE SUBMITTED TO ROYAL A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM COMMENCEMENT OF WORK. STREET COMMUNICATIONS WITHIN TWO WEEKS FROM PRACTICAL THE GUIDING PERMIT AT THE LOCAL JURISDICTION AS THE THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE INVOICE ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT - CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL B. PRIOR TO COMMENCING THE WORK, THE CPM M. EEACTICAL COMP E-nON JURISDICTION. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN SHALL SCHEDULE AN ON -SITE MEETING WITH ALL MAJOR ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO ROYAL STREET PROPOSALS. ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS LIMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE COMMUNICATIONS WIRELESS PRIOR TO THE DATE OF PRACTICAL COMPLETION: WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM, COMPANY. CARPENTRY FOREMAN (IF SUBCONTRACTED), A REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CPM OR HIS DESIGNATE) REPRESENTATIVE. THE PREVIOUS SECTIONS STORAGE: 2_ WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE A. DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES 3. GROUND SYSTEM RESISTANCE TEST TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT MANAGER AND /OR BUILDING OWNER APPROVAL RELATED DOCUMENTS AND COORDINATION• BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE 4. CERTIFICATE OF OCCUPANCY A GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY INTERRELATED. IN PERFORMANCE OF THE WORK, EACH - FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE - CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL - COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR. OWN RISK AND EVENSE MANUFACTURER. D. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF INSURANCE AND BONDS• PROTECTION' CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A SHOP DRAWINGS: PAGER. A- EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND A_ PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF MAINTAIN FOR THE DURATION OF THE PROJECT ALL OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS WILL PASS. A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REWIRED AND LISTED IN E THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY INSURANCE AS REWIRED AND LISTED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED THESE SPECIFICATIONS THROUGH THE GENERAL CONTRACTOR TO THE CPM, FOR REVIEW. INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL A CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO B. PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO AND THE GENERRAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION . THE GENERAL CONTRACTOR WHO SHALL, IN TURN, ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES B. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, CORRECTED, - STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUBMITTAL TO THE CPM. LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL. GUIDELINES SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN TO CPM. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND PRODUCTS AND SUBSTITUTIONS, EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. REPAIRS AND REPI ACEMENTS: A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR H. COORDINATION A. IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. WITH PUBI I UTILITY A ITHORIT c ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING THE CONTRACTOR SHALL COORDINATE WITH RELEVANT TO ROYAL STREET COMMUNICATIONS AND /OR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE AUTHORITIES THE WORKS THEY ARE TO BE CARRIED OUT. HE WITH THE REQUIREMENTS FOR SUBSTITUTIONS SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY WITH THE OPERATIONS OF PUBLIC AND /OR PRIVATE UTILITY AUTHORITIES, INSTALLING SERVICES ON THE SITE INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL IF THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION DEEMED NECESSARY BY THE CPM, SUBMIT ACTUAL SAMPLES TO OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. OF THIS SITF_ ivCV..nI al�gb Fl.dd� bb 1M�y.r�tns pnpmw uy yy„t bm � p,aa�i Ruw of od ,ipmp� ,�4ny ,n qb Caa,rnwt W b �iNwl �bWiry b N a?:Nt tom a1d �W `.c �tw - ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 ROJECT INFORMATION: ORD -380 -C RIDAN /FTP- FL1403 -LAKE MARY N 1105 WEST AIRPORT BLVD SANFORD, FL 32773 SEMINOLE COUNTY URRENT ISSUE DATE SEPTEMBER 2008 SSUED FOR CONSTRUCTION DRAWINGS ESC RI PTI ON: S t0 3 2000 LANS PREPARED BY: ❑�❑ Kimley —Horn and Associates, In- @2007 KIMLEY -HORN AND ASSOOATES, INC 4431 EMBARCAOERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845 -0665 FBPE CA000006% ROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210 ORLANDO, FL 32809 RAWN BY: =CHK.: APV.: I KP KKM RCM CENSURE DAVID STEWART PE 31180 KEIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR 42 0 .L REPETTI PE 575 HE GENERAL NOTES HEEf NUMBER= REVISION Gml- Job #: 044960216 CITY OF SANFORD PERMIT APPLICATION 11 Submittal Date: l C) 2oOR Application # : 0% — V0014 Job Address: llbl::� WeEA Pt pork zt0d Value of Work: $ Parcel ID: 02.— ZO - -2,7 -1>,00 - 0 Sq A- 000aZoning: Historic District: ZO N� �Ui '6 r_ � e�1V�-- Square Footage Description of Work: _k CL! 5 7� ......................................................................................... ............................... Permit Type: Building ❑ Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS 2,450 Addition /Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non Residential Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercials Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: # of Gas Lines Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Use Group(s): 'Qogc,[ <_Ay &CaKk -, Flood Zone: (FEiNIA form required ) ........................................... Property Owner: ...... ..................C..o.n.tr.a.c.t.o.r.: ../..T ...... .... .( .e.C..F.. ..C.._ . ..a.. ... .i . C..L .. .) . .14.. � �vb Address: O6 b Address: neis SC .C. J C waxu l woo v�-t-E 5 plr iv�S za_7 0 l W "\'P_ r 4a ey\ E GL, 339q 3 Phone: E -mail: Phone: %1,29i.02qtate License Number: gc = 00ol2-n Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer:i W�i,`h LA i�CJf 1` Address: HL-13 I �1M.6xtrL,r1 a rn 4Sc l�oe� E7r -Iwo �c e� FL 3ago1 Plan Review Contact Person: L.COY V kA VAOu—"O W Phone:%W -M- 0bb5'ax: Phone: ` (O ( "84S -UP(.5 Fax: E -mail: 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. f,A � & Signature of Owner /Agent Date Signature of Contractor /Agent Date Vy [3t., 4" _i� . Mar k-S Print Owner /Agent's Name Pr tractor /Agent's Name] Signature of Notary-State of Florida Date Owner /Agent is _ _ Produced ID APPROVALS: ZONING: Personally Known to Me or UTIL: Signature o�Pry -State of Florida Date a° ; • •., �% TERESA K;, MOORS * MY COMMISSION # DD 79804 EXPIRES: December 19, 2011 �oFFVC�`Oe Bonded Thru Budget Notary Services Contractor /Agent is \ Personally Known to Me or _ Produced ID FD: ENG: BLDG: Special Conditions: Q ®l Rev 07.07 G &G Electric Service, Inc. P.O. Box 9230 Winter Haven, FL 33883 -9230 Phone: 863 - 299 -0020 Fax: 863- 299 -0012 Mobile: 863 - 287 -1840 Email: info @g-gelectric.com LETTER OF AUTHORIZATION I, Walter B. Marks, EC0001279, the primary qualifier of G &G Electric Services, Inc. on this 21 t day of October, 2008 grant unto the following names below, full and absolute authorization to execute and deliver (on my behalf as my attorney -in -fact) any and all documents necessary to apply for and secure permits in the city of Sanford, Florida 1. Rodney Mitchell Gunter, FDL# G536- 733 -87- 247 -0, 212 Avenue I SE, Winter Haven, FL 33880 Ka ME= WZ Walter B. Marks Signature STATE OF FLORIDA COUNTY OF POLK The foregoing instrument was acknowledged before me on this 21 t day of October, 2008, by Wa er B. Marks, who is personally known to me and who did take an oath. Notary QublicSgnature Doty R A K MOO * MY COMMISSION # DD 722894 P EXPIRES: December 19,2011 - 9rFOFFl.�R�O Bonded Thru Budget Notary Senkes Notary Public (Stamp) City of Sanford 300 N. Park Ave. PO Box 1788 Sanford, FL 32772