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Home My WebLink About2921 Orlando DrCITY OF SANFORD PERMIT APPLICATION t RECEIVED Application #: a05s! � Submittal Date: Job Address: I[�r��Ne% # Zoo Value of Work: $ U07 Parcel ID: �� ;,(�° z�"' CJtaL��`3(� Zoning: C-Qi�( Historic District: Description of Work: Q.VfPiV/�d�' „ f� x,72 -F ¢•L Square Footage: ......................—................................................................................................. Permit Type: Building K!/Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # .of AMPS `Ism' Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 13' Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines "/;q- Plumbing/New Residential: # of Water Closets IVI Iq Plumbing Repair —Residential ❑ Commercial ❑ i4A,114? ¢ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): 44 C Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ..................6................................................................................................... Property Owner: c r Jiv'T/%L� Contractor: •w /vim"GCiUlk �/��1'y/CS Address: %► rL A �Z G r � � C) c) Address: J53D ME,' 266 k1w- 1�1'1r 1 f 3y7 S l / �L- 3S�4u?Ly Phone: 4t 1 f3 S' >2 V U E-mail: Phone -0— 177`iState License Number: 4-1(-696XV 5, Bonding Company: N —/`i Mortgage Lender: A/ s10" Address: Architect/Engineer: Mr�-i,Se, L) 14eyjj,Sh'Ft a Address: vt S. LAP°V Plan Review Contact Person: Address: 333 Phone: Fax: Phone: 9S�- S27 qk S `•s Fax: S 57 -7 40 (C- 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. 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 i nation that I 1 notify the owner of the property of the requirements of Florida len Law, FS 713. `6 - Signat of g t ; Date Signature of Contra c r/Agent Date Print caner/Agent's e Print ontracto /Agent's Name v�er.,n� SiEnaturl of Notary- to e of F o da Date Si ature of Notary -State of F ' A ArIDAbrie Ackerman cam" n ` Notary Pubhc State of Florida MY COMMISSIvIa #3, 2007 812 EXPIRES "'�,•,'oF Kristen Made Beyer My Commission DD600445 LOwner/Agent - F,o?� BONDED THRU TROY FAIN INSURANCE, INC +�Fo `�` Expires 10/22!2010 is _ ersonally Known to Me or Contractor/Agent is personally Known to Me or Produced ID_ Produced ID ---k V Z)111�1_4 APPROVALS: ZONI� UTIL: FD: ENG: Special Conditions: Rev 02/2007 C. MORRISON HERSHFIELD CORPORATION 66 Perimeter Center East, Suite 600, Atlanta, Georgia 30346 USA Tel. 770 379 8500 Fax. 770 379 8501 March 6, 2007 Mr. Erik Nelson Nextel Communications 1200 West SR 434 Suite 224 Longwood, FL 32750 407-383-7586 Subject: Structural Analysis of 100 ft Concrete Monopole Tower Site: FL3060-CA / "Sanford South"/ Seminole County, FL Nextel Proposed Antenna Loading MH Project No. 7053000: NEX-091 Dear Mr. Nelson: • Morrison Hershfield has carried out an analysis of the 100 ft concrete monopole tower in Sanford, FL for the addition of Nextel's proposed antenna installation given in Table 2. . The structural analysis was done in accordance with the requirements of ACI 318-02 Building Code Requirements of Structural Concrete and TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest -mile wind speed of 100 mph and meeting the requirements of the 2004 Florida Building Code for a 3 -second gust wind speed of 120 mph for Seminole County. No ice was considered. The tower has been assumed to be in good condition and capable of supporting its full design capacity. Our analysis demonstrates that the existing tower and foundation are in conformance with the requirements of the above noted standards under the effects of loading due to the proposed antenna installation and existing antennas. We trust that this report is satisfactory. If you have any questions regarding the investigation, please contact our office. Yours very truly, Morrison Hershfield Corporation Denis Hum, P.E. (FL License No. 56352) Senior Engineer ISG_Report-NEX-091 (MH -LR -02) A V_ -2 - Table 1: Tower Details Site Name FL3060-CA / Sanford South Location 2921 Orlando Drive, Sanford, FL / Seminole County (Lat 28-46-17.00, Long -81-16-33.00) Tower Description 100 ft concrete monopole tower, manufactured by Valmont / Sherman. Current Standard and Loading TIA/EIA-222-F, 100 mph wind speed, meeting the requirements of 2004 Florida Building Code: 120 mph 3 -sec gust with no ice. Exposure Category C and Category 4 classification is used. Previous MH Analyses None. Table 2: Antenna Loads Elev. (ft) Antenna Description Carrier Location TX -Lines/ Location* Allowable Compressive Stress (ksi) ***PROPOSED*** Factored Moment (k -ft) Resistance Moment (k -ft) Ratio of Moments 90.0 (12) Decibel DB846F65ZAXY panels Nextel a, (3, Y (12) 1-5/8" [O] 90.0 (1) Low -profile Platform - - - 7.24 ***EXISTING*** 0.77 1726.4 1963.5 100.0 (6) CSS MP 20-65 panels Verizon a, (3, y (6) 1-5/8" 100.0 (1) Low -profile Platform - - - Note: Any discrepancies in loading from this listing should be brought to Morrison Hershfield's attention; results of this analysis cannot be used if the loading is different. Refer to Appendix B for cable routing. * [O] donates lines on outside of pole. Table 3 — Tower Component Stresses vs. Capacity Section No. Elevation Service loads Ultimate loads Actual Compressive Stress (ksi) Allowable Compressive Stress (ksi) Stress Ratio Factored Moment (k -ft) Resistance Moment (k -ft) Ratio of Moments 1 50 — 100 ft 5.26 9.4 0.56 662.0 1267.1 0.52 2 50— 0 ft 7.24 9.4 0.77 1726.4 1963.5 0.88 Table 4 — Tower Foundation Results Load Type Original Design Current Analysis % Ratio to Original Compression (kip) - 37.7 - Moment (kip -ft) - 1328.0 - Shear (kip) - 18.5 - Landlord Sitel1.D.: Sanford Plaza No 80205 Tenant Site I.D.: FL3060C'- Sanford South Rim OFFICUM Site Lease Acknowledgment This Site Lease Acknowledgment ("SLA") is made pursuant to and subject to that certain Master Sublease Agreement ("Agreement") dated April 20, 2001 between Cellco Partnership, a Delaware general partnership, d/b/a Verizon Wireless, as landlord, and, Sprint Spectrum L.P., a Delaware limited partnership as tenant, and is entered into effective as of the date the last party. hereto executes this SLA as indicated below ("Effective Date") between"Verizon Wireless;,' Personal Communications LP ,d/b/a Verizon Wireless a Delaware limited partnership' which is an Authoriz4.1 hdlord-as defined -in -section 25:1 of the Agreement , hereinafter designated as ""Landlord' and rNextel Soufh Cd— a Geori iR_ orporation, which is an Authorized Tenant as defined in section`25.2-of the Agreement, hereinafter= Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South Location of Antenna(s) on Antenna Support Structure (as described in Attachment 2): Direction of Radiation: Ground Space Dimensions (as described in Attachment 3): Frequencies/Max. Power Output: 90' AGL 300 1500 2700 430 Total Sq. Ft. Tx: 851-869 MHz and 935-940 MHz Rx: 806-824 MHz and 896-901 MHz 47 Watts (46 dBM) ERP The Fee due and payable by Tenant to Landlord is set forth in Attachment 7 to this SLA entitled "Fee Schedule". The Fee for the Premises will be adjusted annually on the anniversary date of the Commencement Date of this SLA by an amount equal to three percent (3%) of the annual Fee for the previous year. All payments to Landlord must include a reference to the cascade or other Site identification number supplied by Landlord to Tenant, if any. 4. Subject to the Ground Lease, the SLA. -Initial, Term is five (5) ye _,commencing on the Commencement Date and Tenant will &ve five (5) consecutive S Renewal Terms of five (5) years each":! The Commencement -Date 'of this SLA` is the earlier of (a) commencement of construction or installation of equipment at the Firemises, or (b) ninety (90) days from the Effective Date hereof. For purposes of this SLAC any physical activity on the Site by Tenant, other than the Permitted Activities described in Section 5 of the Agreement, will constitute the commencement of construction or installation of equipment. 5. The parties acknowledge that Landlord's rights in the Site derive from a certain Ground Lease Agreement dated June 12, 1996, as amended by that certain !Amendment to Lease Agreement dated March 19, 2001, between PrimeCo Personal Communications, Limited Partnership (now known as Landlord) and Sanford Plaza, Inc{ of Deltona ("Land Owner"), hereinafter referred to as "Ground Lease" and attached hereto as Attachment 4 to this SLA. 6. The consent of the Land Owner to this SLA [check as applicable]:. Xis NOT required. — is required and the executed Land Owner's Consent is attached hereto as Attachment 5 to this SLA. Any notice or demand required to be given in the Agreement will, in addition to the parties identified in Section 27.7 be given to the following Authoriz d Landlord: Verizon Wireless Personal Communications LP d/b/a Verizon Wireless 180 Washington Valley Road Bedminster, New Jersey 07921 Attn: Network Real Estate 2 T ' Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant ,Site I.D.: FL3060C — Sanford South 8. The list of contact persons is set forth on Attachment 6 to this SLA. 9. This SLA is for discussion purposes only and does not constitute a formal offer by either party. This SLA is not and will not be binding on either party unless and until it fully executed by both parties. 3 Landlord Site 11 D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South IN WITNESS WHEREOF, the Parties hereto have set their hands the day and year indicated below. Catharine Lawson Print Name q N� WITNESS doe �6 Print Name WIPNESS 'f v „ A Print Name M 3942263_x6 4 LANDLORD Verizon Wireless Personal Communications LY d/b/a Verizo>f W' ess ., By: I , Name: Hans F. Leutenegg r Title: Area Vice President, Network, South Area Date:�� TENANT Nextel South Corp., a jGeorgia corporation By: Name: David Wong Title: Area Manager, Site Development Date: 1. ✓�^ Landlord Site I.D.: Sanford Plaza. No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 1 to the SLA Legal Description of Site A 60' X 40' parcel of land located within the following legally described property: Beginning at a point 335.69 feet East of the Southwest comer of Lot 26, according to the amended plat of DRUID PARK, as recorded in Plat Book 7, Pages 5 and 6, of the Public Records of Seminole County, Florida, run East along the South line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; then run North perpendicular to said South line North to the North line of Lot 21 said amenided plat; then run North 890 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southwesterly along a curve on the Easterly right-of-way line of !;U.S. Highways 17 and 92, having a radius of 5691.87 feet, a central angle of Y 27' 53", an arc; distance of 344.2 feet; thence run South 25° 27' West a distance of 252.24 feet, thence run East 300.0 feet, thence run South 75.0 feet to the Point of Beginning. 5 Landlord Site I.D.: Sanford Plaza. No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 2 to the SLA Location of Antennas Please see attached one (1) page. 2 Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D. FL3060C — Sanford South Attachment 3 to the SLA Equipment Building/Ground Space And Right -of -Way Description Please see attached one (1) page. 7 SiT,- NUMBER: FL -3060C NEXTEL TOWER SPACE 0 APPROXIMATE 90- RAO CENTER A. UP TO 12 ANTENNAS SHELTER REQUIRED CABLING (2) GPS ANTENNAS (1) TEST MOBILE ANTENNA (1) MICROWAVE (IF APPLICABLE) (1) GENERATOR APIMOX 9OUNl*M7 OF LESSOR'S PROftM PMMM MOM PROA (*PRM 430 Sd Ft.) Lm =MEV= EXISTING CHAIN LINK FENCED COMPOUNI)i AREA 26'-0- MORRISON HERSHFIELD T�ou 3th u -sty Owm. Suft 245. PIS, FL 33334 Tot. 954ITTAM For. 064.5TIA666 0 stwdr—wecolodown -lyd.*WbNWAM 15,-0* NORTH B EXHIBIT V -PLAN NOT TO SCALE NEME - — — — — — — PROPOSED 1a* -0' UMA�WOE Y AND - FL -3M C ------------www ---------www MORRISON HERSHFIELD T�ou 3th u -sty Owm. Suft 245. PIS, FL 33334 Tot. 954ITTAM For. 064.5TIA666 0 stwdr—wecolodown -lyd.*WbNWAM 15,-0* NORTH B EXHIBIT V -PLAN NOT TO SCALE NEME c E wmm wi E SAFORD SOUTH FL -3M C am umm 2921 ORLANDO DRFVE 5"m w I w I s"ORD, - j,", — .0 t ?663wom FL460 c E Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 4 to the SLA Ground Lease Please see attached eleven (11) pages. [3 40` CERTIFICATE OF AMENDMENT TO APPLICATION FOR REGISTRATION OF .._PrimeCo Personal_Communications; -Limited Partnersly (Insert name currently bn file i—) ii i Florida Dept. of State) Pursuant to the provisions of section 620.173, Florida Statutes, this foreign limited partnership hereby submits this certificate of amendment to its registration application: The registration application is amended as follows: The name of the limited partnership is amended to:(Vesizon Wireless Personal Communications rk LD The name under which the limited partnership proposes to transact business in Florida is: Verizon Wireless Personal Communications Limited Partnership COUNTY OF Somerset On this 28 day of November 2001 Y Alice C. Brennan personally appeared before me, 0 who is personally known to me ❑ whose identity I proved on the basis of Seal (Not Public Signature) Phyllis A. Smith (Notary's Printed Name) My Commission Expires: June 11, 2006 Phyllis A. Smith Mary public, State of Now )OfW No.2276086 Qualified in Essex Coin Commission Expires Junt r— m —+ r � (Signature of General Partner) -r CD Alice C. Brennan, Manager of Texas Holdings LLC x r v (Typed or printed name of General Partner signing above) O STATE OF New Jersey _ cxz COUNTY OF Somerset On this 28 day of November 2001 Y Alice C. Brennan personally appeared before me, 0 who is personally known to me ❑ whose identity I proved on the basis of Seal (Not Public Signature) Phyllis A. Smith (Notary's Printed Name) My Commission Expires: June 11, 2006 Phyllis A. Smith Mary public, State of Now )OfW No.2276086 Qualified in Essex Coin Commission Expires Junt t i ese, '' B-0 .4L? - ACCOUNT NO. 072100000032 REFERENCE 500881 '-7228846 AUTHORIZATION •''' COST LIMIT $ Z_ U 4 ORDER DATE : November 29, 2001 , S� ORDER TIME : 11:26 AM ORDER NO. 500881-010 CUSTOMER NO: 7228846 5000047 00200-----'-�.,' CUSTOMER: Ms. Danielle Nappi Verizon Wireless .180 Washington Valley Road 2 Bedminister, NJ 07921 < a ----------- ---------------------------------------------_`? FOREIGN FILINGS w r, p NAME: PRIMECO PERSONAL ? < COMMUNICATIONS, LIMITED PARTNERSHIP ; ti PROFIT CORPORATE NON-PROFIT XX LIMITED PARTNERSHIP XXXX AMENDMENT PLEASE RETURN THE FOLLOWING AS PROOF OF FILING: CERTIFIED COPY XX PLAIN STAMPED COPY O -77 CERTIFICATE OF GOOD STANbING CD Z- f Qt CONTACT PERSON: Janna Wilson -- EXT# 1155 `; d EXAMINER: cn Division of Corporations VERIZON WIRELESS PERSONAL COMMUNICATIONS LP Document Number Date Filed Effective Date Status B95000000424 11/27/1995 None Active Page 1 of 1 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http://www.sunbiz.org/scripts/corevt.exe?al=DETNAM&nl=B95000000424&n2=FORLP 4/5/2007 EVENT TYPE FILED EFFECTIVE DESCRIPTION DATE DATE NAME 11/30/2001 /,-OLD NAME WAS PRaffiCO.PERSONAL COM CHANGE { R AMENDMENT MUNICATIONS, LIMITED PARTNERSHIP OLD XREF WAS: PRIMECO PERSONAL COM MUNICATIONS, L.P. NAME 04/01/1996 OLD NAME WAS: PCS PRIM[ECO, LIMITED CHANGE AMENDMENT PARTNERSHIP OLD XREF WAS: PCS PRIMECO, L.P. THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http://www.sunbiz.org/scripts/corevt.exe?al=DETNAM&nl=B95000000424&n2=FORLP 4/5/2007 GROUNDLEASE AGREEMENT' FRENCH/SANFORD. ,80205-4 THIS. GROUND LEASE. AGREEMENT.(4Lesse7, is enlarvd-*o as.of the case maybe kicreasatrby #W. _aayof he9&.byand ` D,- Should eve Lease xV.I be In.neu:si e„ cmaynrston Was of-tM between odension,poriods: P06ded for herskh this Lawe;shaa conenw In. effect I-- _ . upon the some lama end Carxilt ons (oMrrAW Aiaoai Ram which slims aM PRIINECO LP.', be in Vow." eqw. to the Rem for~ far the Prior ore (1)year a Delaware lbNtWparininhip04, ErMt9C0 A'L paibdlhaasrredby P«~'«t( S %)]brahadherperkd •rnmaid ane (1) yew snd;for qIs ani Valporloft t hereafiar-urd and unless fn cowl"nethu o1 the•prsmlW-1 in and tom*m-dbyNtMrpwWbyp""IOlhealhmwdnmndk+ MusMmOon . . Woarnerts in Ova Low, the parties agree .s. topow.: to so t«mwu at least W"." flays before the dao nrs Lee" esplap.. 1. THE PROPERTY 4. A. OWNER loMr Mehdder o(that oartaln real*opeRy commonly USE OP THE PftOPEFiTY . boon u ` r A PCS rflay saw lfha Properrr son snytawod papose, l idtx rep, will tkntallon. to len wo, replace. makdaltk oecurd and operate a chy d F D County d i (10 L G . Cannamkadons Wflyc krdudkp, wVoA guidon. rsp6sd PCSanww abate of FLOG r. j)6 arcay (u such eroemaanymay be:modlB•d, added to, or.suba Ubd COWNHR'e'Propridntamdnwtofts) and antenna sup poAunxWod,VWto! any.oBwye" which Is described on the attached &MM'AY; Tha partiewagm6#-W Incidental ttherslo. Each,sic i antsrns or;W4errca anppoil stru thrs may the kO desplptkn d Owr;ses.Property may. be attachad as go" :.?ecor4nd-43eptlastadbyPCB4-111—Wtkne.Pro'+11144 PCS QWM 'Al'akarexecution of:ft" Ls.ase, ptusWntiaParagraph.4.B.,4Wrn siWapp-mb-libodWapplicable JurfaAploro.lor auclt requsaAtG& gurafiwh...OWNER shat have the 8.,. PCS fareby ded"es to laasa i Pw5m of OWNER's.Proparty; . lo apWdve.pf u for aay;lmptw�bads.Installed by PU on the topetrwr wkh obtaklbip a right of aCeeu arsd a right to tnde0 utp{tlea (1hs 'p��ty. sppm W shot'pot be unieasonebly withhold'or deloyed. 'Properyj . Property. atddh b tl1a-s is loerrtfd bnprorenhsft d of-the Pnopartylo rraetPOB'a needs shelf beat PCWS Bole hh bthin OWNERL PropeAy,.la approrkhia expense, and PCB shdansWaYt suoh lmproven .- to tie propm N.a feet me -*j . dgsTax, ab a ) foot. �r � reasonable condition CtioulIha t the tgrm. � yA-r T > End p4r0e{ of lan4 It B, . OWNFR a rtowledpas that Pwa abMtyto use the Property for ee etlown a. the etttchad ErNbR •A2": PCB may park Its vehicles on OWNER's Property Whsrt PC8Is pard ul4g, nerna ft, mpkcbq, end . Its Wooded Pldpoassts C-drperk upon PCVI' ObWnlrp and mokdoMk or servicing Its cCrntntaikaflrxha.ladfity, both before and after this Cortraruemwd Dau; al.01 this cerdficetes. Q OWNER end PC& her nae that the N pamhfu. fkansu and othM approvals (colootivaty, Kiovemmenlal sty agree Property P O Appfw&-) that may b4. rogdmd by,a"y %dusL.staa or•loal authority access Vit-olwM thpato) may be surveyed by dcenasdsurveyor d• fatthetnirogdop Iaesand hrnPonqWm4.to the Property desired by PCB. the We cat. d POS, and stmt survey shall their reptskm Exhibit %l2 OWNER shall erroperata With In PC $ 0004 to Obtain such end become a Watt honed and chap oorilrof to describe the property in OWernm Last Approvals and OW take no action VW wohdd sdvasey the event of any dbarepancy:betwean such survey IML the:dascrotiont .attend PC9's obta ft a maktakdna such Oovemm«tal ApproKar. contained In Paragraph 1A.abow. 2 LEASE AND EAWMXNT A. TERMINATION OWNER luso the prop" to PM and granis b PCB b ewn-axckaNrr j �+Yo1 V Lq. by occurs. w PCS ahoU have the d to Immediatelyiallm easwe t (d<u V Vw fw m of this Lem) to adcass Vie Mrmkhats tt S Leave by 0(ve>o �� notke toowNE3i d arJl bnrirr6on . Property (revert A PC3.ddarnninie. In Rs. ads dscmdan, that fi will be unable to (7) days a week twertility blies hours s.day) and •to Install. he remove. n all necessary Qovernmo l Approvals -tor PCS'a W«ded uses to Mee. and ale. I utility oeblu, con of POS, gapes from the trj: &W r � W p�sm•ms to ft. Property desired PCS: a ro ttns appropriate, In tha'.dl.CteUon of PCB, source of a(ecu1F pd � tt USC I'M AiC uM a11a B PCS s aPpBtsUon. br airy (iovsmnfenfal APP�� ^esas 'y for (xCB s used the Property and inprovemnutts 46"by POS b denieda This Lease shay be an Irtttlai term al Avs.(s) yuan Degwh>ng C, say Oo"mmenttal. Approvals necessary for PCss use at Ina ('Comm Dov.'), at an Property andfor, improvements to'go Pull whether now or hereafter ArehualRemo Dollars( ),whkhmrt duied.y.PCB.uacancNsdragired..lapsadwueoUwrwbewhhdrawn. •frau be paW tan jW Tee advance. bep6lnkhp an the Corta"erhrterrtert tannknted a denied so that PCS, In Its reasonable WVWL L detemdnu Due and on sadt annMaury tharadtartW yam ptonsted).lo OWNER tMt R velli no torpor W elite buee rlhe Propedy. for PG9 s bonded ver a or as OWNER may olMnwisa direct )ram time to gmeIn wftV at least 0. the Federal Comreirnlcatlono Commission allocates the thirty. (70) days before any rent payment date. NCW*h$fandbg the, Asbequende@ 41 *tjo h PCB mayoPerate its W%$f "as sad $QLdPmwt any: precedkg, the pales agree flat, prior to aunt urrg the first flay of the may from time a.dme dhange,srrch. frequencies. Any d1e^Pe W Ihla month khowkg oommencaraem of Installation ggILPM souipmant on `I`1 }� "alum that, in PCS's reasolebls (udgm4M rorders ke operation d e the P� �fhrle�cMnr�teura�ltRem shall anly be: OcM i wireless eommurtcatbro fadnty at the Property abode": or . . A' wee/a* a• +Na t+o Ce w+� �44a�O1 G. h PCS dstermbus that the Property has become unsultabte mor B. PCS b gfantW options to xtend time tarms r UPC3'e oteratlons dor to ehsnpes N system or natwodt design or h Iha and conditions for four (4) additional five (5) you extension period(s) I egwpmom used m such operegons or PCS's operstens at the aRertheafgkWtam+espires.ThsLsose. KitomailcMlybe O�ybecornaunWoMabfe.. for the next emension Period at the end d the dweeunent term unlw tem �a pondered by PCB; pttrwam to fhb Perapap" "l PCS gives OWNER written nolle• d Its desks to tannkhate Vhb Lew ciuse ua>•ta ehaftthlthesam•brcesrdettedudonrghftdow Defoe the end d IM Mhemcwrem lean. sal lorihin such notice won the dna adalra raw as the Owl adon date Cir' C. The Meet Rent nor each sateasion period shalt be MIs Annual airs laity and an parties. shairmaka an appropd" aqust —s- se d such Rem In Beed for the Real year d the prior term a Blandon period, as. dau.vMh to arra dor a w9Mw IIfr1T3 IrJr�c nTuu cJATrr- �lrl0 Ta (FLORfOA 11 . Pope I Pcs'r ale o can..•.:st✓� -tt ewn.�r u 4.ts ax U14d � dK -��c L�►s itbe�lSw.t� /..?Y11+•►.,: 11a -taeslV $h 'IS Jt IS" -af 1:....r. MAA- P L ASiIGNNENT Amo susL Lemma A: Except toe 'Panner.Company,' `MMualt,* 'Subsiduiy' or.a Subsidiary or ANWO CIA P**W Company Of .PCS {es donned.balowl, PCS shah not assign tris tesla: or aaow It to. bs essowd. kr whale or In W. oy opsratWn of taw or otimwise or mortgago. at ood" ON urM.a suord the Property. or any. pan thereol. whhout1he Oft wM4n.c011eert:. of OWNER such consort not to be, raveaa4nsbly:4.Meld or delayed OWNER's eauert to an atsgnment or airbiesse atralf tis deertied Orton . N OWNER does net nepard to PbS's mquest,waNn U*1W (30), deys atter OWNER't receW Of such request S. NYNM Atlantic; Beit, Airfouch.Communicitlons srtd.0 L Watt ars eac)i s Palle Compow. M Af11Mate of sd.MW is any corporation Uty'orn pontra IstXpor rnon of tilt stock otwtddr b owned dkeetiy a wirecoy, by such MtlH• A Subsidlsry.ol+an sniffy Is any—Vorettar slghd "mom M%4 or more M wNoh. Is owned by such MWty. C. No eo g" by OWNtER.10 any ae ftwile tor.auMaw:by. PCS shelf relieve PCS of any obligation b be perlarmad by. PCS raider We Lease. whether &J*q before «atbr 0W-asalWrdrad or sublessa'The' . consent try OWNER to ary.aeelpnrnert of sublease ohm not faOese PCs from the oWplion W obtain OVMER s expo as wilt6m'mnverkto any other.assgrxnent or sublease. D. kT ads or altar Uaatfo; Inckxft by consolidation. merpn.or. morgsAintlon, a.a m*ft of the vothq Crook of PCB, if PC$1s. a . 9MMMe. k «aMr.tranafara a roelorttY in trda.. (wbatiNf Pitai «wtkrp power) a a malotpy a:the puma pers d the psrbWnNOrN PC8 b apartnership. nment. fa ptrrposs of tNa Perapraph e. PCS aha11 be responsible directly to the aarAMG WOO" 1or:sit I Mas required by PCS's we of tlr,Piopergr, howww, OWNER, agrees. to cooperate with PM in ft efforts to obtain utilities ham any, bastion Provided by the OWNER or the sefvidrq uOh1...Bhoua electric p0wef be provided by OWNER. PCS Vern 1hdtd an eiectdemdK WW PCS's usspe shag fro read bi! OWNER or, atOW M",option, by PCS. on N amwi bub and the cod. a slectrkity used by POS OW be paid by PCS W OWNER srrxay as a paymentsopsrsts*om rat arrd shah becompulsd at the tilereiarem public Utility rata. & iNOEMNIRCATION AND INSURANCB A. SU4ad b Ppwpnph s:E; PCS hereby - gh a to Ittdsrm* acrd hold OWNER twmlao tram and agatet any end at daims a WMY. for paeaned ir". or pmp". dwrtoprhd to -10114 rrrjr rear' fnsti',or: auw curd (q thio arta «txfitolonaa PCB, Msapnts ralentpsoyese44ort or aboua on Property: eiraeptktg hewevea sudiea" ordarfrapea as may , be due b aausedsdely by itis acts ormlbslonsdOWNi94>m orrO wd" a agens, stdW M PCWS W"chd any Wm oras M a VO tsasson PCS's pan to to obserAd or poWned. B. Sugsct to ParaWsph S.E.. OWNER h -by apreso to kdwm My srW hold PCs harmless from W4 spial any and w Calms of Asbsty, for Pam" ktlury or Poop" danupe to the extern Cm1 they r"At lrora or ansa out of %the acts at orniatlois of OWNER: tt agents and amOloym in, on or about the Piopeny. srii:epWp, however such claims Or danlapw as may be due to or caused achy by thwactwof PCs: Its employees Or agents, wAbr M OWNBRs beach of any term or ccndtion of We Leese an OWNER's pan to be observed of pedOrm a C. PCs shat Provide OWNER with a Certificate 910awance. Issued by an usurance oom0arty Moarmwd to do business M the state In which the Property Is WA044 kldics" list PCs atntu c0mpretr4s1ve tabled MabU4 insurance with limit of "WRY t)W anciet of mot fees than $1 million combkW angor Mv* ver bodty krjury NNW property den W together wim an eMorsernara.krr eoraraeo* 1IRbMIt . such iraurasee sneii name OWNER as an rf d0donal Insured with respect W the Property. PCS win provide OWNER with a renewal certificate within ton (10) bugs cess days of OWNER's request for such ca flats. Any Insurarce rsq*W to be provided by PCS under tits Paragraph fi they be provided by a. Wankel insurance pofiey e&M ft the Pieaer nd ellboadora of PCS. Provided such blanket insurance puy ce paMcy f>nrrrpUes with all Of the ofrrer rewirements of U" Loa" with respect 10 as typ. srNd amount 01 Iravrarxe required. ,.3 m+y.abo tW1iM.Ite;fsOW(asent Wrda fhs Paragraph 6 throfph.a program OfseB=hsuruce q PCSatec}s to Mb• Insura..thep PCS shah hrrr"b OWNER With a Isder stafllrg dW "We is a "fou wane program IR effect that provl6a 'or ths, Cana. of gfeaie; coverage than rogvired of PGS horefM 0. OMERahsiW"PCS,wi0*0.dlfi*aofh"ranca..WWd try an insurance .compoft Ocarued to do OWNER ss In ths SM In which Us Property is bested. ktdioafinp generd iiabtety Wursnee with IkrrW 9110bft IMwrdr of rrof las than tt mNOon;combtned skrgi. tiirrst for bo* Wath &W& Property damage, topaaiarwith an erNdofsmront ax'ooAnj:jU l 5aWWj. Such bmrio4Wnce amasa PM.ori an-odolonat lnv rfw'Ah mopw to the Prope ft;: OWNER wM provide. PCS.wffh a:renswai arocats sAUtrr ran . (1Q Wetness day& of PCS's.MWW for AlGh arW)cale. 6..P.adrsuohWrlbydlst.W. wrltiensoriefo.ProVWatlmfgshsurenee company Wefves aA:rW& of f000wry byway ofsaropNbn M may have agaemt OWNER a PRS h oasrsetbnwtih 41W 1Dw «damage oovond by such Pa ky,fie paNes flrrlharaQreeaid hawby rat each atfsr . with fssOea to art dais prtdtd . a of" for nolift rlcy which the other pang mey heva sawngt such k" for bas; damapa.a.deeruetlon 01 a Mabatty Wf,gamagee to Ura Property -of ft otisr occrrrbq *rg the fawn of ails taaw. u earns may be ex1a_ wid rr u w* covered tt+der a. Oki insunoroa Pity with "wow owarape. NobNo-croft anyWnp: Contained In titb Loa" W the oaarar). the WwAsbns at fhb Paragraph R.E. ahaM oontrof. IL PCS DEFAULTS' A. The occrarefl00 a NIVAM ar mss a tie faMaelrW .sows shay eonsatute an'EvaM of DOWW, h0mund r by PCs: (t) ThOhUurebyPCSmrtpbanypsyrnertarworanyoiMr OOymsra requtad W be meds by e elw due whare such falWe da11.00nthmre kr a pebdq�ys nows *WWI$ receNed by.POB from OWetER • .' L MA`' (� The failure by PCS to observe or perform any a the covenants or pnyvlsWW of this L".00 to be obaawd a pWb"Q d by CS P, ofhor than in. apse" 1A Parapfaph:p.A•lt), v*wm such tsihsa. .shah continue tot a "dod of thirty MM days alter written 1101100 Uwrw is received by -PCS ham OWNM% tavoldedi.however, that t dao not be deemed on Event of DPfatdt by PCs g:pce snc dlo CM such falture within. "M thirty. M. day. Peclad WW torn. pro&*"" such We to amplNbn: S. ' tf •the. o0cuts an Eva f 0( OO1Wt by PM., in addition W en) aft( remedba.aMUW* to OWNER.at low a in agAy.OWNER shai . have lira opdon.W tsrtekut• aft Lima" and art d" of PCS herauldw• C:.11.tirere occurs urn Even of Oelatat by PCS, OWNER shut ni ham Ura rt MOdorWthetmdisponatireIA&-byacourtdaompdw Modictidn. W re4"the Property aftdbr reMOM Psrwm or PrWert1 hen 0u Propel/. 10. NOT1c8s Ata notices hereunder must be In wOV acrd. unites WWVA a Prov,da haeff% shed be deemed vWW Oven H sera by ONOW mel. feban reale requested. addressed u follows (or 10 any other rneftscldreaa whid the party W be rwdlled may deetpnats to ria other Party by such notice or as otherwfCo provided under applicable state taw. Shaw OWNER o PCs have, a lunge of address. thedhe party shelf knmedk •_ 114 nodned as pre vkW in this Paragraph of ach drarrge. Unless vwNM Mmfwiae "wars in wrakrg: Me chafdCs fromPCs OAaMr;sant W t o person listed below W are 8061L. v nn tZfrn*� Pl1.Sba�►'s Cyxeue)A,yc�rp� PCS- PCS PRIMECO. LP., a Delaware limited pennersMP rl Address: , ¢g?S H.Nr/dfin �P%NiA' J�IA'Ptoy 0 3So Telephone Number. (8/�, al's - V Pot? vvah a tour w: Cd Gal off — �ARSfA1f:N Page r Add.Ks` 14. LIENS PCS etutl keep. the. Property frarfaam VV 00 W,sdlkhg out *1 eny work paaWnmd Rid*dWkmrWad..oroWgatbmbUwMbyorfa.PCS. PC8 OW, *Oh twenty (201' dvyS^ 1040MAno. to WnPoso at a" such am, AtUr. Legal Department esus gr aama to.be rileaaed of record by psyrnentor I. '. H d i gaps .. bon -Ct No worn whc t OWNER t imft,PCS to OMOM an the Property. Telephone Nuinber: (�_?. - : 'Vint to deemed: lo- be ;for tAe�use -entl .beandr.otOWNER led that no tnerjmNefior otYur hart sh" be alo coed so" the eitals of OWNER*. OWNSa: reason of he consort to such wall. OWNER shalt have the 4W=% hat for for such 07 f AMM dart lt.le �p�rmtbl paymw i!M Os.!UscoUstwd OLt'"�Nr� 7 13 TAXES b :plfnXftftm* Adds: res PGIs .her w to aid the U 3,PtDJO' bided dlrectlyrto PCB. or:to.OWNERN billed to OWNERS uportttrnty (3D) dmil _T or . Telephone Number (.L_i.1 7 cu� 0� ttsys.Prbtwr4tWmgftetramOWN15tiv*an. mdateaansas levied against any persond peppery. or trade a oqw Hldurse plaad by PCS h a about tlo. Property. 11..SALt OR TRAN94: BY. OWNER PCS shit pay:. as adratorw "m a0v Meroseea In: red Property tsars levied agalint:OWNER's. Propery.,at a rastdl d• the imprweMonts Should OWNER. at any;Oft during the term ofOft Lease.ee0.lease,opertyt construct*dAryi'CBoq;thaPrbpery..:POSwRnabereepanslbMiorany Wnv tramforor=$AvCoeyWorartyPan aOWNPR8:Property to"* .: Increases bnal spraxawhldr.ena!ooamosseummtd tramtena otler titan PCS, tfhanearth nvnfarathalFbs-wide.►and aua�at OWNER's Property due tory eW or ttntiter of ownership tMieoe. to this Lease and ad of PCS'a rights. heraander. 4. IIT BNJCYIU6Nt' AND NON4NTBAPBRENCE It HAZARDOUS SUBBTAltCPA h o'f A. OWNER wairardi and sgrses.that PCII-All on PWAV the rent A. OWNER warrants arb.ypeeI "It-New"POWNER #Ak4oand perbrmkq tleoovenaNaflersh provided, atldpaadaabymWgANy 1140 MFF R. -am- - .gormosed, Amod ar haw and srW to Pm"r )C. . dltposd d; a. pemtkbd the we.0etwratbn.atarape a a7leposd oL any Hazardous f tatartal W do*W in.PVSW A h /7B.i.ak uidar about or : - . .E. OWNER herby gnaraatePCS. ss a pit mry hduosroont 10 POWS within OWNIM Property h.vfddgrtd ".kwornpWallm 17Y MFM C.kio lulls.Lam, :the ket.pbrq fight to knW battle arid.. andP08sacftapreett+atlhWwltlriot.uKOtle,stoio.ordlaPowabtlqmmwm .ny-tleiYdOus lAatyw (.. dat(ned In PetwieaFt ta.B ►orr..taw.r..tiou SER yprarMpse�4r+1 opoiaelewlrtleM halanysppid 1 ePhapeity.brhnlolatbrabMtawornpt/elan, O Nt A teb41.. Gro ovN1ER'B Propo ft andlor the rigor b tissue smonrws.ln cone>a�on with the opetattim a such teapot" a otlw and PCE sac h ap" to defend And ttdem* the ol w m mourdmdone fames pro" 4 however tl»t OWNER stud not s sedthe~apartners.allNatss,agent/andemplpyeaagainstmW the operation atswhtocOm tidsrrarmOYother oocupatrabh,L, and all wait. nabilfttae, clsinn•andbr Coats (kfdudhtp..masonable vdhthsdpwaf nofPCB'sanWetai"egtrperwissta"atthe If" atbmeys' tees and 0oets) arli ft hero any brooch of any warranty or of such doer. oot:t;wt$ kWtoPation or os lt mey be nau011 ud any irne ' apnemerl contain" in Pan~ I" AS Wed M ParOWWALA. IgA. 4ahp, ttw term a ltrrta Nf; as tlta aarhe rmy be arderhdad U"NN «err► ,fazardoW.Materlar sten mean pry subetafoeh chemo" or waste IM«wane.macs,Om Mewmestosliminess *ram the etnrnatlonof Monlif ed a hazardous, tome or danpaom In arty app6fcable todwd, suchkMdaarmvftPCftgnmftuuOdtiaraeae mo*martwaveytt etas. or local law or npuArtlon (Including. petrclousn and asbsetm aPCB'srrotlaasuchkRsAwertwwd.Otteoewry aawelMkdalwin0 11, CONDEMNATION WM baw.lb . U.arrdh kltvlenrha oattktuat Sofnhon than thirty :(s01 dsya after. POVe notloe to OWNER with reaped to such A. In the event the whoW of ONNER'4 Property. Inalti8_withat irrsrhrercor l rPCS stmll haw the dy�4ln sddltlau b rlpltCb pusatre imkatlonthe Property,.sheSoetatusrt.amndwrehed,Stiller. tantpwa* anyorditaeedssavaBibletotathwarInKA y6okrrttaaatyterrritate of permanently. tor.publk Purposes. Of sold.to a ocn I4fn ukp "AtXN ty . tlrs Lsaw.by O *q wrklon (cum to OWNER of such tw*ws= . under ft" a oondmanYbn to Pt+VWCthen tide. Leve: situ RtttINT8 TO EtNJIPkd151M. CONMCN ON SURRENDER � �afwolmonaNra�r ePsae�y s Nii� 4� v, ,� �wsh AL : a I 1 sA Ptd r entervue std pulpnent ahatl nmaht peraatd b and 0e `*ops i B. In dt• wAttary paaondthd b talar a OroOSry a PC4.' At the termination, a expbs9onh a phis Losse POS either temporary a gamete*, for pubpc.purpoees: �. "tis shalt have the+7pM b#A P the to rernwa No ardent" ndbr r q auAlhotgr urdarVerat d tzehuiemrtatlon b bpm, "R' sent H PCS eNds io.rertene ltsttr+leavhw and euttdprfurlL PCS OWNER atPCB mtuy tRS and/or m dtooto/hre a>trh h shall repair any damage umed by —,h rer oval. old and othewke potlond OWNE . tywltloftti egMy i for PCS's PurP0 S tarantder the Pew, at the Mkgd n of the tem., u same may hew Provided such IPan►la a a which PCS may rebate YAtodalwmnddbyOVYNIRanda iftyportonofOMM6iY been oxtendad,.or aarWf tamhirhatlontlereof, h good candkforh, ordktsy . ypyendlear.damapebyOnendothwasWHYexapbd AnydPCWS Property(or Werpropwty+ conbomed B!;!,provMed1Mt gWgaotherpropertySethasnotbearsrenWvedfromtheProperty PCS reasonably :alto 6h6 oquapy atdtabb a kdridod =Wwwwhid u tlu erne d t.eaee termination after be deemed abandoned M PCS hsa— OWNER%B PCSnM Satin and OWNER S" be Ino to diapau d sun* in vy rnaranr OWNER takkq, err Daze h Ute warts no altomatlw palish c oom and without any UWIRY to PGS therefor. OWNER' Is equally 091" tar the purposes a POB, then fere brlfnt h tummatb;y sus and wff wte. B. Any dahm rotating to the Condition of the Property must be C. OWNER shall recNw the snide eon0emrhatlor► award for lard wmng to PCS.atn thirty (30) dayll'&W the pneer aed by OWNER in nr tern"Ilorl or expiration of.Urs I ease of OWNER shots W desmsd b and such did! hlprovaMW& SS Us paid herby OVVNEA, and PCS hanby expressly assigns 10 OWNER. any and u IqMan , OW d Interest a PCS rm" Irterocaw vaahned any. and alt such Balms. now or hereafter arising In mW to arty such award PCS shalt have the IS. BROKERS right to recover from such authority, but not from OWNER, any cornpensadon as may be awarded to PCS on account of the baeehold OWNER and.PCS raprerns to each other that am how not negotiated interest, moving and relocation expenses. snd depreciation to and rwnoval wmh any reel seats broker in connection wah this. Luc. OWNER and of the personal Property and fixtures of PCS. .. PCS agree nut stwutd any datm be made against she Dour ter a real (FLOMOA 10/SW) Page GROLWO LEASEAGREEMEN/ A-1 D WA4.1' i5 4, JAAA- 01 M OCW cu't - -A dt 'm 0:1k� Vis• aI` iJ S�+�ta. aGGpl.%t /1 WA11� GL. {YL� c✓N ^a -Ad fes b, r 0601, s.9W eswo broWs commission, gnoars (M or U _.o by reason of the ads of such covenants aro •' Stlwn hsd.bmea uiW in gch.ssOsra N"r&m such pang, the party -upon whpse atter such, claim: M. A ts, YWamnityandhoWtfwouarpuy.beosMhumlessfrom aMWaeesoops. CL The palwo adur owk doe that each has had an opportunity to d&rnstei. dsiaa iaDYdleasndexpaiatabCbrelOdlQrltlherswifh n0 revtawardnegWtaJra. this Lem SMhm/i@OAed06Lsauonly after tush revlew.afW r *gcUatbn-The.4rpuage or each pan of -this Lease boo not WtW lo, reasonal" legal hos), and shag delwW such action by lapel canoed nasornably Acceptable to the tindalrniffed other parry. sfW be o aid ateordro. to .Ito. lets nuanlrq and Mw Lease shah neer be conshwd:mors strictly In Ityor or agahtt either pony. 19. ESTOPPEL CERTIPICJITEB H. As OWNER'& Options this Laa.a-SM! be suborai nata 10 any A. OWNER. at Iticts .Wid'of PCB. alma provide PCII with a ma.ttate by OWNER which from there to dme may encumber Y of any cafntwu eWlnp: (t) whether OWNER has any WIm agaknt: PQs ang:. pet of the,Properly, PMV dSd Mll.wrry lila h:morlQepee ehaq:ieeopnlu R so. stating the ratan a such daNc.(1).that OWNER no.ortM Pf.'8's to PWS OMIMq the vddhy of this, (In yrrkkng rand in a lorm,wctosun dpht to PMI antennae. equipment and other property, (3.) that PCs has aacciptable Uw M f)na rivet a .toOvlMMs teandtanal 4W PCB's ' ON tight b rsmovePCs's ego�phnat and clher ooperpr.lrom ehaprep" hgMto otnakn h otxalpatnoY:arad haw.enxeoe.fi tlr Prgpeny as loop u eratwdheWnalrh i that amt maybe oonddersA a fixture www loaf few; PCB Is.not In def44 of tits Lwee.. PGS. shell axscade whosm and (4) tat OWNER his no Interest M and declaims any Interest to Insinerwft may reasonably.beirequ4W to evidence dds,suta lined . PC9's equipment and olh or proper , IL as 0,11* date a exeou0arof Vu Lass a..there k. any .dw of bust.. . B PCS. at thn6 request of l)Nt!{$R ,•&hal provide OWNER wRh. a gmwW Wow trot er War➢ar sommbranoeaftWI Q OWNER'S Property. OWNER agnea to &M b that aliens N cooperating WUf:PC6 b atitstn' certificate staftrp: (1) go Ofttwsee u wuuodlleed rld.ln tug lata aitd front the harder of auch.v=mbrance an atreemapt" POB shall not effect (or, M pare has been, any motlMoaft%ttWVw same Is In to force : .: be MOAted In fu posea&alon, %We. and 0460" of the Pfcpoly arid *Ned as modeled stud sta t:.the mcddloodon), (2) whether ornot, to POV& WVwMdge; Mire_ are there ardatlh0 ainy.: ed -o Y, cr defWws I 11.000NER Weactisswt Law In arty msrxr w wtbtintlsly atonal Ilea etbrw/aet d afq a:tle apr}s&trhelte .lerru. covanafte or breaches any material term cor"I nal In ajgi. nhgpa0e of deed of uW conditions he" Won the part of PCS to be parbnmad oroo MW with superfa to PCB's agitate tet 01111 two t hu 0wt any 100"ge" cr (and, It so apecitylnp the ssma)p and (3).Rr dates,, a try, to thio- the dead at taw for wllloh PCs fro Obh* W 4 n0n,- eooe agreement . rent has been paid M advance. in accordance wO ft*Waptr: UK.) or Catch hW In any Mass under ft A ME.L 1NEOLM PROVIBIONS 1k id OWNER holds tlgs.lo ary:perlba of OWNER's Prope tX and ff OWNER.Ad o to commands 10 -cm anile Welch wdetbh WAY M day& A,- OWNER martartb and &Woos ant OWNM a selxad a good Ord afar Moot a written no- floor PM -aft "**AV the Notatin sugiciet We fib nal knOareW M the Roperty are hassMaueo * In enter lots and exeaAe via latae and Wet etre arerourneeobaedAwa.lnrdtanernta. (a If OWNER fabs dw after -to dMoontg prosKuts InG Ours tO . oortpleeer). than PCB may,ardoroa euh o► b d*ftand rerne" urder or Impealmers Of lub.on OWNER'& PmNmty fad vmM aIle! cit Loom W& Lew or prov" by Ia wor It)nay (although,11 shell not be oWlpsod b do sop con OyyNER a battle or perform On OWrequie B. This Ewes. Including ausched. exhibits which are horeby the OWNER to it's behalf andel OVIMER's expense) and require the OWNER b ~) Incorporated by reference. Incorporates. ere agreements and rf�oWNE,efm u.. spinet reap d reasonable arper— Ir—red In wWenWndinga between OWNER and PCS. wW no verba! oprsometeda the dale Mich expers am incurred until �nt a plus interest prom w at uidenrnhdInpa stall be bknding upon sgWW or PCs. W my mkobwsame 4 at to percent (10%) per amum addgfon, wlaltoaamoQgeatbntothls l:weethapb�keffeeWe Wa Mede In wr" and efyred by the parties.' J: ff any portion a this L.oaae M dedamd. by a Court a compound b: be . krnislid or urnenforcaebN, then ouch porton shag ar C. OWNER;prw that OWNER'& Property. mrd. monenfOreRio�Masso bshfehoouchportionmrenew.. comply anddwkngRwterm aitisLena&taddo;i4 1Ceomplywith erxh portion enforceable end, as aq moallled, etnht porton tact the all hug M Mahatety. d eabepy and other Iron; cod" arxl .rattA&11ore bounce, of this sass aha eorWtw in M force and effect. of any applicable governmental orr povermhsntatautha t.All such Compliance shall beaccomplished atOWNEResola, .coal vWwpsnse. K ItWwperry'6W@Aaanysc9norpmcmlbVlnc AloOnorea PAW hand' a any action for dimeW for any aeetW breach D. This Leave and the performance hereat shall M povamW. ern of .my proNslon'hand.len the pmrabV party in such actin a intoD. tedThis construed and regulated ilea laws of the State of eg bypr&oeedkq and ba snllMd 10 Hake herrn tit rarrprewlent.paM such �„ 02 . [] amowit•a the Court.may.s.4uclga lobe reasonable WNiga' tae& IN L. Thi& Leas, and each and:every covenant and oondwah horeln. Rea "wim readsred to.#w pnyve t party, iopethw: with No othw Is trsehded to benefit tine Propaty;rd are e4" to anal bind the heirs; ressarebhe litigation "P— personal reprosersatives. successors and assigns of the parties'L to adOmf O ge alar ronndes provldW brin#* Wae.OWNP.F F. TtwpsmsasgnetfmdofRepwldoruhereofsfWtbsconbuad andPCB&tWbsenlYMdtoktvrediapenpraYiMtjnnc�lo^'aanyvidseor . as bah Covenants and Cordon, the sane as a the words MpoNnp of any& the ownnants,:eorndlons or pmvtW ns a this L"". / ! r (FLORIDA IMO) Page 4 CiA ND LFA OREEMIIAF EXHIBI "B" SHORT FORM-LEASE A95fa" and red imp u of Ws: /ada of tAQ(� by and batwaan J ORT FO y. and PCJB PRIMQOO. L .� 1. owNen ondw-taemaarwCOfbttlont dtpMlnapnvuwdod*-nirtdabd.L �� ti ,YtdsrttMrp'Grot•dkMM�pr�aa•!M'• whkh wma aM =wUdons.an kQwp= W.hWWk b. J , +�dN oawiduatlonal lM nal a; d oown�dsa�arh WaAd� dowhoob,y N.0 mPCs,andPCJ3Mrabptarpandaoaptr6amdwNER:oadalnn�piopwb 1oo+j�drt�l�' .Ce• • 1LP�..S s.r_ sua at Gl- YDA ._ wWn do plop" of OWNER whk h a dow6w.In EJp" A1' elraOWhswc OW.ka>orporatw hMW by M* nbrence COWNFR� ra PmpwtY). w�► & 0 oasoment to ttia PM.pwW and b vow w d makarOr /m an k" /«m or Fr /L (r7-- }years rw on yT •:, e , 9 wtildi Uw aW w =W#dod. br POfiror J4. addtiorW t rt (., } y!W pwW*) svWpsd to to aonm Wm of PwWsph &5.at.ttr.omtv4 Low* Apnem«d.' 2 PMMO to tlw.GWLN_d Laaaa AW M OOL.,Smwp COW ftjCC-oWNZR.mm,r cum or ps mtt.=V u" of #0 CW CFft Prapa ti wlJfe�. Martens whh or MVWN do qJA ft Of 00 oomteun WWW Gwwlcros bW4 tsrdend by POs twm tha Propadtt . IN WrtNEss WHEREOI , OWNER and PCs haw d* aaaoubd ttdt &ot ft" LOW as of lhra dr+Y aad "W &A abora Ynn" owNt ��}�/�c�A' �,C��,�,,,u.�r.A . PC8: pt.'B.pFioAEOD, C.�, i-�1�d �- ° c.. R � gr M.,,..0.. �r4•�..Y• Nan,• S��I11iFF��...�_ \..; • _ JJ Ntrtts orm Askci'I^AS _ Asha �`S —zoic A&s z AaanewFL 3W . b876 H SE Rt" 3i 28 a grorWtrna:aeC gbnsd �Ihs dt1 vw -A Q Name-. (Pftw "" Pawn Aso") Ae 1ts: _ sipn.aln m•pro�tanee olnw wiMusa: �� J•, at o w tALs momr wWt Gomco Aao�et . t wore anwoAeovq � (FLORIDA ) peDa } aROUNO &l4a A4pWEAIENT My eommrsafon expires: gp (-lettM. (P.W"d. 'ryp*d at SWM*d Nuns of W-A ' wwerupcKIM—+NRTxfm~ Commission Number. (RLORiDA JVIIW) p 2 GROUND LEASE AGREEMENT MWr TO LBASE AGRBENWr . ' SiteNa.. 0402051 - Thu Amendment to arotmd Lease Agreement "Amwd»mnt" is made this daY of: 1001. between Sanford Plow, rtto. of Dehi=16 a Florida.00rposatIon CLeeaor"} odd PRII�CO PBR$ONAL C ObWJ JICATIONS, LZM,YM PARTNB$MW, a pelawaro H.Iwd My sbip, d/b/a! YBPRM.WIILELESS. aua�easor hr interest to PCx p6nero, L.P, a Delawus limited pertaarship (Werb= Wireleu"). WHERMS, Lessor end Veriren Wireleaa aaMM #0 a Site. Lease Aunt i %AW") for the lease of reel ply �y ekecuted anitme.12,1996, to be used for the pmpowa of installing,;emovW& rv4cia& mmataining and opa+rating;a.commvnjcstiow faeilitriociudinL without litniteiion, Veriaom Wheless.'.. srdmns enar and associated egnlptttatt ("Premises"): �d • _ . WiiMES: 'Fie Patties now deske.to amend the Lease to increase rmW paY=10 fro m vetison wiroleee to owner is coaaidemdon of the co -Location of additjooal wiscomn azl ons cars on the.tower cud iu9ed ptuCeL NOW, TBEREFORE, in confide ation.of the vatnaI,cgymanM-4 oe.am set Borth bens 4nd other valunbie t conaideradod. the mccipt and att'5ciaccy of wbieh is hereby selmowledgert the partieahacA' 4" a follows; 1. Paragraph 3 is modified in dist tba foliowing is added to psrapaph 3. A.: . Verizon Wirelam shall pay to Oamerao additional. rent the arms of month Lor the first eo-location of aaatb<x teleconmamicationa carrier on lha tower and leased psseeL 8 �� klta htion gthe egatpment of saiii oo Igcator oa the.tower. For each addidonal .wtbaequem oodocatiag - telecom:tatnicatio»a aaiar at'codocates oe the to and and leased pastil, Verizaua Whalen shall pay to Owner pataontho ng,with. ticsmts12mcriticegafpmootofsaid. . additional, subaegaeat on the tower. Thin h=amdrtmtal:ballbe tabjact to the .tac pis, sed conditions of pasapapbs 3. B., C, and D. of the Leese. .2. Pasapaph 6. A. is hereby deleted and the Wowing is inserted in. its place VerLV Wiroleaa stray Wigg twa .Lb, ins wbole;or in patt, by operation of law or, otheiwiue or mortgage or. pledge the same, or mbiet the Ptbpest% or. mW part gm,aoi ,wltiwut.my wnseataequf<od of C1wnm;,}ioarever Verizon Whwm ahan give wtico. oftbe insatUation of any � not tis property oP . Vadion Wiseleet located.on dw Napa* widsia tem (10) dayt of Toch'.UW'atioa sod Par to Oovnor the • additionshteids.oet forth iapanpaph 3. A..os modiffod above.. • . 3. Bttcept m Vwiooally =mdcd'herem, the remaiaiag.tt�. offt Lesae shell eemam itr )hsU,fora sad affect 7. IIQ'GVLITdF.S3 WFiSRFAF, rho parti4a have caused this Amendment to be exegsted pu:suam to dna att9tority u of the day astd ym &at written dboya Laver. PrimeC°` SA14FORD PLAA;ZINC. DELTONA . Pd=Co FeMotml Com• Limited Pertamahip. a Vetisoa Wireless : _ By: By: . Nasse: Stastke J. Name: Howard H. Bower Title, president Tide: Viae N u�C Sotttbeut DaEa:. Daft ' Witnwe: Witttma: Ptiat Name:... Ytint Negac• • Witam. � Witaeaa IIli� Prial Name: 0=10t Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 5 to the SLA Landowner's Consent Land Owner's Consent is not required pursuant to Section 2 of the Amendment to the Ground Lease. 11 Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 6 to the SLA Sprint Spectrum - Contact List Name Address Contact Number Nextel South Corp. 6125 Lakeview Road, Suite 100 Charlotte, NC 28269 Attn: Property Services; Re: FL3060C Sanford South With a copy to: Sprint/Nextel Law Department Mailstop KSOPHT0101-Z2020; Re: FL3060C Sanford South 6391 Sprint Parkway Overland Park, KS 66251-2020 Attn: Real Estate Attorney Sprint Sprint/Nextel Property Services Mailstop KSOPHT0101-Z2650 6391 Sprint Parkway Overland Park, KS 66251-2650 Attn: Sprint Contracts & Performance With a copy to: Sprint/Nextel Law Department Mailstop KSOPHT0101-Z2020 6391 Sprint Parkway Overland Park, KS 66251-2020 Attn: Real Estate Attorney 10 Landlord Site I.D.: Sanford Plaza, No. 80205 Tenant Site I.D.: FL3060C — Sanford South Attachment 7 to the SLA Fee Schedule 11 F `- � LZ. C' NOTICE OF COMMENCEMENT Permit No. 07-205-S Parcel ID: e11 — 2-6--3c 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. 1111111 Ill 1111111 Ill 11 Ill II 91111 Ill 19 Ili Il 11111 ill Il Ill 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06730 Pg 0538, ilpg) CLERK'S # 20,07089469 RECORDED 08/18/5007 05:09:11 PN RECORDING FEES 10.00, RECORDED BY N DeVbre CERTIFIED COPY MARYA N M'�� ,CLERK 0 i J�Jit4/T SE M.I N 0L 1 NTT Lf Hf�11�R BY* DEPUTY -7� 'QUN 3 2007 Description of property: (legal description of the property and street address if available) 'a n� �.c'� n7Lr�•J y�Z�Yt'I� PLAZA �On' �, �4�xa zu Nt C f3 S3 q5 a. Interest in property 1,p. /-6+-- fes •fi M Lit &&u b. Name and address of fee simple titleholder (if other than Owner) Contractor Name and address: S6!! nl liar - <'tryic. 5. Surety a. Name and address /V• - b. Amount of bond 6. Lender Name and address: /U— :tai Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from the of recordin unless a different date is specified) a e of Owner Sworn to (or aff ed) and subscribed before me this _ day of A,X„r 1 1 .20 0-7 by 1 t_ ✓c.�e-� Personally Known � Produced Identification Ty e of Identification oduced Notary Public State of Florida Kristen Marie Beyer My Commission DD600445 a rti° E ices 10/2212010 ignature of Notary P ic, St a of Florida Commission Expires: L 7S' 1 ,k4::� CITY OF SANFORID FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE: PERMIT #: BUSINESS NAME / PROJECT: O PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [) .PLANS REVIEWji7l F. A. [) F.S. [ J HOOt7 O PAINT B H [ ] BURN PERMIT [ } TENT PERMIT TANK PERMIT [) OTHER TOTAL FEES; S oC � (PER UNIT SEE BELOW) COMMENTS; Address / Blde. # / Unit # Square Footage 2. 3. 4. . 5. 6. Z. 8. 9. 10. Fees per Bldg. / .Unit Fees must be paid to Sanford Building, Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division .before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and ordinances n of the City of Sanford, Florida. Sanford Fire Pre n Applicant's Signature r 1 2 T 4 I 5 6 �•,. G B,� �R u• . �,• 9- r r - - +�• DO NOT SCh E DRAWINGS. CONTRACTOR MUST VERIFY ALL OWENSIONSANDADVISEC0N5ML rrSOFANY ERRIX OR OMISSIONS. NO VARIATIONS OR MODIFICAPONS TO WORK SHONN BHALL BE IMPLEMENTED wR}KKfi PRIOR NRRTEN APPROV.LL.ALLPREV14- ISSUESOF—SORAWINGARE . lY° SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS T - Structural plan review is limited to a general survey for code compliance. No D SPECIFICATIONS REMAIN THE PROPERLY OF ORRIaCIN HERSHFIELD CORPORATION. NEITHER BE PROVIDING CONSTRUC—N REVIEW OF THS PROJECT Sprintp review Is implied nor was taken to TM verify structural adequacynoNTED �—N 5 707 Togetherwith NEXTEL FRR 8 2007 SAY Code violations found during inspection PROJECT NAME•SAHFO�® SOUTH are required to be corrected. i�ORI;° � HE SHFIELD C , t Plan/permit issuance does not grant approval of a code violation. 2004 SITE NUMBER: FL -3060 C►'FBC109.1 � _.\ RCB TJERRY LARA "`- - - REGISTERED ARCHITECT PROJECT TYPE: COLLOCATION OF ANTENNAS ON EXISTING TELECOMMCATION _ ` STATE OF FLORIDA APS2824 TOWER WITH ADDED GROUND EQUIPMENT SHELTER 6 PROJECT LOCATION: 2921 ORLANDO DRIVE CITY OF SANFORD PLAN EVIEW 5 Z05 5 # SANFORD, FL 32773 Occupancy Use Group: 1751ERMIT ".® Type of Construction: 3 SITE OWNER NAME: VERIZON WIRELESS PERSONAL Code Edition: - - - 9 Total Square Feet: law® 2 112 /28/07 REISSUED FOR PERMIT 1 8/OS REISSUED FOR PERMIT OWNER SITE NUMBER: 800-262-6620 00 09/29/05 ISSUED FOR PERMIT OVERVIEW MAP LOCATION SKETCH SITE INFORMATION _ LIST OFDRAWING A 07/27/05 ISSUED FOR CLIENT REVIEW 1. LATITUDE (GPS): 28' 46' 16:8" N ARCHITECTURAL ISSUE No. Date Action 92 _ OVER SHEET SURVEY 2 — GEORGIA may_ 2. LONGITUDE (GPS) 81' 16' 33.5" W M O R R I S O N --�-t --T---- A-1 GENERAL NOTES AND ABBREVIATIONS 2 �.. HERSHFIELD Irp 1 k j �— 3. TYPE OF STRUCTURE: MONOPOLE TOWER A-2 SITE PLAN AND LEGAL DESCRIPTION 2 ^ �� 4 A-3 COMPOUND PLAN 2 Two South University Drive, Suite 245, Plantation, FL 33324 ——IJ 10 A SONVILLE PROJECT 4. GROUND ELEVATION: + 40.3 A-4 TOWER PROFILE AND RF SYSTEM DESIGN PLAN 2 Tel 954.577.4655 Fax: 954.577.4656 17 SITE A.M.S.L IN FEET ) A-5 SHELTER ELEVATIONS 2 State of Florida CO# 00008508 www.momsonhershfield.com I j ST. AUGUSTINE A-6 DETAILS 2 l GAI N46 LLE 434 STRUCTURAL ISSUE Client: - ZONING DATA s-1 FOUNDATION LAYOUT AND NOTES 2 I 1\ 95 EXIT s4 Spring 1 75 , DAYTONA 1. PARCEL # 01-20-30-512-0000-0210 Togetherrvlth NEXTEL I�OCALA n� � PROJECT BEACH - 851 TRAFALGAR COURT 300 E ELECTRICAL ISSUE SITE —'� � J � f 92 AVON 2. ZONING CLASSIFICATION: GC-1SUITE MAITLAND, FL 32751 _ _ � _ 4 2 FROM MATLANO PARK 3. JURISDICTION: SEMINOLE COUNTY E-1 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS 2 Project: SANFORD SOUTH SITE DIRECTIONS 4. PARKING E-2 ELECTRICAL PLAN, ELECTRICAL DIAGRAM AND 2 FL -3060 C — — —� REQUIRED (1) ONE PARKING REQUIRED PANEL SCHEDULE E-3 GROUNDING PLAN AND DETAILS 2 2921 ORLANDO DRIVE SANFORD, FL 32773 TAKE I-4 NORTH FROM MAITLAND ABOUT 4 MILES AND TURN RIGHT F�— ` ---- MERRITT AT EXIT 94. TAKE SR -434 (EAST) FOR ABOUT 4 MILES TO US -92 PROVIDED (1) ONE PARKING SPACE PROVIDED E-4 GROUNDING DETAILS 2 Drawing Title: ISLAND AND TURN LEFT (NORTH) ONTO US -92 [US -7] AND GO FOR ABOUT E-5 GROUNDING DETAILS 2 4 MILES TO THE SITE ON THE WEST SIDE OF THE HIGHWAY. COVER SHEET APPROVALS CONTACT INFORMATION APPLICABLE BUILDING CODES AND STANDARDS Construction Project Engineer Date SITE ACQUISITION: DOUG LINDSTROM WIRELESSONE SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, AMERICAN CONC. INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONC. STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING -STEEL - COMMUNICATIONS, INC. (561) 279-0835 JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED AMERICAN INSTITUTE OF CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION. POWER COMPANY: FP&L (800) 226-3525 CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. TELECOMMUNICATIONS INDUSTRY ASSOCIATION/ELECTRONIC INDUSTRIES ASSOCIATION (TLA/EIA) 222—F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING Property Owner/Tower Owner Date Project No. TELCO COMPANY: SOUTHERN BELL (866) 620 6000 TOWER OWNER/LAND OWNER: VERIZON WIRELESS PERSONAL BUILDING CODE,INSTITUTE 2004 FLORIDA BUILDING CODE (FBC), WITH 2006 REVISIONS EDITION BASIC WIND SPEED 110 MPH, WIND EXPOSURE "As PER ASCE 7-02", STRUCTURES. FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM. 705300000 FL -3060 C Designer Dotm CC 09-23-05e�` f^ "1 RF Engineer Date Drawn By. CheeWdaglcoM PLACE(MC: ONE VERIZON PLACEMC: GA3BIREG IEEE 1100 (LATEST EDITION), RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRICAL CODE: ELECTRONIC EQUIPMENT. ALPHARETTA, GA 30004-8511 TOWER REPRESENTATIVE: CRAIG & ASSOC. (DEANNA BEYER) 1942 KINDLING COURT NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, LATEST ADOPTED EDITION. IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") JG, RD SRL ®. r PAM Review._ g ADP JB '� CASTLEBERRY, FL 32707 LIGHTNING PROTECTION CODE NEPA — 2000, LIGHTNING PROTECTION CODE TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. TELCORDIA, GR -1503 COAXIAL CABLE CONNECTIONS. �.. CONSULTANT REPRESENTATIVE: MR. PM NAME (954) 577-4655 MORRISON HERSHFIELD SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE t'IO• 0 Ing No. g 5 i ARCHITECT: MR. PATRICK VALENT FL LIC. # 13834 FOLLOWING STANDARDS: REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. T -1 MORRISON HERSHFIELD (954) 577-4655 c 1 2 T 4 I 5 6 �•,. G B,� �R u• . �,• 9- ' LEGAL DESCRIPTION LEGAL DESCRIPTION (A.S PROVIDED BY CLIENT) v CAS PREPARED BY SURVEYOR) PARENT TRACT I" - BEGINNING AT A POINT 335.69 FEET EAST OF THE SOUTHVESI CORNER or LOT 26, SITE NEXTEL COMMUNICA.TiONIS N c PLAT OF DRUID PARK. AS RECORDED In' PLAT BOOK 7, PACES P.SE PARCEL 5 AND 6, OF THE PUB. IC RECORDS Or SENINOLE COUNTY, F! ORIDA, RUN CAST ALONG THE !'CORDING i0 THi AMENDED $ANFDRD $RUTH FL -3060 C SOUTH. LINE OF SAID LOT 26 A DISTANCE OF 934.3i FEET TO A. PGINT 5275 FEET VEST OF THE SOUTHEAST CORNER OF SAID LOT 26, THENCE RUN NORTH PERPENDICULAR To SAID A PORTION OF !OT 26, ACCORDING TO THE AMENDED PLAT OF DRUID PARK, AS RECORDED SOUTH LINE NORTH TD THE NORTH LINE OF LOT 2; SAID AMENDED PLAT; THENCE RUN IN PLAT BOOK 7, PAGES 5 AND 6, DF THE PUBLIC RECORDS OF SEMINOLE CDUNTY, NORTH 89^42'50' VEST ALONG SAID NORTH LINE 968'.89 FEET TO THE NORTHWEST CORNER FLORIDA. BEING HARE PARTICUl ARLY DESCRIBED AS :OLLOWS: OF LOT 21; THENCE RUN SOUTHWESTERLY ALONG A. CURVE ON THE EASTERLY RIGHT-OF-WAY LINE OF US. HIGHWAYS IJ AND 92, HAVING A RADIUS OF 5691.07 FEET, CENTRAL I% .17 COMMENCE AT A POINT 335.69 FEET CAST CIF THE SOUTHWEST CORNER OF SAID LOT 26; ANGLE Or 3"27'53' AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH 25^27' VEST THENCE EAST ALONG THE SOUTH LIN_ OF SAID !OT 26, DISTANCE OF 53209 FEET, A DISTANCE Or 252.24 FEET, THENCE RUN' EAST 3000 FEET, THENCE RUN SOUTH 75.0 THENCE DEPARTING SAID SOUTH LINE, NORTH DD-OD'41" EAST, A DISTANCE OF 5796 FEET TG THE PAINT OF BEGINNING FEET TO THE POINT Or BEGINNING THENCE NORTH 89.59'19" VEST, A DISTANCE Or - 1512 FEET; THENCE NORTH 55^4!'09' VEST, A DISTANCE OF 1317 FEET; THENCE WEST LAKE MARY BOULEVARD NORTH RD 00vr CAST, A. DISTANCE OF 10.58 FEET; THENCE SOUTH 29-59'19" EAST, A INGRESS / EGRESS 6 UTILITY EASEMENT DISTANCE OF 26.00 FEET; THENCE SOUTH O0^DO'41' VEST, A. DISTANCE OF 1B.DO FEET I / io THE POINT Or BEGINNINGLYING WITHIN THE FOLLOWING DESCRIBED PARENT TRACT . - - BEGINNING AT A POINT 335.69 FEET EAST OF THE SOUTHWEST CORNER or LOT 26, CONTAINING 0.0098 ACRES OR 42] SQUARE FEET, MARE OR LESS- - - ACCORDING TO THE AMENDED PLAT or DRUID PARK, AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN EAST ALONG THE MIH LINE of SAID LOT 26 A DISTANCE OF 934.31 FEET i0 A POINT 527.5 FEET VEST _ OF THE SOUTHEAST CORNER OF SAID LOT 26, THENCE RUN NORTH PERPENDICULAR To SAID SOUTH LINE NORTH TO. THE NORTH LINE OF LOT 21 SAID AMENDED PLAT; THENCE RUN 0 5 i0 20 NORTH 89^42'50' VEST ALONG SAID NORTH LINE 968.89 FEET i0 THE NORTHWEST CORNER VICINITY MAP SCALE: 1 = ;o Dr LOT 21; THENCE RUN SOUTHWESTERLY ALONG A CURVE ON THE EASTERLY RIGHT-OF-WAY LINE OF US, HIGHWAYS 17 AND 92, HAVING A RADIUS DF 569107 FEET, A CENTRAL (NOT T❑ SCALE) / l - ANGLE OF 3'27'53' AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH. 25^27' VEST ADISTANCE Df 252.24 FEET, THENCE RUN EAST ODIC FEET, THENCE RUN SOUTH 75.0 FEET iO THE POINT Or BEGINNING, EXISTING CONCRETE BLOCK BUILDING BEING BID FEET ON BOTH SIDE DF THE FOLLOWING DESCRIBED CENTERLINE COMMENCE AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARENT TRACT, SAID j ? CORNER LYING 335.69 FEET EAST FROM THE SOUTHWEST CORNER OF SAID LOT 26; THENCE m RUN N 9p^00'00' E, ALONG THE SOUTH LINE OF SAID PARENT TRACT, 89203 FEET TO THE PpINi OF BEGINNING DF SCOUT CENTERLINE EASEMENT, SAID POINT OF BEGINNING FINISHED FLOOR ELEVATION=43.92'(N.G.V.D.1929)(A.M.S�.) LIES 42.28 FEET VEST- Or THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARENT ,6h SANFORD PLAZA INC. OF DELTONA v TRACI; THENCE RUN N 29"29'28' E, 34.99 FEET TO A POINT WHICH LIES ON q CURVC O1 (COMMON ELEMENTS) CONCAVE SOUTH 'WESTERLY HAVING F02 ITS ELEMENTS A RADIUS OF 27.35 FEET, A DELTA PARCEL 01-20-3D-509-CCOD-0000 O' II9-2B"59', A CHOR➢ DISTANCE OF 47.25 FEET, AND A CHORD BEARING OF N CURVE TABLE CONTAINING 8 ACRE$, MARE OR LESS �� 30^15'02' V; THENCE RUN NORTHWESTERLY ALONG SAID CURVE FOR AN ARC DISTANCE OF x 57.03 FEET TO THE PC INT OF TERMINATION OF SAID CENTERLINE, SAID POINT OF CURVE 1 Red :5679.65' Arc :350.66' AA9 TERMINATION LIES 71.27 FEET NORTHERLY BY PERPENDICULAR MEASURE FROM THE SOUTH A __r CA: 3^32'2' Z---. --�----��--��------�-�-��--- '--- y' - --"-- � ----- ----- LINE OF SAID PARENT TRACT AND <8.86 CECT WESTERLY BY PERPENDICULAR MEASURE FROM THE VEST LINE OF SAID PARENT TRACT. Ch d: S 27^77'10, W 350.60' UTILITY POLE (TYPICAL) x h THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE To BE EXTENDED DR SHORTENED CURVE 2 R0tl '27.35' ArC :57.04' (� TD BC COMMON WITH THE SOUTHERLY LINE or SAID PARENT TRACT AT THE POINT OF N BEGINNING AND END ON A BEARING OF N 0D^DB'DO" E 6 S 00"00'DD'E AT THE POINT OF CA' 119^29'33' K W TERMINATION. CHd: N 30^75'G2'W 47.25' 0 6 DINT DF BEGINNIIIJU A L' FM' A NEXTEL /ICATION11ARENT LEASE PARCEL > Q CONCRETE PAD EASE PPARENT LEASE PARCEL 0 LINE TABLE - > £ W LYING WITHIN THE rOLLOWING DESCRIBED PARENT TRACT COURSE BEARING DISTANCE x L6 BEGNNING AT A POINT 335.69' FEET EAST GF THE SOUTHWEST CORNER DF LOT 26, ACCORDTNG TO THE AMENDED PLAT or DRUID PARK, AS RECORDED 7N PLAT BOOK 7, PAGES 71 - 6.D' CHAIN LINK FENCE 5 AND 6,OFTHEPUBLICRECORDS OF SEMINOLE COUNTY, FLORIDA, RUN EAST ALONG THE LI N 9D^00'OD'E 532.09' > J OUTH, LINE OF SAID T 26 A DISTANCE or 934DI FEET TO A POINT q +" 2 ! `A_ _--L11MOF THE LINE NORTH CiDROETHEFN SAID LOT N26, THENCE RUN NORTAn AMENDED 527.5 FEET WEST L2 n1 DO^00'41'E 57.96' L3 N 00^00'00-E - 30.00' �P m- -' - 'm PERPENDICULAR T Tp SAID HEA L4 N 90^00'00'E 66.00' \ � ' � DED PLAT; THENCE RUN LS S OD^GO'OD'E SO.DO' x mu O uORTH B9^42'50' VEST ALONG SAID NORTH LINE 968.09 FEET TO THE NORTHWEST CORNER L6 N 90^00,00,W 60.00' r'qT K ! o Q Or LOT 21; THENCE RUN SOUTHWESTERLY ALONG A CURVE ON THE EASTERLY RIGHT-OF-WAY 46.86' J '� !]NE OF U.S. HIGHWAYS 17 AND 92, HAVING A RADIUS OF 5691.8] FEET, A CENTRAL L7 N 00^DO'OD'E 10.00' (U� - 3 :p ANGLE OF 3"2I'S3- AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH 25^2 ]' VEST L8 N 89 ^59'19'V 15.12" //lpY • J! - CENTER OF -CONCRETE MONOPOLE OV aMNQ 'o W A DISTANCE OF 252.24 FEET, THENCE RUN EAST 3DDB FEET, THENCE RUN SOUTH 750 L9 N 55^41'09'W 13.17' LATITUDE -28^46'16.735' NORTH �OrK f4'T e� o FEET t0 THE POINT OF BEGINNING LID N 00^00'47'E 10.58' LONGITUDE -081^16'33067' VEST ,II1Y C'f)fT gO+ �9 c0 ELECTRICAL L11 S H9^59'19'E 26.00' ELEVATION=41.40' s _ L� N BEING MORE PARTICULARLY DESCRIBED IS FOLLOWS• _ _ _ _ _ COMMENCE AT THE SGUTHVEST CORNER OF THE ABOVE DESCRIBED PARENT TRACT, SAID IN N.G.v.D.i929)(A.M.S.L) L12 S Op^00'4 ]'V 16.00' X= 13240..706 0'-- -- Y=161324 p.705 :] CORNER LYING 33569 FEET 'E AST FROM THE SOUTHWEST CORNER OF SAID LOT 25; THENCE 1 RUN N 90'00'00' E, ALONG THE SOUTH LINE or SATO PARENT TRACT, B92D3 FEET TO Q ❑ 1K A O/H THE POINT OF BEGINNING CIF SAID CENTERLINE EASEMENT, SAID POINT OF BEGINNING LIES 42.28 FEET WEST Or THESOUTHEAST CORNER OF THE ABOVE DESCRIBED PARENT TRACI; THENCE RUN N 29"29'28' E, 34.99 FEET TO A POINT WHICH LIES ON A CURVE PROPANE TANK �. z ---- ---------------- - - - --- CONCAVE SOUTHWESTERLY HAVING FOR ITS ELEMENTS A RADIUS OF 27.35 FEET, A DELIA19^28'59', 47. O' 1 A CHORD DISTANCE OF 25 FEET, AND A CHORD BEARING OF N ,` ® 30^]5'02' V; THENCE RUN NORTHWESTERLY ALONG SAID CURVE FOR AN ARC DISTANCE Or SANFORD PLAZA INC, OF DELTONA TELEPHONE BO 57. 03 FEET TO THE POINT Or BEGINNING OF SAID LEASE AREA; SAID POINT OF PAEL 07 -20 -30 -509 -DODO -2600 - BEGINNING LIES 71.27 FEET NORTHERLY BY PERPENDICULAR MEASURE FROM THE SOUTH W L4 LINE or SAID PARENT TRACT AND 48.06 FEET WESTERLY BY PERPENDICULAR MEASURE FROM PARENT TRACT DETAIL SITE BENCHMARK / THE VEST LINE Or SAID PARENT TRACT; THENCE RUN N DO^DO'OD' E, IOD FEET TO z AN IRON ROD (LB 596); THENCE N 9FEET 0' W, N 00 FEE TO AN IRON ; T (L 94596); (NOT TO SCALE) SET 60 d NAIL ]N UTILITY POLE THENCE RUN S OD^00.00' E, 4IN FENT TO CL IRON TRODHE CEH4 RUN THENCE RUN N ELEVATION=4i.30'(N-L.V.➢,1929)(P..M.S.L.) 90"88'00' E, BODO FEET TO AN IRON ROD (L H4596 ); THENCE RUN N DD^011'00• E, N 89^42'50'V 966.89'(0) 3 30.00 FEET Tp THE POINT OF BEGINNING CONTAINING 2,40D SQUARE FEET. D D.055 NORTHWEST CORNER`M ACRES LOT 21 NORTHEAST CORNER LOT 21 A 1 SURVEYOR'S -NOTES 2� : PRINT BEGINNI NEXTEL COMMUNICATIONS I. THIS IS A BOUNDARY SURVEY OF THE NEXTEL CDMHUNICATION''S LEASE PARCEL THE MMN ' -) '1 7 PARENT TRACI INFORMATION SHOWN HEDEPICTED FOR INFORMATIONAL PURPOSES ONLY. 2 ---- ------------------ LEASE PARCEL �' F. THE NEXTEL COMMUNICATIONS LEASE PARCEL DEPICTED HEREON LIES ENTIRELY WITHIN N SET 5/6' IRON ROD AND CAP Q THE DESCRIBED PARENT TRACT. 3Pv ,A' ,62 W (L.B. No. 68B5)(TYPICAL > - P ]. THE SURVEYOR HAS REVIEWED THE COMMITMENT FOR TITLE INSURANCE FILE NUMBER a,Z7 JQ' U �4 172DD41258, ISSUED BY ATTORNEYS' TITLE INSURANCE FUND, INC, DATED JUNE O V b UQ 21, 2004, ALL PLDTTABLE MATTERS OF RECORD TITLE IDENTIFIED 1N THAT COMMITMENT FER TITLE INSURANCE THAT ARE PERTINENT TO THE NEXTEL COMMUNICATIONS LEASE PARCEL, AND ITS INGRESS/EGRESS AND UTILITY EASEMENT, Q PV MW- iF APPLICABLE, HAVE BEEN SHOWN OR NOTED HEREON. IHC SURVEYOR HAS RELIED SOLELY UPON THAT COMMITMENT WITH RESPECT To EASEMENTS, RIGHTS OF V �Q= 3Q QQJ A OS .. F - SETBACK LINES, AGREEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS. NO S S FURTHER RESEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY THE SURVEYOR. �¢ V a. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE NORTH LINE OF LOT 21, DRUID PARK, PLAT BOOK 7, PAGES 5 AND 6. AS NORTH B9"42'5D' WET, PER LEGAL DESCRIPTION PROVIDED BY CLIENT. 2° LI - 5. UNOERGROIUND UTILITIES No IMPROVEMENTS HAVE NOT BEEN LOCATED. p~ O _ _ _ ___ _ 6. INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED_ 3 O N 90^DD'00'E - 7. AFTER REVIEW OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No12117C 5E, 934.31'(D) DATED APRIL 17, 1995, THE NEXTEL COMMUNICATIONS LEASE PARCEL DEPICTED HEREDN LIES IN ZONE •%• (AREAS DETERMINED TO BE OUTSIDE THE 5DO YEAR FLOOD W PLAIN) - 2h DENOTES DESCRIPTION; (F) DENOTES FIELD MEASURED; (P) DENOTES PLAT) �yhti. ' - _ _ _ A rf R � 1- _ co DEN CALCULATED, QAD V; - 9 GEODETIC AND VERTICAL INFORMATION SHOWN HEREON IS BASED ON G.P.S. -_. _.._.. POINT OF BEGINNI OBSERVATIONS PERFORMED HOLDING NGS STATION DESIGNATION SFH A, (C IMI jED INGRESS/EGRESS 8. UTILITY EASEMENT N.A.D.830990), ELEVATION=73.14 FEET INC V.D.1929). SITE BENCHMARK IS A N 90^001001E 300.00'(D) _ _ ACCE ,61p C, _ 60 d NAIL IN UTILITY POLE, ELEVATION=41.30 FEET (N.G.V.➢.1929), AS SHOWN SS) .� HEREON ALLELE VATIONS SHOWN HEREON ARE ABOVE MEAN SEA LEVEL (A.M.SLJ SOUTH LINE, LOT 26 �`�,: ALL GEO➢CTIC AND VERTICAL DATA, DEPICTE➢ HEREON IS V(THIN THE IR ' 335.69' ' ' % ! $T IS TOLERANCES AS SET FORTH BY THE F.A.A. ................____ ___ _ -" "- ATE ROAD 417 (LIMITED ACCESS) SOUTHWEST CORNER N 90-001001E 934.33'(➢) SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY PERS OT 26 POINT OF BEGINNING _.._ ___ _._._._ _ _ _ _ _ _- _ _ _._ _._ _ _ _ _ pb PARENT TRACT - AUGUST 29, 2005, IS IN ACCORDANCE WITH THE TECHNI L S q POINT DF COMMENCEMENT STATE ROAD 417 (LIMITED ACCESS) AS REQUIRED BY CHAPTER 61617-6, FLORIDA �M � C PARENT LEASE PARCEL .� INGRESS/EGRESS B UTILITY EASEMENT CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: w NEXTEL COMMUNICATIONS ATTORNEYS' TITLE INSURANCE FUND, INC., KIRK B. MITCHELL P.S.M. I, NEXTEL CDMMUNICA.TIDNS, CERTIFICATE OF AUTHORIZ•A.T' nto!f 'L.B. 6aQ$g� LEASE PARCEL ITS AFFILIATES, SUBS]DIP.RIES AND LENDERS, NOT VALID WITHOUT T E .SOOT:]( D •CTE_ tlR'i-GT_� RAISED SEAL OF A FLOR D,lLLIL�E SO R A7D"MAPPER. R E v 1 S I O N S DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION BOUNDARY SURVEY y_,�nRA�3n' P TREAT PDIA N C ED PREPARED FOR ® FIELD DACE Aucu�T 7.9, zoos P. U. BOX 560698 r L COMMUNICATION FIELD BOOK b( ID' LAND SURVEYING ORLANDO. FL 32856-06 8 N E X T E SCLC D' G.P.S. a d 0 �HUNE (407) 509-230 F Conven tion➢ & M, PPING SANFORD SOUTH. L-3060 c _ Sur ve Ser es FAx (407) 4p-049 A PORTION TIO N Y ❑ OF SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 E _ NAME _- so60DCN - SENINOLE COUNTY, FLORIDA SHEET GENERAL - NOTES ABBREVIATIONS SCALE ORAWINOS. CONTRACTOR MUST VERIFY ALL oM_s s o ONSOR � ON3�OOV DRQ SHOWN SHALL HE IMPLEMENTED w -OUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS -NG ARE SUPERSEDED BY THE LATES i REVISION. ALL DRAWINGS ANO SPECIFICATIONS RE -N THE PROPERTY OF - + - - - A/C AIR CONDITIONER JT. JOINT 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, OflDINANCES, AND REGULATIONS. ALL ACP ACOUSTICAL CEILING PANEL LA LAYER MMORRISON HERSHFIELD CORPORATION. NEITHER ORRISON HERSHFIE-NORTHEARCHITEOTWILL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATED BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. PROCURED AND PAID FOR BY THE CONTRACTOR. ALT. ALTERNATE LF. LINEAL FOOT 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. A.M.S.L. ABOVE MEAN SEA LEVEL MANUF. MANUFACTURER 2. MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ALUM. ANL_ ALUMINUM ANCH MATER. MATERIAL ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED 18. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE ANGLER MAX. MAXIMUM TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. MORRISON HERSHFIELD CORPORATION DOES GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL ARCH. ARCHITECTURAL MECH. MECHANICAL NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. 0 AT MH MANHOLE METER PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. BD. BOARD MIN. MNIJMUM Lag I �� BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR BFF BELOW FINISH FLOOR MISC. MISCELLANEOUS WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL BLDG. BILK. BUILDING BLOCK M.O. MASONRY OPENING CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE BM. BEAM MPH M.S.L. MILES PER HOUR MEAN SEA LEVEL 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND - BOT. BUR BOTTOM BUILT-UP ROOF MTL METAL F 2O T WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. CER. CERAMIC N.G.V.D NATIONAL GEODETIC VERT. DATUM CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE C.J. CONTROL JOINT NN.I.C. NOM. NOT IN CONTRACT NOMINAL IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER (t CENTER LINE N.T.S. NOT TO SCALE ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. COMPANY. CLG. CLR. CEILING CLEAR D.C. O.D.H.OUTSIDE ON CENTER �p MC U RRIS I\ I I CORP 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY CMU CPT. CONCRETE MASONRY UNIT CARPET OH. DIAMETER OVERHEAD EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND COL. COLUMN OPP. oPR OPENING OPPOSITE EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS GONG. CONCRETE °R 09 RTJ RRY WHETHER SHOWN ON THE CONTRACT .DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE CONST. CONSTRUCTION POUNCE LATE REGISTERE ARCHITECT 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING APPROVED BY THE OWNER. CONT. C.T. CONTINUOUS CERAMIC TILE PLYWD. PLYWOOD STATE OF FLORIDA DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS CTR. CENTER P.S.I.POIUNDS PER SQUARE INCH AR92e24 CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS DESCRIBED IN NOTES 19, 20 AND 21 ABOVE, THE GENERAL CONTRACTOR SHALL C/W COMPLETE WITH DRINKING P.S.F. POUNDS PER SQUARE FOOT 6 HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. D.F.- DIA./O FOUNTAIN DIAMETER P.T. RAD. PRESSURE TREATED RADIUS 5 6: THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR 23. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO DN. D.S. DOWN DOWNSPOUT R.C. R. D. RADIAL CENTER ROOF DRAIN 4 STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND DTL. DETAIL RECEP. RECEPTACLE 7. THE CONTRACTOR SHALL VERIFY THAT NO . CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR En. EACH REINF. REQ'D. REINFORCED/REINFORCING REQUIRED 3 ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY EIFS EXTERIOR INSULATION FINISH SYSTEM E.J. EXPANSION JOINT RM. ROOM CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY ELEC. ELECTRIC/ELECTRICAL RTU ROOF TOP UNIT 2 CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE EL ELEVATION R/W RIGHT OF WAY 02/28/07 REISSUED FOR PERMIT THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL E.P. ELECTRICAL PANEL SCHED. SCHEDULE BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES EQ. EQUAL SECT. SECTION 1 10/28/05 REISSUED FOR PERMIT B. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO E.W. EACH S.F. SIM. SQUARE Fool SIMILAR 0 os/zs/os IssuEo FOR PERMIT TO THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE BUILD ACCORDING TO APPLICABLE BUILDING CODES. EXP. EXT. EXPANSION EXTERIOR - S.P. SPLICE POINT A 07/27/05 ISSUED FOR CLIENT REVIEW VERIFIED WITH THE CONSULTANT. F.D. FLOOR DRAIN SQ. FT. SQUARE FOOT 24. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM F.E.C. FIRE EXTINGUISHER SHELTER S.S. STAINLESS STEEL No. Date Action 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE F.H.C. FIRE HOSE EQUIPMENT STD. STANDARD DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SUB -CONTRACTOR'S RESPONSIBILITY TO "PROVIDE THE ARCHITECT WITH 4 COPIES FIN. FINISH STL STOR. STEEL STORAGE SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE FIN. FLR. FLR. FINISH FLOOR FLOOR STRUC. STRUCTURAL BETTER THAN NEW CONDITION. WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE FTG. GA FOOTING GAUGE SUSP. SUSPENDED MORRISON 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING GALV. TEMP. TEMPORARY t rAt'. CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE GEN. GALVANIZED GENERAL THK. THICKN. -. THICK THICKNESS HERSHFIELD 4 STANDARDS, AND GOOD CONSTRUCTION PRACTICES. WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR GYP. GYPSUM T.O. TOP OF PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING GB. GYPSUM BOARD T.O.S. TOP OF STEEL Two South Unive sdy Drive, Suite 245, 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. AUTHORITIES DURING THE EXECUTION OF THE WORK. H.C. HANDICAPPED TYR TYPICAL Plantation, FL 33324 HK.HOOK U.N.O. UNLESS NOTED OTHERWISE Tel: 954.577.4655 Fax: 954.577.4656 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND 25. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL H.M. HOLLOW METAL VCT VINYL COMPOSITION TILE State of Florida Co#00008508 REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT HDR. HORIZONTAL VIF VERIFY IN FIELD www.morhsonhershfield.com ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND / OR HR. HOUR VERT. AL PROJECT. THE CONSULTANT SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE SUPPLIER/MANUFACTURER FROM PROVIDING A AND CORRECT JOB IHT.NS IN HEIGHT INSULATION W/ WD. WITH WITH WOOD REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE .COMPLETE WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY INT. INTERIOR WWM WELDED WIRE MESH Client AT THE CONTRACTOR'S EXPENSE. ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A . Sprint' 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR COMPLETE, ADEQUATE AND SAFE WORKING CONDITION THEN IT SHALL BE THE T+ LEGEND ND CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF TNetherwithNEXTt=L THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. _ 851 TRAFALGAR COURT ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. BUILDING/WALL/DETAIL SECTION LARGE SCALE DETAIL SUITE 300 E 14. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET .EXISTING CONSTRUCTION, THE STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. MAITLAND, FL 32751 CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO Detail Number Project: STRUCTURE SHALL HAVE A SMOOTH TRANSITION. BE INCLUDED IN THE BID PROPOSAL. THESE DOCUMENTS ARE MEANT AS A / A Ea_@� Detail Number SANFORD SOUTH 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE Sheet Number FL -3060 C AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR INCLUDED. Where Detailed \- 2921 ORLANDO DRIVE STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, Sheet Number SANFORD, FL 32773 ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY .KIND BETWEEN THE REFERENCE Drawing Title: REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND ARCHITECT AND THE CONTRACTOR. CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS C A-� GENERAL NOTES MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL.WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. Referenced Drawing AND ABBREVIATIONS IMPORTANT NOTICE " PROJECT INFORMATION Project No. 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT ROOM AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 705300000 FL -3060 C THE EXISTING CONDITIONS REPRESENTED HEREIN ARE 2. SPRINT/NEXTEL COMMUNICATIONS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY SPRINT/NEXTEL COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT �� Date. BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO CHAPTER 553 PART 5A OF THE FLORIDA STATUTES, CC 09-23-05 r Drawn By: JG, RD checked Or. RL n�� MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS OF THAT STATUTE. PURSUANT TO THE AMERCANS WITH DISABILITIES ACT (ADA), APPENDIX B, SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA ENERGY REVIEW CODE. Review. JB x ARR�IT s - CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF 5. NO WASTE WATER WILL BE GENERATED AT 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. THIS LOCATION.e �se Di^9 a:. s PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO " THE CONSULTANT PRIOR TO CONSTRUCTION. 7.SPRINT/NEXTEL COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. �2 � _ 1 2 3 17 4 5 PARENT TRACT: (AS PROVIDED BY CLIENT) BEGINNING AT A POINT 335.69 FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, ACCORDING TO THE AMENDED PLAT OF DRUID PARK, AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN EAST ALONG THE SOUTH LINE OF SAID LOT 26 A DISTANCE OF 934.31 FEET TO A POINT 527.5 FEET WEST OF THE SOUTHEAST CORNER OF SAID LOT 26; THENCE RUN NORTH PERPENDICULAR TO SAID SOUTH LINE NORTH TO THE NORTH LINE OF LOT 21 SAID AMENDED PLAT; THENCE RUN NORTH 89' 42' 50" WEST ALONG SAID NORTH LINE 968.89 FEET TO THE NORTHWEST CORNER OF LOT 21; 'THENCE RUN SOUTHEASTERLY ALONG A CURVE ON THE EASTERLY RIGHT-OF-WAY LINE U.S. HIGHWAYS 17 AND 92, HAVING A RADIUS OF 5691.87 FEET, A CENTRAL ANGLE OF 3' 27' 53' AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH 25' 27' WEST A DISTANCE OF 252.24 FEET THENCE RUN EAST 300.0 FEET, THENCE RUN SOUTH 75.0 FEET TO THE POINT OF BEGINNING. INGRESS/EGRESS/UTILITY EASEMENT (DESCRIPTION AS PROVIDED BY CLIENT) 20' WIDE INGRESS/EGRESS & UTILITY EASEMENT LYING WITHIN THE FOLLOWING DESCRIBED PARENT TRACT: BEING 10.0 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT 335.69 FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, ACCORDING TO THE AMENDED PLAT OF DRUID PARK, AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN EAST ALONG THE SOUTH LINE OF SAID LOT 26 A DISTANCE OF 934.31 FEET TO A POINT 527.5 FEET WEST OF THE SOUTHEAST CORNER OF SAID LOT 26; THENCE RUN NORTH PERPENDICULAR TO SAID SOUTH LINE NORTH TO THE NORTH LINE OF LOT 21 SAID AMENDED PLAT; THENCE RUN NORTH 89' 42' 50" WEST. ALONG SAID NORTH LINE 968.89 FEET TO THE NORTHWEST CORNER OF LOT 21; THENCE RUN SOUTHEASTERLY ALONG A CURVE ON THE EASTERLY RIGHT-OF-WAY LINE U.S. HIGHWAYS 17 AND 92, HAVING A RADIUS OF 5691.87 FEET, A CENTRAL ANGLE OF 3' 27' 53' AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH 25' 27' WEST A DISTANCE OF 252.24 FEET THENCE RUN EAST 300.0 FEET, THENCE RUN SOUTH 75.0 FEET TO THE POINT OF BEGINNING. COMMENCE AT THE ABOVE DESCRIBED PARENT TRACT, SAID CORNER LYING 335.69 FEET EAST FROM THE SOUTHWEST CORNER OF SAID LOT 26: THENCE RUN N 90'00'00" E, ALONG THE SOUTH LINE OF SAID PARENT TRACT, 892.03 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE EASEMENT, SAID POINT OF BEGINNING LIES 42.28 FEET WEST OF THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARENT TRACT: THENCE RUN N29'29'28"E, 34.99 FEET TO A POINT WHICH LIES ON CURVE CONCAVE SOUTHWESTERLY HAVING FOR ITS ELEMENTS A RADIUS OF 27.35 FEET, A DELTA OF 119'28'59", A CHORD DISTANCE OF 47.25 FEET, AND AND A CHORD BEARING OF N 30'15'02" W; THENCE RUN NORTHWESTERLY ALONG SAID CURVE FOR AN ARC DISTANCE OF 57.03 FEET TO THE POINT OF TERMINATION. SAID POINT OF TERMINATION LIES 71.27 FEET NORTHERLY BY PERPENDICULAR MEASURE FROM THE SOUTH LINE OF SAID PARENT TRACT AND 48.86 FEET WESTERLY BY PERPENDICULAR MEASURE FROM THE WEST LINE OF SAID PARENT TRACT. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR SHORTENED TO BE COMMON WITH THE SOUTHERLY LINE OF SAID PARENT TRACT AT THE POINT OF BEGINNING ON A BEARING OF N 00'00'00" E & S00'00'00" E AT THE POINT OF TERMINATION. NOTE: THE QUALIFIER FOR THE POINT OF BEGINNING OF THE MAIN LEASE PARCEL (ALSO THE POINT OF TERMINATION OF THE INGRESS/EGRESS/UTILITY EASEMENT) PER THE DESCRIPTIONS (ABOVE) AS PROVIDED BY CLIENT CONTAINS A TYPOGRAPHICAL ERROR. THE QUALIFIER SHOULD READ "48.86 FEET WESTERLY BY PERPENDICULAR MEASURE FROM THE EAST LINE OF THE PARENT TRACT". LEGAL DESCRIPTION i LEASE PARCEL: (DESCRIPTION AS PROVIDED BY CLIENT) 40' X 60' LEASE AREA LYING WITHIN THE FOLLOWING DESCRIBED PARENT TRACT; BEGINNING AT A POINT 335.69 FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, ACCORDING TO THE AMENDED PLAT OF DRUID PARK, AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN EAST ALONG THE SOUTH LINE OF SAID LOT 26 A DISTANCE OF 934.31 FEET TO A POINT 527.5 FEET WEST OF THE SOUTHEAST CORNER OF SAID LOT 26; THENCE RUN NORTH PERPENDICULAR TO SAID SOUTH LINE NORTH TO THE NORTH LINE OF LOT 21 SAID AMENDED PLAT; THENCE RUN NORTH 89' 42' 50" WEST ALONG SAID NORTH LINE 968.89 FEET TO THE NORTHWEST CORNER OF LOT 21; THENCE RUN SOUTHEASTERLY ALONG A CURVE ON THE EASTERLY RIGHT-OF-WAY LINE U.S. HIGHWAYS 17 AND 92, HAVING A RADIUS OF 5691.87 FEET, A CENTRAL ANGLE OF 3' 27' 53' AN ARC DISTANCE OF 344.2 FEET; THENCE RUN SOUTH 25' 27' WEST A DISTANCE OF 252.24 FEET THENCE RUN EAST 300.0 FEET, THENCE RUN SOUTH 75.0 FEET TO THE POINT OF BEGINNING. FLOODING NOTE (AS PER SURVEYOR NOTES): THE SPRINT/NEXTEL COMMUNICATIONS LEASE PARCEL DEPICTED HEREON LIES IN ZONE 'X' STATE OF FLORIDA APPROVED PREFAB SHELTER -SUBMIT SHOP DRAWINGS i BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARENT TRACT, SAID CORNER LYING 335.69 FEET EAST FROM THE SOUTHWEST CORNER OF SAID LOT 26; THENCE RUN N 90'00'00" E, ALONG THE SOUTH LINE OF SAID PARENT TRACT, 892.03 FEET TO A POINT WHICH LIES 42.28 FEET WEST OF THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARENT TRACT; THENCE RUN N 29'29'28" E, 34.99 FEET TO A POINT WHICH LIES ON A CURVE CONCAVE SOUTHWESTERLY HAVING FOR ITS ELEMENTS A RADIUS OF 27.35 FEET, A DELTA OF 119'28'59", A CHORD DISTANCE OF 47.25 FEET, AND A CHORD BEARING OF N 30'15'02" W; THENCE RUN NORTHWESTERLY ALONG SAID CURVE FOR AN ARC DISTANCE OF 57.03 FEET TO THE POINT OF BEGINNING OF SAID LEASE AREA; SAID POINT OF BEGINNING LIES 71.27 FEET NORTHERLY BY PERPENDICULAR MEASURE FROM THE SOUTH LINE OF SAID PARENT TRACT AND 48.86 FEET WESTERLY BY PERPENDICULAR MEASURE FROM THE WEST LINE OF SAID PARENT TRACT; THENCE RUN N 00'00'00" E 10.0 FEET TO AN IRON ROD(LB4596); THENCE RUN N 90'00'00" W, 60.00 FEET TO AN IRON ROD (LB4596); THENCE RUN S 00'00'00" E, 40.00 FEET TO AN IRON ROD (LB 4596); THENCE RUN N 90'00'00" E. 60.00 FEET TO AN IRON ROD (LB 4596); THENCE RUN N 00' 00' 00" E, 30.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2,400 SQUARE FEET OR 0.055 ACRES. S89'42'50"E N90'00'00"E 300.00' N90'00'00"E N 90' 00' 00"E- 335.69' STATE STREET SOIL STATEMENT: VISUAL INSPECTION OF THE SITE SHOWS A SOIL WHICH HAS SAFE BEARING CAPACITY IN EXCESS OF 2000 LBS. PER SQUARE FOOT. AFTER FOOTING EXCAVATIONS ARE MADE, THE ENGINEER WILL INSPECT THE SOIL TO VERIFY ITS CHARACTER, AND WILL ISSUE A CERTIFICATION OF SOIL BEARING CAPACITY. IF ANY SOIL CONDITIONS ARE ENCOUNTERED DURING THE CONSTRUCTION WHICH ARE AT A VARIANCE WITH THIS SOIL DESCRIPTION, THE CONTRACTOR SHALL NOTIFY IMMEDIATELY THE ENGINEER. TERMITE PROTECTION: APPLY A FL DEPT OF AGRICULTURE APPROVED PRE -CONSTRUCTION SOILTREATMENT FOR SUBTERRANEAN TERMITES TO AREAS UNDER ENTIRE SURFACE OF FLOOR SLAB AND ALL OTHER APPLICAABLE CRITICAL AREAS, INCLUDING BUT NOT LIMITED TO PATIOS, WALKS ETC., PRIOR TO PLACEMENT OF VISQUEEN. TREATMENT SHALL BE PERFORMED BY A LICENSED PEST CONTROL COMPANY AND SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING JURISDICTION UPON TREATMENT. ALL WORK SHALL COMPLY WITH SECTION 1816 OF THE FBC. PROPERTY LINE---\ (TYP•) 968.71'{C) 968.89'(D) EXISTING TRANSFORMER MOUNTED TO UTILITY POLE EXISTING TELCO DEMARC. PROPOSED SPRINT/NEXTEL LEASE AREA (APPROX. 427 SO. FT.) EXISTING CHAIN LINK FENCED COMPOUND AREA PROPOSED 10'-0' WIDE SPRINT /NEXTEL UTILITY AND INGRESS/EGRESS ACCESS EASEMENT 934.31 ' TRUE NORTH rT-� SITE PLAN A-.2SCALE: 1"=40'-O" (BASED ON 22x34 PAPER SIZE) SCALE: 1"=80'-O" (BASED ON 11x17 PAPER SIZE) 2 3 �' 4 5 15'-0 i0 O 4 0 Ln �w 0 0 0 0 0 z 26'-0" 26'-5 0 I Co A rn V) Ln V) 0 0 Q 0 C d n v 0 or a cjl DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DMFJVSIDNS AND AWISE CCNSIATANTS OF ANY ERRORS OR OML45K]NS. NO VARIATIONS OR MODIRCATONS TD WORK SHOWN SHALL BE IMPLEI.ff:NTED WRHOLR PRIOR WRRTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORR)SON HERSHFIELD CLMPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHrTECT WILL BE PRO -NO CONSTRUCTION REVIEW OF THIS PROJECT. ,.@:1 is idTED FF„R 9 8 2007 iOBEEI JERKY LARA GI ST EDARCHITECT STATE OF FLORIDA AR92824 102/28/071 REISSUED FOR PERMIT N a) 10/28/05 REISSUED FOR PERMIT 0 3� rV ry4? A� ISSUED FOR PERMIT 4�1 O r N� 200 No. Date Action . BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARENT TRACT, SAID CORNER LYING 335.69 FEET EAST FROM THE SOUTHWEST CORNER OF SAID LOT 26; THENCE RUN N 90'00'00" E, ALONG THE SOUTH LINE OF SAID PARENT TRACT, 892.03 FEET TO A POINT WHICH LIES 42.28 FEET WEST OF THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARENT TRACT; THENCE RUN N 29'29'28" E, 34.99 FEET TO A POINT WHICH LIES ON A CURVE CONCAVE SOUTHWESTERLY HAVING FOR ITS ELEMENTS A RADIUS OF 27.35 FEET, A DELTA OF 119'28'59", A CHORD DISTANCE OF 47.25 FEET, AND A CHORD BEARING OF N 30'15'02" W; THENCE RUN NORTHWESTERLY ALONG SAID CURVE FOR AN ARC DISTANCE OF 57.03 FEET TO THE POINT OF BEGINNING OF SAID LEASE AREA; SAID POINT OF BEGINNING LIES 71.27 FEET NORTHERLY BY PERPENDICULAR MEASURE FROM THE SOUTH LINE OF SAID PARENT TRACT AND 48.86 FEET WESTERLY BY PERPENDICULAR MEASURE FROM THE WEST LINE OF SAID PARENT TRACT; THENCE RUN N 00'00'00" E 10.0 FEET TO AN IRON ROD(LB4596); THENCE RUN N 90'00'00" W, 60.00 FEET TO AN IRON ROD (LB4596); THENCE RUN S 00'00'00" E, 40.00 FEET TO AN IRON ROD (LB 4596); THENCE RUN N 90'00'00" E. 60.00 FEET TO AN IRON ROD (LB 4596); THENCE RUN N 00' 00' 00" E, 30.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2,400 SQUARE FEET OR 0.055 ACRES. S89'42'50"E N90'00'00"E 300.00' N90'00'00"E N 90' 00' 00"E- 335.69' STATE STREET SOIL STATEMENT: VISUAL INSPECTION OF THE SITE SHOWS A SOIL WHICH HAS SAFE BEARING CAPACITY IN EXCESS OF 2000 LBS. PER SQUARE FOOT. AFTER FOOTING EXCAVATIONS ARE MADE, THE ENGINEER WILL INSPECT THE SOIL TO VERIFY ITS CHARACTER, AND WILL ISSUE A CERTIFICATION OF SOIL BEARING CAPACITY. IF ANY SOIL CONDITIONS ARE ENCOUNTERED DURING THE CONSTRUCTION WHICH ARE AT A VARIANCE WITH THIS SOIL DESCRIPTION, THE CONTRACTOR SHALL NOTIFY IMMEDIATELY THE ENGINEER. TERMITE PROTECTION: APPLY A FL DEPT OF AGRICULTURE APPROVED PRE -CONSTRUCTION SOILTREATMENT FOR SUBTERRANEAN TERMITES TO AREAS UNDER ENTIRE SURFACE OF FLOOR SLAB AND ALL OTHER APPLICAABLE CRITICAL AREAS, INCLUDING BUT NOT LIMITED TO PATIOS, WALKS ETC., PRIOR TO PLACEMENT OF VISQUEEN. TREATMENT SHALL BE PERFORMED BY A LICENSED PEST CONTROL COMPANY AND SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING JURISDICTION UPON TREATMENT. ALL WORK SHALL COMPLY WITH SECTION 1816 OF THE FBC. PROPERTY LINE---\ (TYP•) 968.71'{C) 968.89'(D) EXISTING TRANSFORMER MOUNTED TO UTILITY POLE EXISTING TELCO DEMARC. PROPOSED SPRINT/NEXTEL LEASE AREA (APPROX. 427 SO. FT.) EXISTING CHAIN LINK FENCED COMPOUND AREA PROPOSED 10'-0' WIDE SPRINT /NEXTEL UTILITY AND INGRESS/EGRESS ACCESS EASEMENT 934.31 ' TRUE NORTH rT-� SITE PLAN A-.2SCALE: 1"=40'-O" (BASED ON 22x34 PAPER SIZE) SCALE: 1"=80'-O" (BASED ON 11x17 PAPER SIZE) 2 3 �' 4 5 15'-0 i0 O 4 0 Ln �w 0 0 0 0 0 z 26'-0" 26'-5 0 I Co A rn V) Ln V) 0 0 Q 0 C d n v 0 or a cjl DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DMFJVSIDNS AND AWISE CCNSIATANTS OF ANY ERRORS OR OML45K]NS. NO VARIATIONS OR MODIRCATONS TD WORK SHOWN SHALL BE IMPLEI.ff:NTED WRHOLR PRIOR WRRTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORR)SON HERSHFIELD CLMPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHrTECT WILL BE PRO -NO CONSTRUCTION REVIEW OF THIS PROJECT. ,.@:1 is idTED FF„R 9 8 2007 iOBEEI JERKY LARA GI ST EDARCHITECT STATE OF FLORIDA AR92824 102/28/071 REISSUED FOR PERMIT 1 10/28/05 REISSUED FOR PERMIT 0 09/29/05 ISSUED FOR PERMIT A 07/27/05 ISSUED FOR CLIENT REVIEW No. Date Action . tr: MORRISON 111if HERSHFIELD AO Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 State of Florida Co# 00008508 www.morrisonhershfield.com Client: Spring Totietherwith NDM 851 TRAFALGAR COURT SUITE300 E MAITLAND, FL 32751 Project: SANFORD SOUTH FL -3060 C 2921 ORLANDO DRIVE SANFORD, FL 32773 Drawing Title: SITE PLAN AND LEGAL DESCRIPTION Project No. 705300000 FL -3060 C Designer. I Date: CC Drawn By JG, RD PAI Review. JB .-,. No. '" FD?avrinq a A_2 0 C I 0 E E _ o H SITE DATA (NEXTEL PARCEL) TOTAL EXISTING IMPERVIOUS SURFACE ----- 229 SQ. FT. TOTAL PERVIOUS SURFACE-------- ---- 1336 SQ. FT. € PROPOSED IMPERVIOUS SURFACE-------- 246 SQ. FT. 0 o TOTAL LEASE PARCEL---------------- 427 SQ. FT. w x -I 00 _ 2 02/28/07 REISSUED FOR PERMIT E- I 1 10/28/05 REISSUED FOR PERMIT \ 41. 0 09/29/05 ISSUED FOR PERMIT - \ - ° A 07/27/05 ISSUED FOR CLIENT REVIEW 2'-0" } 0) x / 0) No. Date Action o N x Ir MORRISON 0 4'-0" x HERSHFIELD x C- Two South Uni emityLDrive, Suite 245, , x Tel: 954.577.4655 Fax 954.577.4656 :I State of Florida CO# 00008508 www.morrisonhershfield.com x X PROPOSED C. 4'-0" X 4'-0" CONIC. STOOP Client I 12'-4 0SEE A/S-1. PO X Sprint. I X x x x x X x x X x X x x Tolietherwith NEXTEL 851 TRAFALGAR COURT L� SURE 300 E MAITLAND, FL 32751 PROPANE TANG NK Project: PROPOSED H -FRAME, SEE DETAILS SANFORD SOUTH 28'-6" 22'-0" A/E-5 AA/E-5. FL -3060 C 2921 ORLANDO DRIVE PROPOSED CHAIN LINK SANFORD, FL 32773 EXISTING FENCE EXTENSION TO H -FRAME 50'-6" MATCH EXISTING Drawing Title: EXISTING CHAIN PORTION OF EXISTING q�de� COMPOUND PLAN ' LINK FENCE FENCE TO BE REMOVED (TYP') EXISTING UTILITY POLE PROPOSED CABLE EXISTING H -FRAME WITH METER SUPPORT BRIDGE SEE Project No. DETAIL A/A-6 EXISTING EQUIPMENT ON 705300000 FL -3060 C CONCRETE PAD Deelgner. Dote ' CC 09-23-05 i . DDrra, RD Checked�B`ye: JIG RJ PM Review: COeto' APPrR�aa� JB "k q COMPOUND PLAN TRUE NORTH .Rd. No. A-3 SCALE: 1/4"=1'-0" BASED ON 22x34 PAPER SIZE)O Ev A-3 SCALE: 1/8"=l' -O" BASED ON 11x17 PAPER SIZE) c 2 3 4 5 6 SALGB� DNu , s=L _ COMPOUND NOTES - - DO NOT SOALE DRAWINGS DONT =RMUST VERIFY ALL D-SIDNsANO ADVISE ems -OF ERRORS OR OMISSIONS. ND -NS OR M00IFICATION$TD wORK SHOWN SHALL BE IMPLEMENTED- PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE . 1. WORK OUTSIDE OF THE PROPERTY LINE INCLUDED IN THIS - LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF M ,SON HERSHFIELD NOR THEt HNEITHER -,SON HERSHFIELD NOR THE ARCHITECT WILL SET OF DRAWINGS SHALL BE, BUT NOT LIMITED T0, EXIST. CONI. PAD PROPOSED 11'-6'x 20'-0' BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. DRIVEWAYS, SODDING TO ASPHALT LINE AND UTILITY TO BE REMOVED STATE OF FLORIDA CONNECTIONS. APPROVED SPRINT/NEXTEL 2. EXISTING TREES WITHIN CONSTRUCTION FOOTPRINT SHALL EQUIPMENT SHELTER (SUBMIT SHOP DRAWINGS) BE REMOVED AND PROPERLY DISPOSED OF. CONTRACTOR SHALL PROCURE PERMIT PRIOR TO REMOVAL. EXISTING 12'-0" WIDE GATE REFER TO SHEET A-5 AND S-1. TO TENNA BE REMOVED PROPOSED GPS ANP�yy ' TE _ 3. CONTRACTOR AND SUB -CONTRACTORS SHALL VERIFY ALL AND RELOCATED (IYP. OF 4) SEE DETAIL PROPOSED SPRINT/NEXTEL �'� g D UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO A/A-5 LEASE AREA SUBMITTING BID AND PROCEEDING WITH WORK. IT IS (APPROX. 427' SQ. FT.) RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND EXISTING EQUIPMENT 47'-4" 8 2007 VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITING BID AND PROCEEDING WITH WORK. ON CONCRETE PAD - W/CABLE SUPPORT 4. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND BRIDGE 21'-4" 26'-0" MO RRISO I E IELD CORF . ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 PROPOSED LOCATION P.S.F. IF OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY / FOR 12'-0` WIDE RELOCATED GATE ARCHITECT BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE ` \ OF THE SUPPORTING GROUND, BUT DOES NOT X X x�-x x x x --x X x 6ER RR w NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE \ \ s REGISTE DARCHITECT STATE OF FLORIDA FOUNDATION MOVEMENTS: \ \ \ AR92624 5• BURY PHONE, AND. ELECTRIC SERVICE NO LESS THAN 18" BELOW FINISH GRADE WITH 1'-0" RADIUS SAND BACKFILL % — \ \ } — � \ I 5 AROUND PIPES. COORDINATE W/ ELECTRICAL DRAWINGS. �/ \ o 6. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. E E _ o H SITE DATA (NEXTEL PARCEL) TOTAL EXISTING IMPERVIOUS SURFACE ----- 229 SQ. FT. TOTAL PERVIOUS SURFACE-------- ---- 1336 SQ. FT. € PROPOSED IMPERVIOUS SURFACE-------- 246 SQ. FT. 0 o TOTAL LEASE PARCEL---------------- 427 SQ. FT. w x -I 00 _ 2 02/28/07 REISSUED FOR PERMIT E- I 1 10/28/05 REISSUED FOR PERMIT \ 41. 0 09/29/05 ISSUED FOR PERMIT - \ - ° A 07/27/05 ISSUED FOR CLIENT REVIEW 2'-0" } 0) x / 0) No. Date Action o N x Ir MORRISON 0 4'-0" x HERSHFIELD x C- Two South Uni emityLDrive, Suite 245, , x Tel: 954.577.4655 Fax 954.577.4656 :I State of Florida CO# 00008508 www.morrisonhershfield.com x X PROPOSED C. 4'-0" X 4'-0" CONIC. STOOP Client I 12'-4 0SEE A/S-1. PO X Sprint. I X x x x x X x x X x X x x Tolietherwith NEXTEL 851 TRAFALGAR COURT L� SURE 300 E MAITLAND, FL 32751 PROPANE TANG NK Project: PROPOSED H -FRAME, SEE DETAILS SANFORD SOUTH 28'-6" 22'-0" A/E-5 AA/E-5. FL -3060 C 2921 ORLANDO DRIVE PROPOSED CHAIN LINK SANFORD, FL 32773 EXISTING FENCE EXTENSION TO H -FRAME 50'-6" MATCH EXISTING Drawing Title: EXISTING CHAIN PORTION OF EXISTING q�de� COMPOUND PLAN ' LINK FENCE FENCE TO BE REMOVED (TYP') EXISTING UTILITY POLE PROPOSED CABLE EXISTING H -FRAME WITH METER SUPPORT BRIDGE SEE Project No. DETAIL A/A-6 EXISTING EQUIPMENT ON 705300000 FL -3060 C CONCRETE PAD Deelgner. Dote ' CC 09-23-05 i . DDrra, RD Checked�B`ye: JIG RJ PM Review: COeto' APPrR�aa� JB "k q COMPOUND PLAN TRUE NORTH .Rd. No. A-3 SCALE: 1/4"=1'-0" BASED ON 22x34 PAPER SIZE)O Ev A-3 SCALE: 1/8"=l' -O" BASED ON 11x17 PAPER SIZE) c 2 3 4 5 6 SALGB� DNu , s=L _ 9 NEXTEL POLYPHASER PROTECTOR LOCATED WITHIN 1'-0" OF N LINE ANTENNA NOTES- -- SPECIFICATIONS - -�� . N. — Imo- ----�+ I I I FLRLAN � C - DO NOTSGLE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR- OMISSIONS. NO VARIATIONS OR MODIFIGTON3 TO WORK SHOWN SHALL BE IMPLEMENTED —.UT PRIOR WRRTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ANTENNA SECTOR 1. SEE DRAWING A-2 FOR SITE LAYOUT. 2, ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA TRUE 2921 CABLES SIZE 18 -ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED SECTOR A ARE SUPERSEDED6Y THE LATESTR ...N ALL DRAWING. AND SPECIFICATIONS REMAIN THE PROPERTY OF 3' DECIBEL- SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR, NORTH _ ON THESE PLANS, CABLE LENGTHS LISTED ARE 4 SECTOR B NO ISDN HERIH—D CORPORATION. NEITHER MO ERSHFIE- N rHE AO T R 3' DECIBEL ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL 90' APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR 1-5/8" PRODUCT MANUFACTURER DESCRIPTION SECTOR C SE O —DING PRONOINJl R EW THIS PROJECT. 3 DECIBEL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SECTOR "A" AZIMUTH '130' NUMBER 4 LENGTHS REQUIRE . CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH 30 TOWER PROFILE VALMONT OR EQUAL B2809 OR EQUAL VALMONT LOW PROFILE PLATFORM MTS OR EQUAL MT -194 RING MOUNT - -- _ THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED RX - A 11,11117% or wccTr►A FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED ' OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER WISED 'NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL PROPOSED SbRINT/NEXTEL 90'-0" R.C. OF ANTENNA n 3: THE CONTRACTOR SHALL FURNISH ALL CONNECTION ANTENNAS ABOVE GRADE % ruNTED HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL SECTOR "C" AZIMUTH 4. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. 270• QQ 7 CONTRACTOR SHALL VERIFY NORTH .AND NOTIFY CONSULTANT RX OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. :R FIELD CORP NICO IkGSTER $, THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 7. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT' AS SECTOR "B" AZIMUTHBERT - - Rv OARCHITECT " POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. 150• RX STATE OF FLORIDA OF 8" RADIUS AR92824 8. FOR GROUNDING TO BUILDING FRAME & HATCH PLATE r ANTENNA ORIENTATION GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED g PROPOSED COAX 6 5 CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL A-4 NOT TO SCALE w ROUTED OUTSIDE 9. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS & p TOWER CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN o1 4 ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY b w DEARBORN CHEMICAL COMPANY. 00 3 a 2 02/28/07 REISSUED FOR PERMIT 10. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR 0 0 az DAMAGED BY REMOVING ANY EXISTING RUST AND APPLYING z o C COLD GALVANIZATION. U~ 1 10/28/05 REISSUED FOR PERMIT x (2) ANDREW UNIVERSAL ROUND MEMBER 11: ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED w z SUPPORT BRACKET (PART# RM-USBG) 0 09/29/05 ISSUED FOR PERMIT SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR O W/ANDREW WRAP LOCK BANDING KIT q A 07/27/05 'ISSUED FOR CLIENT REVIEW THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS (PART# WL -BG) (10'-0" O.0 MAX/TYP) LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE MONOPOLE TOWER VERIFY DIA. AND SNAP -IN ANGLES) (12 PER BRACKET NoDate Action I ROUTING DETAILS' OF THE SUPPLIED STRUCTURAL REPORT. OF SHAFT PRIOR TO . 12, THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE ORDERING PLATFORM . RESPONSIBLE FOR PERFORMING AND SUPPLYING THREE (3) PROPOSED CABLE SUPPORT BRIDGE �. TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). 2.3/8" O.D. GALV, M O R R I S O N THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS PIPE X 66 LONG HERSHFIELD NxIm AND PARAMETERS OUTLINED BY THE NEXTEL RADIO ��. FREQUENCY THRU ENGINEER. THIS TEST SHALL BE PROPOSED Two South University Drive, suite 245, PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. (1) 1 1'-6". X 20'-0" STATE—OF—FLORIDA Plantation, FL 33324 n COPY TO BE PLACED IN SHELTER. - APPROVED SPRINT/NEXTEL Tel 954.577.4655 Fax: 954.577.4656 State Florida co# 00006506 11 THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE EQUIPMENT SHELTER (SUBMIT SHOP of www.morrisonhershfield.com RESPONSIBLE FOR PERFORMING AND SUPPLYING NEXTEL DRAWINGS) WITH THREE TYPE WRITTEN TIME DOMAIN REFLECTOMETER PROPOSED CHAIN TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER LINK FENCE (T0 Client: DAMAGE. MATCH EXISTING) 14. VAPOR WRAP- WILL BE USED TO SEAL ALL CONNECTIONS. EXISTING CHAIN LINK FENCE print* 15. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN NEW LOW PROFILE s: ® TRANSMISSION LINE WILL BE 1/2" DIA, AND SHALL PLATFORM KIT BY " Togetherwith NEXTEL B NOT GEED 6`-0" VALMONT" OR EQUAL 851 TRAFALGAR COURT - - SUITE 300 E - 16. CONTRACTOR TO REFER TO, THE EBTS AS A FINAL APPROVAL MAMIAND, FL 32751 f FOR ANTENNAS HEIGHT. s Project: 17.ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED ATA I r ICeniGnQn enl rru NEXTEL POLYPHASER PROTECTOR LOCATED WITHIN 1'-0" OF /� qp ®� SPECIFICATIONS U U -�� . N. — Imo- ----�+ I I I FLRLAN � C I THE EQUIPMENT SHELTER. ANTENNA SECTOR PRODUCT SPECIFICA 9 I®14S MECHANICAL DOWN TILT MAKE ANTENNA RADIATION MODEL - QTY CENTER 2921 CABLES SIZE 18 -ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED SECTOR A 30' 3' DECIBEL- DB846F65ZAXY 4 ORLANDO DRIVE SANFORD, FL 32773 130' ON THESE PLANS, CABLE LENGTHS LISTED ARE 4 SECTOR B 150' - 3' DECIBEL - DB846F65ZAXY 4 90' APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR 1-5/8" PRODUCT MANUFACTURER DESCRIPTION SECTOR C 270' 3 DECIBEL Drawing Title: FABRICATION DUE TO FIELD CONDITIONS ACTUAL CABLE '130' NUMBER 4 LENGTHS REQUIRE . CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. - TOWER PROFILE VALMONT OR EQUAL B2809 OR EQUAL VALMONT LOW PROFILE PLATFORM MTS OR EQUAL MT -194 RING MOUNT - -- _ 19 Al I WAIN CAF21.17c wu I ar rnl OR r0n17n AT 1701 IP - A 11,11117% or wccTr►A LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) AT THE VERIFY DIAMETER OF TOWER W/ TOWER MANUFACTURER r1114v rXr ,a I 13 I GM I BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVE TBS = TBD BY SITE q TOWER ER PROFILE T MOUNT T 7� 7 7 DESIGN PLAN. � GUIDE ENTRY PORT' (AT THE SHELTER/CABINET WALL), D) C ANTENNA MO lJ N 1 LlE 1 AIL A-4 NOT TO SCALE ANTERIOR OF THE SHELTER/CABINET: 20 -ALL MAIN CABLES WILL BE GROUNDED AT: A) AT THE IL4 NOT TO SCALE Project No. ANTENNA MOUNTING PIPE, B) MIDDLE OF THE CABLE RUN IF NOTENO WORK SHALL705300000 FL -3060 C OVER 200', C) -PRIOR TO ENTERING EQUIPMENT SHELTER/CABINET (WITHIN 1' OF ENTRY). 21.PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 22,PROVIDE. A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET. COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER & FOUNDATION DESIGN DOC,WNTS (SIGNED AND SEALED) PROVIDED BY OTHERS UNDER SEPARATE COVER. DinerDote- A CC 0 23'° CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER STRUCTURAL ANALYSIS SUPPLIED Dram By. bheEkeB�By BY SPRINT/NEXTEL AND MODIFY IF REQUIRED ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED JG, RD ,r(iIRcLNW STRUCTURAL REPORT PRIOR TO INSTALLATION OF ANTENNAS AND COAX. PM Review , l �etI j- JB��'x r,SA l CONTRACTOR .SHALL PROVIDE PROPER RING MOUNT, ALL MOUNTING PIPES, ALL ATTACHMENT PLATES AND .; - o BOLTS REQUIRED FOR PROPER AND COMPLETE INSTALLATION, SUBMIT SHOP DRAWINGS FOR APPROVAL, I No kp Drawing No � COORDINATE ANTENNA ATTACHMENT W/TOWER ANALYSIS REPORT DONE BY MORRISON HERSHFIELD. W 2 THIS INFORMATION Is BASED ON RF 'CONFIGURATION BY RF ENGINEER BEN KEssIE oATEo:05/11/2005 CONTRACTOR J0 VERIFY ANTENNA TYPE; RAD CENTER, AZIMUTH, DOWN TILT AND CABLE TYPE PRIOR TO q_4 -3 CONSTRUCTION WITH CONSTRUCTION MANAGER. 2 3 4 5 6 EBTS SPECIFICATIONS ANTENNA SECTOR AZIMUTH IN DEGREES MECHANICAL DOWN TILT MAKE ANTENNA RADIATION MODEL - QTY CENTER LENGTH CABLES SIZE OTY SECTOR A 30' 3' DECIBEL- DB846F65ZAXY 4 90' 130' 1-5/8" 4 SECTOR B 150' - 3' DECIBEL - DB846F65ZAXY 4 90' 130' 1-5/8" 4 SECTOR C 270' 3 DECIBEL - DB846F65ZAXY 4 90'' '130' 1-5/8'. - 4 COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER & FOUNDATION DESIGN DOC,WNTS (SIGNED AND SEALED) PROVIDED BY OTHERS UNDER SEPARATE COVER. DinerDote- A CC 0 23'° CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER STRUCTURAL ANALYSIS SUPPLIED Dram By. bheEkeB�By BY SPRINT/NEXTEL AND MODIFY IF REQUIRED ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED JG, RD ,r(iIRcLNW STRUCTURAL REPORT PRIOR TO INSTALLATION OF ANTENNAS AND COAX. PM Review , l �etI j- JB��'x r,SA l CONTRACTOR .SHALL PROVIDE PROPER RING MOUNT, ALL MOUNTING PIPES, ALL ATTACHMENT PLATES AND .; - o BOLTS REQUIRED FOR PROPER AND COMPLETE INSTALLATION, SUBMIT SHOP DRAWINGS FOR APPROVAL, I No kp Drawing No � COORDINATE ANTENNA ATTACHMENT W/TOWER ANALYSIS REPORT DONE BY MORRISON HERSHFIELD. W 2 THIS INFORMATION Is BASED ON RF 'CONFIGURATION BY RF ENGINEER BEN KEssIE oATEo:05/11/2005 CONTRACTOR J0 VERIFY ANTENNA TYPE; RAD CENTER, AZIMUTH, DOWN TILT AND CABLE TYPE PRIOR TO q_4 -3 CONSTRUCTION WITH CONSTRUCTION MANAGER. 2 3 4 5 6 SHELTER ,REFERENCE NOTES " - - - - DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADV SE CONSDLTAN SDF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONSTO WORK SHOWN SNALL.SE IMPLEMENTED WITHOUT PRIOR WRRTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED ffY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPER- OF IVIO NEITHER MORRISON HERSHFIE— NOR THE ARCHITECT- RCHITECT WILL 8E SE RRWAD NG CONSTRUCTIONISON REVIEW - SECURITY LIGHT BY SHELTER MANUFACTURERSTATE F2) OF FLORIDA APPROVED OF S -ECT. HOOD @ DOORS (PROVIDED W/ BLDG. INSTALLED BY G.C.) PREFAB SHELTER—SUBMIT O3 STEEL DOOR BY SHELTER MANUFACTURER SHOP DRAWINGS O4 GENERATOR PLUG LOCATION O5 BLANK ENTRY PANEL T E 4" TELCO ENTRY LOCATION O7 SHELTER. LIFTING AND TIE DOWN PLATES, SEE SHEET S-1 FOR DETAILS ® COAX ENTRY PORT. COORDINATE W/ SHELTER MANUFACTURER 11'-6" 20'-0" 3'-0" _ ZOO7 AND LAYOUT OF EQUIPMENT W/ NEXTEL WIRELESS O9 NEW CONCRETE STOOP. SEE SHEET S-1 !/2 A/c A/c °o$ 5 A/c 11 ��J?Rj', `' q ; Fj ELU CC 10 NEW CONCRETE FOUNDATION. SEE SHEET S-1 -EE 12 �y N 0 ERT RY - 11 2" POWER ENTRY ELBOW `�E 6 � 4 M REGI TER RCH ECT STATE OF FLORI A ARszaz4 12 HVAC (TYP. OF 2 UNITS) 0 12 FIN FLR OF SHELTER 5 1 D 0.00 GROUND LEVEL 4 7,_ 1., 3'-4" 3 9 2 02/28/07 REISSUED FOR PERMIT - 9'-0" 1 10/28/05 REISSUED FOR PERMIT -- - - - NOTE: SHELTER DRAWINGS ARE FOR REFERENCE ONLY. LEFT ELEVATION NOT TO SCALE - FRONT ELEVATION NOT TO SCALE - 0 09/29/05 ISSUED FOR PERMIT A 07/27/05 ISSUED FOR CLIENT REVIEW No.1 Date Action FOR SHELTER DESIGN SPECIFICATIONS, REFER TO MANUFACTURER'S DRAWINGS MORRISON GPS ANTENNA HERSHFIELD ►�L� ffit% TYPE (N) FEMALE CONNECTOR FOR REQ'D DISTANCE CONFIRM - - Two South University Drive, Suite 245, W/CONST. MGR. - - .Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 ANTENNA MOUNT State of Florida COO 00008508 (TYP. OF 4) BOTTOM OF ANTENNA www.morrisonhershfield.com - CONNECTOR TOP OF ROOF Client: \ SpI"1Ctt - SHROUD - Togetherwith NEXTEL FOR WATERPROOFING f1' HILTI GRIP STRUT NUT 851 TRAFALGAR COURT SUITE 300 E USE STANDARD MI 20'-0" MAITLAND, FL 32751 METHODS DO NOT USE Project: FORD SOUTH SANFL--3 COLD SHRINK BUTTERFLY HANGER_______ THREADED ROD 60 C 2921 ORLANDO DRIVE GPS COAX CABLE UNISTRUT HILTI NO. MS -41 SECURED TO SHELTER WALL 5 FM 12 SANFORD, FL 32773 7/8" BUTTERFLY / HILTI GRIP STRUT NUT /C Drawing Title: HANGER NOTES: CONTRACTOR TO �4�—, `'' Z/ O� SHELTER GALV. STEEL PIPE PROVIDE LOCK NUT ON EA. g ❑ \ MAST END OF 3/8" THREADED � 1'-2" ELEVATIONS NOTES;,' ROD — ONE TO 7/8" N 7 FIN FLR OF SHELTER ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BUTTERFLY AND ONE TO BE FURNISH BY NEXTEL COMMUNICATIONS AND INSTALLED BY ANTENNA CONTRACTOR. HILTI NUT CONTRACTOR TO PROVIDE 4" '_8 Prom No.ALL WEATHER STRIPPING KITS SHALL BE LOCK WASHERS UNDER EACH LOCK NUT 0'-0" GROUND LEVEL 705300000 FL -3060 C SUPPLIED AND INSTALLED BY ANTENNA CONTRACTOR: DesicA�r: CC Dam 09-23-054 VERIFY GPS AND MOUNT SHAPE OF TWO). VERIFY DIRECTION OF SATELITE FOROR CLEAR VIEW. RIGHT ELEVATION BACK ELEVATION Drawn Br. ��, RD ch� SRL �3'v4s�w�� NOT TO SCALEPIA NOT TO SCALE Review. Crent Approla' JIB, All No: $Ir_i in No. A . A GPS ANTENNA DETAIL A-5 NOT TO SCALE Z A 2 3 4 5 6 SCALE IS B SC Ou 13- R 3a- �D� SIZE E 0 0 GO NOT SCALE DRAWINGS. CONTMCTOR MUST VERIFY ALL b E-ORS OR CANOPY ANGLE VALMONT — PN B1117 NOTE: DMSSSSias opvIAnOT�'isso�"allo` II—ONISTTowORK SECTORIZED CONFIGURATION SHOWNS-BEIMPLEMENTEOw—DUTPRIORWRITTEN In CABLES .INSIDE VIEW 1. CUT RODS 2" BELOW BOTTOM APPRovw ALLPREVIOUSSSUESOFTHISD—NGARE (VERIFY CABLE DIA. W/EBTS PLATE & COVER W/ RUBBER CAP AND SPECIFICATIONS REMAIN THE.PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER N 6508 SPECS SHEET. A-4) 2. #3 NOT PRESENT IN OMNI 9EPROVODIIaoHERSHTFIIELDNORON EVIEwo-FT I PaoEci.NN MIN 1 GA. BRIDGE CHANNELS VALMONT - N 82734 & PN 158349 CONFIGURATIONELLULAR AND MICROWAVE CABLES 1 RED 1 BLUE 1 GREEN 1 BROWN TRAPEZE SUPPORT VALMONT - PN 81889 _ TRAPEZE - INSIDE FRONT VIEW w,. 1 -5/8 UNISTRUT Ln z 3 1/2" DIA. GALV. STEEL PIPE 1 5/8" 0 VALMONT PN 8273 (HEIGHT VARIES (TYP.) TE o �j au 2 RED 2 BLUE 2 GREEN 2 BROWN HIND CUT AS REQUIRED) MAX. 10'-0" O.C. O J TM N C n7 }r ,1 0, O O O O �oU( VALMONT "X"— BRACING KIT — PN 3 RED 3 BLUE 3 GREEN 3 BROWN EBTS EBTS IV dRR1- 1 x,? L IELD CO 81468 I SLOPE TOP OF FOUNDATION (TYP.) ? .n 10 2 2 2 2 BE d RYLARA O O O O REGISTERED ARCHITECT STATE OF FLORIDA FINISHED GRADE AR92824 1/2" THREADED ROD 6 I-II -I y r ,i . . -IIIII-III III -11 III 18"0 x 48" DEEP 3 3 3 3 o iI1t -11 I CONCRETE FOUNDATION 0 00 O Q O O O O 5 II I1 LII - (AUGURED)( TYPICAL) 4 1 GPS -1 GPS -2 3 11 L �II 11- NOTES L III- -II * CONNECT EACH SUPPORT LEG NOTE: 1. ALIGN HOLES IN CUSHION GPS -3 GPS -2 4 4 O 4 O 4 2 02/28/07 REISSUED FOR PERMIT LI -li l-lll —111111' TO GROUND LOOP. (CADWELD) AS SHOWN (3 YELLOW) (2 YELLOW) O O O O 1 10/2e/os REISSUED FOR PERMIT * ALL STEEL PLATES, BOLTS, AND 2. PLUG EMPTY HOLE GPS -4 GPS -1 PIPE TO BE GALVANIZED AFTER (4 YELLOW) (1 YELLOW) T� c O 09/29/05 ISSUED FOR PERMIT *GROUNDEACH LEG OF CABLE AN CABLE SUPPORT POLYPHASER A 07/27/05, ISSUED FOR CLIENT REVIEW SUPPORT RACK (SEE ELECTRICAL COAX ENTRY PORT DETAIL rA�BRIDGE SECTION DRAWINGS) (INSIDE VIEW) RACK DETAIL No. Date Action * USE VALMONT PARTS OR 6 A-6 NOT TO SCALE APPROVED EQUAL A-6 A-6 NOT TO SCALE NOT TO SCALE MoRRISON MA9 HERSHFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 State of Florida CO# 00008508 www.morrisonhershfield.com Client Sprint Togetherwith NEXTEL p 851 TRAFALGAR COURT B SUITE 300 E MAITLAND, FL 32751 Project: SANFORD SOUTH FL -3060 C 2921 ORLANDO DRIVE SANFORD, FL 32773 Drawing Title: DETAILS Project No. 705MOODO FL -3060 C _ Designer. Date; A cc 09� 2" `os Drawn By. map �K �Ired� BY "q JG. RD PM- R&e!r v' ca pp • I _. a Drawl nq No. p 2 E A-6 3 1 2 3 4 I W NDT SGLE DRAWINGS. OONTRACTOR MUST VERIFY ALL OMENSIONSAND ADVLSECOS ORMNTF ANYERRORS OR OMISSIONS. NO VARIATIONS OR MODIFIGTIRIO TO WORK STRUCTURAL GENERAL NOTES „'_6�� SNOWNSIW.LBEIMPIEMENTEDWfi110UTPRIORWRfTTEN s E 0 INCHES CONCRETE: 3___ CONCRETE CAST AGAINST AND REINFORCING STEEL PERMANENTLY EXPOSED TO EARTH 6" THK. 1. ALL CONCRETE SHALL BE 4000 PSI MIN. IN 28 O WEATHER: DAY AND ALL WORK SHALL CONFORM TO ACI 318, 1. REINFORCING BARS: ASTM A615, GRADE 60, #6 THROUGH #18 BARS 1-1/2-- PAY CODE REQUIREMENTS FOR REINFORCED DEFORMED BARS. WITH "DUR-O-WALL" REBAR POSITIONERS, OR CONCRETE NOT EXPOSED TO CONCRETE " AND TO THE PROJECT WEATHER OR IN CONTACT WITH DOWNWARD SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN C) SLABS AND WALLS FLAT SHEETS ONLY. VERTICAL PLACEMENT #14 AND #18 BARS 1 ___ 2. READY -MIX CONCRETE SUPPLIERS TO BE TOLERANCE TO BE 3/8 INCH. IN SLABS WHERE REINFORCING IS SHOWN IN ONE COLUMNS NRMCA-CERTIFIED. PRIMARY REINFORCEMENT, 3 3. REINFORCING STEEL TO BE DETAILED, FABRICATED, DIRECTION ONLY, PROVIDE INDICATED 3. ALL CONCRETE IS TO BE NORMAL DENSITY BENT AND PLACED IN ACCORDANCE WITH THE ANCHOR DETAIL SHELTERTEMPERATURE L CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES. CRSI MANUAL OF STANDARD PRACTICE AND ACI PREFAB SHELTER WALL & FLOOR SYSTEM MO RISOND CORP MAXIMUM AGGREGATE SIZE 3/4 INCH. 315. I ANCHOR PLATE CONNECTOR (265053-1) PRINCIPAL REINFORCEMENT.A DOWN FOOTING w/ 2-#5. 4. NO ADDITIONAL WATER SHALL BE ADDED TO THE 4. THE CONTRACTOR SHALL FABRICATE ALL N 1 CONCRETE AT THE JOB SITE. REINFORCEMENT AND FURNISH ALL ACCESSORIES, TRUBOLT WEDGE ANCHOR (STAINLESS STEEL) A ELT BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS HORIZ ® EDGE (TYP.) N 15/16" 0 HOLE (6-1/4" MIN. CONC. 5. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES. NECESSARY TO SECURE THE REINFORCEMENT SEE DETAIL D/S-1 UNLESS INDICATED OTHERWISE. AR92e24 SCALE: 1/8 =1 -0 (BASED ON 11x17 PAPER SIZE) 6• HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. 5. WHERE INDICATED, REINFORCING BARS SHALL BE 7. REINFORCING OF ALL CONCRETE MEMBERS SHALL WELDED IN ACCORDANCE WITH AWS D1.4 07/27/05 ISSUED FOR CLIENT REVIEW HAVE THE FOLLOWING CLEAR CONCRETE COVER: "STRUCTURAL WELDING CODE - REINFORCING s E 0 INCHES IN REINFORCED MASONRY WALLS, COLUMNS AND 3___ CONCRETE CAST AGAINST AND F_- - - - PERMANENTLY EXPOSED TO EARTH 6" THK. CONCRETE EXPOSED TO EARTH OR O WEATHER: 2_-_- #6 THROUGH #18 BARS 1-1/2-- #5 BAR OR SMALLER WITH "DUR-O-WALL" REBAR POSITIONERS, OR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH DOWNWARD GROUND: C) SLABS AND WALLS 1-1/2__ #14 AND #18 BARS 1 ___ #11 BAR AND SMALLER IN SLABS WHERE REINFORCING IS SHOWN IN ONE COLUMNS 1-1/2__ PRIMARY REINFORCEMENT, 3 TIES, STIRRUPS, SPIRALS STEEL . o IN REINFORCED MASONRY WALLS, COLUMNS AND APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE UTEST REVISION. ALL DRAWINGS ANO SPECIFIGTIONS REMAIN THE PROPERTY OF NORRISON HERSH-D CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONS RUCT ON REV EW OF THIS PROJECT. EXP. JOINT F_- - - - 6" CONCRETE SLAB 6" THK. O CONCRETE aI STOOP W/ - WITH "DUR-O-WALL" REBAR POSITIONERS, OR 1 " PITCH #5 X 60" L ® TOP OF DOWNWARD C) SLAB & BENT 18" c 4 EDGE SPACED 24" O.C. IN SLABS WHERE REINFORCING IS SHOWN IN ONE • VERIFY DOOR LOCATION W/ SHELTER MANUF. DRAWINGS. oI 3 7 FEB6�;TER DIRECTION ONLY, PROVIDE INDICATED PREFABRICATED BUILDING LINE & SLAB EDGE IN REINFORCED MASONRY WALLS, COLUMNS AND APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE UTEST REVISION. ALL DRAWINGS ANO SPECIFIGTIONS REMAIN THE PROPERTY OF NORRISON HERSH-D CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONS RUCT ON REV EW OF THIS PROJECT. W/MFR. (TYP. ® 4 LOCATIONS) 6 6" CONCRETE SLAB BEAMS, REINFORCING SHALL BE HELD IN PLACE REINF. w/6x6-W2.9xW2.9 5 WWF WITH "DUR-O-WALL" REBAR POSITIONERS, OR #5 X 60" L ® TOP OF 11"RNNTEU SLAB & BENT 18" 4 EDGE SPACED 24" O.C. IN SLABS WHERE REINFORCING IS SHOWN IN ONE • VERIFY DOOR LOCATION W/ SHELTER MANUF. DRAWINGS. AT PERIMETER 3 7 FEB6�;TER DIRECTION ONLY, PROVIDE INDICATED ANCHOR DETAIL SHELTERTEMPERATURE L 2 PREFAB SHELTER WALL & FLOOR SYSTEM MO RISOND CORP O DATIO PLANS 1'-9"x2'-0" TURNED ANCHOR PLATE CONNECTOR (265053-1) PRINCIPAL REINFORCEMENT.A DOWN FOOTING w/ 2-#5. AND (2) 3/4"0 x 8" RAMSET/RED HEAD 1 ® BOTTOM AND 2 #5 TRUBOLT WEDGE ANCHOR (STAINLESS STEEL) A ELT - HORIZ ® EDGE (TYP.) N 15/16" 0 HOLE (6-1/4" MIN. CONC. STATE OF FLORIDA SEE DETAIL D/S-1 EMBEDMENT) FURNISHED BY PREFAB. BLDG. � MFR AND INSTALLED BY CONTRACTOR COORD AR92e24 SCALE: 1/8 =1 -0 (BASED ON 11x17 PAPER SIZE) 6. IN REINFORCED MASONRY WALLS, COLUMNS AND W/MFR. (TYP. ® 4 LOCATIONS) 6 BEAMS, REINFORCING SHALL BE HELD IN PLACE 5 WITH "DUR-O-WALL" REBAR POSITIONERS, OR APPROVED EQUAL, PRIOR TO GROUTING. CONCRETE FOUNDATION 4 7. IN SLABS WHERE REINFORCING IS SHOWN IN ONE • VERIFY DOOR LOCATION W/ SHELTER MANUF. DRAWINGS. 3 DIRECTION ONLY, PROVIDE INDICATED ANCHOR DETAIL SHELTERTEMPERATURE L 2 02/28/07 REISSUED FOR PERMIT REINFORCEMENT AT 90 DEGREES TO O DATIO PLANS PRINCIPAL REINFORCEMENT.A 1' U IN N -1 SCALE: 1 1�2"=1'-0" (BASED ON 22x34 PAPER SIZE) 1 LAP SPLICES: S-1 SCALE: 1/4;=1;-0;; (BASED ON 22x34 PAPER SZE) SCALE: 3/4 =1'-0" (BASED ON 11x17 PAPER SIZE) t0/za/os REISSUED FOR PERMIT8. 0 09/29/05 ISSUED FOR PERMIT SCALE: 1/8 =1 -0 (BASED ON 11x17 PAPER SIZE) a) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES A 07/27/05 ISSUED FOR CLIENT REVIEW FOR APPROVAL. No. Date Action b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. c) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS U.N.O. WELDED WIRE MESH - MINIMUM LAP 8MORRISON I IINCHES, OOn, IN MEASURED BETWEEN OUTERMOST HERSHFIELD CROSS -WIRES OF EACH SHEET. - - Two South University Drive, Suite 245, 9. ENSURE THAT A MINIMUM OF 2 - #5 BARS ARE Plantation, FL 33324Tel, PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY 954.577.4655 Fax: 954.577.4656 ADJUSTING BAR LENGTHS OR PROVIDING state of Florida COS D 8 ADDITIONAL TOP/BOTTOM EDGE BARS AS www.mor sonhershfield.com d.com REQUIRED. Client: 8. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM 10. PROVIDE 1 - #5 NOSING BAR FOR ALL SILLS, BEARING LENGTH OF 4 INCHES FOR ALL LEDGES, CURBS, PADS AND STEPS UNLESS print! e REINFORCED CONCRETE SLABS. OTHERWISE INDICATED. 5 Togetherwith NDM 9. PROVIDE CHAMFERS, REVEALS, REGLETS, 851 TRAFALGAR COURT B RECESSES AND THE LIKE AS SHOWN ON THE SUITE300 E ARCHITECTURAL OR STRUCTURAL DRAWINGS. MAITLAND, FL 32751 5 FOUNDATIONS: �I 10. NO HOLES OR SLEEVES SHALL BE MADE 1. SHELTER ON ALLOWABLE BEARING PRESSURE Project: 3 THROUGH CONCRETE WORK OTHER THAN THOSE USED IN DESIGN 2000 PSF. SANFORD SOUTH INDICATED ON THE STRUCTURAL DRAWINGS FL -3060 C WITHOUT THE APPROVAL OF THE STRUCTURAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL 6x6-W2.9xW2.9 WWF 2921 ORLANDO DRIVE ENGINEER. FOUNDATION CRITERIA 1/2" PREFORMED EXPANSION JOINT SANFORD, FL 32773 SHALL BE VERIFIED BY SOIL ENGINEER IN 11. PROVIDE CAST -IN-PLACE CONCRETE FOR WRITING TO MORRISON HERSHFIELD PRIOR TO6x6-W2.9xW2.9 WWF PLACED AT 2" Drawing Title: MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING FABRICATION AND CONSTRUCTION. FROM TOP OF SLAB e BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, CURBS, PITS, #5 X 60" L ® TOP OF SLAB & BENT4" #57 WASHED STONE UNDERGROUND DUCTBANKS. DESIGN NOTES: BUILD UP AREA UNDER /[18" ® EDGE SPACED 24" O.C. AT MATERIAL ON LANDSCAPE FOUNDATION LAYOUT DESIGN DATA: STOOP WITH GRAVEL PERIMETER TOP CONC. SLAB WEED BARRIER ON WELL AND NOTES 12. ALL FORMWORK OFFSET TOLERANCES (PER ACI WIND SPEED 110 MPH AS PER ASCE 7 -OZ COMP. FILL `o - - x __X_ x - x - x - x - x - x - x - - 1 17) TO BE CLASS A. (3 SECONDS GUST) x - x - ____ ____� EXPOSURE C _ Ln \�\�\��\��\��\�\/\/ 2\\//\\///��% ° ,/�o 13. FLOOR SLAB TOLERANCE TO ASTM E1155: IMPORTANCE FACTOR 1,15 \i�\/ d ��\ \\/ I FINISH Project Pio SPECIFIED OVERALL MINIMUM VALUE OF FLATNESS/j:� //1 j�� N GRADE 705300000 FL -3060 C 6 FF=25 WITH LOCAL MINIMUM FF=17, AND MINIMUM DEAD LOAD: VALUE OF LEVELNESS FL=20 WITH LOCAL MINIMUM OLDCASTLE PRECAST SHELTER 95% DENSITY CLEAN & (2) #5 HORIZ AT EDGE CC 09-2FINISH GRADE Desgner. Data A= 3-,0 FL=15. MEASURE FL AND FF WITHIN 72 HOURS OF 11'-6"x20'-0" 49,000 Ibs COMPACTED FILL AND (2) #5 CONT. 0 BOTT Drawn gy ChecT�kt�ed' Cy' z SLAB CONSTRUCTION. 1'-g"(TYP.) JG, RD �RL��p� �►v 3 LIVE LOAD: FOUNDATIONS:_ % t SHELTER ROOF 60 PSF Revier crm,t -a SHELTER FLOOR 250 PSF FOOTING SHALL BEAR ON SOILS - SHELTER p 1. ALLOWABLE BEARING PRESSURE USED IN APPROVED FOR 2000 PSF ALLOWABLE _ BEARING PRESSURE. LECOND TIONONTRACTOR TO ?� ��b DESIGN 20A PSF. CONCRETE (28 DAYS): 4000 PSI C FOUlNDATIO SECTIO 8 ! No. 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION ALL OTHER CONCRETE 3000 PSI CRITERIA SHALL BE VERIFIED BY SOILS ENGINEER IN S-, / ( ) S . '� ; WRITING TO MORRISON HERSHFIELD PRIOR TO REINFORCING STEEL A615 GRADE 60 SCALE: 1/2"=1'-0" (BASED ON 22x34 PAPER SIZE) j 2 ' FABRICATION AND CONSTRUCTION. WELDED WIRE FABRIC A185 SCALE: 1 4"=1'-0" BASED ON 11x17 PAPER SIZE s 1 2 3 1 4 5 6�esEDNu xJ1 3=E GENERAL ELECTRICAL NOTES LEGEND DONOT SCALE DRAWINGS. CNTRACrOR MUBT VERIFY ALL DIMENSINS AND ADVISENLTANTS CSUOr ANV ERRORB OR OMI -NS. NO VARIATIONS OR MODIFICATINS TO WORK SHOWNS BEIMPLEMENTEDWRNWTPRIORWRRTEN 1. GENERAL 4. RACEWAYS AND BOXES. - SrMeoL DESCRIPTION -0- A� PREVIOUS SUPERSEDEDBYTHELATEISTUREVISION'ALLORAWI NGS CB CIRCUIT BREAKER 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH 1_ ALL CONDUIT SHALL BE UL LABELED. - AND SPECIFICATIONS REMAINTHE PROPERTY OF MORRtSD HERSHFIELDNORPTOHEAROHITECTw L THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS ❑p NON -FUSIBLE DISCONNECT SWITCH SE PROVIDING CONSTRUCr1N REVIEW OF TNIS PROJECT. EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. FUSIBLE DISCONNECT SWITCH SYSTEMS OF OTHER TRADES. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST -METAL BOXES SHALL CONFORM SURFACE MOUNTED PANEL BOARD 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. BE PERFORMED UNDER .THIS CONTRACT. TR TRANSFORMER 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND 5. GROUNDING KILOWATT HOUR METER COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES.DENOTES 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN -O CONDUIT TURNING UPBIN PLAN FRINTED 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE 'INSPECTION. ACCORDANCE WITH THE CURRENT REVISION NEC. -D DENOTES CABLE OR CONDUIT D 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN 2, GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS". TURNING DOWN IN PLAN VIEW ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT 1T AS FULLY OPERATIONAL TO THE JB JUNCTION BOX pp y� fJ 2 8 2007 SATISFACTION OF THE OWNER. - 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNT AND LOCAL CODES AND AGENT, SUCH AS NO-OX,-NOALOX, PENETROX OR KOPRSHIELD. P3 PULL BOX TO NEC/TELCO STANDARDS 7. O.S.H.A. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. - OHU OVERHEAD UTILITIES MC'RRISC� 4 0 �� "R �'I IE�.D CORP AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE -- UGT- UNDERGROUND TELCO UTILITIES INVOLVED. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. -- UGP- UNDERGROUND POWER 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST USE STAINLESS STEEL HARDWARE THROUGHOUT. CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN DENOTES REFERENCE NOTE RoeER ERR ARA ECISTE ARCHITECT SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. o EXOTHERMIC WELDCONNECTIONPROGRESS STATE OF FLORIDA OF THE PROJECT. AR92e24 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND ■ MECHANICAL CONNECTION (eg LUG, C -TAP) 6 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD, OF THE INSTALLATION OF THE CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND RESISTANCE. �I� GROUND ROD 5 CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE l -O GROUND ROD WITH INSPECTION SLEEVES 4 CONSULTANT. #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND T -T- GROUND BAR CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUSOF 3 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT PIN AND SLEEVE RECEPTACLE ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULT DURING THAT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE ---- GROUND CONDUCTOR 2 PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE BURIED GROUND RING. 02/28/07 REISSUED FOR PERMIT CONTRACTOR. -- C 1 10/28/05 REISSUED FOR PERMIT 9. BOND ALL EXTERIOR CONDUITS, .PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 0 09/29/05 ISSUED FOR PERMIT THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. A 07/27/05 ISSUED FOR CLIENT REVIEW CONTRACTOR. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. No. Date Action 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 11 ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED, ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE 2. BASIC MATERIALS AND METHODS GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS Dp jT �r ABBRE IATIONF7MORRISON 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL HOLUB LECTROSOL #15-501. WE, JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. V HERSHFIELD �►'�.�i 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING AFG ABOVE FINISHED GRADE 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS Two South University Drive, Suite 245, PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE BACKFILLED WITH SOIL. AIC AMPERE INTERRUPTING CAPACITY Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 13. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR BFG BELOW FINISHED GRADE State of Florida CO#00008508 www.mor6sonhershfield.com EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OF C CONDUIT 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER EQUIPMENT. CRGB CELL REFERENCE GROUND BAR Client: CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD 14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL CU COPPER CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY C/W COMPLETE WITH Spnnt DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND D.T.T. DRY TYPE TRANSFORMER Togetherwiffi NEXTEL ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT EC EMPTY CONDUIT 851 TRAFALGAR COURT B THE WORK TO THE CONDITIONS. $. OVERCURRENT & SHORT-CIRCUIT/GND FAULT PROTECTION (IF APPLICABLE) G GROUNDSUITE 300 E - - - MAITIAND, FL 32751 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC.GE 1- CONTRACTOR SHALL RECORD LOAD READINGS. WHEN SITE POWER ORIGINATES FROM A 30 GROUNDING ELECTRODE Project: 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SERVICE TO MONITOR & ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY. RECORDS GEC GROUNDING ELECTRODE CONDUCTOR SANFORD SOUTH SHELTER/CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT SHALL BE PROVIDED TO THE SITE/FACILITY OWNER, CONTRACTOR SHALL CONSULT GRC GALVANIZED RIGID CONDUIT FL -3060 C MOISTURE PENETRATION INTO BUILDING/SHELTER. MANUFACTURER'S PLANS, SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT MTS MANUAL TRANSFER SWITCH 2921 ORLANDO DRIVE LOCATION & INSTALLATION. ELECTRIC SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES & SANFORD, FL 32773 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR REGULATIONS OF THE UTILITY CO. ELECT. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH NEC NATIONAL ELECTRICAL CODE OF BUILDING. HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REQUIRED TO MATCH & 0/H OVERHEAD 8. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR EXCEED UTILITY CO. AVAILABLE SYMMETRICAL & ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWITCHES SHALL BE CLASS "RK1 ", CURRENT LIMITING TYPE, 200 kA.LC., RNC RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) Drawing Title: LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION BOX. NON -TIME DELAY, DISCONNECT SWITCHES TO HAVE REJECTION CLIPS, .UNLESS INDICATED SD SERVICE DISCONNECT SWITCH ELECTRICAL NOTES, 3. CONDUCTORS AND CONNECTORS OTHERWISE. ELECTRICAL EQUIPMENTS & PROTECTIONS SHALL BE STANDARD kAIC RATED SE SERVICE ENTRANCE LEGEND AND HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO. kAIC RATE AND CONSIDERING SN SOLID NEUTRAL ABBREVIATIONS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH ELECTRIC MOTORS FAULT CONTRIBUTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION UNTIL THIS MANDATORY REQUIREMENT IS MET. IF NEW LOAD IS ADDED CONTRACTOR SHALL TGB TELCO GROUND BAR CONFORMING TO NEMA WC7.- (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90-C VERIFY & CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP TEGB TOWER EXIT GROUND BAR CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. EQUAL TO (125% MAX. DEMAND+ NEW LOAD)< 80% SERVICE ENTRANCE CONDUCTORS/MAIN TR TRANSFORMER Project No. � OVER CURRENT PROTECTION AMPACITY, WHICHEVER RATING IS LOWER. LIGHTING SHALL MEET 705300000 FL -3060 Cp j 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT NEC, IESNA AND/OR FAA STANDARDS IF APPLICABLE. PHOTOMETRIC LEVELS SHALL COMPLY TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR Dooignor. CC '0,;amg09-23�0>5 DdFe WHERE NOTED. WITH LOCAL, STATE & FEDERAL RULES. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED 1N TP TYPICAL A 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON ACCESSIBLE AREAS ONLY. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD WP WEATHERPROOF - NEMA 3R Df°"nt�v '✓ COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER REQUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES. U/G UNDERGROUND J.GG-RDN e��OO� R CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS,1DENT HEX SCREW OR BOLT TYPE PRESSURE - `.. R VN Ncrent Approval CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON PPC POWER PROTECTION SHELTER DRAWINGS. �B� 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL,e - g Issue No. Drang wiNo" COMPRESSION TYPE. 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 2 q E SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER _ L I MUST BE OBTAINED -D• 1 2 3 'Q. 4 5 SCAIE S BSL oll u• x x- SI:r 6 ELECTRICAL REFERENCE NOTES °°"DT SDA EDRAWIND� DDNTRADTDR MUSTVERI q L I`— OUTLINE OF EQUIPMENT.. NOTE: ALL EXPOSED UNISTRUT. TO BE COLD SAW AND RUBBER CAP. OmIs sIDNSANDADNSECONSDLTAN sOFAN ERRORS OR OMISSIONS NO VARIATONS OR MODIFIDAT T° WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN 1 - APPROVAL. ALL PREVIOUS ISSUES OF TMS DRAWING ARE O EXISTING UTILITY TRANSFORMER.-COORD TAP 'W/ UTILITY, COMPANY. SUPERSEDED SATIO S REMREVISION. RDPEHWINGS AND SPECIFICATIONS REMAIN RA PROPERTY OF 15 MORRISON HERSHFIELD CORPORATION.NEITHER O SUPPLY & INSTALL A 200 AMP, 120/240V 10 UTILITY APPROVED METER SOCKET: METER BY UTILITY COMPANY MO -SON HERSHFIELD NOR THE ARCHITECT WILLBE—DINocONSTRU—N—EwOFTHISPROIECT. O3 (3) #3/0, 1#6 GND, 2" GRC AFG AND RNC 24" BFG 13 2 14 ® NORMAL POWER ENTRY INTO EQUIPMENT. COORDINATE TERMINATION AT EQUIPMENT WITH 2" CONDUIT BODY LB FITTING -1 SUPPLIED WITH AND PREINSTALLED ON EQUIPMENT. 7 0 REFER TO EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR CONTINUATION OF POWER DISTRIBUTION INSIDE EQUIPMENT. WP JB 0 F ®M Pi-,NNTED (1) #4 AWG SOLID BARE CU GEC INSTALLED IN 1 RNC AFG AND EXPOSED BEG, BOND TO GE WITH EXOTHERMIC WELD, BOND TO EQUIPMENT SYSTEM WITH #2 AWG SOLID TINNED CU WIRE. ADD (2) 5/8 X 10'-0- DRIVEN GROUND ELECTRODES G FINISHED GRADE c� pQ 6'-0' APART FEB 2 O 2007 0 TELCO DEMARCATION POINT. ELECTRICAL CONTRACTOR TO COORDINATE WITH LOCAL TELCO FOR SERVICE TO EQUIPMENT.— I I I I — CAUTIONARY TAPE — fL—_ —_ Ucr Gr — UGr —_ —_ GT ® CONTRACTOR TO SUPPLY AND INSTALL (2) 2" RNC W/ PULL CORDS FOR TELCO SERVICE TO EQUIPMENT. ucT ucr Gr — ucr Gr MORRi N HERSHFIELD COR) O TELCO SERVICE ENTRY INTO EQUIPMENT. COORDINATE TERMINATION AT EQUIPMENT WITH 12"X12"X6" NEMA 3R PVC 8 10 8 10 ENCLOSURE SUPPLIED AND INSTALLED BY CONTRACTOR. — UGP-- UGP 10 CONTRACTOR TO ARRANGE AND PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR ALL TRENCHING. REUSE NATIVE tx� - BACKFILL AND RE -INSTATE TO ORIGINAL CONDITION. INSTALL 6" WIDE METALLIC LINED RED PLASTIC MARKER TAPE ABOVE 3 10 12 10 ALL BURIED CONDUIT SEE DETAIL C/E-2 6 - 11 APPROXIMATE LOCATION OF #2AWG SOLID BARE TINNED GROUND RING. EXACT LOCATION AND NUMBER OF GROUND RODS RO JE YLARA ELECTRICAL DIAGRAM EGT E ED GHITECT DA TO BE DETERMINED ON SITE AND BASED ON ".FALL OF .POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 � STATE OF FLORIDA OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE TO BE BURIED AT 16 FEET INTERVALS. SEE SHEET E-3 B AR92824 FOR ADDITIONAL GROUNDING INFORMATION. E-2 NOT TO SCALE 12 6 (3) #3/0 IN 2" RNC SCHED 80 (SERVICE LATERAL) 5 13 SUPPLY AND INSTALL A 200 AMP 120/240. 10 3W SN SE RATED FUSED DISC. SWITCH W/ 200 AMP CLASS 'RK -1' FUSES PROVIDE W/ MECHANICALLY ATTACHED ENGRAVED IDENTIFICATION LABEL INDICATING "NEXTEL DISCONNECT" AND SITE 4 ADDRESS. 3 ' 14 PROPOSED H -FRAME (REFER TO SHT. E-5 FOR DETAIL) PROPOSED GPS ANTENNAS 15 SUPPLY AND INSTALL NEMA 3R 3'x3' TELCO ENCLOSURE WITH HINGED DOOR AND PLYWOOD BACKBOARD ON BACK OF NEW MOUNTED ON SHELTER 2 102/28/071 REISSUED FOR PERMIT (TYP. OF 4) H -FRAME 1 10/28/05 REISSUED FOR PERMIT EXISTING UTILTY POLE 0 09/29/05 ISSUED FOR PERMIT FINISHED GRADE, OR GROUNDCAUTIONARY TAPE / 1 7 A 07/27/05 ISSUED FOR CLIENT REVIEW ' NOTE: COVER MATCH SLOPE AND TRENCH/ LEAN CONCRETE, THICKNESS OF EXISTING \ ` No. Date .Action 1 COMPACTED BACKFILL X XyXX�-X X —X —X X X _ _X XX X—X RED -COLORED TOP, MAY BE , USED JN PLACE OF UNDISTURBED SOIL 1 W/ SATISFACTORY NATIVE }\ II COMPACTED SAND. 1 OR IMPORTED SOIL / M O R R I S O N — _ * CONDUIT SIZE, TYPE, �,, HERSHFIELD �f1a$►r'� QUANTITY AND SEPARATION - ELEPHONE CONDUITS & I x DIMENSION TO BE VERIFIED _ _ I: ANTENNA SHARING / / �, \ 1 1 I I j I i Two South University Drive, Suite 245, WITH LOCAL UTILITY 03 H -;I1 - - CINHERE APPLICABLE * Plantation, FL 33324 COMPANY REQ. 11 -� I -!I I- O I Tel: 654.577.4655 Fax: 954.577.4656. I- OMPACTED SAND x State of Florida COIF 00008508 SEE NOTE 2) www.mordso nhershf eld.com 4 a E COMPACTED SAND BED x II 9 \ DIRECT Client: DIRl�1 (SEE .NOTE 2) MIN;- I I Sprint TogetherwlthNEXTEL I � 3 d ELECTRICAL CONDUITS � � \ ® - - - - � BURIED CONDUIT � 6 M IC, II 11 11 x o i a � E-2 NOT TO SCALE (NP) - _.I�?I�I a } I \ / I 851 TRAFALGAR COURT B SURE 300 E PPIUTILITY } MA TiAND, FL 32751 3 10 Ia. I Project: 225, 120/240VAC, 10/3W, 60HZ, 200A MCB x (� a SAN FORD SOUTH LOAD VOLT AMPERES WIR .BREAKER BREAKER RE VOLT AM "R11 - LOAD 1 2 1 O x Y I A B P TRIP TRIP. P A B O �_ _ 14 - FL -3060 C � I I 6 2921 ORLANDO DRIVE - 1440 10 2 30 1 2 30 2 10 1440 x SANFORD, FL 32773 RECTIFIER R-1 " - 1440 3 4 1440 RECTIFIER R-2 GP 1440 10 2 30 5 6 30 2 10 1440 DfOWIn Title: - RECTIFIER R-3 • RECTIFIER R-4 * 9 1440 7 8 1440 x Lon I UGT UGT — UG "� ELECTRICAL PLAN 1440 10 2 30 9 10 30 2 10 n 440 1`JIn — RECTIFIER R-5 • RECTIFIER R-6 * x 1440 11 12 1440 ,4a0 10 2 30 13,_,4 30 2101440 x 8 10 15 2 I ELECTRICAL DIAGRAM RECTIFIER R-7 •RECTIFIER R-8 * - - 8C PANEL SCHEDULE 1440 _ _ _ 15. ,6 _ _ _ 1440 x SPACE - - - - - 17,__,18 - - - - SPACE 8 1 0 SPACE - - - - t9 20 - - - - - SPACE LX—X—X—X—X—X—X—X—X—X-�—X—X X X—X X—X BARD HVAC 1 1 4392 6 2 60 21 22 60 2 6.4392 BARD HVAC i 2 4392 23 24 4392 - - Project No. - SPARE - 12 2 20 25 26 60 2 '6 180 SURGE ARRESTOR 705300000 FL -3060 C C,t r - 27 28 180 - - Deelgner: POWER FAILURE ALARM 220- 2 20 29 30 20 1 12 300 LIGHTS - - - CC "09 2g A Dra 4By: 'V— Ch ed 31 32 15 , 12 360 ALARM - „dG?+RD &-. - �fR- . Ja RECEPT.Ek 1 20 33 34 - - SPACE - - - RECEPT. (TELCO) 1 20 35 36 1200 - - - SPARE - 20 37 3g 20 1 12 ,1200 SPAREP evi'CBent Approval SPARE - 20 39 40 B�20 1 - 12 180 GFI RECEPT � ELEC TRUE NORTH J W ISPARE - 20 41 42 20 - - - - -SPARE - ! �'TRICAL i- LAN w�.Drawing No. VOLT AMPERES PER PHASE 1183212072 VOLT AMPERES PER PHASE E-2 SCALE: 1/4" -l' -O:: BASED ON 22x34 PAPER SIZE E-2 • EsnMATED LOAD 23104 22624 TOTAL VOLT AMPERES/PHASE SCALE: 18"-1'-0BASED ON 11x17 PAPER SIZE; O 2 LOAD NON -CONCURRENT WITH AHU-1 AND CU -1 96 94 - TOTAL AMPS PER PHASE - �S 1 2 3 4 5 6 D sl=E DO NOT D SCALE RAWINGS. CONTRACTOR MUST vERIFv PREFABRICATED ALL GROUNDING' REFERENCE NOTES DIM�sIONSA—SE OMISSIONS: NO VAR-nONS OR MODIFICATONS TO WORK SHELTER 10 SE GROUNDING APPROVAL. MISPREvIO SISSUES O E IMP—TEO OTHISDDR—NG N ELECTRODE (TYP. OF 2) AND SPESUPE CIFICATIONS REMABY THE �TESTRN THEN PROPERTYNo. OF O PROVIDE #2 AWG. SOLID BARE TINNED COPPER GROUNDING CONDUCTOR AND RUN FROM ONE SUPPORT FRAME TO THE NEXT. GPS ANTENNA MDRRISON HERSHFELDCORPORATON NEITHER ATTACH TO EACH SUPPORT USING GROUND CLAMP AS SHOWN IN WAVEGUIDE BRIDGE AND CABLE GROUNDING DETAIL F/E-5. EENCE NEW INSPECTION BE HERSHFELO NOR THE ARCHITEDT WILL eE O.N. CONS .—.N REVIEW OF THIS PROJECT. BOND SUPPORT POSTS TO GROUND RING. 12 SLEEVE ONLY 2O WHERE APPLICABLE BOND ALL STEEL SUPPORT BEAMS TOGETHER, EXOTHERMICALLY WELD CONNECTIONS TO STEEL SUPPORT BEAMS. TYPICAL FOR ALL. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF STEEL SUPPORT 1 BEAMS. — — 6 O3 BOND BUILDING STEEL TIE DOWN TO PERIMETER GROUND LOOP. EXOTHERMICALLY WELD CONNECTION TO GROUND RING. I 1 I 1! FIRINTED TYP- 7 I D TYPICAL OF FOUR (4). O2 TYP: ® PROVIDE PRIMARY GROUND RING BOND FROM WAVEGUIDE HATCH PLATE GROUND BAR(S) TO GROUND RING AT GROUND ROD � I I POWER— F INSPECTION SLEEVE. SUPPORT GROUND CONDUCTOR ON WALL EVERY 2 FEET. EXOTHERMICALLY WELD CONNECTIONS AT GROUND — C BAR AND GROUND RING. REFER TO EXTERIOR HATCH PLATE GROUNDING DETAIL B/E -4. O I GROU OD I I ( P - 2 20 7 RING BOND A/C UNITS, GPS ANTENNAS, DOOR FRAMES, METAL STAIR, HANDRAIL, MISCELLANEOUS METALLIC EQUIPMENT AND (HALO) MISCELLANEOUS LIFTING HOOKS TO GROUND RING. FRAME EXOTHERMICALLY WELD CONNECTION TO GROUND RING. CONNECTION 1 I I I 4�fI0I'IC}h I S LD CORP TO LIFTING HOOK SHALL BE MADE AT THE AXLE BAR WITH AN APPROVED GROUNDING CLAMP. © BOND SERVICE CONDUITS TO GROUND RING OUTSIDE AND HALO GROUND INSIDE SHELTER. CONNECT GROUND CONDUCTOR TO �' p CONDUIT USING PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. REFER TO TYPICAL MULTIPLE CONDUIT GROUNDING R ERT RRr RA 13 G TERED ARCHITECT DETAIL B/E -5 I �� f TELCO— — —� STATE OF FLORIDA TGB �Yti© AR92e24 O7 PROVIDE SECONDARY GROUND RING BOND BY BONDING PREFAB. BUILDING DOWNLEAD CONDUCTOR FROM INTERIOR GROUND�- RING (HALO) SUPPLIED BY BUILDING MANUFACTURER TO THE EXTERIOR GROUND RING. EXOTHERMICALLY WELD CONNECTION TO I I f L! I 1 6 GROUND RING. TYPICAL IN ALL FOUR (4) CORNERS OF HALO. I ICRGB8 O$ PROVIDE 2 AWG SOLID BARE TINNED COPPER CONDUCTOR FROM CELL REFERENCE GROUND BAR (CRGB) TO HALO AND 13 5 # NOTE: SHELTER GROUNDING SHOWN IS EXTERIOR GROUND RING. EXOTHERMICALLY WELD CONNECTIONS AT GROUND BAR AND GROUND RING. REFER TO DETAIL C/E-5. SCHEMATIC IN NATURE. REFER TO 4 9 BOND TELCO GROUND BAR TGB) TO CELL REFERENCE GROUND BAR (CRGB) USING ONE (1) #2 AWG STRANDED GREEN A/C A/C `� 11 ARCHITECTURAL SITE PLAN DRAWING FOR 3 O ( EXACT LOCATION OF ANTENNA CABLE INSULATED COPPER CONDUCTOR. BOND TO EXTERIOR GROUND RING USING #2 AWG SOLID TINNED COPPER CONDUCTOR. _ _ _ _ BRIDGE, SUPPORT STRUCTURE AND EXOTHERMICALLY WELD CONNECTIONS TO ALL CONNECTION POINTS.5 4 �. 4 5 14 TYP. ORIENTATION AND SIZE OF SHELTER. 2 02/28/07 REISSUED FOR PERMIT r 10 BOND FENCE POST TO GROUND RING AS SHOWN USING AN EXOTHERMIC WELD. BOND FENCE GATE TO POST WITH A FLEXIBLE15 Ot 15 1 10/28/05 REISSUED FOR PERMIT COPPER JUMPER STRAP IF NOT ALREADY PROVIDED. PROVIDE EXOTHERMIC WELD TO BOND STRAP TO GATE AND FENCE POST. PROVIDE LENGTH AS REQUIRED TO MAKE CONNECTION. SEE DETAIL F/E-4 AND G/E-4. BRIDGE 0 09/29/05 ISSUED FOR PERMIT ANTENNA 11 PROVIDE A GROUND RING BURIED 30" BELOW GRADE OR FROST LINE, WHICHEVER IS DEEPER. THE GROUND RING SHALL BE T SHELTER A 07/27/05 ISSUED FOR CLIENT REVIEW INSTALLED 2'-0" AWAY FROM THE SHELTER FOUNDATION (MINIMUM UNLESS SHOWN OTHERWISE ON DRAWING). TYPICAL SHELTER No. Date Action 12 BOND "H -FRAME", DISCONNECT SWITCH, METER, PULL BOX, GENERATOR RECEPTACLE AND TELCO BOX TO BURIED GROUND TT T PLAN � RING. ALL CONDUITS CROSSING THE GROUND RING CONDUCTOR SHALL BE BONDED TO THE GROUND CONDUCTOR USING PIPE GROUNDING r T p N CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. SEE DETAILS E/E-4 AND B/E -5. A D L11 MORRISON 13 BOND REBAR IN CONCRETE FOR SHELTER, GENERATOR PAD (WHERE APPLICABLE) AND STOOP/STEPS TO BURIED GROUND RING E-3 NOT TO SCALE � Ili EXOTHERMICALLY WELD A #2 TINNED SOLID COPPER CONDUCTOR TO THE REBAR GROUNDING PIGTAIL AND CONNECT TO THEHERSH F I E L D rid BURIED GROUND RING. TYPICAL ON 16' CENTERS. Two South University Drive, Suite 245, Plantation, FL 33324 14 PROVIDE 5/8" x 8'-0 LONG COPPER CLAD STEEL (COPPER WELD) GROUND ROD AS SHOWN. PROVIDE INSPECTION SLEEVE AT — — Tel: 954.577.4655 Fax: 954.577.4656 GROUND ROD TO SHOW BOND TO EXTERIOR BURIED GROUND RING. INSTALL GROUND ROD TWO (2) FEET MINIMUM AWAY FROM 16 State of Florida CO#00008508 BUILDING. STRUCTURE. INSTALL SO THAT TOP OF GROUND ROD IS 30" BELOW GRADE OR FROST LINE, WHICHEVER IS DEEPER. / NOTE: \ www.mornsonhershfield.com REFER TO GROUND ROD INSPECTION SLEEVE DETAIL C/E-4. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE GROUNDING FOR ONE ESTABLISHED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 OHMS.. FACE SHOWN -TYPICAL QID UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE BONDED TO THE BURIED GROUND RING AT 16 FEET INTERVALS. < _.�5FOR ALPHA, BETA Client: AND GAMMA FACES 15 SHELTER GROUND RING AND EXISTING TOWER GROUND RING SHALL BE BONDED TOGETHER IN AT LEAST TWO (2) POINTS USING iTY P. Sprint A 2 AWG SOLID BARE TINNED COPPER CONDUCTOR. REFER TO DETAIL B SHEET E-3 FOR TOWER GROUNDING DETAIL 7 EXISTING # ( ) � MONOPOLE TogetherwiuNEXT0.RAFAp 16 GAR EXISTING TOWER GROUND RING AND GROUND RODS. (TO BE VERIFIED). - / \ sst SUITES 300 COURT U BASE TYP MAITLAND, FL 32751 AT 0 17 EXISTING #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TOWER GROUNDING FLANGE AT BASE OF TOWER LEG TO TOWER AT TOWER Project: GROUND RING. (TO BE VERIFIED) � SAN FORD SOUTH 18 REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORT FRAMES. FL -3060 C 19 EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA FRAMES. USE AN EXOTHERMIC WELD AT I 18 2921 ORLANDO DRIVE ANTENNA SUPPORT FRAME. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. O SANFORD, FL 32773 i I �0 PROVIDE #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TEGB TO TOWER GROUND RING. TYPICAL OF TWO (2). Drawing Title: i 21 PROVIDE ANTENNA CABLE GROUND BAR. BOND ANTENNA CABLE GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE 14 I RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND GROUND BAR TO TOWER USING ONE (1) #2 AWG SOLID TINNED \ CABLE SUPPORT / COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE 21 BRIDGE EXOTHERMIC WELDS FOR BONDS TO STEEL BEAM OR SUPPORT POSTS. AT ANTENNA 19TYP- GROUNDING PLAN © THE TOWER EXIT GROUND BUS BAR (TEGB) SHALL BE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS, NEAR THE SUPPORT ' / AND DETAILS y LEVEL OF AREA OF THE TOWER AT THE POINT WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE TOWER TO THE SHELTER. TOWER VERIFY EXACT LOCATION OF GROUNDING BAR FOR PROPER CONDUCTOR LENGTH. GROUND BAR PROVIDED BY THE ANTENNA \ MID -GROUND / I CABLE INSTALLER. FINAL EXOTHERMIC WELD FROM THE BURIED GROUND RING TO GROUND BAR SHALL BE THE RESPONSIBILITY BAR IF OVER Project No 3 OF THE ELECTRICAL CONTRACTOR. COORDINATE WITH ANTENNA CABLE INSTALLER FOR SCHEDULE TO .MAKE CONNECTION. 200 FEET i. 705300000 FL -3060 C: PROVIDE 3/4" PVC SLEEVE WITH SWEEP BEND IN NEW ANTENNA BASE INSTALLATIONS FOR CONNECTION OF TEGB TO TOWER kyy GROUND RING. p,,9fer \ / 0f11 A CC _ r a pq% ;705 esRk 3 EXTEND GROUNDING CONDUCTORS TO REMAINING SECTOR ANTENNA GROUND BAR LOCATIONS AND BOND WITH EXOTHERMIC / ' Drown Br t Checked(� Br WELDS. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO FEET MINIMUM. _ _ _ _ JG�RPm D ® GROUNDING DOWNLEAD INSTALLED VERTICALLY ON TOWER ANTENNA CABLE SUPPORT STRUCTURE FROM TEGB TO GROUND BAR e`a -- ICBu�,dlApproval iBAT ANTENNA SUPPORT FRAME LOCATION. EXOTHERMICALLY WELD DOWNLEAD TO GROUND BARS. MONOPOLE B GROUNDING PLAN ,,� Drawing No. E-3 NOT TO SCALE 2 E-3 c 2 3 4 5 6 s�E Is Br DN u- x SzE E c \ 0 • O NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANV ERRORS OR FINISH GRADE oMlsslorJs: No vARunDNS DR MODIFI, noNS To wow TWO–HOLE CONNECTORS WITH sHowN SHAD BE IMPLEMENTED WRHOUT PRIOR wamEN #2 AWG SOLID BARE TINNED ¢ TOP OF GRAVEL AU_ PREVIOUSISSUE. --1..—NoARE SUPERSEDED -THE LATEST REVISION. ALL DRAWINGS COPPER. AND SPECIF—DNS REMAIN THE PROPERTY OF - NORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL INTERIOR 30" DEEP INSPECTION WELL OR BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. GROUND EQUIVALENT RING INTERIOR 2 — — — GROUND RING _ 6„ 2—HOLE COAXIAL CABLE, TYP. III—III I— —III III (- TO CONNECTOR, TYP. Z o -III III III -o oDc 015". oo III III -III= ° NEXT [�� [[�y�+1(!(t�� -III-III-000 OO,j 00°II—III p q D COAXIAL GROUNDING 03z III—�Io ° °c°o°Cce _ 3/4" CRUSHED STONE OR ANTENNA oho SECTOR ®® FF�s�sll o — J (_ o°Do ooQ o00 _) I- EQUAL FILL TEST WELL TO GROUND BAR • °(.� o •�o• o0 CONDUCTOR WITH wJ °o°°o Doo WITHIN 8" OF TOP °�o1S1° #2 AWG SOLID •� 8 MIN. RADIUS m Ooo cDo° oc BARE TINNED o0 BENDS oo coo Dco °coo°�oo COPPER o O C PROVIDE STAINLESS °oc°ooc °D #2 SOLID TINNED COPPER Ft , 'A' 8 2007 CONDUCTOR. STEEL BOLTS, LOCK WASHERS AND SOLID COPPER EXOTHERMIC WELD CONNECTION BOND TO TOWER NUTS, TYPICAL FOR ®® TMPGROUND BAR, (TYPE—GT) �1/1 ALL .EXTERIOR ANTENNA SECTOR C)RRI�O�J 9EL CONNECTIONS. #2 AWG SOLID TINNED BARE MONOPOLE GROUND BAR (TYP.) D CORP COPPER WIRE EXOTHERMIC WELD 1/2" 0 SCHED CONNECTION TO GROUND ROD 40 PVC CONDUIT - - R BERRR RA 5/8" x 8' COPPER CLAD ANTENNA CABLE STE A ITECT GR 4" BELOW GROUND ROD CADWELD SECURED TO V T T� 7� GRADE T T TATAR92820RIDA EXTERIOR HATCHPLATE GROUND ROD CONNECTION (TYPE—PT) CONNECTION OF ANTENNA OUTSIDE OF MONOPOLE CABLE TO GROUND BAR BY 6 B GROUNDING DETAIL &W/ ACCESS AREA ANTENNA INSTALLER, TYP. POINT WHERE ANTENNA CABLES EXIT lJ1V 1 TOWER AND EXTEND OVER TO SHELTER5 NOT TO SCALE NOT TO SCALE 4 BOND CONDUCTOR TO SOLID COPPER GROUND BAR 3 : LOWEST POINT OF PROVIDED BY ANTENNA EXOTHERMIC WELD INSTALLER 2 02/28/07 REISSUED FOR PERMIT (THERMOWELD OR GROUND BAR USING o • EXOTHERMIC WELD o C EXTERIOR EQUIVALENT) PARALLEL, o. oo• o• 0 1 10/28/05 REISSUED FOR PERMIT GROUND RING, NO -T" (9(') WELDS #2 SOLID, BARE, ALLOWED. 09/29/05 ISSUED FOR PERMIT TINNED OUTSIDE SHELTER #2 AWG SOLID BARE TINNED A 07/27/05 ISSUED FOR CLIENT REVIEW COPPER GROUNDING COPPER CONDUCTOR IN 1/2" CONDUCTOR NO SLAG OR / BOND TO TOWER DEFORMITIES ALLOWED DIA. SCHED 40 PVC CONDUIT USING AN EXOTHERMIC WELD No. Date Action METALIC BOX, BRASS TWO TO 4" BFG HOUSING ETC. HOLE 1/2- 0 SCHED MECHANICAL 40 PVC CONDUIT CONNECTOR WITH TO 4" BELOW S y #2 AWG BARE STAINLESS GRADE H E R S H F I E L Dr'14� TINNED SOLID HARDWARE COPPER WIRE GRADE Two South University Drive, Suite 245, MINIMUM BENDING N (UNIT BOND)d c n a Plantation, FL 33324 RADIUS 45 DEGREES, a a a a n Tel: 954.577.4655 Fax: 954.5774656 State of Florida CO# 00008508 TYPICAL G� \/\\j\\/\\/\ www.mordsonhershfield.com JUMPER, #2 SOLID, i PARALLEL EXOTHERMIC WELD BARE, TINNED COPPER TO EXTERIOR GROUND RING GROUNDING Client: CONDUCTOR !1; I Spring TYPICAL TYPICAL METALLIC- TosetherwithNExrEEL a 851 TRAFALGAR. COURT B I D GROUNDING CONNECTION E GROUNDING DETAIL SUITE 300 E MAITMAND, FL 32751 E-4 NOT TO SCALE E-4 NOT TO SCALE Project: SANFORD SOUTH CONCRETE CAISSON FL -3060 C GATE FENCE POST FENCE FABRIC 2921 ORLANDO DRIVE FENCE POST SANFORD, FL 32773 EXOTHERMICALLY WELD EXOTHERMIC WELD TO BURIED GROUND RING, TO FENCE POST #2 AWG TINNED CONNECTION TO GROUND Drawing Title: (IF SUITABLE) SOLID BARE RING" SHALL BE AS DIRECT COPPER WIRE AS GATE JUMPER #2 EXOTHERMICALLY BENDS SSIBLE WITH MINIMUM AWG WELDING WELDED TO EXTERIOR GROUNDING DETAILS FINISHED GROUND RING FINISHED GRADE GRADE 11117111 11177— #2 AWG TINNED #2 AWG TINNED SOLID i i ��T �� No. SOLID COPPER COPPER WIRE CADWELD TO 'u 6" MAX. MONOPOLE TOWER ER 705300000 FL -3060 C WIRE —EXTEND EXTERIOR GROUND RING n°�V F OPPOSITE #2 AWG TINNED A FENCE POST SOLID BARE 5 8" X 8' LONG A GROUNDING DETAIL Drawn BY- � �(0 23A'W 5/8" X 8' GROUND ROD COPPER WIRE GROUND ROD E_4 SCALE: NOT TO SCALE JG, RD RLp@p� l TO GROUND RING PM Review t%jBW ` 1 Crl�en�Approval TYPICAL FENCE—GATE TYPICAL FENCE E GROUNDING DETAIL G GROUNDING DETAIL !Issue No. Drawing No. E 4 NOT TO SCALE E 4 NOT TO SCALE 2 E-4 SCNF.IS alsE ON ]3' % ){' 9' SGE 1 2 3 '� 4 5 6 B—E DRAWINGS. CONTRACTOR MUST VERIFY ALL NOTE: CONTRACTOR TO USE KOPR—SHIELD, oMENSDNS ANo -5 coNSDLrAN sOF ANY ERRoes OR OMISSIONS. NO VARIATIONS U MOOIFICATONTO WORK SHOWN SHALL BE IMPLEMENTED Wm1011T PRIOR WRDTEN PILE AND PENETROX TYPE "E" AT THESE CONNECTIONS APPROVAL ALL PREVIOUS ISSUES OF THIS.—No ARE METER (REFER TO SHT. PIPE • SUPERSEDED BY THE UrEST REVIs1—ALLORAW— AND SPECIFICATIONS REMAIN THE PRO— OF TO END OF ICE BRIDGE E-2 FOR SPEC.) 5'-0" — �{ PILE AND #2 AWG STRANDED MOL RRISONHERSHFIED OR THEA —TE—LL PIPE JUMPER W/ SHORT BARREL COMPRESSION LUGS BE PRONDINO CONSTRUC ON REV EW OF HIS PRO EC. • 4" DIA. STD. GALV. PIPE. 5'- 0 NEMA 3R TELCO (T&B #54205 OR 5407), TO GROUND BAR BY PROVIDE 3/16" THK. CAP PL. ENCLOSURE WITH GENERAL CONTRACTOR SEAL WELD ALL AROUND. DISC. SWITCH HINGED DOOR AND (REFER TO SHT. LOCKABLE HANDLE HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS E-2) NEW COAXIAL GROUND KITS W LONG BARREL #6 STRANDED / 1-1/2" SQUARE P1000 UNISTRUT JUMPER TO COMPRESSION LUGS (DOUBLE LUGS) TO BE INSTALLED TYPICAL FASTENED TO POST BY - - - TO TELCO DEMARC. WAVEGUIDE BY ANTENNA CONTRACTOR WITH HEAT SHRINK 1/2"0 STAINLESS U -BOLTS. PORTR k OTED X NEW 4"x 24"x 1/4" thk COPPER GROUND BAR. LOCATION TO SUIT UTILITY ¢ EQUIPMENT ATTACHMENT - - TO GROUND SUPPLIED SHELTER MANUFACTURER. NEXTEL PROTECT END W O _ o KIT CONSTRUCTIOIO N MANAGER TO VERIFY EXACT REQUIREMENTS c ( / I I LOCATION AND INSTALLATION IN FIELD � _� 4;. I 2 7 RUBBER CAPS) - I � O O , I 00 O o O o O o. 0 00 o 00o 00 11 O O O O O O O 00 O 000 O POWER COMPANY SERVICE 4 0000 0 0 0 0 0 0 0 0 0 0000 4VIC RRISOI� -1 H I LD CORP LATERAL (RNC BFG) I I I Y//j//j //\//\III o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 kFlo INSULATORS AS O REQUIRED R ER RRY TYPE HS CADWELD GISTE DARC CT STATE OF FLORIDA - /\2 SOLID TINNED CU LEAD a III j\ yy�j�\ j\\j/\j III j I I j I TO EXTERIOR LOOP aR92e24 - I CONCRETE PILE 24 fi I I I I I I I TO TELCO ENTRY POINT AT VERIFY IN FIELD 11 11 'a hJ 1� SHELTER/ENCLOSURE NOTES: 5 1. ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES 4. GROUNDING ELECTRODE COAT MATING SURFACES WITH KOPR-SHEILD BEFORE ATTACHMENT. CONDUCTOR (RNC AFG 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER 3 I AND 6" BFG) SEE ELECTRICAL SITE c BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELD. NORMAL POWER TO SHELTER (GRC AFG PLAN FOR SIZE AND 3. ALL HOLES ARE COUNTERSUNK 1/16 2 02/28/07 REISSUED FOR PERMIT QUANTITY OF TELCO 4. ALL LUGS ARE DOUBLE HOLED 5. HEAT SHRINK ALL OUTSIDE C TO EQUIPMENT — UGP— — uGP— — uGP AND RNC BFG) CONDUITS. LUG CONNECTIONS 1 10/28/05 REISSUED FOR PERMIT 0 09/29/05 ISSUED FOR PERMIT H—FRAME H—FRAME A 07/27/05 ISSUED FOR CUENT REVIEW A FRONT ELEVATION DETAIL ,A BACK ELEVATION DETAIL B GROUND BAR DETAIL No. Date Action E-5 NOT TO SCALE E-5 NOT TO SCALE E-5 NOT TO SCALE E MORRISON 0 HERSHFIELD Rm11ii ' + 0.2273 DIA.. MAX. Two South .University Drive, Suite 245, $ GRADE Plantation, FL 33324 #2 AWG SOLID BARE Tel:954.577,4655 of Florida COp90 00850856 12" TO 24" TINNED COPPER GROUND www.morrisonhershfield.com ANTENNA CABLE CONDUCTOR, TYP. CONNECT OUTSIDE SHELTER CABLE SUPPORT TO GROUND BAR AT CABLE if _ _ U.L. APPROVED EXOTHERMIC SUPPORT WHERE SHOWN Client: w GROUNDING CLAMP, �z WELD ON DRAWING USING TWO HOLE CONNECTOR. TYPICAL AT EACH w Sprint WEATHERPROOFING KIT CONDUIT. ` (SEE NOTE 3) �1J N BLACKBURN GUV 5821 y CABLE GROUND KIT4'1 GROUND CLAMP ON 51 TRAFALGAR R CO , 851 TRAFALGAR COURT B EACH CABLE SUPPORT. (TYP.) SURE 300 E #6 AWG STRANDED #2 AWG BARE TINNED MAITLAND. FL 32751 1 SOLID COPPER WIRE CU WIRE WITHL Project: 1 . GREEN, 60OV, THWN (EXTERIOR GROUND RING) RING GROUND "FEE" TYPE EXOTHERMIC SAN FORD SOUTH g INSULATION 2 AWG BCW WELD TO GROUND BAR (GROUNDED TO SOLID, FL -3060 C s TINNED S73 xE GROUND BAR) (SEE o Ag/4"DRO LENGTHBAR 2 W ANFORD, FL 32 NOTES 1 & 2) REQUIRED FOR # OF F NOTES: PARALLEL TYPE CABLES USED, SOLID Drawing Title: I EXOTHERMIC WELD TO COPPER W/ PREDRILLED r 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND GROUND RING �—,GROUND ROD COPPER 3/8" HOLES 2"O.C. H—FRAME AND AND ALWAYS DIRECT GROUND WIRE DOWN TO CLAD STEEL ROD LENGTHWISE. GROUNDING DETAILS " GROUND BAR. WITH MINIMUM COORDINATE HOLESEPARATION W/ 2. GROUNDING KIT SHALL BE TYPE AND PART 5/8" x 8'-0" DIMENSIONS OF TWO \1TERIOR GROUND NUMBER AS SUPPLIED OR RECOMMENDED BY RING NOTES: HOLE CONNECTOR USED. � CABLE MANUFACTURER. � # CONNECT ANTENNA �� No.' ` I GROUND LINE TO BE A MIN. OF 30" OR BELOW 2 AWG SOLID BARE 705300000 FL -3060 C.60 3. WEATHERPROOFING SHALL BE (TYPE AND PART 1 FROST LINE, WHICHEVER IS DEEPER. TINNED COPPER CONDUCTOR CABLE GROUNDING Desig.4�4 -I� ner• NUMBER AS SUPPLIED OR RECOMMENDED BY SHEATH CONDUCTORS CABLE MANUFACTURER.) 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, TO GROUND CABLE. USE TO GROUND BAR CC c Q9�23 X05 P z MECHANICAL SPLIT BOLT NOT TO EXCEED TYPE CONN. USING TWO HOLE Drown ®r g 45 DEGREES FROM THE VERTICAL. ANTENNACONNECTORS BY JPGA,RR„Dw� R� J _ P4 CONNECTION OF GROUND TYPICAL MULTIPLE INSTALLER. JB "°P`°"a KD CONDUITS GROUNDING E GROUND ROD -� I C KIT TO ANTENNA CABLE r.11— Me Na. Drawing No. o E-5 NOT TO SCALE E-5 NOT TO SCALE F GT�OTT1�TTl ROTS CABLE SUPPORT (TYP.) E-5 NOT TO SCALE GROUND IV 1J 1J $ E-5 NOT TO SCALE 2 E-5 2 3 ? 4 5 6