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verlzoW j STANDARD PROVISIONS 47CO IXGHANCE CT, SMITE 100 BOLA RATER. DDA31 g INTENT (561) 895-5500 PROJECT INFORMATION: A. THESE SPEOFICATONS AND CONSTRUCTON DRAWINGS MEAN IP: PERMITS ANDcENSFS REINSTATFMENACCi MPANTNG TO DESCRIBE WORK TO BE PERFORMED AND A THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE A. ANY PAVEMENT,USMGFOOTPATH. CURB, GAITERS FLOORS, R THE MATERIALS TO BE FURNISHED MR THE CONSTRUCTER OF ME B D THE COMMUMCATRS SnE ROM ACOUMPLATR OF WASTE MATERIALS OR RUBBISH CAUSED A CONTRACTOR SHALL FIELD VERIHY ALL EUSRNG STARES FEATURES R OVER PN SERMCES, AND E FRCP SANDS ON THE OCEAN BY THEIR EMPLOYEES WORK ALL AT TIE COMPLETION OF AND BOTI HORIZONTALLY AND VERTICALLY PRIOR START OF DESTROYED SHAMS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL 6E ' - NUDDISH MOM ME THE BUILDING, NCLUDDIME WORK. THEY NGREMOW ALL TOOLS. SCAFFOLONG DD AOWT DOUBTS NONSMUCTON. MY TERPRETATION OF PLANS SHOULD BMPAMCIES E MMEDIAMY REP RTED COMMENCEMENT OFST EQUAL 70 O OPERATIONS. TMgT SITE No 68870 F B. TIE ARE INTENDED BE AND SPECIFICATIONSANDCOMPLIMENTARY. SURPLUS MAMMALS. AND SHALL LEAVE THE WORK BASTING BEF RE yDRAWNGSEXPLANATORY HOWEVER. SHOULD AND COMD ER a NLLY PLIM CLEAN AND READY FOR USE P TO WE ARCHITECT/ENCINER FOR RESOLUTION AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED N AMA ANYTHING BE MOONY OR SPECIFIED NOT WE OTHER, SHOWN, INDICATED R SAME AS I ON ONE AND NOT WE SHALL BE WE SAME AS IF SHOWN, B. WOES MODALLY INSPECT SURFACES AND UNTIL DISCREPANCY IS CHECKED CORRECTED THE FORT PIERCE, FL 34949 PIER ORSPEC y INDICATED OR SPECIFIER R BOTH. A RDM REMOVE ALL TRACES OF SOIL, WASTE MAIFRIALS, SMUDGES AND WASTE M O S IN MEANS CONENGINEER. FAILURE W SECURE SUCH INSTRUCTED MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND ST LUCIE COUNTY OVER FORUGN NATTER. EXPENSE. AC-Mip TS DRAWINGS URRENT ISSUE DATE: C. THE INTENTOu OF THE DOGIMERTS IS TO INCLUDE ALL LABOR �$ AND MATERIALS REASONABLY NECESSARY FOR THE PROPER 1. REMOVE ALL TRACES OF SPLASHED MATERIALS ROM ADJACENT SURFACES Y B. ME GRIT SHALL BE EQUIPPED WITH A MEANS R A THE CONTRACTOR SHALL PREPARE A RED SET OF AS -BUILT • EXECUTOR AND COMPLETION OF THE WORK AS INDICATED IN THE DOWMENIS C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE COMM CONSTANT COMMUNICATIONS. SUCH AS A CELLULAR PHONE OR A PACER. CONSTRUCTION PLANS THAT DRAWINGS O A FORM OF MARKED UP 70 ME SHALL STANDARD ACCEPTABLE TOE VRIZON WIRELESS GPM. JANUARY ZO16 UDG ALL TRACES OF 5014 WASTE MATURALS, SMUDGES AND OVER R IN S CPM SUCH DRAWINGS SHALL BE SUBMITTED TO THE D. THE PURPOSE R THE SPQIFlCATIONS IS TO SUPPLEMENT ME INTENT OF THE DRAWINGS AND To DESIGNATE A PROCEDURE, FOREIGN MATTER - C. THE CONTRACTOR RESPONSIBLE FOR ALL SAFETY INCLUDING RIRELE55 N AND WTTN TWO OF FROM PRACTICAL LONALENW AND PRIOR TO APPROVAL OF THE CONTRACTORS FINAL INVOICE. TYPE OR WAAtt R MATERIALS REWIRED N COMPLETE THE 1. REMOVE ALL TRACES OF SPLASLED MATERIAL FROM BUT NOT LIMITED T OF ALL SITE PERSONNEL AND ROWING SSUED FOR: { ADJACENT SURFACES 2 FFROM FINISHED SURFACESOYE HABIT . SPOlS, STAINS AND DIRT PUBLIC THE GRERAL PUBLIC DURING ME RTRE SITE CONSIRUCTDN M PUCE AND MAINTAINARPCADE E SHAM TAKE AM %LAMPS, SIGNS, ANDHASUE SWE CONSTRUCTION DRAWINGS E. MIINR DEMATONS ROM THE DESIGN LAYOUT ARE ANTUATED B AND SHALL BE CONSIDERED AS PART OF THE WORK. HOWEVER. NO UKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI EV.:--DATE:E=EE=EDESCRIPTION: b RANGES MAT ALTER TIE CHARACTER OR INTENT OF THE DESIGN OCCUPATIONAL GUIDELINES WILL BE MADE OR PERMITTED WITHOUT A CHANGE ORDER PRACTICAL COMPLETION I RELATED DOCUMENTS AND COORDINATION: D. THE APPLICANT SHALL SECURE ANY ENVRONMENTAL R DRAINAGE ATION BY CELLULAR CARMEN BERE COMPLETION CAN BE A DOCUMENTATION BEFORE g - A GENERAL CARPENTER, ELECTRICAL, AND ANTENNA DRAWINGS ARE PERMITS REQUIRED DUE TU THE PROPOSED IMPRGVEMENTS ISSUED INCLUDE IN INTERRELATED IN THE WORK EACH 1. ALL WAUTY ASSURANCE CHECIQISTS AS OUTLINED W � TPERFORMANCE TO CONTRACTED MUST REFER TO ALL DRAWINGS. ALL THE PRENOUS SECTIONS - WAN I-C7� COOMNATON TO BE THE RESPWSIBIUTY OF THE GENERAL COORDINATION WTH PUBLIC UTILITY AUTHRRES 2 WARRANTES AND MAINTENANCE MANUALS, IF APPUCPBLE pa 5 A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE CONTRACTOR. A TIE CONTRACTOR SHALL COORDINATE WITH RELEVANT 3. RIND SYSTEM RESISTANCE TEST RESPONSIBLE FOR VRIFICATON OF ALL MEASUREMENTS AT E AUTHOMDES TIE WORKS THAT ARE TO BE CARRIED OUT. HE t THE SITE BEFORE ORDERING ANY MAMMALS R PERFORMING SHALL CONDUCT HIS OPERATORS SO AS TO NOT INTERFERE 4. CERTIFICATE OF OCCUPANCY SEAL: E ANY WORK NO EXTRA CHARGE OR COMPENSATOR SHALL BE WTH ME OPERATORS OF PUBLIC AND/OR PRIVATE UTUTY 3 ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND SHOP DRAWINGS: AUTHORTES WHILE INSTALLNG SERMCES ON THE SITE DIMENSIONS INDICATED R THE CONSTRUCTION DRAWINGS. ANY o SUCH DISCREPANCY IN DIM NSION WHICH MAY INADVERTUHTLT OCCUR SHALL BE SUBMITTED N THE VERIZON CURUE55 RM CACTRSUBMITS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND A ONIR THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTED 3 FOR THE CONTRACTOR USTED IN TIRE SPECIFICATIONS THROUGH WE GENRAL CONTRACTOR TH TO E YFAIZIXJ WIRELESS GPM, FOR APPROVAL. OF SUCH FAGLLTES AND STRUCTURES DURING CONSTRUCTION 1H1G SI OR TEWIRELESS INSURANCE AND BONDS r T (Y EDWITHCONSIDERATIONBEFORE e PROCELTIS WITH THE WORK IN WE AFFECTED AREA B. ALL SHOP DRAWINGS TO REVIEWED. AND CORRECTED BY 0. EACH CONTRACTOR FOR ION SHALL N HIS OWN OJENSECARRY AND MAINTAIN FOR THE WRATR OF TEE PROJECT ALL V •F "'•.,,AID TIE CONTRACTOR, WHIR AWARDED TIE CONTRACT. FILL NOT BE GENERAL CONTRACTOR PRIOR i0 SUBMITTAL TO THE VRIZR WIRELESS CPM. CONTRACTOR PRIOR SUBMITTAL O `0 ya` INSURANCE AS REWIRED AND LISTED AND SHALL NOT \ 3 ALLOWED ANY EXTRA COMPENSATION BY REASON R ANT MATTER CONTRACTORMINT HAVE FULLY •.A[!cR COMMERCE WITH HIS WORK UNTIL HE HAS PRESENTED A �= TJ OR THING INFORMED HIMSELF SUCHNOT PRIOR TO INSPECTIONS CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO 4 THE GENERAL CONTRACTOR WHO STALL. IN TURN. B C. NO PLEA OF IGNORANCE OR CONDITIONS THAT EMST, OR OF A THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSECTONS. FORWARD A COPY OF ALL CERTIFICATES TO VRIZON'YrM CPMp` DIFFICULTIESTIE aDIFFICULTIESTH ES AT MAY BE ENCOUNTERED OR OF ANY OTHER PRODUCTS AND SL6STTUTDNS 1. INSPECTOR OF GROUNDING SYSTEM _ `v VO 1�r REVANT MATTERTI CONCERNING E WORK TO BE PERPORMED WILL TH BE REWIRED BY E YRR WIRELESS CPM a L� 2 WILL BE ACCEPTED AS A REASON FOR ANY -FAILURE ORLE OMISSION ON PART OF THE COWMACTR TO FULFM THE A SUBMIT 3 COPIES OF EACH REQUEST FOR SJBSVUTON. ININSPECTIONSTHAT EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR OR OTHER DESIGNATED CARRIER. REPRESERTATVE ARE d ,mod a., REQUIREMENTS OF ME CONTRACT DOCUMENTS. INSTALLATION METHOD TO BE REPLACED BY THE SUBSTIMON. 2. PRACTICAL COMPLETION _ -10 P)�E EBB, BY: ;I %{-,,^�A• I INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS, D COMPLETE DOCUMENTATION SHOWING LOMPUANCE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING MAT PLL RELEVANT AV1HOPottINSPECTIONS ARE CARRIED OUT '••p .w Kimey—Horn M STORAG� WITH THE REWIRJBAENiS FOR SUBSTTUTONS. IN A TREY MANNER. THE CONTRACTOR SHALL PRONDE ,� R'�X • E � and Associates, Inc � � rix DO NOT USE THE COSMIC BUILDING SPACE FOR STORAGE R x TOOLS OR MATERIALS MMKAT THE VERIZON WRELESS CPM B. SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT DATA AND CUT SHEETDOWNRTATON WHICH PROPERLY INDICATE PNO DESCRIBE NE nEMS, PRODUCTS, AND MATERIALS BUNG INSTALLED. THE CONTRACTOR SHALL IF DEEMED NECESSARY BY THE OF ALL INSPECTIONS/•rtrt,,0. TIE CONTRACTOR IS RESPONSIBLE FR COORDINATING WTH THE VRIZON WIRELESS CPM'S DESIGNATED ENGINEERING FIRM TO OBTAIN ,+- I I / 1S` 'ut[x-xcHn aao assOaalEs, mC 11920 WEKIVA WAY AND/OR BUILDING OWNER APPROVAL VRIZON WIRELESS CPM, SUBMIT ACTUAL SAMPLES TO CPM FOR APPROVAL IN LIEU ALL REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR 1 %EST PALM BEACH, FLORIDA 33411 R $ OF CUT SHEETS. SHALL PROMDE DOCUMENTATION OF ALL INSPECTIONS (561) 345-0665 B. ALL MAMMALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A MANNR THAT RILL NOT OBSTRUCT THE HERE CAWOORN PROJECT DATA: FLOW OF OTHER WOW. ANY EQUIPMENT OR MAMMAL STORAGE B METHOD MUST MEET AM RECOMMENDATIONS OF WE MDFACTURER � COMPLIANCE ENVIRONMENTAL ROTECTON 'g A ALL MATERIALS. DESIGN, AND WORKMANSHIP SHALL BE IN 0. NOISE LEVE' ME CONTRACTOR SHALL ENSURE THAT STATE d ACCORDANCE WITH ALL APPUCABLE CODES (SOME OF WHICH ARE MD LOCAL REWLATONS ARE COMPLIED MW IN REGARD TO PROTECTION : LISTED BELOW). ORDINANCES. AND AUTHORITIES HAWNG JURSDICTON U0ER ME NOISE LEVELS PRODUCED BY HIS R HIS SUB -CONTRACTOR'S q & A. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF WORK. UPON ME COMPLETION OF THE WORK. ME CONTRACTOR SHALL PROMDE THE VEMZON WHELESS CPM WITH A CERTIFICATE OF OCCUPANCY (IF REWIRED) EQUIPMENT OR METHODS OF CONSTRUCTON. OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND OTHER LOCAL DOCUMENTS TO VFTTFY SUCH COMPLIANCE WHERE NO CODES DUST CONTROL TIE CONTRACTOR SHALL TAKE ALL NECESSARY W AND MATERIALS LULL PASS EXIST, THE WORK SHALL CONFORM WITH THE 5W EDITOR 2014 FLORIDA STEPS TO UNIT THE CREATION OF ANY DUST NUISANCE THAT B. PROMR PROTECTION FUR EQUIPMENT ROOK SURFACES PRIER TO BUILDING CODE AND/OR THE SPEanCATONS HERON. WHICHEVER IS MORE MIGHT ARISE DURING CONSTRUCTION TO THE SATSFACTON OF THE LOCAL AMENITIES AND THE BUIEDINC OWNER THE YIIiIZON RAWN BY-X=:CHK.-XEEEEEEEEEEZAPV.: ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH STRINGENT D A DOCUMENT STATEMENT SHALL BE FURNISHED TO TITS EFFECT. CURELESS CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME SURFACES AS ANY PARTICULAR OUST NUISANCE IS GOD ARS KKM C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND - CONTROLLED TO THE SATSFACTON OF THE VERIZR WREESS CPM. SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY THE LOCAL AUTHORITIES AND BUILDING OWNERS (CENSURE H VFJOZON WIRERS CPM. IT IS THE CON TRACTORS RESPONSIBIUTY TO VERIFY COMPUANCE WITH THE COVERMNC CODES AND TO NOT" THE VERIZON ARNCXDD A. ARGUSI PE ]6645 y WHEIESS CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. GAS CONDUIT GENERAL NOTES MARA V. MARTIN PE T23DT ? REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS A. THIS INSTALLATION SHALL COMPLY WITH NC FUEL GAS CODE OEM! IL MAR,kM PE ]1455 REPAIRS AND REPLACEMENTS: SPECIFICATION SHAM BE DEEMED TO MEAN THE EDITED E3 AT THE ME OF AWARD OF TIE CONTRACT. B. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTH$ RCUTNG A IN EVENT OF DAMAGE TIE CONTRACTOR SHALL PROMPTLY MAKE THE CONTRACTOR SHALL COMPLY WW ALL ZONING AND SITE ME AND PLAN DIMENSIONS AND SHALL IMMEDIATELY NOTFY CONSTRUCTION ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST ACQUISITION SPECIAL STIPUTATONS AS OUTLINED IN THE JOB MANAGER AND ENCINER OF ANY DISCREPANCIES HEFT TD SHE VRIZON WIRELESS CPM AND/OR BUILDING OWNER. SPECIFICARONS, OR AS DIRECTED BY THE WRIZON WIRELESS CPM. g - - C MR OTHER THAN BLACK STEEL EXPOSED GAS PIPING SHALL BE IDENTIFIED "GAS' 9H ANSt/TIA/UA - 222 - G BY A YELLOW LABEL MARKED W BLACK LETTERS THE MARKING SHALL SPACER AT SPAAT INTERVALS NOT EXCEEDING 5 FEEL THE MARKING CONSTRUCTION NOTES SW MINCH 20T4 FLORIDA BUILDING CODE SHALL NOT BE REQUIRED W PIPE LOCATED IN TIE SAME ROOM AS TIE TEMPORARY FACILITIES: BUILDING OFROALS 6 CODE ADMINISTRATORS (BOLA) EQUIPMENT SERVED. NATIONAL ELECTRIC& CODE (NQ) WTH LOCAL AMENDMENTS S A TELEPHONE UNDERWRITERS LABORATUMES APPROVED ELECTRICAL PRODUCTS D. PIPING SHAH BE MARKED WTH AN APPROVED PERMANENT IDENTIFICATION EACH CONTRACTOR TO PROMDE HIS OWN TELEPHONE AMERICAN INSTITUTE OF STEEL CONSTRUCTOR SPECIFICATIONS (AISC) BY THE INSTAMER SO VAT THE PIPING SYSTEM SUPPLIED BY EACH METER D ACCESS IF REWIRED. dB. LIFE SAFETY ME NRA - 101-2015 FEDERAL AMA70N REGULATORS 5TN EDITED 2014 FLORIDA FIRE PROTECTION CLUE 2O10 IS READILY IDLE ENTMAB HEET NUMBER IF PERMANENT POWER IS COMPLETED. A CONTRACTORS MAY USEWORN ONLY, USE THE S CONNECTOR MR WORK ADCONKPRODUCTION THAT ELECTRICAL CORDS AND CONNECTIONS ARE AT Gl 3 FURNISHED BY ME CONTRACTORS D ARE DISCONNECTED AND PROPERLY STORED WRING NON -WORKING HOURS G KHA Job #: 041384029 s k S 5 LESSEE PROPOSED ANTENNAS MOUNT PROPOSED PLATFORM ANTENNA POST EXISTING ROOF MOUNTED CONDUITS EXISTING EXHAUST FAN �l EXHAUST II u LESSEE PROPOSED LEASE AREA 13'X20' (TOTAL 260 SO FT) LESSEE PROPOSED PLATFORM ACCESS LADDER -j p U113 EXISTNO lukl` EQUIPMENT PLAITORM -o EXISTING EQUIPMENT -- O PLATFORM EXISTING EWIPMENT SHELTER __ EXISTING ANTENNAS EESTNG ACCESS TO MECHANICAL ROOM ROOF LESSEE PROPOSED COAX CABLE ROUTE ALONG PARAPET WALL COAX UP LESSEE PROPOSED �----- -----� ACCESS ® - LADDER / LESSEE PROPOSED PLATFORM mTH FIF LESSEE PROPOSED OUTLINE OF J OUSTING BUILDING GRATING AND ANTENNA MOUNTS ELECTRICAL RWTE FROM ROOF THROUGH SEE PROPOSED EXISTING � EIECIRICAL X CABLE aosEr NO PARAPET LEGEND PROPOSED VERIZON ODE CABINET LESSEE PROPOSED / O ANTENNA ON PROPOSED PROPOSED VERIZON BATTERY CABINET ROOF MOUNT PARTED TO PROPOSED VERIZON CABINET MATCH EXISTING BUILDING OD FUTURE CABINET EXISTING O O COOLING I TOWER =— — D 0 IXISTNG EXISTING CABLE TRAY CROSSOVER LADDER IS 0 21 O O I - I EXISTING 1 ANTENNAS ON ROOF TOP I MOUNT OH COAX DOWN ---------- II IXISTNG ANTENNAS ON ROOF TOP MOUNT - - - --_---__�„ I LESSEE PROPOSED PVC FENCE TO SmH GATES �NG IN MATCH EAL EN ❑ .OUTLINE OF METAL ENCLOSURE/ WITH DOORS AS PER NFPA T04S,(HEALTH -1, FLAMMABILITY -2,INSTABILITY -0) PROVERIZON WIRELESSO PROPOSED ANTENNAS I VLEsSEE J Q MOUNTED TO L--- EXISTNG ANTENNAS ON ROOF TOP EXISTING BUILDING PROPOSED F.D.EP. APPROVED PENTHOUSE W� 300 GALLONS DOUBLE WALL AND PAINTED TO MATCH SUB -BASE DIESEL TANK WIN MOUNT FUEL LEVEL GAUGE AND ALARM SENSOR ON PROPOSED CONCRETE PAD (a G DIESEL GENEREMSTATOR 1\ GENERATOR ON CONCRETE PAD _ 0 SEE GENERATOR IAYOUT 1 DETAIL ON SHEET IS EXISTING PAVER BLOCK WALKWAY_ v� n LESSEE PROPOSED UTILITY Q ROOF PLAN ROUTE ALONG IST FLOOR CEILING TO ELECTRICAL CHASE THEN UP LESSEE PROPOSED 5OKW DIESEL NnTP, TO LES_SEE EQUIPMENT PLATFORM o e 1s LESSEE PROPOSED UPUTES GENERATOR ON PROPOSED CONCRETE ALL EXPOSED EQUIPMENT AND ANTENNAS TO ON BUILDING WAIL 0 GROUND PAD WITHIN 4•X10' GROUND LEASE 1. 1. PAINTED MATCH EXISTING BUILDING GROUND USING UTILITIES LEVEL CONTRACTOR TO PROVDE (2) AREA (TOTAL OF 40 SO FT) sCALE As sHONN BY OTHERS 2'0 CONDUITS TO THE RIGHT OF WAY FOR FIBER OVERALL ROOF PLAN WORK, FURNISH ALL LABOR, MATERIALS. TOOLS, SUPPLIES, EQUIPMENT AND MACHINERY STORAGE 6 INSTALLATION, ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN DO NOT APPLY ROOFING MEMBRANE TO DAMP DECK SURFACES. DO NOT EXPOSE MATERIALS VULNERABLE RY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MATERIALS ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED, TO WATER OR SUN DAMAGE IN QUANTITIES GREATER THAN CAN BE WEATHERPROOFED THE SAME DAY. DESCRIBED IN WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE REFER TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE PROTECTIONS, PROTECT WITH TEMPORARY BARRICADES, COVERINGS, OR OTHER PROTECTIONS TO PATCHING OF EXISTING ROOFING SHALL EXTEND 36' BEYOND AREA AFFECTED BY THE NEW WORK TO D. PREVENT INJURY INSURE ADEQUATE WATERTIGHT INTERFACE V/ EXISTING ROGFINvr. REPLACE EXISTING INSULATION WITE OR DAMAGE TO PERSONS OR PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING NEW INSULATION TO MATCH EXISTING IN TYPE, THICKNESS AND SLOPE. ALL NEW MATERIALS SHALL BE ILL WORK PERFORMED AND MATERIALS USED SHALL MEET ALL REQUIREMENTS OF THE LATEST ANY COMPATABLE WITH EXISTING ROOFING AND SHALL BE OF SIMILAR ROOF SYSTEM TYPE EDITION OF THE BUILDING CODE, STATE CODES, AND LOCAL CODES, ORDINANCES, AND DAMAGE CAUSED BY HIS OPERATIONS. IONS HAVING JURISDICTIUK THE CONTRACTOR SHALL COORDINATE W/ THE OWNER FOR INSTALLATION OF EQUIPMENT BY OTHERS. ALL WORK SHALL BE CONDUCTED IN A PROFESSIGNAL, WORKMANLIKE MANNER SO THAT CURRENT WORK SHOWN IN THESE PLANS SHALL NOT COMMENCE UNTIL COMPLETE EQUIPMENT SPECIFICATIONS, ERACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND ALL REQUIRED OTHER BUILDING OPERATIONS ARE NOT INTERRUPTED. ANY REQUIRED SHUT -DOWN OF BUILDING SERVICES INCLUDING BUT NOT LIMITED TO, DIMENSIONS, WEIGHTS, MOUNTING DETAILS, SERVICE CONNECTIONS, AND FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND SHALL BE COORDINATED WITH THE OWNER AT LEAST 72 HOURS PRIOR TO SUCH OCCURRENCE.. CLEARANCES, ETC. ARE SUBMITTED TO AND APPROVED BY THE ARCHITECT 4 ENGINEER. ION OF THE WORK. PENETRATIONS THRU FIRE RATED ASSEMBLIES, STING BUILDING INFORMATION SHOWN IS DIAGRAMMATIC AND BASED UPON THE BEST TION AVAILABLE AT THIS TIME, HOWEVER, MAY NET REFLECT ALL FIELD CONDITIONS. THE ALL PENETRATIONS THROUGH EXISTING FLDORS, WALLS AND ROOF SLABS FOR ELECTRICAL CONDUITS, :TOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND PIPES, ETC. REQUIRED AS PART OF TH19 WORK SHALL BE PATCHED WITH U.L APPROVED FIRE IRDINATION OF THE WORK. ANY OMISSIONS OR CONFLICT IN THE WORKING DRAWINGS OR STOPPING CAULKING AS MANUFACTURED BY 3M OR APPROVED ALTERNATE. SEE TYPICAL N THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PENETRATION FIRESTOPPING DETAILS SHOWN IN PLANS. THE CONTRACTOR SHALL SUBMIT IDENTIFIED EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE PRODUCT DATA INCLUDING MATERIAL SPECIFICATIONS AND U.L. CLASSIFIED FIRE TEST DATA FOR MY ON OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DEVIATIONS FROM THE STANDARD DETAILS SHOWN IN THESE PLANS, ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALL WORK RELATED TO CUTTING AND PATCHING OF EXISTING ROOFING WHICH ARE REQUIRED FOR THE LOCATION AND SIZE OF ALL EXISTING COLUMNS WHICH ARE DIRECTLY BELOW THE NEW THE PROPER PERFORMANCE OF THE WORK SHALL BE PERFORMED BY A LICENSED ROOFING THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT 6 ENGINEER OF ANY CONTRACTOR APPROVED AS A 'CERTIFIED APPLICATOR' BY THE ISSUER OF THE EXISTING ROOFING 'ANCIES BETWEEN THESE PLANS AND EXISTING FIELD CONDITIONS. WARRANTY(S). ALL ROOFING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NRCA ROOFING AND WATERPROOFING MANUAL S OF THE BUILDING ARE REQUIRED TO BE CUT, FIT. OF THIS WORK, THE CONTRACTM SHALL TAKE THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL PROVISIONS OF THE EXISTING iE TO OTHER PORTIONS OF THE EXISTING BUILDING ROOF WARRANTY(S) TO INSURE THAT ANY AND ALL WARRANTIES REMAIN IN EFFECT FOR THEIR FULL :ACING AND SUPPORT REQUIRED TO MAINTAIN WRITTEN DURATION. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE ROOFING WARRANTY IS, UPON COMPLETION OF THE WORK, ALL EXISTING ISSUER HAS BEEN PROPERLY NOTIFIED OF THE PROPOSED WORK AND ALL PRE -CONSTRUCTION OR : REPLACED, REPAIRED, OR REFIT TO MATCH OR FOLLOW-UP INSPECTIONS REQUIRED BY THE WARRANTY ISSUER HAVE BEEN MADE. REVIOUS CONDITIONS. DO NOT PROCEED WITH I AFFECT SAFETY, STRUCTURAL INTEGRITY OR THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION DURING DEMOLITION, AND SEE RELATED SECTIONS 'PENETRATIONS THRU FIRE CUTTING OR PATCHING OF THE ROOF. DC NOT PERFORM ANY ROOFING UNDER CONDITIONS IF INCLEMENT WEATHER. EXTERIOR PAINTING, PAINTING SHALL INCLUDE ALL ANTENNAS, SUPPORTS, CABLES, FITTINGS, ETC. WHICH EXTEND ABOVE THE LINE OF EXISTING PARAPETS PAINT ALL VISIBLE SURFACES OF ITEMS REQUIRED TO BE PAINTED. ALL PRODUCTS SHALL BE MANUFACTURED BY 'SHERWIN WILLIAMS' OR APPROVED ALTERNATE. PAINTING SHALL INCLU➢E ALL ANTENNAS, SUPPORTS, CABLES, FITTINGS, ETC. WHICH EXTEND ABOVE THE LINE OF EXISTING PARAPETS. PAINT ALL VISIBLE SURFACES DF ITEMS REQUIRED TO BE PAINTED. ALL PRODUCTS SHALL BE MANUFACTURED BY 'SHERWIN WILLIAMS' OR APPROVES ALTERNATE. GALVANIZED METAL, 1 COAT DIL ALKYD PRIMER FOR GALVANIZED METAL 'SW GALVITE B50V3- 2 COATS GLOSS ALKYD INDUSTRIAL ENAMEL 'SW INDUSTRIAL ENAMEL B54W101' FIBERGLASS ANTENNAS, 2 COATS 'SV DIM EXTERIOR LATEX ENAMEL' PAINT MUST BE LEAD FREE. EXISTING POST TENSTONED SLABS, PRIOR TO DRILLING, SAWING, OR CUTTING THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION SF ANY SLAB POST TENSIONING DUCTS AND TENDONS. THE CONTRACTOR SHALL PROVIDE AS PART OF HIS WORK. ALL FIELD TESTING AND INVESTIGATION REQUIRED PER PRPERLY LOCATING v riz n 4700 EXORANGE CT• MME 100 BOCA RAIN, FL S l (561) 995-5500 SANDS ON THE OCEAN SITE No 68870 3100 N A1A FORT PIERCE, FL 34949 ST LUCIE COUNTY :CURRENT ISSUE DATE JANUARY 2016 CONSTRUCTION DRAWINGS a$dlal�� Kimley—Horn Mand Associates, © N)16 gILLEY-HMN ANO f£SO(]AtE$ INC 1920 WEKIVA WAY WEST PALM BEACH. FLORIDA 33411 (551) 845-0665 EBPE CA0VW695 GOD I ARS KKM ARNO(W A. ARPL6 PE 70645 MARA V. MARTN PE 72397 KENN K. MADAN PE T455 ROOF PLAN Cl =KHA Job R: Ii GENERAL NOTES & SPECIFICATIONS 041384029 PROPOSED LESSEE ANTENNAS ON PROPOSED PLATFORM ANTENNA POST AND PAINTED TO MATCH EXISTING BUILDING FINISH CENTERLINE OF LESSEE CENTERLINE OF LESSEE ANTENNAS s143' AOL PROPOSED LESSEE ANTENNAS ON PROPOSED ROOF TOP MOUNT AND PAINTED TO MATCH EXISTING BUILDING FINISH ROOF PLAN D 8 16 BCALEAEBHONM EXISTING BUILDING PROPOSED LESSEE EQUIPMENT ON PROPOSED ROOF TOP PLATFORM AND PAINTED TO MATCH EXISTING BUILDING FINISH E �EXISTNG ANTENNAS ON ROOF TOP MOUNT WEST ELEVA11ON NOT TO SCALE LESSEE PROPOSED DIESEL GENERATOR WITH 4'X10'GROUND LEASE AREA (TOTAL OF 40 SO FT) GENERATOR WEST ELEVATION N.T.S. PENTHOUSE LESSEE PROPOSED DIESEL GENERATOR WITH 4'X10'G4ROUND LEASE AREA (TOTAL OF 40 SO FT) LESSEE PROPOSED PVC PENCE TO MATCH EXISTING PROPOSED LESSEE ANTENNAS MOUNTED TO EXISTING BUILDING STAIRWELL WALL AND PAINTED TO MATCH EXISTING / CENTERLINE OF LESSEE ANTENNAS s14T' AGL PARAPET WALL s136' AGL RDDF TDP ❑ s133' AGLEl ❑ i GENERATOR (BEYOND) GENERATOR SOUTH ELEVATION N.T.S. v riz n 4700 EXCHANCE CT SUITE 100 BOCA FATCN. R 31 1 SANDS ON THE OCEAN SITE No 68870 3100 N AIA FORT PIERCE, FL 34949 ST LUCIE COUNTY -CURRENT ISSUE DATE JANUARY 2016 CONSTRUCTION DRAWINGS EV.:--'DATE=DESCRIPTIONdill ��� ����•• /1/11III • MAR /s of ..' 14?A4lo . ED 6Y: `` Kimley—Horn ❑and Associates, Inc © IDI6 pM(EY-HPYi ANO ASSWAIR WC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 HERE CAW00695 GOD I ARS KKM :)CENSURE: ARNOLDO A. ARTIER PE 70645 MARIA V. MARTN PE 72397 KEMN IC MUM PE 71455 WEST ELEVATION C : KHA Job #: 041384029 4 U.L. ASSEMBLY NO. CAJ1175 2 HR. FIRE RATING U.L. ASSEMBLY NO. WLI001 3/8'0 HILTI ANCHOR SEE TYPICAL MAX. I CONDUIT PER n1,2,364 HR. FIRE RATING (EMHI➢. 2')PITCH POCKET OPENING SILL. DETAIL THIS rCONDUIT OR EMT SEE £ F SHEET FOR PLAN FOR SIZES TYPICAL CONDUIT W/ SIMILAR NOTES 2' MIN UNISTRUT P2558 CLAMPS 16G4. GALV. STL PAN EXISTING CONCRETE WALL V4' VIA. BEAD FIRE (AS REQUIRED) (SEAM L SOLDER ALL JTSJ REPAIR/REPLACE - STOPPING CAULKING B PI000 UNISTRUT SET IN MOT BRUMDRIUS ROOFING 6 COATED W/ EXIST. ROOFING 36 P BEYOND AREA A AFFECTS BY WORK NEW 2' RGS TO WO, e FIRE STOPPING SEALANT, TYP. FSP 1000 3M LP-25 S/L LP-25 WS CAULK BOTH PLASTIC CEMENT. FILL NEW EQUIPMENT PAN FLUSH W/ PITT SUPPORT. SIDE 6' CABINET f2HR RATED- UL147W SIDES OF WALL DPEN'G STRUCTURAL 9 - COMPLETELY AROUND PERIMETER 2 ➢WG FAR SIZE REPAIR/REPLa¢ W STL POST N /R 3 OF BASEPUTE _ —NEW CONpULET 36 AFFEDi�EDN BY WORK 6 EXISTING MAX. 1 CONDUIT PER FILL W/ NEW ROOF EXTERIOR STUCCO OPENING STL CONDUI INSULATION TO MATCH FINISH d° OR EMT SEE PLAN FOR SIZES J. SEE NOTE 1 EXISTING IN TYPE, SLOPE 6 THICKNESS NEW 2' 0 FIGS BURS THRU EXISTIN EXISTING STRUCTURAL ROOF (CORE BRILL CONDUIT PER PLAN WALL FOR CONDUIT MAX. 1/2' ANNULAR EXISTING WALL (CONTRACTOR TO AS REQUIRED) PROTECT OPENING V/ 1/2' e° SPACE FIELD VERIFY) EXISTING STRUCTURAL R [¢* MIN. FIRE STOPPING CAULKING 325 M CP- E A WB+(2 HR. FIRE RATING) UL ASSEMBLY NO. n CONDUIT STRAPS SECURED WITH 2' MIN. LAG SCREWS 2 0' D.C. pEIX FILL W/ NEW ROOF INSULATION CAJ1175 5 MIN. NOTE! THE FIRE PENETRATION DETAIL SHOWN NOTES MATCH EXISTING IN TYPE, =RE n _ NOTE, THE FIRE PENETRATION DETAIL SHOWN ABOVE IS DIAGRAMMATIC. CONTRACTOR SHALL 1. CONTRACTOR TO LOCATE REBAR PRIOR TO THICKNESS ABOVE IS DIAGRAMMATIC. CONTRACTOR SHALL REFER REFER TO LATEST EDITION OF Ul- FIRE DRILLING OR CORING. DO NOT CUT REBAR. TO LATEST EDITION OF.U.L. FIRE RESISTANCE DIRECTORY FOR RESISTANCE DIRECTORY FOR SPECIFIC INSTALLATION DETAILS AND REQUIREMENTS OF 2. CONTRACTOR TO INSURE WATER -TIGHTNESS AT ALL PENETRATIONS. 9 SPECIFIC INSTALLATION DETAILS AND THIS ASSEMBLY. 9 REQUIREMENTS OF THIS ASSEMBLY. CONDUIT THRU ROOF CONDUIT THRU WALL THRU GYP. BOARD CONDUIT LINE SUPPORT PITCH POCKET N.T.s. N.T.S.CONDUIT N.T.S. N.T.S. N.T.S. 3 ANOIOf([ABLE WINGERS (606t AmulNuu) 'A' = DIA OF CROWN (` CROWN DIAMETER TO BE THE DIAMETER 5/9' OF THE WALL OPENING PLUS P L FLOOR OR WALL ASSEMBLY - MIN. 4-1/2 IN. THICK REINFORCED. LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE WALL MAY ALSO HE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS-. MAX DIAM. OF OPENING IS 8 IN. SEE CONCRETE BLOCKS (CATD CATEGORY IN THE FIRE 1. FIRE -RATE➢ GYPBD/STUD WALL ASSEMBL RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. u ff MeP AS 3 REwwEn 5 3' MAX IDA. MTL. PIPE PROVIDE NUM. 2. METALLIC PIPE - MAX. 6 IN. DIAM. OR SMALLER) RIGID GALV. STEEL CONDUIT, SCHEDULE 10 (OR HEAVIER) STEEL PIPE OR MAX. 4 IN. DIAM. (OR SMALLER) STEEL EMT CONDUIT CENTERED IN THE area X 1/4• (6WI =VJJNIm ( 1' ANNULAR SPACE AROUND PIPE OPENING. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE T SEE PITCH PIo ET NOTm ON THIS RATING OF THE SYSTEM IS DEPENDENT ON THE SIZE OF THE CONDUIT AND THROUGH OPENING SHT. DPTIONAL FORMING MATERIAL - SHOWN IN THE TABLE BELOW (SEE ITEM 5X Q� .• 3/9. 0 Im.D KWK NET ¢I N A EXPANSION ARoGR MEDDm 2 1/• P2O7BA W/ b nIN INSTALL AECORDAL m (w 3Xa mP. AxoL xlLn XVIX MET ¢[ RECESSED 1/2• FROM THE SURFACE FOR FS900 MATERIAL (MINERAL WOOL, POI_YSTYRENE,.ETCJ \ 3. FORMS - (NOT SHOWN, OPTIONAL) - USED AS A FORM TO PREVENT LEAKAGE OF FILL MAT \ .+ DURING INSTALLATION FORMS TO BE A RIGID SHEET MATERIAL, CUT TO FIT THE CONTOURd V' MANUFACTURERS REC@oIENTAiONs 0vm m9ry ° PENETRATING ITEM. FORMS FRICTION FITTED INTO THE OPENING OR LOCATED ON UN➢ERSIuz FLOOR FLAME SAFE UPC FS/FST900 SERIES COMPOUND APPLIED 1/2' DEEP INTO ON BOTH SIDES OF WALL - MTO ATERIAL PREVENT THE LEAKAGE OF FILL MATERIAL. THE FORMS TO BE REMOVED AFTER THE MLA : IN z. SECTION ,[s ANNULAR SPACE HAS CURED. ADD. . MATERIAL ADDED TO. FORM 5/8• 4, PACKING MATERIAL - (NOT SHOWN, OPTIONAL) — MINERAL WOOL BATT INSULATION FIRMLY ate; LL CROWN AROUND CONDUIT AND PACKED BETWEEN THE FORMS AND PENETRATING ITEMS TO PREVENT THE LEAKAGE OF FILL✓•., S O III II II II III FRAMED WALL PENETRATION LAPPING 1' BEYOND OPENING MATERIAL. THE PACKING MATERIAL MAY BE REMOVED AFTER THE FILL MATERIAL HAS CURED.�L�� y, L3iaxVa ) ex6x3FB' GATE - 5. FILL, VOID OR CAVITY MATERIAL- - SEALANT - FILL MATERIAL APPLIED WITHIN ANNULUS, O[y2�S+ g a• O e-jl 11l�re-' JWW IL 3 I/4' MIN. CONIC. WALL OR EMU. OPENING TO WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. THE T RATING OF THE SYST�, IS DEPENDENT UPON THE SIZE OF THE OPENING, SIZE OF THE PENETRATING ITEM, HEM ANNULAR Jq. PROVIDE 3/4' MAX. ANNULAR SPACE WITHIN OPENING AND THICKNESS OF THE FILL MATERIAL AS SHOWN IN THE TABLE BELOW f/IA1Y x SPACE AROUND PIPE Max Max Dian Non Min. FlI( T O O t )2• III II II II III Upening Penetration Annular Mtl. Rating Hr $ Size In. Item In. Space In. Ink In. 3 1-1/2 9/16 4-1/2 1-1/2 _ 5 3 3/4 4-1/2 1/2 2 112' III II II II III 4' MAX. DIAM. 5 2 3-1/2 3 1 3 BASE PLATE I II II II II II I METAL PIPE 8 6 nn6 3-1/2 8 ° III II II II III °� c 3 - INTERNATIONAL PROTECTIVE COATINGS CORP - Types g LSe3x]/° TRANSVERSE B ANGLES a 4a ¢n nAm DO III II II II III ao+. j a FLAME SAFE UPC FSP1000 FS500, FS501, FS503, FS505, FS529, VST6DI, FST603,_ p _ xoT EXoG"` nw RMING wBLE _ z PUTTY APPLIED INTO THE IED FST605, RFS500, RFS501, RFS505, RFSi601 and RFST605 d M BENDwG RBDR6. OPENING - THICKNESS • Bearing the UL Classification Marking s � � a mAx cAB1Es ttP I II II II II III AT EA. WALL SURFACE �.� 2 III II II II III MINERAL WOOL (4 PCF) PACKED INTO ANNULAR 1 g6 SPACE AND RECESSED 1/2' FROM WALL SURFACES A B a` �� ISo �- -- CONCRETE WALL PENETRATION a CONRELTINS) _ M CONDUIT PER PLAN (4.0 MAX.) -= System N. C-AJ-1008 FLAME SAFE IPC FS900 MIN. 1/2' "' (Formerly System No. III) M III II II II III THK. FLUSH WITH FLOM F Ratings-3 Hr (UL SYSTEM CAJI105) T Rating-0, 1/2, 1-1/2 amd 3 Hr (See Item 5) PLAN VIEW 3 HR. RATED NOTES, 'g •. ... L. ALL SVPPNtT FRPNI G TO (GENTLY WON THE ALIAMM ASSUMTIM 5 . SPm1FTCATT¢4 AND GUIDELINES FM PLUMNAt STRUCTURES 4. A 2 HEIGHT OF SUPPORT SHALL BE VARIED VIERS REQUIRED TO RUN CABLES ABOVE OR BELPI EXISTING OBTNIDN STCT. 3 & SUPPORT ACING SHALL. BE AS SHO" ON � ANI) IN ACCOMENVALE WITH CAM.E BI DO 48- OO�BETVEm LAKE HANGING AND SI@PoRT OTpNNELS ANOSIIO NOT EXCEED NOTESI CST BEED MINIMUMRFNMNMATEC¢I. ME1 H$ 4. ANCHOR CABLE HANGERS TO Slfi` eT PER CONDUIT FLOOR CLAMP, TYP. 1. CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL PENETRATIONS. Wmam A ISuG :w CALES. j 5 NIMBER SIZE OF CAKES VARY ➢EPE DN (E) CONCRETE FLOOR a NUMBER OF CABLES AND CONDUITS WILL VARY DEPENDING ON LOCATION. L S S NO 2 F se RETA 11 SEE aNtElWI CAKm NOTE ma SISSY 2 FITitCONCRETEFLOOR PENETRATION 3. CONTRACTOR TO X-RAY PRIOR TO DRILLING OR CORING TO LOCATE REBAR. DO NOT CUT REBAR. y u eT_T: cm,ED Rl LBS NOTE. CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL AND FLOOR PENETRATIONS. 9 PRIOR TO LULLING SAVORL OR MTIxG THE CONIRACTOQ SHALL VERIFY THE EXISTENCE AND LOCH TI, ANY DRILLING OR CORING TO LOCATE 1. CONTRACTOR TO X-RAY PRIER TO ATE SLAB POST AND TFNO@NS. THE C@R PROVIDE AS ART DF � P xTs vOxX,aLL FIELD ALL (E) REBAR. DO NOT CUT REBAR. 4. CONTRACTOR SHALL CONTACT DINNER TO DETERMINE IF ROOF WARRANTY EXISTS, ALL ROOF POE D INVESTIGATION ATI(S EXISTING TION 0x0 DUCTS s TENDONS TESTING TESTING L ALL T SHALL BE PERFORMED EO BY AN APPROVED L AND INIESTI(RI IM SA p BE PROPERLY LWADNG EXISTING POST LICENSED W TESTING 2. CONTRACTOR TO INSURE WATER -TIGHTNESS AT ALL WALL AND FLOOR PENETRATIONS SHALL HE BY METHODS APPROVED BY ROOFING COMPANY TO MAINTAIN ANY EXISTING T UMY. THE MIATIEN, nF A IFE) A THE LOf:AT10N OF ALL CORE ptlwNG, ANCI®iLNG, Slims BE SNTFim As REINWm m AVOID eLGRED T PENETRATIONS. WARRANTIES. OF WARRANTY DOES NOT EXIST, REND PENETRATIONS MEANS AND METHODS SHALL BE E Exl$TPL POST imS10N nuDrs EXISTING PO AS SHOWN ON THE DRAWING OR APPROVED BY ENGINEER. 9 ROOF TOP CABLE TRAY FIRE STOPPING PENETRATIONS CONDUIT THROUGH SLAB/WALL Nrs N.rs. NTs i NOTE: USE DETAILS WHERE APPLICABLE IverizoW 47W EXCHANGE a.. SUITE 100 BOCA RATON, R SN31 (661) 995-550o ROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N A1A FORT PIERCE, FL 34949 ST LUCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS EV.:=DATE:====OESCRlPTION0 SFAL- lllf/A/{���ETT�' uj e LAN .:•• Kimley—Horn • and Associates, Inc (I �„� I6 n.LEY-HORN ,W9 ASSOpARi. INC. i 1920 WEKIVA WAY WE51' PALM BEACH, FLORIDA J3411 (561) 845-0665 FBPE CA0000696 ROJECT DATA: RAWN BY:==CHK.:=====A PV.: GOD AIRS KKM CENSURE: ARNOLL0 A A4DL6 Ff 7W45 MARIA V. MARTIN K M97 KEAN K MARkH PE 71455 MEET TITLE CABLE SUPPORT AND CONDUIT DETAILS HEET NUMBER• C3 KHA Job #: 041384029 PROPOSED CONFIGURATION scdsecsci'a >kep:> :aeuiwueemmtAneouewneuwtox6 ,_-.u-a��raaestmc ,,, _ _ —cu�uA• lh o xowwsm;o IMPw A. ad Ym3C�hNns AGL - OomID AdlAv :— me�� .tea s.wme�Aewttfiweoatawefirles w� NnSwb.XnMkenaslLMfmL1e1 PW15emlt AVH4 BETA oWA - CAXSwPiWx L»AGP+iSQ C»VL3PE6H3 M]30 ]15 I35 3m 'rwddNp AC11 r-.-.._ Io l0 1p t aea RddA - — x x 3 MetSmin-Xnlrvkmn AI➢N1 BETA fi1NlU MmAti-. TE'rr"iL�.a;+'_ryAvL•4, t 1 t "eMaxX3el➢l le�ID' = _' C55YRApE35R Lp 3TGP%W CS4 CARSISAi rcu0,lrkaBfn['nastTww�t�na .. ]f] t83 36p pmaugvlieelleetAGL avw�nQa9amm� _ 10 tp. fi allolkbmT Ylsl r.-vrwrr®n: _- _ Ndkl pH'>rfi _` aSNdBu3p@Voe� - - x x x Xn3nvin-NevAndnMNF forNe WL' A LAtlLENPN4 P169� - AVw Ns BETA LAWIA.. e 1 1 t sA6.°elaa LSSxKAPE1Hx RSAWKMi L»3TGPup835t] M _ � ,qfe le FAGI 1p am 10 '0 pa+m� _ wf Pfiilt� __ wN4TiFt e>A.Lawlh x 2 x 3 NSA ]m19mRIW AxIFNNk µ1A)VP Vp1¢IAckrsabR5M11FlAWi. wAL BBX3XEa — - - `RtlMmOerWMhmn n p �+YOL9INI.OR .^ N(l9 lme'litt4NmbIN .yak 4- tl341m3eTa( Fws 0 L451 i4a1NWn NLnmil,�! e nTdmf.4 bq FM T 3 -'�. 1(1$RmNf¢1a�+: Y 1 e.'rtiT MN mfievotwvhkl+ 8 � :IN fA 3 AVTT h N N91c4aa� ' e 041a0 kw'-ua:'s+''- p FFLYW(ryft ev.CePJm LUWZIStrefaa.e p ��a,atxfiNPNaekG'Tc�r p -� ar[TE WAIW -.�'> ts?PTs4^diE4oaaW3pe: _'.Cc]-: 1»' � 49 - p ldpx' a ' tl F5 k 1»• _ _..TmN PPLE3E0.CWXt: :_: -_ p WNBOFASETNE®®ATBR 1w Quad Oend)(Pd - WadB d)(Pal lmvereaeM I tmaer Band I t4s ss .ss .ss Ins de: ShN3M NOTES: 1. ROOF CURB MUST BE SET UP FOR UNIT BEND INSTALLED. 2. SEAL STRIP MUST BE APPLIED. AS REQUIRED. TO UNIT BEING INSTALIED. 3. ROOF CURB IS MADE OF 16--GAUGE STEEL 4. ATTACH DUCTWORK TO CURB (FLANGES OF DUCT REST ON CURB). 5. NSUL4TED PANELS: 1--IN. (25 MM) THICK FIBERGLASS 1 IB. DENSITY. B. WHEN UNIT MOUNTING SCREW IS USED (SEE NOTE A), A RETAINER BRACKET MUST BE USED AS WELL THIS BRACKET MUST ALSO BE USED WHEN REQUIRED BY CODE FOR HURRICANE OR SEISMIC CONDITIONS. THIS BRACKET IS AVAILABLE THROUGH MICROMEIL TRUE NORTH (0•) ALPHA SECTOR (335') GAMMA SECTOR (260') BETA SECTOR (185') CONTRACTOR SHALL USE SURVEY INFORMATION TO ALIGN ORIENTATION DF ANTENNA SUPPORT STRUCIDRE(9 WITH BEARINGS SHOWN IN DIAGRAM ABOVE. ANTENNA ❑RIENTATION DIAGRAM HITS. COAX MARKING COLOR CODE SECTOR A OR 1 — RED SECTOR B OR 2 — BLUE SECTOR C OR 3 = GREEN ANTENNA POSITION NUMBERED LEFT TO RIGHT MEWED RADIO CABINET TO ANTENNA PCs TKO PORT GOES TO ANTENNA #1 PORT —45 HIGH BAND MARKED I STRIPE TIN PORT GOES TO ANTENNA g2 PORT +45 HIGH BAND MARKO 2 STRIPES LTE RFA PORT GOES TO ANTENNA #1 PORT —45 LOW BAND MARKED 3 STRIPES RFB PORT GOES TO ANTENNA A,2 PORT +45 LOW BAND MARKED 4 STRIPES AM RFA PORT GOES TO ANTENNA #1 PORT +45 HIGH BAND MARKED 5 STRIPES RFD PORT GOES TO ANTENNA #2 PORT —45 HIGH BAND MARKED 6 STRIPES SECTOR PROPOSED ANTENNA TYPE EL DOEWhRILT 1MAs COAX (CABLES LENGTH SECTOR ANHA CSS X7CAP —865-42 1 143.0'3 0' 335' NO (3) 1-5/8" 15'3 ALPHA CSS X7CAP —665-42 1 1 143.0't 1 0' 1 33541 NO 1 (3) 1-5/5- 15'3 BETA CSS X7CAP —865-42 1 147.0'i OF 185' 1 NO 1 (3) 1-5/8" 50'1 BETA CSS X7CAP —665-42 1 147.0'3 OF I 195' I NO 1 (3) 1-5/8'1 503 GAMMA CSS X7CAP —665-42 1 1 143.0'3 1 0' 260' 1 NO 1 (3) 1-5/8" 150'2 GAMMA CSS X7CAP—665-42 1 1 143.0't 1 0260' 1 NO 1(3) 1-5/8" 150'f NOTE: 1. ALL COAX CABLE LENGTHS ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT LENGTH IN THE FIELD PRIOR TO CONSTRUCTION. ANTENNA AND COAX CABLE REQUIREMENTS AND WEATHER PROOF ALL UNUSEDANTENNA POSTS FDIC 7/8 APPRON O 0@T AS REmO FOR CABLE REND RAINS L COMIRACTGR TO LOCATE REBAR PRIOR TO I)MLING OR CORING So NOT CM REBAR. E CONTRPCTOZ TO INSURE WATER -TIGHTNESS AT ALL PENOT TIONS COAX CABLE ATTACHMENT DETAIL N.T.S. v ria n 4700 EXCHANGE CT. SUITE ICJ BOCA RATION, FL 33431 (551) 995-5500 SANDS ON THE OCEAN SITE No 68870 3100 N AIA FORT PIERCE, FL 34949 ST LUCIE COUNTY :CURRENT ISSUE DATE: JANUARY 2016. CONSTRUCTION DRAWINGS e��\�P�• N ��• 1VIv1.\irVt _ LJa71 5 C, 3� Kimley—Horn 1 and Associates, © 2816 XIM(FY-NLR/i AM ASSWAiE$ ING 7920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 ROPE MMC0695 GOD I AIR KKM ARNOIDO A ARTIES PE 70645 "ARIA V. MARTIN PE 72347 KEWN IC MARAN PE 71455 ANTENNA SPECIFICATIONS AND DETAILS KHA Job C4 I 041384029 LESSEE PROPOSED PVC FENCE TO MATCH EXISTING EGSDNG DIESEL . GENERATOR ON _ CONCRETE PAD EXHAUST 2.5' DIES. ROCHESTER GAUGE W/ELECTMC SENDER INTERSTMAL MONITORING 'LEAK GAUGE' 5 GALLON OVER SPILL BUCKET FUEL LOCKABLE FUEL FILL 1-1/4' VENT 3' VENT GENERATOR METAL ENCLOSURE ERATOR METAL ENCLOSURE GENERAL STRUCTURAL NOTES: ` , 1. ➢ESIGN, �/ �IZ 2010 FLORIDA BUILDING CODE HIND LOADS (ASCE 7-105 4700 EXCHANGE CT. SUITE 10) ULT MATE WINO SPEED = 160 MPH aDPn Raiax, FL 35431 NOMINAL WIND SPEED = 124 MPH (561) 955-RW RISK CATEGORY III WIND EXPOSURE = C ROJECT INFORMATION: 2. STRUCTURAL STEEL, MATERIAL. SANDS ON THE OCEAN STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 GRA➢E. STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B. SIR PIPE AND TUBING SHALL CONFORM TO ASTM A53 SITE N o 68870 AND SHALL BE. SCHEDULE 40 UNLESS OTHERWISE NOTED. CONNECTIONS, 3100 N A1A DESIGN SHALL CONFORM TO RISC MANUAL OF STEEL CONSTRUCTION. FORT PIERCE, FL 34949 WELDING, SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH ANS BILL ALL WELTS ST LUCIE COUNTY SOLES SHALL BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E70XX 301_ I ECTRDDES. CURRENT ISSUE DATE: A325-X, SIZE AS SHOWN ON DRAWINGS. STRUCTURAL SLAB n �ryNUAREI LD}G CONCRETE, CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI, SSUED FOR - AND A MAXIMUM W/C OF 0.45. PEAROCK AGGREGATE MIX SHALL NOT BE USED. FIBER REINFORCEMENT, CONSTRUCTION DRAWINGS USE ONLY 100% VIRGIN POLYPROPYLENE MD FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS. APPLICATION PER CUBIC YARD SHALL EQUAL 0.1% 0.5 LBS) BY VOLUME. EV.:�ATE:�ESCRIPTION: 3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL. TOUCH UP ALL FIELD WEI-DS AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT. ON TANK PER NFPA T04 (HEALTH -1, [@!TRACTOR SHALL NOTIFY THE=ENGINEER AND SUBMIT ANY PROPOSED CHANGES TO THE ENGINEER I, I }1-04-2014 ftY19fVS PER B.AG Offim FLAMMABILITY -2. INSTA661UTY -0) �® PROVIDED BY VEREON FOR APPROVAL ,� e® 5. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ��4 f ce 4 5/B0 X 4' HIX HEAD ACCORDANCE TO THE AISC MANUAL OF STEEL CONSTRUCTION \� A`,� i t�� V ...... ...0 oce LLIN ,BREAD TAP BOLTS G. TOLERANCE. STRUCTURAL STEEL SHALL NOT BEALL STRUCTURAL STEEL SHALL BE FABRICATED TFLAME CUT AT BUNDER ANYLILTEB CIRCUMSTANCES ` CIRCUMSTANCES WITH UTECTIONS WITHIN 1/15CH �-;.•'•• NS''-s,' x, oocc APPROVAL OF THE ENGINEER. 6 `\'• = v o c PROPOSED FD.EP. APPROVED 300 a 4� ? • ���� SUB -BA DOUBLE WALL T. CONTRACTOR /STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER -� - ••- SUB -BASED DIESEL TANK WIIH INTRUSION. FUEL LEVEL GAUGE T W AUDIBLE 0 0 0 O 6. EXISTING VEGETATION, DEBRIS, ORGANIC AND DELETERIOUS MATERIALS SHALL BE REMOVED FROM BELOW ALARM SENSOR THAT WILL ACWATE LOCATE ATE CPPAOtt T THE CONCRETE PAD / FOOTINGS. SOIL WITHIN E MINIMUMIJU OF 2 FEET BELOW THE BOTTOM OF THE PAD / -- TANK BASE (CONTRA( TO LOCATE TANK BASE FOOTINGS SHALL HE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER THE MODIFIED PROCTOR TEST r `® ALARM SENSOR AL CLOSE AS (ASTM D155]). y _ E OF POSSIBLE TO FILL PORT) 9. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER IS ALLOWED ON THE SLAB AND � ., .• �T7�8 ATTACH TANK BASE WASHOUT BENEATH THE SLAB IS PREVENTED. % Ay ,n,`,yE�4 \ `• L� W (8) 1/Y DIES HIL➢ HY150 EPDXY ANCHORS WIT 10. CONTRACTOR SMALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION, NTO CONCR mM SLAB '�U'' :' 1y. :.:a: �:_0' _'_ib .•- ;.e; 1L AMINIMUM CONCRETE GAINST AND PERMANENTLY FEXPDSEDD TOC EARTH SHALL HAVE UNLESSMINIMUM TCDNCRETE COVER CONCRETE 3'CAST Y ED B14 )NCRETE.SEAB y" '�' ( •� - °."'' CONCRETELSIAB �_❑ Kimey—Horn \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ 12. BYDESIGN AT LEAST N4' 0' OF WELL COMPACTE➢SUM SOIL SEEIFNOTEI BN FOOTING TD BE SUPPORTED © �� Ad Associates, A n 1920 WEKIVA WAY ONT VIEW SIDE VIEW WEST PALM BEACH, FLORIOA 33411 (561) 845-0665 GENERATOR DETAIL FBPE CAOIXX 696 N.T.S. VPftlPrT neTe- C\GRASSY I1— CONCRETE CURB I �EXSDNG CDNC. PAD - W/ VENT PIPE GENERATOR LAYOUT D B 1s scALeAs sHvm GENERATOR EXHAUST LESSEE PROPOSED 50KW DIESEL GENERATOR ON PROPOSED —CONCRETE PAD WITHIN 4'XTO' GROUND LEASE AREA (TOTAL OF 40 SO FF) OUTLINE OF METAL ENCLOSURE WITH DOORS AS PER NFPA 704 (HEALTH -1. FLAMMABILTY -2, INSTABIUTY -0) PROVIDED BY VERIZON WIRELESS PROPOSED F.D.E.P. APPROVD 300 GALLONS DOUBLE WALL SUB -BASE DIESEL TANK WITH FTIEL LEVEL GAUGE AND ALARM SENSOR ON PROPOSED CONCRETE PAD U FOOTING N.T.S. PROPOSED ---- PVC GATE DETAIL N.T.S. NOTE ALL HARDWARE TO BE HOT DIPPED GALVANIZED. ANEL PVC FENCING NOTES: 1. - ALL WOOD FENCE POSTS TO BE NO. 2 SOUTHERN YELLOW PINE CCA PRESSURE TREATED LUMBER. ALL POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE 2. - TREATED LUMBER. ALL METAL PARTS TO BE HOT DIP GALVANIZED. 3. - GATE SHALL HAVE HEAVY DUTY HINGES AND LOCKING 4. - DEVICE. CONCRETE FOR FOOTINGS TO HAVE A MINIMUM 28 DAY 5. - COMPRESSIVE STRENGTH OF 3000 PSI 4'x4' P.T. NOTE WHITE PVC PANEL ALL FASTENERS SHALL BE (TYPICAL) HOT DIPPED GALVANIZE➢. STAPLES SHALL NOT BE USED. PVC FENCE PLAN VIEW N.T.S. v riz n 4700 EnNNE CT, 411TE 1C0 BOCA FATON. R W431 (561) 995-5500 PROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N A1A FORT PIERCE, FL 34949 ST LUCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 LUED FOR: CONSTRUCTION DRAWINGS EV.:=DATE:====DESCRIPTION: SEAL: i PARED BY: Kimley—Horn "=Fl and Associotes, Inc © 2016 NWIEY-NMN ANO AS .AI ING 1920 WEKIVA WAY WEST PALM BEACH, FLCRIOA 33411 (561) 845-0665 PBPE CA0000695 ROJECT DATA PAWN BY:=CHK.: GOD ARS KKM CENSURE: AM o 0. mPi PE ]0645 MA V. MA N PE )E399 KENN K MAIMJ PE 71465 HEET TITLE PVC FENCE DETAILS HEEF NUMBER: C6 KHA Job 041384029 4 E7 E7 Hi Ht it NOTE n'-0- ARECOONRfENff THT THEDIMENMUSTVEMFY SIONS CONDITIONS DAMNIOF THENG EROR TO COLUMNS ARE CONSTRUCTION. T THE THEDIMENSIONS SHOWN ON THISFERENCEPRIOR E CONSTRUCTION. THE CONTRACTOR OR MUST REPORT MY ROPOSEDIFRAME MAYBE THE ENGINEER. POSSIBLE DIMENSIONALAOJUSTMENT OF THE PROPOSED FRAME MAYBE NECESSARY. I Et Hi 11- W A2 S2 L_ STRUCTURAL NOTES: 1. DESIGN: CONTRACTOR SHALLMEET THE REQUIREMENTS OF THE 2014 FLORIOABURDING CODE AND ANY GOVERNING CODES DURING CONSTRUCTION. 2 WINO LOAD CRITERIA(ASCE 7-10): STRUCTURALFRAME: BASIC WIND SPEED Wt-160 MPH V.d-124 MPH STRUCTURALCATEGORY=II WINO IXP.URE=D MWFRS FOR OTHER STRUCTURES ROOFTOP EQUIPMENT SRIUCTURAL STEEL: MATERIAL -ALL STEEL MEMBERS SHALL CONFORM WTH THE FOLLOWING SPECIFICATIONS: 1 PIPE SHAPES SHALL CONFORM TO ASTM A53 GRACE B (Fy=35 K51; Fu-W KSI) HSS SHAPES SHALL CONFORM TO ASTM MOO GcB(ROUND: FY= 4am. Fu=58W. SQUARE: FY-4 W, Fu=58WS W SHAPES SHALL CONFORM WITH ASTM M92 (FY-50W.Fu=55kv) CHANNELS, PLATES AND ANGLES SMALL CONFORM WRH ASTM ASS(FY-WW,Fu=581 i) BOLTS: I ALLBOLTSSHALLCONFORMTOASTMA325-X CONNECTIONS: DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO HISS MANUAL OF STEEL CONSTRUCTION, I4TH EDITION. ( I WELDING; SHALL BE DONE BY AN AM CERTIFIED MILDER AND IN COMPLIANCE WITH AM DIA. ALL WELDS SIZES SHALL BE THE MAXIMUM ALLOWED BYTHEMATEW SBNGWELDEOWRHETOXXELE ODE GALVANIZEDASSEMBUES: GALVANIZED HSSASSEMBUES SHOULD NOT BE COMPLETELY SEALED BECAUSE RAPID PRESSURE CHANGES DURING THE GALVMONGPROCESSTENDTOBURSTSE4I MSEMBUES. 3. PLATFORMEQUIPMENT: THIS PLATFORM WAS DESIGNED LOADED WITHTHEFOLLOWING CABINETS (CONTACTOR SHALL SEE CIVIL SHEETS FOR EXACT LOCATIONOF.ALLCABINETS): 3.1.(1)EBREBATTERYCABINET-(DL-4960bz) 32. (2)MOD4.OBCASINETS-(OL-14nlbs EACH) H1 3.J.(1)OOECABINETWIPEDESTAL-(DL=CQIM) 6 3.4. (1)FUTURECABINET-(DL=22MO ) 4. ALL COMPONENTS SHALL BE PROTECTED FROM WEATHER EFFECTS. USE HOT DIP GALVANIZED MATERIAL OR PAINTAS APPROPRIATE. TOUCH UP All FIELD WELDS AND ABRADED AREAS WM TING COATS OF ACCEPTABLE PAINT. REPAIR OF ABRADED OR UNCOATEDABEAS SHALL CONFORM TO ASTM VM93A -- 5. CONTRACTOR MAY PNNTGALVANIZE0 HSS MEMBERS IF REQUESTED BYTHE CUENT. CONTRACTORSHALLCOORDINATEWTH PROJECT MANAGER FOR COLOR SELECTION. ,�• — 9. CONTRACTOR I BTEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RADANATER INTRUSION, PLAN VIEW- EXISTING COLUMN LOCATIONS NQ'� 12=tVY OITCLI CR - rIL^IY VICVV '}' SCALEIW=1'U' - 10. CONTRACTORI STEEL FABRICATOR SHALL SUBMRSHOP DRAWINGS FOR REVIEWPRIORTOANYSTEELFABRICATION.AT THE CONTRACTOR'S OPTION. FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCESARE USED, THE SHOP ORAWNGS SHALL INCLUDE ALL DUALS FOR THE PROPOSED FIELD SPLICES AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 11. ATTHECOMRACTORSOPTON,SHOPW MSIMYSEUSMINSTFADOFFlELOWELDS. 12. SUBMIT ORIGINAL SHOP ORAWNGS, INCLUDING COMRETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY. OFWELD.PROVIOESETTNG 10RAGESTOBEINSTALLED M CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING MY AREAS OFTHE SITE ATTHE CONTRACTOR'S EXPENSE THATARE DISTURBMD ARESULTOFTHEW9MK OCIATEDWTHTHEINSTALLITION OFTHEPROPOSEDIMPROVEMENTS IC THE CONTRACTOR SHALLVERIFY PROPOSED STRUCTURAL LOCATONSANO POTENTIAL OONFUCTS BEFORE BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER DESIGN MODIFICATIONS MAYBE NECESSARYAS A RESULT. 15. CONTACTORSHALLVEMPY ALLDIMENSIONSPRIORTOOONMUCVONMDNONFYTHEENGINEEROFANYDISCMPMCIES BETWEEN THE CONSTRUCTION ORAWNG SEf AND EASING FIELD CONDTONS. 16. THIS DESIGN IS BALED ON INFORMATION PROPSED TO ONME BY KIMLEY-HORN AND ASSOCIATES INCLUDING: -PRELIMINARY SITE LAYOUT DATED FEBRUARY 2814 RECORD DRAW NGS OF THE EASTWG BUILDING BY BUIGAS &ASSOCIATES ARCHITECTS INC., DATED 7116181 CABINET LAYOUT MS SITE MAP LEGEND © MCNICHOLS GW(I M4) P x i- GALVANIZED FINISH GRATING (INSTALL OVER ENTIRE ELEVATED ARE� INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING HR HANDRAI. 13- GALV. STEEL (SEE DUAL 301 ON G3) E1 E)L BUILDING CONCRETE COLUMN, 12 4' b3000PSN O EX BUILDING CONCRETE COLUMN, 10'X24' (f,3000PSI) Hi HGG ROUND COLUMN Cx I2(SEEOETAL 201 ON S2 FOR BASEPIATE DETAIL) G1 GIRDER.W10X33 B7 BEAM,WIOXJJ BZ CROGS9E4M,W10X33 (.1 CHANNEL, COX115 P7 5AXPIPE PI 3OX PIPE L1 GALV.ANGLE-1.00i Al ANTENNA (SEE CIVIL PLANS FOR DETAILS) Q DL COLUMN CM1 COLUMN DESIGNATION (PER ORIGINAL BUILDING DRAW NGS) EX. COLUMN C4 ROW DESIGNATION (PER ORIGINAL BUILDING CRAW NGS) M• KNEEBRACE(SEEDETAL202ONS2) IS ROOF ELEV. NOTE EQUIPMENT CABINETS NOT SHOWN IN THIS VIEW FOR CLARITY SECTION Al FROM SI I' vr=ra II112YLP(SEENOTE 01Y16'W OW4' A-Y25%BOLT 12' THI CK STIFFENER PLATE, LA COLUMN (P. BOTH SIDES, SEEOETNI-302FORYELO COLUMN TO GIRDER BASE PLATE DETAIL NT6 WE DETAIL201 NOTES: 1. ANCHOR SHALL BE SECURED WITH LPO HILT HAS ROD IWHILT HITAY200 EMSEDDED&WC 2. BASE PLATE SHALL BE INSTALLED FLUSH ON TOP OF CONCRETE ROOF SLAB. R IS INDICATED ON THERECOnD STHEREMAYBEUPT02-OFLWINSULATNGCONMETE. CONTRACTOR SHALLCHIPAWAYLWCASNEEDEDTOINSTALLBASEPIATE THEANCHOR BOLT EMBEDMENT DEPTH SHALL STARTAT TOP OF CONCRETE DECK AND NOTATTOP OF LWIC. 3. SEE DETNL603 FOR ROOF PATCHING DETAIL E201 BASEPLATE AND COLUMN CONNECTION DETAIL S-2 Nrs 42'LW INS CCRETE I SECTION A2 FROM S7 1¢=ry gA 011/16-BOLT HOLE 8_ mP) 514' 21X16 21/8'B2114'21I6'o 10IM' r-) 3-e' BRACING SCHEDULE PLATE wl D BOLT CASE A B 0 C THICKNESS .,. (TYP) H1TOG1 1'-3a' 1'L11' 45° 2L 4x41.& 9N6'THK. IN, 00 H1TOB1 FIELD FIELD 45' 2L4x4 9/16 THK. 1l4' 1-0 MEASURE MEASURE B" B"=M90E. GROUP B. F0=113k9. FOY= UW PLATE DETAIL NTS 202 TYPICAL KNEE BRACE DETAIL $-Z NTS LEGEND © MCNICHOLS GW(IWAH 1'z T° GALVANIZED FINISH GRATING UNSTPLL OVER ENTIRE ELEVATED AREA, INSTALL PER MANUFACTURER'S SPECIFICATONS] / DIRECTION OF GRATING HANDRAIL. ,{' CALV. STEEL (SEE DUAL 301 ONES) E1 EX BUILDING CONCRETE COLUMN, 1=4' U-'000P51) E2 M BUILDING CONCRETE COLUMN. 10'A04' (t 3000PS1) Hi HSS ROUND COLUMN V x IM(SEE DETAIL 201 ON S-2 FOR BASE PLATE DETAIL) (i1 GIRDER,WIM3 B1 SEAM,WOY.35 82 CROSSBEAM,W10= C1 CHANNEL,C8XIIS P7 BOX PIPE P4 3.Ox PIPE if GALV.ANGLE-L4x4x1 Al ANTENNA (SEE CIVIL PLANS FOR DETNLS) 4 EX COLUMN CL COLUMN DESIGNATION (PER ORIGINAL BUILDING DRAWINGS) EX COLUMN C&, ROW DESIGNATION(PER �J ORIGINAL BUILDING DRAWINGS) µ KNEE SPACE (SEE DETAIL 20 ON S2) 4700 E%(HMGE CT. MITE I W BOCA RATON. FL MQt (561) 995-SBA] SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA ST LUCIE COUNTY =CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS No. 25349 1 _ 1 � , `A Ir -hSTATE OF : !V M'M1I ENGINEERING, LLC xwxwme.w GAME N1]E.m3nET F:86 05d890 GNNESYILLE, FL]26W F; BEB-52L4B24 STE NAM. 9 E ApJi6Y OMHfR/PPW. NO, .c. Bryn / zomm BUILDING CODC W4 RRA)A 9AIlAG = I SMB I JWM I AR I —3 W E 4I910E PM. PE "2VRS SIFPHEN NATMDI BFLSER. PE R-,Sni4 STRUCTURAL ELEVATIONS & DETAILS Sm2 jj -KHA Job A: ❑pnH, 041384029 WIS. 11? PLAY12•B43E PLATE (fYP) 12• B1 it2OCHd T 'GALVANIZEDS O WE04TYAO O" ".ER PLATE l2• (TYP) BEAM I 1 9' f lCtIOGALVANGEDSCH I PIPERNLGRINDAU-WELDS — — — — — WIT P.) }•STIFFENER PLATE(IVP) A L � P1 *A -- TOE PLATE 114NC CONTINUOUS, T 7NVBASE WIIO TO POST TYP TYP PLATE UT ) 6 p1 B1 SEENOTEI 6• TVp s B NOTES 12' STIFFENER 1.INSTALLTWO STIFFENERS ON EACH S10E 611 OF BEAM(4 TOTAL PER PI) SEE DUAL 302 1 PLATE RYP) FOR STIFFENER DETAIL (TYP FOR ALL PI TYP 12' TO BI CONNECTION LOCATIONS). SECTION A -A a s 1fi NT6 301 HANDRAIL DETAIL 302 STIFFENER PLATE DETAIL 303 P1 TO B1 CONNECTION DETAIL S3 NTS 53 NIB S3 NTS LEGEND MCNICHOLS GW(1TA4) l'x j GALVANIZED FlMSH EOUIPMENTCASINET © GRATING ONSTALL OVER ENRRE ELEVATED AREA INSTALL PER MANUFACTURER'S SPECIFICATIONS) A BI �� OIRECTIONOFGRATING 1l1' ]12• CASE1 HANDRAIL, 1}' GALV. STEEL (SEE DETAIL 301 ON S3) RIW CASE2 r' El EX BUILDING CONCRETE COLUMN, 1Y 4' B2 BE (Ic3000P51) O EX. BUILDING CONCRETE COLUMN, 1OW4- F= (I--3000PS1) 11/4- HI HSB ROUNOCOWMN6'x12'(SEEDETAIL201CNS2 3H'0 A325X 312' BEAM FOR BASE PLATE DETAIL) BOLT(TYP) B7 G1 GIRDERwfax33 a� z- R12' SEENOTEI B1 BEAM,W10X33 TYP6 I 12' Gl C'I BEE NOTEI. BZ CROSSBEAM,WIDXE 1D J 11/4' NOTES FOR 306: O1 CHANNEL,CSXIL5 11M' 1. ATTACHCABINETSW IY A307 BOLTSWMEX P1 6DX PIPE NUTS AND WASHERS W MINIMUM EDGE DISTANCE O ]. OF1'FROMCENTERCFHOLEWIN4BOLTSPEN CABINET) PER MANUFACTURER'S SPECIFICATIONS. pZ 3.OXPIPE A L1 GALV.ANGIE-L4sdz} L3}13;'xs}'(TYP) 11a' O Al ANTENNA(GEE CIML PLANS FOR DETAILS) ---- — — —'— ---- 306 CABINET ANCHORBOLT CONNECTION DETAIL n EX COLUMNC COLUMN DEUGNAr0N(PER ORIGINAL BUILDING DRAWINGS) LC0 X325X BOLT(TYPI Sur Y 53 WS 81 /:\ EX. COLUMN CA, ROWOESIGNATION(PER B2 2 01116' � ORIGINALBUIWINGDRAWINGS) L3}'X3}'X5}• HOLE N'TPI N. KNEE BRACE (GEE DETAIL2020N S2) Irz' mP) • 12' THICK STIFFENERPLITE, 1�/yam CL NOTES: LOCATEOABOVEWEBOF 1. ATLOCATIONSAHEREP1 CONNECTSTO END OFBI, GIRDER (TYP. BOTH SIDES. SEEOETAIL=FOR`MI 81 a71TYP CONRUCTOR MAY CONNECT Cl BY BOLTING THROUGHSTIFFENER PLATE IN LIEU OF INSTAWNG ANGLE CONNECTOR(BOTH SIDES OF BI, TYP). 11d' CL 306 Cl TO 61 CONNECTION DETAIL k-7TYP 33 Nrs A A ,-- — - — -- -3iy3}'X53'(TYP)) H1U SECTION A -A B 9 "P) WS B7 12'THICKSTIFFENERPLATE,� G1 G1 LOCATED BELOW WEB OF CASEI- ADO STIFFENER ON OPPOSITE SIDE OF ANY SINGLE BEAM BEAM (TYp. BOTH SIDES, SEE OETNL302 FOR WEIR SECTION A -A SECTION B-B CASE 2-OPPOSITE BEAM PRESENT DETAIL) MS NTS G1 304 B2 TO B1 CONNECTION DETAIL sa WS 307 G1 TO Bt CONNECTION DETAIL 53 Nrs ISr WATERPGM FOST CPP (TYF) 18' MIN. O i0 ANTENNA D2'x12.FxT.,• MAX. Typ) STANDARD RNUNG (STAN APPICABLE) Mn 24' x. NOT BE NOTE) (TYPICAL) STANDARD RAILING O¢ 3T MIN. VFAPPUCABLE) PQiPENOCBSTR CLEARPNLE TO OBSTRVCTION (SEE NOTE 6) 4700 MGE SUITE 100 RT. BOCA CA MR.. FL }31J1 (561) 995-$$7J P2 DIAGONAL SEE NOTE ] ((TYPICAL) SEE NOTE] I (TYPICAL)SAND PROJECT INFORMATION: (TYSSBGBRACE L(TRO ON THE OCEAN I I SITE #68870 CONNECT P2 TO P1 USINGCONNECTIT o 3100 N AtA CC300E OR EOUNALENT(TYP) 0 FORT PIERCE, FLORIDA I SL LUCIE COUMY CONNECT P2 TO P2 URREM ISSUE DATE: USINGCONNECTR d EOUNALENi(TTP n o I JANUARY 2016 I g ¢ SSUED FOR: P2 � a TOE BAR @YHEN APPLICABLE) 1' IN. a OE BAR BFAPPUCABLE) BEE NOTE( w CONSTRUCTION DRAWINGS EV.:�ATE:�ESCRIPiION: OIAM R 61 SEEN 4) TOP OF LANDING PLATFORM I TOP OF LANDING (30'MIN.LENGTH) GRATING PLATFORM (24•MIN.WDTH) EGUIPMENT PLATFORM KIM 0 BEAM I SEA tbw• MAX PCla'x CIMI. xV TOP OF MP RUNG o w ]0'MIN. 1 BEACH SIDE RAIL I ,, �y+ LEVELED W/TOP OF n O ='.0 Np.25349 1 LANDING PLATFORM. li'..TD A * SEENOTE3 p g s D SMPACROSS I 11 1 v O 2' MAX SIDE RNLS RUNG o p ` 21?.Wr THCK a o I �a I D 0 � o S P Q rc 5 o L F ,gNreM1y.LLG 2: O w m MTAENGINEERING, LLC Wvnv.}.me.m I 1915 NN43FD STREkT P.352EOS01190 u O 3 E i GNNESAUF.FLJ26W F. 866-52Ha24 C4T20619 e:M+@M+e'e^9neeimBmm a Gz _ I ROJECT DATA: ROOF 16 (MIND U p� g� 1uVE 91E KUv6S I OWMN/PROP, Ypt BEE NOTE] -(MIN.) . 15T) SYE NOTE] BIS40FPi./Zwxc Gl LEGEND PILALI RIMryC CLUE t011 R6'mA 61YDXG 02F © MONICHOLS GWUSW4)1"x}• MLVANIZEO FINISH GRATING (INSTALL OVER ENTIRE ELEVATED AREA, LL PER MANUFACTURER'S SPECIFICATIONS) CLEARANCE FROM PERMANENT OBSTRUCTION NOTE: ROOF SP PRO. / DIRECTION OF GRATINGWENAPPUCABLE) DIAGONAL BRACING NOT ( RAWN BY:=CHK.: APV.: SMB JWM AR SHOWN FOR CLNLTY. HANDRAIL. 1}• GALV. STEEL(SEE DUAL 301 ON W) SEESIDEELEVAPON. (CENSURE: EX. BUILDING CONCRETE COLUMN, l2W4- E7 LADDER FRONT ELEVATION (t�3000PSB EX BUILDING CONCRETE COLUMN. I P%N' SCKE NTG PLATFORM CLIMBING SIDE SIDE MMN WA1E Y19ME MID, PE R,RSJR EZ (Ic+J000P51) SIE 0 YATIHEVI BE.. AS R,M] 14 Mt HSS ROUND COLUMN 6"x 1Q•(SEE DUNL201 ON S-2 FOR BASE PLATE DETAIL) LADDER SIDE ELEVATIONS Gi GIROER•W10%33 HEEf TITLE: Sr" F. N.T.S. B1 BEAM,Wl"n LADDER NOTES: B2 LROSSBEN4,Wtox3J STRUCTURAL 401 ANTENNA DETAIL Ct LHANNEL,Ca%11.5 1. LADDER FABRICATION SHALL COMPLY WITHALL APPLICABLE OSHA REQUIREMENTS. 6. TOP RUNG SHALL BE LOCATED AT THE LEVEL OF THE LANDING LATERALLY SERVED BY THE LADDER. DETAILS 84 NTG a5.0%PIPE 2. WHEN OSHA REQUIREMENTS CONFLICT WITH CONSTRUCTION 6. ONLY IF STRICTLY UNAVOIDABLE. THE MINIMUM PERPENDICULAR HEET NUMBER' DRAWINGS, OSHA REQUIREMENTS SHALL PREVAIL CLEARANCE TO OBSTRUCTION CAN BE REDUCED TO 24"MIN. p2 3.0%PIPE LI ANCE WTH CODE 3. ALL WELDIR SHALL BE ACCORBUILDING "CODE 7. RUNGSSPLINT RAILS AND BRACES FREE OF EDGES, BEIONS GN.v. ANGLE-L4xsx} STRUCTTHE FOR WELDING IN BUILDING CONSTRUCTION'(AWS D1.0) PROJECTHALL BUR MICHMSHARP SPLINTERS, BURRS OR PROJECTIONS WHICH MAY BEAHAZARD. At ANTENNA (SEE CIML PLANS FOR DETAILS) 4. RUNGS SHALL BE CORRUGATED, KNORLED, DIMPLED, COATED B. THE DISTANCE BETWEEN RUNGS SHALL NOT EXCEED 12 INCHES Sm4 2 COLUMN LA COLUMN DESIGNATION (PER WTH SKI D RESISTANT MATERIAL OR OTHERWISE TREATED TO AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF QEX ORIGINALBVILDINGDRAWNGS) MINIMIZE SUPPI NG. THE LADDER. KHA Job EX COLUMN M ROWDESIGNAPON(PER ORIGINAL BUILDING DRAWINGS) 402 ACCESS LADDER DETAIL IF" MEEBRACE (SEE DETAIL 2020NS3) Ol NTG ��❑b .xrr 041354029 W A W SECTION A -A W-11 l tY W AP (OR LPI 9 va� t'mv LEGEND © MCNICHOLS GW(19W4)1-. 1- GALVANREO FINISH GRATING (INSTALL OVER ENTIRE ELEVATED AREA INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING HR HANDRAIL, 1j GALV. STEEL (SEE DUAL 301 ON S3) B( DC BUILDING CONCRETE COLUMN, 1t 4- (1r3000PS1) O EX. BUILDING CONCRETE COLUMN, IVW4- (1C3000PG1) H1 HSS ROUND COLUMN V x 1/ (SEE DETAIL 201 ON 62 FOR BASE PIATEDUML) (;) GIRDER, W10%3] B7 BEAM,WIO%33 BP CROSSBEPM,W10%33 C1 C11ANNEL.OB%11.5 P7 S.O%PIPE P? 3.0%PIPE L1 GALV.PNGLE-L4Mx} Al AMENNA(SEECA4LPUNBFORDETAILS) Q EC COLUMN C/ COLUMN DESIGNATION(PER ORIGINAL BUILDING DRAWINGS) EX COLUMN CM1 ROW DESIGNATION (PER �J ORIGINAL BUILDING DRAWNGS) KNEE BRACE (SEE DETAIL 202 ON S-2) Veriz 4700 E%OIANCT: CT, SUITE 100 BOLA RATON, FL 3331 (561) 995-5500 SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA ST LUCIE COUNTY :CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS N0.25349 STATE OF AVM ENGINEERING, LLC w«x_jrmrc.co 4915 NW45RDSTREET P. 352-5058890 GNNEVAL EFL32'u06 F:8E652"824 CA/28619 cpm@jw jneeri ,cPm S E NAPE 91E OD6LLSi M. GG,t. / 20LNG m`UDPO CODE MU f1Y6A B URQ OXE SMB I UWM AR "8 WAYNE MISIIBE PM, PE R/35349 SIE m WTIHCII CO.SER. FE PL/67514 ANTENNA FRAME PLAN AND SECTIONS S=5 :KHA Job #: 041384029 !115 613116' HOLE (ON BACK BASE P:: R614 , TOTOP(TYP) PSEE DETRL 602 FOR ITCH POCKET DETAIL / ` Q u LI — U a. (TIP BI 6 B2) `—<--- —A NOTES FOR DFTNL 200: 1. INSTALLkO HOTOPPEOGALVMI2 DRILTIMNIKSOLT3Wl EMBEDMENTDEPTH OF2e PER"UFA RQ3'SSPECIFIC PONS(TYP.OFSPER& EPLATE) 601 BASEPLATE MODIFICATION DETAIL SS SCALE: NTs 1BGAGALV.STLPAN SEMIISOLDERALL S. SET IN HOT BITUMINOUS ROOFING d COATED Wf PLISTICCEIMFNT. FILL kI / SEEDETAIL W AND ON2 S-nL DE T 201 ON S MISTING STRUCTURAL ROOFOECK �Y I€I e 11 ' ill t'I�i�Nix�Il FILL WI NEW ROOF INSUTATION TO MATCH MSPNG IN TYPE SLOPE & THICKNESS 603 ROOF PITCH POCKET DETAIL Sfi SCALE NiS SECTION DETAIL C CONCRETE T-IT OF 604 TYP. WALL MOUNT BRACKET DETAIL FOR MASONRY WALL S6 SCALE: NETS 602 PLATE TO COLUMN WELD DETAIL SF SCALE: NTS LEGEND MCNICHOLS GW(19WI) 111' GALVANRED FINISH GRATING(INSTP OVER ENTIRE ELEVATED AR INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING HR HANDWJL 1; GM-V. STEEL(SEE DETAIL 301 ON W) E) M BUILDING CONCRETE COLUMN, 1=1- (lbPOOOPS11 O EX BUILDING CONCRETE COLUMN, J0W4' (Io30)0PS1) H) HSS ROUND COLUMN C x@'(SEE DETAIL 201 ON S2 FORE EPLATEDETM) G1 GIROER,M0103 B1 BEPM,WJ=3 B2 CROSS BEAM, MOX33 Ci CHANNEL CIVU 1.5 Pt SAX PIPE O3.OX PIPE L1 GALV.ANGLE-L,4x4xi AL ANTENNA(SEECMLPIANSFORDElWl.S) Q EX COLUMN COLUMN DESIGNATION (PER ORIGINAL BUILDING DRRMNGS) EX COLUMN C L ROW DESIGNATION (PER ORIGINAL BUILDING DR MMNGS) 4f� KNEE BRACE (SEE DETAIL 202 ON S-4 WRELESS(tt ) d a 6 605 WALL MOUNT BRACKET DETAIL FOR CONCRETE WALL Sb SCALE: MS verizong 4700 EICHMOE CT. SLIM 100 BOG MTON. FL 330, IS.) 995-SSNI SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA ST LUCIE COUNTY :CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS \\\NO�C, .��jCEAIB'�tPy i IA No.25349 can 1 2 MIN ENGINEERING LLC w+nv.ryme,m 4915"43RDSTREET P: 352-5053SSO GNNEW11F FL32NE F: 856 .S!4 CPY2P619 e:(rm@I n9inee"c= SMEI I MM AR (CENSURE: "N MINE MSIO. PM. PE M25] 9 SIEWIDI MATMEN BOUND. 1£ R(52514 ANTENNA FRAME & CONNECTION DETAILS S.6 T—KRA Job N: ❑p❑nk 041384029 1 0"j/ ELECTRICAL NOTES I. GENERAL A. THE CONTACTOR SHALL PROVIDE ALL IM1EIAL AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON ME DRAWINGS. BENS NOT SHOWN BUT OBWOUSLY NECESSARY MR A COMPLETE SSTEM SHALL BE INCLUUEA B. THE CONTRACTOR SHALL MGM. W/VFRIZON WIRELESS FOR PERMITS & MSPECIIONS WRIZON WIRELESS SHALL MAIN ALL. PERMITS. SCHED. INSPECTIONS. & APPROVALS. C. ALL WORK MAIL CONFORM TO THE NATIONAL ELEC FUCM CODE AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L APPROVED. D. NE CONTRACTOR SHALL BEFORE SUBMITTING HIS DID, WSr THE SITE OF THE PROJECT AND BECOME FARIUR WITH THE COMMONS. NO ALLOWANCE WILL. BE MADE FOR EXISTING COMMONS OR FALURE OF THE CONTRACTOR TO OBSERVE THEIR E. EXACT LOCATION OF ALL EONPMEM MALL BE COORDINATED WON VENIZON "I ME BUILDING OWNER AND OTHER MARES. F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE SUBSTITUTION SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENONEER. ENE CONTRACTOR SHALL SUBMIT OETAM1S OF PROPOSED MAIFR ILS. REASON FOR CHANGE AND CHANGE IN CONTRACT AMOUNT. 2. SCOPE OF WORK A THE CONTRACTOR MIL- PROVIDE ALL ETECIRCAL WRNG AND EQUIPMENT UNLESS OTH RIME INDICATED. MAN COMMENTS ARE AS FOLLOWS: 1. PROVIDE EECTeCM SEANCE AS INDICATED ON ME DRAWINGS. 2 PROIDE SENCE EQUIPMENT MOUNTED AS WDICATM ON DRAWINGS. 3. PROVIDE TELEPHONE COMMIT WITH PULL Wife£ MIN UM ON DRAWINGS. 4. COORDINATE ELECTRICAL SERVICE WITH POWER CO.. CONTACT REP PRIOR TO CONSTRUCTION. 5. COORDINATE TELEPHONE SEGMCE WITH TELCO CONTACT REP PRIOR TO MNSMUCITDN. 6. ESIATL WEE AND CONDUIT AS INDICAIRD, 1. PROVIDE GROUNDING AS NDO ED ON ORAWINCS. 8. RESTORE ALL AREAS TO ORIGINAL CONDITION ARM INSTAWNON OF CONWR. CUT AND PATCH CONCRETE AND/OR ASPHALT AS RDOUREA 9. WNTRACTOR SHALL CLEARLY UBLL DISCONNECTS, MEETS, MIDI TELEPHONE TEJUIWY BOX AND OTHER RELATED GEM. 3. CONDOR A WNWIT SEES AS SHOWN ON THE DRAW= ME A MINIMUM. THE CONTRACTOR MAY INCREASE M REWIRED MR RISE OF NWNG. B. CONDUIT TYPE AS FOLLOWS: I. ALL MOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL. 2. ALL CONDOR BELOW GRADE SHALL BE SCHEME D PAL 3. CONCEALED CONDOR IN WALLS OR MOVE CEWNC MY BE EFT. C. ALL WOSED CWWO SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICOAR TO SRUCNRAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE NOT DIPPED GALVANIZED STEEL CONDUITS STALL HAVE OURRS REMOVED WITH A REAMER. CONDUITS ENTERED COMES SHALL HAVE LOC( NUR INSIDE AND OUT UNLESS ENTRANCE IS THREADED. NYLON INSULATED BUSUNGS SHAH BE USED ON ALL MEET TERMINATIONS. PPG POWER CABINET WITH PNIBRD A TELCO TO WIRELESS CMEE15, SEE TELCO GENERATOR RECEPTAC E, 200A MPLEON 24OA,3W, 4 POLES, REVMSE SEANCE MODEL ADR200 4 STYLE 2, OR MPROMM EQUAL CONTRACTOR M VERIFY MODEL / W/VERIZON WIRELESS BEFTURE ORDMW GEN. RECEFINNE. COORDINATE ACTUAL LOCATION WITH VERMON WIRELESS AND BMW. OWNER. PROPOSED ROUTING IS THROUGH Mr FLOOR CEILING, SEE E-2 .1 MI 1 -0--) ELECTRICAL RISER DIAGRAM GROUNDING PROTECTION SYSTEM NOTES: 1. PRONOE 'CABLE DiDNNCE GROUND BOA' (CEO). 3TH % 6'L % 1/4b. MOUNT AT +2--0- AT TELCO BOARD. (OPTIONAL ONLY WHEN REWIRED I WRZON WEEESS) 2. PROVDE A GROUND RING BUPom A MNIMUY OF 18' BELOW GRADE. THE GROUND RING SHALL BE INSTPLLEO 2'-0' AWAY MOM FWND4R014 (MINIMUM UNLESS SHOWN ON DRAWING). 3. BOND FENCE POST TO GROUND RING USING AN EXOTHERMIC WELD. BOND FENCE GATE TO POST W M A FLEXIBLE COPPER JUMPER STRAP MECHANICALLY OR DOMMMICAILY. TYPICAL FOR ALL FENCE PLANES WITHIN T2 FEET OF TOWM FOUNDATION. FOR FENCE PLANES BEYOND 12'. EXTEND lag TO EACH FENCE PLANE TO ANY PLANES WITHIN SO'. 4. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED DEMNG RING IS THEY CROSS. S. EACH LEG OF THE WAVEGIIDE STRUCTURE SHALL BE INDMCUNLY BONDED TO THE BURIED GROUND RING. IXONMNICALLY WELD CONNECTIONS AT POST FOR WAVEGUIOE STRUCTURE AND BURIED GROUND RING RACE 5/8XIO' COPPERI GROUND ROD AT 10' INTINALS ALONG WAVEGUDE PATH. 6. BOND REBAR IN CONCRETE FOR COMMUNIGARON STRUCTURE AND EQUIPMENT PAD TO BURIED GROUND RING. EXOTHERMICALLY WEED A 12 RNNM SOLID COPPER CONDUCTION? TO THE MUM AND CONNECT TO THE BURIED GROUND RING. 1. PROVIDE INSPECTION SELVE AT ALL BURIED GROUND RING IXOTHMMIC CONNECTIONS 8. PROVIDE KNOWS OONDUCTOR(S) MOM THE BURNT GROUND RING TO THE ANIEM A CABLE BUS BM AT PALM JUST INSIDE OF THE COMMUNICATION STRUCTURE W. VEIBFY EYACT LOCATION OF COPPER BUS BAT FOR PROPER CONDUCTOR LENGTH. FINIAL IXOTHERMIC WELDS TO COPPER BUS BM BY ME. ANTENNA CABLE INSTALLER. 9. EXOTHORMICNLLY WELD BONDED CONDUCTOR TO COMMUNOMON STRUCTURE LEG AT 1'-0' ABOVE PAD AND BOND TO BURIED GROUND RING. PROVIDE A 3/4- PVC REEVE WITH A GRADUAL BOND N THE CONCRETE FOUNDATION. 10. 5/BRIO'-0' LONG COPPER CLAD GROUND ROD, tO SPACING BETWEEN BOOS (NON- LEAR). TYPICAL MR ALL GROUND RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APRICAME 11. ELECTI CONTACTOR SHALL TAKE MEGGM READINGS OF GROUND. ME RESULTS SHALL NOT BE GRFAIM RANI 5 OHMS. 12. ALL CONNECTIONS TO GROUND SM1111 MALL BE MODE IN UNE WON BENDS NOMINAL 12' RADIUS IN ME DIRECTION OF CURRENT FLOW. T-CONNECTIONS WILL NOT BE ALLOWED. 13. ALL BENDS N GROUND WIRES SOUL BE NOMINAL 12' RADIUS 14. ANTENNA CAU S SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' SLW. BE BOWED TOWARDS MIME OF LENGTH. COORNMTE LOCATION WIN VERIZON WRRESB PROJECT MANAGER. 15. WHEN APPLICABLE CONTRACTOR SHALL BOND FRAMES TO EACH OTHER & TO GROUND RING WA TWO PATHS. COOK. WITH VERIZON WUEI PROTECT WMAGER 16. CONTRACTOR CAN PROVIDE ONE OF THE FOLLCMNG AS DIRECTED BY W30ZON WIRELESS PROJECT MA AI ME SECOND OPTION IS PREFERRED. A CAOWELD EACH CABINET GROUND WE TO GROUND FUND M SHOWN IN EOUPMENT GROUNDING DETP B. CACKLED EACH WE M A 1/4'X4XI2' MIN. COPPER BUS BAR LOCATED BEHIND RADIO GENET. IDOEND A i2 WE MOM EACH MD OF COPPM BUS BAR M GROUND RING. 17. PROVDM BRAIDED BONDED JUMPERS BETWEEN EACH GATE AND POST. "RERELSS WIWVERIREISS WIRBFSS I WIRELESS BE CABINET CABINET CABINET CABINET -11-J 1 I EQUIP. W. A-' AND BUM OWNER LOADCENTER A SCHEDULE , 1 IIIIII, IIIIIIIIIIII1IIIIIIIIII1111111111, IIIIIIIIII1IIIIIIIIII1 IIIIIIIIII1IIIIIIIII, IIIIIIIIII1IIIIIIIII, IIIIIIIIIIII,IIIIIIII1. IIII■IIIIIIIIIIII1IIIIIIIII, IIIIIIIIII1 1111111111- III-IIIIIIIII, IIIIIIIIII1IIIIIIIII, IIIIIIIIIIII,IIIIIIII1 MTM WLTADE ■IM12Q ❑ 10. 3 WE MANCH POLS: 012 ❑20 ❑30 �42 MMOVED MFRS. PM VERIZON WIRELESS STANDARDS MIEN µPS: ❑1OO M225 ❑400 ❑_ CABINET: a■SDRFME ❑FLUSH NEVA 01 ODE 04X ❑ MAN LUGS ONLY HOUR 2W AMPS MEMO [I NSM SCORCH HWGM WOR 0 KEYED DOOR I ❑ NSM ■ CIRCUIT ®FARM (BOLT -IN) BRANCH DEVICES ❑ TO BE M BREAKERS NLL NEUTRAL BUS GROUND BUS ALL BRFMERS MUST BE R1ED TO INTERRUPT A Mci- CJRCOIT ISO OF 22.000 AMPS STIIJEIRCAL OR SHALL PRWIDE W DAY LOAD SRDY ON ElOSTM RESULTS TO ENGINEER CPM. INSPECTOR, MOO OWNER r-7 I WIRZON ELESS FUTURE DE O CABINET , J _J PROVIDE PULLBO%ES AS REQUIRED FOR POWER AND TELCO CONWRS PROPOSED ROUTING IS THROUGH UST FLOOR CEII SEE E-2 L® INSTALL 2/0 GND, 1 MOMOE SO 0.4Y LOAD SLOG SEAM MOM OS 1'C. CADWELD TO STUDY ML IMNSFCRMER EXIST. BIDG I VAULT; I20/208V 3 GROUND SYSTEM PRASE SERVICE -NEW 4X JW% WON GM I ONCE E-MON SJBMEIER, O PROVIDE A 2P-200A EMERG. SHUTDOWN I PUSH WALL MANNED I n CB, MATCH EAST BURN, PER NMA 110 MODEL ANO AC REQUIREMENTS AWN EEC MGM RATING GROUND LE10- M AM SWITCH. RACK MOUNTED EXIST. BMW. ELEG GROUND TERMINATE NEW VERIZON NRESS GRWMNG COWUCMR AT EXISTING BUILDING MAIN BUILDING GROUNDING SYSTEM. AT GROUND LEYc1/HWN ELEC. MGM 208V LOAD CALCULATION TOTER ENDS MAPS 30 MY LOAD RECORDER PEA( LOAD %125X -- PROPOSED VERZON MRELSS 93 TOTAL LOAD MALL BE LESS THAN WI MAN -- 1RNZCN SERVICE PROWDM: 1C/0, 3/OW (1)-2- CONDUIT SYMBOLS CMMED TYPE CONNECTION M 5/8' X10'-O' COPPERCLAD GRAD. ROD WANSP. SEEVE 0 5/8' X1B-O' COPPERCLM WAD. ROD ■ MECHANICAL TYPE CONNECTION -- a2 RNNM SOLD BARE OU WIRE VERMON VERIZON WIRELESS MRELSS CABINET 11 CaKIT (1)-2' CONDOR, 1 WITH FBER MGM W/AT&T RMRESENTATNE AND VERZON WIRELESS CM Rt ROOF PROPOSED ROUTING IS THROUGH STAGED ROOMS. PORTION MGM 1ST FLUOR THROUGH CELI CORD W/CPM TOP FLOOR EXSTING TOLOM E BOARD. N STORAGE/MAN TELCO ROOM ((ROUND FLOOR) CORD MIN VIIUZON WIRELESS CPM OYMER/TELCO REP. MGM NEW FIBER SMWCE WIN DALE HILL OF AT&T 122-460-4510 TELEPHONE RISER DIAGRAM GROUND FLOOR W I COMMIT TAG 1; REFM TO RISM Y-1.3 CONWIT TAG 1; PANEL SCHEWLE ® GENERATOR RECEPTACLE - - - UNDER GROUND ELECTRIC CONDUIT - - - UNIDO GROUND TELCO CONDUIT ABBREVIATIONS ANT ANTENNA EMT ELECTRICAL METALLUC TUBING ARC µERICAN COVE GAUGE DWG DRAWING BOW BARE COPPER WWRE UPS. UGHRNG PROTECTION SYSTEM PRAY RACEWAY S.S. PNL STAINLESS STEEL PANEL M. TYPICAL CLF. CURRENT LIMITED N$ MIS RIGID GALVANIZED STEEL CPM CONST. PROM MANAGE MIS MANUAL TRANSFER SMITH AM AUTOMATIC TRANSFER SNITCH (T)RCAL) 2/0 MIRE �1/4' X 4' % 18' WPPM BUS BM V� 12' NOMINAL RADIUS DIRECTION& BEND. CAUWELD TO 2/0 CABLE GROUND PLATE DETAIL NTS C&W engineering F3ECIRGL CDNSULTANiS g sIMI eva D. a:. n (AAA Aa-mT REGISRMTION NUMBERS c A • R+mam9 cww9a ouE c aAlz¢ vTnwca F{ xPN verizon✓ 47M "CHANGE CT, SUITE IM 9DCA BATON, FL 33431 DISH) 995-ww SANDS ON THE OCEAN SITE No 68870 3100 N ALA FORT PIERCE, FL 34949 ST LUCIE COUNTY :CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS d�,vA,:L10E ••. � t�6 o : SEAT :('Q��:` Kimke );)Horn © =6 6IIAEIHQPN 1.0 AS "IXU ANC 1920 WEKIVA WAY WEST PALM BEACH. FLORIDA 33411 (561) 845-0665 ME CAO0 96 0 CGW I JLR DGW NENN K MI PE 714M ARNGDO A ARTLES PE T0646 MI V. MARTIN PE 1139E ELECTRICAL RISER & DETAILS 1 :KHA Job #: 041384029 SEE OVERALL ROOF PLAN BELOW FOR PROPOSED ROUTING ALONG ROOF AND DOWN 1ELC0 CABINET EQUIP. GROUND PLATFORM MWNIFD B^R CONDUR SCHEDULE OND TAG NAND SIZE WE SIZE FROM EQUIP TO EQUIP COMMENT OI 2- 3-3/0,116 PNLM H CB SUB -METER O2 2' 3-3/0,1/6 SUB -METER ATS SWTCH CM 2- 3-3/D.1#6 MS SNATCH AM SWITCH ® 2- 3-3/0,1j6 AM SNITCH PPC PANELMARO O6 2' 3-3/0,1#6 NTS SWIIO! GENERATOR BREAKER O] 2- 3-3/0.1P6 MTS SWITCH GENERATOR RECEPTACLE ® 3/4- 1 CAT 5 GENERATOR MOB CABINET C10 3/4' 416 ATS SWTCH M/CB C11 3/4' 2#12 ATS SWTCH GENERATOR CONTROL GEN. STMF/STOP C12 3/4' 3/14 GENERATOR EMERGENCY HILL SWITCH A-30,32 3/4' 3112 MC PANELMMI) GETERATOR HEATER CRT A-34 3/4' 3/12 WC PANELMAAD GENERATOR BATTERY CID A-36 3/4' 3112 WC PANEIDOARD MM/FIBER CAB RECEP INSTALLATION NOTES: ( L 1. CONDUCTOR SHALL, M ER TO GENSET SIIOP DWMNGS AND COORDINATE W/ VERIZON NO CPY THE INSIAJARON OF ALL ELECTRICAL CONIECTONS Ir — — — — 2. CONTRACTOR 9N1L PROVIDE GROUNDING M PROPOSED I PROPOSED ROUTING OF COAX GENERATOR/GENERATOR PLATFORM, REFER M VERIZON I & ANTENNA SECTOR MRFS.S CHOUNDNG STANDARDS GROUNDING CONDUCTOR 3. ALL CONDUITS SHOWN ME DIAGRA4WTICALY DRAWN, I ONTACTOR IS RESPONSIBLE TO COORDINATE THE ACMAL INSTALLATION, NWNRNG HARDWARE. AND ROUTING WITH VERIZON WREESS CAN. - 4. PRONOE PULL ROES AS REWIRED BY NEC. �I ELECTRICAL EQUIPMENT ROOF PLAN (ENLARGED) NTS, SEE OTHER DRAWNGS FOR COMPLETE ROOF PLAN PROPOSED VEMZON MRETESS ONE BATTERY CARNET STAGNEO ELECMCAL BOONS PM POWER CABINET WITH PANETBOMD, RAIFORM MOUNTED PROPOSED VETOZON PROPOSED VER20N PROPOSED VERIZON MREIE55 COW WREIFSS COW MRELLSS ODE/LTE CABINET CABINET u CABINET Q nREsEAL COME. WON &DC WALL AND FLOOR � i O u O _ _ o I i\ APPROX. L=MN OF STACKED METER RO S/M-M O ROOM/GIN ROOM ). PROVIDE I PENEITWRONS, COORDINATE WITH BUILDING ER & VERIZON MREIESS TO] PROPOSED ROUTING OF SOUTH WETS ELEORII ` AND GROUND CONDIIS�ROOF TO EWIPMENT — — A—_____________ _ o e ❑ I NORM TOWER ------- — — — / 6 02 /2 GROUND TO EACH PROPOSED E-NON ONON B-METER, WALL MOUNTW PROPOSED PNFORY MOUNTED ARTERNA SECTOR SEE CML O1 ELECTRICAL EOUPMFNT SEE ROOF PLAN FOR COMPLETES 1 81 ENIARGEO PLAN AHOvE ROOF PLAN AND ANTENNA MST. ML 1RANSFORNE0 GOiz $ 6 z 8 'Gip z m EAST. BLDG. HOUSE RATTER VMLT (CHOUND 8 o G pc o b F= R) & LSm tag � MCA- VERZON WIRELESS ANTENNA SECTOR COM GABLES DUST. 800A PMELBCATD PROVIDE PULL AXES FOR ELECTRICAL AND TELEPHONE CONDUITS AS REWIRED USE AVMABLE SPACE TO PER NEC. ROUTING SHOWN 5 PROPOSED AND SHOWN DIAGWW WTNALLY SEE RISER DAGIRN/, E-1 PROPOSED wow OF OM & ANTENNA SECTOR GROUNDNG CONDUCTOR EQUIPMENT LOCATIONS ME PROPOSED AND SHOWN DNGRMNATC. CONTRACTOR SNAJ. LAKE AAIUSMENTS AS REWIRED TO MEET ODE CLEVtMCFS AND PROVIDE ALL MOUNTING HARDWARE AS REWIRED. CLOUDED AREAS REPRESENT CONDUIT ROUTING ALONG COUNG CA GROUND FLOOR; RE1D INVESTIGATE MD AVOD EXSMNG UTIUTES AND STRUCTURES. PROVIDE PULL BOXES AS ROARED BY NEC. RRESFAL ALL WALL & SUB PElETRATONS PROPOSED ROWNG OF POWER. TELCO. AND CROUNDNG CONDUITS ALONG COILING OF GROUND FLOOR (PR(MDE PUUBOtES AS REQUIRED BY ODE) OUST. FIBER, CORD. W/TFLCO REPRESENTATIVE AND VERIZON M E ESS CFM CUT AM REQURED. EXISTING AT&T AND 6PRPR METERS AND MNNS 5 & 6 g ELECTRICAL EQUIPMENT CONDUIT ROUTING (GROUND FLOOR & ROOF PLAN) ALONG EXTERIOR WALL OF POWER CO. VAULT NTS PROPOSED MTS SWITCH! W/GEN RECEPTACLE; & GENERATOR NLL SWITCH STATION ON PIPESTAND. PRONOE 316SS HARDWARE FOR PIPE STAND. PROPOSED AM SWITCH ON HFESTMD, PROVIDE 31655 HARDWARE FOR PIPE GROUND RO, TYP. B PORTION, -PROPOSED PVD FENCE W/SWNG SURFACES AS GATES. MATCH Mg. C&W engineering ELECTRICAL CONSULTANTS � Rn ma vAma. sAle a •sT PARK aACA sl au ON7 NS-Am REGISTRATION NUMBERS 0uE C W13R IIFCIW h K ]®t. verizon✓ 4700 EXCHANGE CT. MITE IGO BOCA RATON. R 33431 (MI) 995-550f1 17. ROJECT INFORMATION: ON THE OCEAN No 68870 100 N A1A IFO'RT PIERCE, FL 34949 LUCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 [EV.:=DATE,.====DESCR1FflON: CONSTRUCTION DRAWINGS SEAL A10'•. 1 . 0S7A40 J6 LAN: PREPARED BY: KimLylMorn © 1016 wYtEY-XMx M'D ASSOCYAI MC 1920 WEKIVA WAY NEST PALh1 BEACH. FLORIDA 33411 (561) 845-0665 FBPE CAOOOC896 ROJECT DATA RAWN BY:=CHK.: APV.: CGW JLR DGW CENSURE: NENN K. NARARI PE 71455 ARNODU A AR11LE9 PE 70645 MAMA V. MMRN PE T2397 HEEF Tff1.E ELECTRICAL ROOF PLAN HEET NUMBER 2 KHA Job [11 041384029 E verizon� ' 6 WAVE WIDE Mg COAXIAL I . /l PROPOSED ROURNG OF CONWTS 47M DIVANGE CT. SLUE 100 CABLE, TYP. f THFEROE GZ 1ST FLOOR GEUNG. 60cA RATOx, FL 30431 PROPOSED WON (551) 995-MW PROJECT INFORMATION: A i WALL MOUNTED .. e �u CABLE , E-NON SUB METER, j CO2 A NU. THREADED ROD •••• AB REONRED) I' -.-. - -. ..... (- - .-...... --> — SANDS ON THE OCEAN i C.ABLE SUPPORT • • GROUNDING -'-"" .._ I�--� T� SITE No 68870 e WAVE GUIDE MOUNTED GROUND CABLE ryyp EACH ANTENNA f2BtE) I F%6T 8004 PNLBD I BM PLATE SUSPEND BELOW C01 b LOWEST ROW OF ANTENNA . I CABLES. LOCATE WITHIN 2'-0' r H WJN DISC ; FORT PIERCE, FL 34949 OF CLOSEST ICE BRIDGING POST GIRD ST LUCIE COUNTY TO EM LY. CABLE COVER ASSEMBLY. +/2 AM BARE TINNED SCUD COPPER PIGTAIL ROUTE PIGTAIL SUCH AS To iI URRENT ISSUE DATE: S D EYOTEI MC WELD AWID 90 BENDS BETWEEN GROUND BAR PLATE AND WAVE WIDE POST. WAVE GUIDE Mg BONDING n EXIST. NEW BRFNO•R AND 30 � JANUARY 2016 FINISHED GRADE CONDUCTOR TO EOUDINEM \ 'B ICI E%IST. FlFfiPUNP MY LOAD STUDY I SSUED FOR: - _ PM GMUNO RING YYY I I � I S GROUNDING EXIST. BREAKER BOND Tmo 0 "- ( CONSTRUCTION DRAWINGS ELEVATION STRAP, TYP. - - -- Mg, 1600A NORTH EXIST. PNLBD L1 I TOWER MDEROOMS EV.:=DATE:===DESCRIPTION: 3 DRILL WAVE GUIDE GRATING IF REWIRED PROVIDE STAINLESS MNM TO ALLOW INSTAAHON OF STNNLE55 PNLBD STEEL THREADED ROD WAVE GUIDE IAAnNG (Fjjq�y� � STEEL BOLTS, LOCK WASHERS AND NUTS, I Mg. El I "g TYPICAL FOR ALL o• • eo I Mg. OLDS it {{//4' STAINLESS SIFELL THREADED RW EXTERIOR ` (iYPIGAL EACH END Oi (RWNO BAR PLATE) Tmum EOUP1¢Ni °p CONNECTIONS. 1 NOTE: EXIST. MAINS 5 AND 6 LOCATED ONSIDE E SEAL' W 3 1 91C. MOM, ALONG WEST EXTERIOR WALL OF VAULT. •• i <) �� '• •••.� B s NMIENNA CABLE W¢ I--__ CRDUNDIN EXIST. I600A SCUM Mg. AM /1 POWER YEIEt00NS I • CAME • No. i' WAVE WOE MOUNIED COPPER GROUND GROUND BAR PLATE NOTE S 4 ' - �D : * f 9 WAS)iER COMBIµNATTio(mIGL) O1 GALVANIZED STEEL GROUND BAR. SamElEV MAIN •• 0... S�••Al q TC ,Q Ire SECTION O TWO HOLE CONNECTORS WITH #2 AWG SOLID BARE TINNED COPPER. �S��('�• � O R I D P• • • � NOTE: SEE SliST C-3 MR CONSTRUCTION SPEOnQUIONS O3 PROVIDE #2 AWG SOLID BARE TINNED EXOTHERMIC WELD TO BURIED GROUND COPPER GROUND CONDUCTOR. RING AND GROUND BAR. Mg. MAIN NORMAINTH ELEV N ••• •• U/ Y 18, 2016 FOR WAVEGUIDE SUPPORT LAMS PREFAB Y. eDDsr. ELLVATOR I MAIN e WAVE GUIDE MOUNTED zrf Kimley>»Horn a GROUND BAR PLATE INSTALLATION EXTERIOR HATCHPLATE GROUNDING DETAIL — ws. ATs ►3 Dag. ATS 62 © 2p,6 MM Y_HOPN M0 A66W'AT MG NIB NTS I 7920 WEKIVA WAY 7 WEST PALM BEACH, FLORIDA 33411 (551) 845-0665 iBPE CA0000696 ROJECT DATA: a wsraL OWNED FWIRELxm NOTE ALL BONDING ro AIRwxp sccTaR GROUND aaRs Is u6aANcu VEW WIRELESS MAIN ELEC. ROOM (GROUND FLOOR) ELEC PLAN pS i ANI PROPOSEDMSED PROPOSED W/MODU�RGE BA�TTERYY WMA RADIO WYA RABID OOOEATTEED FUTURE _ SEE SEE RODE PVM FOR LOCATIONS OF ANTENNA. SCALE: 1/2•: 1•-0• Z PROTECTION FAKE CABINETGBNET CABINET COMMIT CABINET ANTENNA B CpBIIIET GROUNDS FOR RF CABLLS RAWN BY:=CHK.: APV.: g I I TYPICAL I' III A% GROUND ccw AR ocw e TYPICAL II CENSURE: EASING �J W� /2 WISE EXTEND WALL }J= OTHERMIC NIID (TIP.) d b WINE TO ANTENNA 10 5 WRC .... SIHUCTURE(S) HEFPDRG 24- •.. • •..• • ANTENNA ANTENNA POST /2 WRE I MN IL MAGA.w PE 71455 .. .... .. Yw. FROM ANTENNA CABLES. p TINNED BOND ARNIXDO A MOLES M M60 IABE EACH 10 CKT. W NOT BOND TO ANY DIST. BUYS. C�� ANTENNA SECTOR GROUND NARIA V. YMRN PE Z239Y (SEE RISER) ,2 WINED mID COPPER ROOF GROUND SYSTEMIS ANTENNA BM ALL MIENNA CABINETS ARE WRE SO' MAX CONNECT EXTEND TO MOUND PoNC UL USIED 1950 wFGNAnCN EXOTHERMIC WELD () �� SHIBD 'RE HEED TITLE TO 2� C•vr " TECHNOLOGY EWNYFTIT. ANTENNA LPS 2/0 CABLE 5 ACCESSORY ]B4. 2/0 TINNED STRANDED COPPER EXTEND TO UPS GBLE (SEPARATE RUN MGM SUBDING'S CGNIRACTgR 91ALL CJIRWII All GR DOSIINC ROOF OR UPPER FLOOR GROUNDS) VERIZW WIRELESS GROUNDING SWIRL BE INSTATED AS A SEpppAiE CBOGMDMG SYSTEM (NOT ARACHED TO ROOF GROUND$ NOTE: COORDINATE Wnl R0.EC MANAGER, IN-UNE CRIMPING ELECTRICAL AND Ulpli WRI VEPoZONS ROdCf BOND TO BUILDING EASING GROUNDING OR WHINING PROTECTION SYSTEM). NO BONDING TO DOST. ONLY MERE NEEDED YANpGR fABGt TO wSIAL1ATI0N. EIECIRWE OR SIMIA4 r GROUNDING ELECTRODE AT MOUND LEVEL. ROOF GROUNDS SHALL BE ALLOWED BETWEEN! NEW VERQON GROUNDING DETAILS b TINNEDGROUND CONDCTOR WIREFSS GROUNDS AND ANY DOSTING WILDING GROUNDING OR 0 EXTEND TO SUPPDIWO fIFRT FRAIE/SIRUCRIE AND GDW]D UGHMINC PROTECTION SYSTEM AT ROOF OR UPPER FLOGS. HEET NUMBER s 11EQUIPMENT GROUNDING DETAIL ANTENNA GROUNDING DETAIL NTS WALL HOUNDED NTS C&W engineering F EIECIIWCAL lb S AR AS 0m wn rxanrc, 911E m M')zwtimn nm su lWnwmv RIEGIMMII M NUMBERS KHA Job #: c 0.06'®M naoom4s yg`s S Wf G YMEi F16llak PE SV 1. 041384029 ■ verizonl/ VERIZON WIRELESS SITE NAME / NUMBER SANDS OF THE OCEAN/68870 SITE ADDRESS o 3100 N A1A FORT PIERCE, FL 34949 ST. LUCIE COUNTY SHEET INDEX PROJECT DATA SHEET DESCRIPTION REV. APPLICANT/LESSEE PROPERTY INFORMATION NAME VERIZON WIRELESS SANDS ON THE OCEAN SECTION A ASSOCIATES PROJECT MANAGER: MARK BAESCH 310D N AIA PHONE (561) 995-5723 FORT PIERCE, FL 34949 CIVIL ENGINEER: RIGHARD E6 EVEs (M)466-Bna KMLEY-HORN AND ASSOCIATES, INC. TOWER OWNER 1920 PoDQVA WAY, SUITE 200 WEST PALM BEACH, FL 33411 N/A T1 COVER SHEET 01 CONSTRUCTION NOTES 1 ROOF PLAN WEST ELEVATION 9 C3 CABLE SUPPORT AND CONDUIT DETAILS C4 ANTENNA SPECIFICATIONS AND DETAILS ALBERTO RIOS (561) 845-0655 STRUCTURAL ENGINEER: POWER COMPANY SIIEPJWM ENGINEERING, LLC SER FPL N M. H TER Z505 NW GA S VL J4FH TERRACE (352) 505-88901DA 32605 ELECTRICAL ENGINEER: TELCO COMPANY CAW ENGINEERING FIBER C5 GENERATOR DETAILS C6 I PVC FENCE DETAIL S1 STRUCTURAL PLATFORM PLAN VIEW S2 STRUCTURAL EIEVATONS AND DETAILS S3 STRUCTURAL DETAILS STRUCTURAL DETAILS ANTENNA DETAILS 01 ELECTRICAL RISER DIAGRAM k DETAI S 02 ELECTRICAL ROOF PLAN 03 ELECTRICAL GROUNDING DETAILS DALE WALKER DALE HILL NETT VISTA PARKWAY, 911E 06 T12-460-4510 WEST PALM BEACH FL 33411 (561) 642-5333 ISSUED FOR: OAIE: CONSIRUCTON DRAWINGS IJPNUARY 2016 PERMITTING SITE DATA XRISDICTION: ST. LUCIE COUNTY LATITUDE: 27' 29' 25.470'N. NAD'M/2011 TAX ID: 1425-606-0083-ODD-3 LONGITUDE 80' 17' 53.801 NAD'83/2011 GROUND ELEVATION: 7.3' NGV088' HANDICAP FACUTY IS UNMANNED AND NOT FOR EXISTING TOWER HEIGHT: 150't OVERALL BUILDING HEIGHT REQUIREMENTS: HUMAN HABITATION. HANDICAPPED ACCESS NOT REOUIRm. DESIGN DATA MERIZON WRELE.S3 IS PROPOSING TO INSTALL A PRE -FABRICATED EQUIPMENT SHELTER ON STEEL PLATFORM WITH AN OUTDOOR DIESEL ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WTIH THE CURRENT EDITONS OF THE FOLLOWING CODES GENERATOR. AND ANTENNAS ON A ROOF AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHWG IN ZL TOP. THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES 1. SIN MON 2N4 HONDA ENDING ME 6. AL' UN INSI WE OF 5RIl 2 2011 NATDNAL BECR6O CODE (NEC) CON3RNCRON TMC INWS (AM) WITH LOON. mtDo 4T15 T. UNDEENI UVORATgtN.S (111) i MSf/TIA/EIA AFPIICARIE STANDARDS APPROVEII BFLIRIGL HLODUCIS PROJECT SUMMARY A LIFE SeREiY CODE WA-101-2015 K LOCAL BUIIDNG ME S SRI EMION (WK) RRMIpA FIRE PREVTNDON ME 9. UW/NUNIY ORUNANCES } P PP> 3Rae NeaJl _�� SITE1 , P l:F:c py. o �0 AIA A VICINITY MAP - FPrtP rx , Slae RcreaGan Aiee V ,. 4.x ) ) T � VICINITY MAP FROM VERIZON TIRELESS OFFICE TAKE FLORIDA TURNPIKE NORTH TO EXIT 152 OKEECHOBEE RD., HEAD EAST US-1, TURN LEFT (NORTH) ONTO US-1 AND HEAD NORTH, TURN RIGHT (EAST) ONTO SR A-1-A (NORTH CAUSEWAY), TURN LEFT (NORTH) ONTO N HIGHWAY A1A SITE IS LOCATED 0.4 MILES AHEAD ON THE RIGHT. IDRIVING DIRECTIONS I )60% t ogy7 ST.LUCIECI UXW PLAN NEVw ` BLOC: DATE: 6� ` ELEC• ,M] v riz n 4700 EXCHANGE CT, 9111E 100 BOCA RA10N, FL 33431 (551) 995-550D ROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N AM FORT PIERCE, FL 34949 S( LUCIE COUNTY URRENT ISSUE DATE JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS EV.:--DATE:===DESCRI RTION: 1� 4-11 i6 BUILDING DEPARTMENT COMMENTS (S�4L i X.. Of, „LkTS6)"R'F>tEPARED BY' �� Kimley—Horn j0" and Associates, Inc © Y016 KIM(EY-HOiN Nv➢ ASS .O INL. 1920 WEKIVA WAY WEST PALM BEACH, FLORIOA 33417 (561) 845-0665 FfiPE CAOM0696 ROJECT DATA SCABN1NED St. Lucie County AWN BY:=CHK.: APV.: CRGOD AIRSKKM CENSURE: ANNOLDO A ARTUM PE 70696 MARIA V. MARTN PE 74i97 KEMN K MARAJH PE T1455 HEFT COVER SHEET HEET NUMBER Tl__- KHA Job #: 041384029 I STANDARD PROVISIONS INTENT A. THESE SPEaFICATONS AND CONSTRUCTION DRAWINGS ACCOMPANTNG THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR WE CONSTRUCTION OF AU THE COMMUNICATIONS $TIE. 3 B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE c FULLY EXPLANATORY AND COMPLIMENTARY. HOWEVER, SHOULD .. ANYRIING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND y NOT TIE OTTER, IT SHALL BE ME SAME AS IF SHORN. INDICATED OR SPECIFIED ON BOTH. C. TIE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR WE PROPER 8 EXECUTION AND COMPLETION OF TIE WORK AS INDICATED IN N THE DOCUMENTS PN D. TIE PURPOSE OF TIE SPECIFICATIONS IS TO SUPPIFMENT THE A INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. E. MINOR DEVIATIONS FROM TIE DESIGN LAYOUT ARE ANTI AND SHALL BE CONSIDERED AS PART OF THE WORK. HOWEVER. NO CHANGES TEAT ALTER TIE CHARACTER OR INTENT OF ME DESCH WILL BE MADE OR PERMITTED WITHOUT A CHANGE ORDER. 's 4 ,S CON�MIt_`T- A THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE E RESPONSIBLE FOR VERIICATON OF ALL MEASUREMENTS AT t TIE SM BEFORE ORDERING ANY MATERIALS OR PERFORMING $ ANY WORK NO EXTRA CHARGE OR COMPENSATION SHALL BE 3 ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON TIE CONSTRUCTION DRAWINGS. ANY SUM DISCREPANCY IN DIMENSION WHICH MAY INADVERTENRY OCCUR SHALL BE SUBMITTED TO TIE VERIZON WIRELESS CPM FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN WE AFFECTED AREA. Z B. THE CONTRACTOR, WHEN AWARDED THE CONTRACT, WM NOT BE S ALLOWED PITY EXTRA COMPENSATON BY REASON OF ANY MATTER 3 OR WINE WHICH SIGH CONTRACTOR MIGHT NOT HAVE FULLY B INFORMED HIMSELF PRIOR TO BIDDING. C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EAST, OR OF i DIFR WLTES TEAT MAY BE ENCOUNTERED OR OF ANY OTTER RELEVANT MATTER CONCERNING TIE WORK TO BE PERFORMED 4 WILL BEACCEPTED AS A REASON FOR ANY FAILURE OR OMISSION ON PART OF ME'CONTRACTOR TO'MUFJM THE 21 21 REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3 „ A DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF E TOOLS OR MATERIALS WMWT THE VERIZON WIRELESS CPM AND/OR BUILDING OWNER APPROVAL R E B. ALL MATERIALS MUST BE STORED I LEVEL AND DRY LOCATION TR N AND IN A MANNER AYT WELL NOT MATERIAL THE E FLOW OF OMEN WORK. ANY EQUIPMENT OR MANAMSTORAGE THE B METHOD MUST MEET ALL RECOMMENDATIONS OF E MANUFACTURER. 3 a PROTECTION G A PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS WILL PASS. M PROVIDE PROTECTION FOR EOUIPMENT ROOM SURFACES PRIOR TO R ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES C MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUITABLY PROTECTED UNTIL JOB SM IS ACCEPTED BY WE H VERIZON WIRELESS CPM. REPAIRS AND REPLACUMI A. IN EVENT OF DAMAGE TIE CONTRACTOR SHALL PROMPRY MAKE ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST TO TIE VERIZON WIRELESS CPM AND/OR BUILDING OWNER, TEMPORARY FACILITIES, A. TELEPHONE: EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE ACCESS IF REWIRED, B. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED WRING NON-WORKWC HOURS CLEAN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMUTATON OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUDDING, INCLUDING ALL TWLS, SCAFFOLDING AND SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND READY FOR USE B. DOIEWOR: MSUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER 1. REMOVE ALL TRACES OF SPLASHED NATURALS FROM ADJACENT SURFACES. 0 INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SCIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES 2. REMOVE PANT DROPPINGS SPOTS, STAINS AND DIRT FROM FINISHED SURFACES RELATED DOCUMENTS AND COORDINATION - A. GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE INTERRELATED IN PERFORMANCE OF WE WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL CWRONATON TO BE TIE RESPONSBILTY OF THE GENERAL CONTRACTOR. SHOP DRAWINGS: A CONTRACTORS TO SUBMIT SHOP DRAWNGS AS REWIRED AND USTED W THESE SPECIRCATONS THROUGH TIE GENERAL CONTRACTOR TO WE VERIZON WIRELESS CPM, FOR APPROVAL B. ALL SHOP DRAWINGS TO BE RENEWED, CHECKED AND CORRECTED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE VERIZON WIRELESS GPM. A SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTNTON. IN EACH REQUEST IDENTIFY ME PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTTUTON. INCLUDE RELATED SPECIFICATION BECTON AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATON SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSBNTONS. B. SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT DATA AND OUT SHEET WHICH PROPERLY INDICATE AND DESCRIBE WE ITEMS, PRODUCTS, AND MATERIALS BUNG INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE VERIZON WIRELESS CPM, SUBMIT ACTUAL SAMPLES TO CPM FOR APPROVAL IN LIEU OF OUT SHEETS. COMPLIANCE A ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE USMID BELOW), ORDINANCES, AND AUTHORITIES HAVING JURISDICTION OVER THE WORK UPON THE COMPLETION OF THE WORK. TIE CONTRACTOR SHALL PROWDE THE VERIZON WIRELESS GPM MM A CERTFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPUANCE WHERE NO CODES EXIST. TIE WORK SHALL CONFORM WITH THE SM DOWN 2014 FLORIDA BUILDING CODE AND/OR TIE SPEcF-CATONS HEREIN, VMICHEMER IS MORE STRINGENT AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPUANCE WITH THE GOVERNING CODES AND TO NOTFY TIE VERIZON WIRELESS GPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK REFERENCE TO ANY STANDARD OR CODE OF PRACTCE IN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE THE OF AWARD OF THE CONTRACT. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SM ACQUISTION SPECIAL STPUTATONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE VERIZON WIRELESS CPM. AN51/IIA/EIA - U2 - G SM EDITON 2014 FLORIDA BUILDING CODE BUILDING OFFICIALS & CODE ADMINISTRATORS (80CA) NATIONAL ELECIRICN. CODE (NEC) WITH LOCAL AMENDMENTS UNDERWRITERS !LABORATORIES APPROVED 1DECMCAL PRODUCTS AMERICAN INSRNTE OF STEEL CONSTRUCTOR SPECIFICATIONS (AISC) LIFE SAFETY CODE NFPA - 101-2015 FEDERAL AVIATION RECUIAIMS SM EDITON 2014 FLORIDA FIRE PROTECTION CODE 2010 A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTUDES DOTE HORIZONTALLY AND VERTCALLY MDR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO TIE ARCHITECT/ENGINEER FOR RESOLUTON AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED UNTL DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHHECT/UsIMNEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAYS WORKED AT HIS OWN RISK AND EXPENSE. B. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF CONSTANT COMMUNICATIONS SUCH AS A CELLULAR PHONE OR A PACER C. THE CONTRACTOR IS RESPONSIBLE FOR ALL. SAFETY INCLUDING BUT NOT LIMITED TO PROTECTON OF ALL SITE PERSONNEL AND THE GENERAL PUBUC DURING THE ENTIRE SITE CONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTONS TO PLACE AND MAINTAIN BARPCADES. LAMPS, SIGNS, AND THE UKE IN ACCORDANCE W W OSHA SAFETY ACT AND ANSI OCWPATWAL GUIDELINES. D. THE APPIJCANT SHALL SECURE ANY ENVIRONMENTAL OR DRAINAGE PERMITS REWIRED DUE TO THE PROPOSED IMPROVEMENTS COORDINATON WRH PUBLIC UTIJTY AUTHORITIES A THE CONTRACTOR SHALL COORDINATE WITH RELEVANT AUTHORISES ME WORKS THAT ARE TO BE CARRIED OUT. HE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH ME OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY AUTHORISES WHILE INSTALLING SERMCES ON THE SM THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTOR OF SUCH FACULTIES AND STRUCTURES DURING MNSTRUCTON OF THIS SM N SL NSSPE)V EG]OONS A THE CONTRACTOR SHALL NOTIFY WE CPM AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS. 1. INSPECTION OF GROUNDING SYSTEM INSPECTORS THAT WILL BE. REWIRED. BY THE VERZON WIRELESS GPM OR OTHER. DESIGNATED CARRIER. REPRESENTATVE ARE: 2 PRACTCAL COMPETON THE CONTRACTOR SHALL BE SOLELY RESPONSBLE FOR ENSURING THAT ALL RELEVANT AUTROPITY INSPECTIONS ARE CARRIED OUT IN A TMELY MANNER. THE CONTRACTOR SHAH PROVIDE DOCUMENTATION OF ALL INSPECTORS. THE DCNTRACTOR IS RESPONSIBLE FOR. COORDINATING WITH THE VERIZON WIRELESS CPM'S DESIGNATED ENGINEERING FIRM TO OBTAIN ALL REMPRED INSPECTONS AND TESTI ME CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS ENVIRONMENTAL PROTECTION NOISE LEVEL: THE CONTRACTOR SHALL ENSURE TEAT STATE AND LOCAL REGULATIONS ARE COMPLIED MW IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUB -CONTRACTOR'S EQUIPMENT OR METHODS OF CONSTRUCTON. MST CONTROL THE CONTRACTOR SHALL TAKE ALL NECESSARY SIPS TO LIMIT THE CREATION OF ANY DUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION TO TIE SATSFAGMN OF WE LOCAL AUTHORITIES AND THE BUILDING OWNER THE VERZON WIRELESS CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH DUE AS ANY PARTCULAR DUST NUISANCE IS CONTROLLED TO TIE SATSFACDON OF THE VERIZON WIRELESS CPM, LOCAL AUTHORITIES AND BUILDING OWNERS GAS CONDUIT GENERAL NOTES A THIS INSTALLATION SHALL COMPLY WITH Me FUEL GAS CODE B. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTHS, ROUTING AND PAN DIMENSIONS AND SHALL IMMEDIATELY NOTFY CONSTRUCTION MANAGER AND ENGINEER OF ANY DISCREPANCIES C FOR OTHER THAN BLACK STEED_ EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED -GAS* IN BLACK LETTERS THE MARKING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 FEEL THE MARKING SHALL NOT BE REQUIRED ON PIPE LOCATED IN TIE SAME ROOM AS THE EQUIPMENT SERVED. D. PIPING SHALL BE MARKED WITH AN APPROVED PERMANENT NENTFICATON BY TIE INSTALLER SO MAT THE PIPING SYSTEM SUPPUED BY EACH METER IS READILY IDENTPABLE REINSTATEMENT A. ANY PAVEMENT. FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, SERVICES, AND EGSTNG FEATURES OR OTHER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCTION SHAH BE REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT EMSTNG BEFORE COMMENCEMENT OF OPERATIONS AS -TALI TS DRA'MNGS A. THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS-BJILT DRAWINGS IN THE FORM OF MARKED LIP CONSTRUCTION PLANS THAT SHALL BE OF A STANDARD ACCEPTABLE TO THE MPRRON WIRELESS CPM. SUCH DRAWINGS SHALL BE SUBMITTED TO THE VERIZON WIRELESS CPM WITHIN TWO WEEKS FROM PRACTCAL COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL INVOICE PRACTICAL COMPLETION A DOCUMENTATION BY CELLULAR CARRIER BEFORE COMPLETION CAN BE ISSUED INCLUDE: 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED W THE PREVIOUS SECTONS 2 WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE 3. GROUND SYSTEM RESISTANCE TEST 4. CERTIFICATE OF OCCUPANCY .0 INSURANCE AND PONDS: A EACH CONWACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATON OF TIRE PROJECT ALL 0 V INSURANCE SHAM NOT REQUIRED COMMENCE N'ITHHIISWORUD LISTED D NTL HE HAS PRESENTED A CERTIFICATE OF INSURANCE STATING AM COVERAGES TO r` f SHE GENERAL CONTRACTOR WHO SHALL, IN TURN. b FORWARD A COPY OF ALL CERTIFICATES TO THE VERIZON-WIR&MiSY CPMN`( f�0.,rK*hrl V .on 4700 EXCHANGE CT. SUITE 100 BOCA RATON. FL 3J0.T1 (561) 99S-55C0 ROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N ALA FORT PIERCE, FL 34949 ST LUCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS EV.:SATE:DESCRIPTION: SEAL MgRp //i 997 — Ar �1 Yb PREB.`B�t: Y _ Kimley—Horn and Associates, Inc }tl VXd MLEY-HEN AND ASSM MT INC. i 11 920 W KIVA WAY WEST PALM BEACH, FLORIDA 33411 (567) 6 —0665 fi POPE MOM96 ROJECT DATA: RADON BYHK.: ARV.: GOD MS KKM CENSURE: ARNO DD A ARTRES PE 7O645 MAMA V. MARTIN PE 72397 KEM K MMAJH PE 71455 HEET MULE CONSTRUCTION NOTES HEFT NUMBER G1 KHA Job #: 041384029 I EXISTING ROOF MOUNTED CONDUITS EXISTING LESSEE PROPOSED c, ---- EXHAUST FAN ANTENNAS MOUNT ON PROPOSED (TYP.) PLATFORM ANTENNA POST U £ I� 2 II V LESSEE PROPOSED LEASE AREA 13'X20' (TOTIAIL 26D 50 FT) LESSEE PROPOSED PLATFORM ACCESS LAOUER O `LESSEE PROPOSED \ ACCESS LADDER LESSEE PROPOSED PLATFORM WITH GRATING AND ANTENNA MOUNTS SEE PROPOSED X CABLE ROUTE NG PARAPET WALL LESSEE PROPOSED ANTENNA ON PROPOSED ROOF MOUNT PANTED TO MATCH EXISTING BUILDING OVERALL ROOF PLAN al:] EXISTNG EQUIPMENT PLATFORM EXISTING ANTENNAS ON ROOF ]OP MOUNT Q� LESSEE PROPOSED ELECTRICAL ACUTE FROM ROOF THROUGH EXISTING ELECTRICAL CLOSET 9� 10 11 12 13 14 15 5. 16 1] 1B 1 � v riz n 4700 EXANGE IT, SV NE 100 EXISTING BOLA RATON, FL 33M131 EQUIPMENT - B © (s61) sgs-ssoa EXISTING PLATFORM -O PROJECT INFORMATION: EQUIPMENT coKMur+m RR PµFLOOD ZONE xID1FORMAo 0'� ZONE SANDS ON THE OCEAN ��� SITE No 68870 12T11C 0181 J 02m OF AO 3100 N AtA EXISTING O OO -- © FORT PIERCE, FL 34949 WOUND ST LUCIE COUNTY EXISTING ANTENNAS TOWER EXISTING CABLE MAY 96) -- Q URRENfi ISSUE DATE EXISTING 1:CROSSOVER LADDER 19 � 2, JANUARY 2016 SSUED FOR CONSTRUCTION DRAWINGS -EXISTING ACCESS To EV•:�ATE=DESCRIPTION: MECHANICAL ROOM ROOF O O LESSEE PROPOSED COAX CABLE ROUTE ALONG PARAPET WALL EXISTING ANTENNAS COAX UP ON ROOF TOP COAX DOWN MOUNT OUILTNE OF EXISTING BUILDING EXISTING ANTENNAS LEGEND ON ROOF TOP MOUNT OA PROPOSED VERIZON ODE CABINET O PROPOSED VERIZON BATTERY CABINET © PROPOSED VERIZON CABINET OD FUTURE CABINET LESSEE PROPOSED UTILITY ROOF PLAN TST M FCTILCHASE THEN N 0 t6 6 TO LESSEE EQUIPMENT PLATFORM TO TUTES GROUND EXISTINGBY GCAIEAB 6HOAN OTHERS IES, EQUIPMENT AND MACHINERY CONTRACT DOCUMENTS. MATERIALS IHNICAL TRADE MEANING SHALL BE SHALL BE NEW, UNLESS OTHERWISE IATERIALS USED SHALL MEET ALL REQUIREMENTS OF THE LATEST CODE, STATE CODES, AND LOCAL CODES, ORDINANCES, AND CONTRACTOR SHALL SECURE AM PAY FOR THE BUDDING PERMIT AND ALL REQUIRED OTHER ITS AND FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND 'LETTON OF THE WORK. S THE EXISTING BUILDING INFORMATION SHOWN IS DIAGRAMMATIC AM BASED UPON THE BEST ,INFORMATION AVAILABLE AT THIS TIME, HOWEVER, MAY NUT REFLECT ALL FIELD CONDITIONS THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND .ME COORDINATION OF THE WORK. ANY CMISSIDNS DR CONFLICT IN THE WORKING DRAWINGS OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE K PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE �ATTENTT N OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. RVERIFY ALL ➢IMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL EVERIFY THE LOCATION AND SIZE OF ALL EXISTING COLUMNS WHICH ARE DIRECTLY BELOW THE NEW WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT & ENGINEER OF ANY --DISCREPANCIES BETWEEN THESE PLANS AND EXISTING FIELD CONDITIONS. INS & PATCHING, WHERE RED OR REMOVED IN THE NECESSARY PRECAUTIONS VG. UPUN COMPLETION OF THE WORK, ALL EXISTING REPLACED, REPAIRED, OR REFIT TO MATCH OR 'REVIOUS CONDITIONS DO NOT PROCEED WITH i AFFECT SAFETY, STRUCTURAL INTEGRITY OR SEE RELATED SECTIONS 'PENETRATIONS THRU FIRE STORAGE & INSTALLATION, ALL MATERIALS AM EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATO]NS UNLESS OTHERWISE NOTE➢. PROTECTIONS, PROTECT WITH TEMPDRARY BARRICADES, COVERINGS, OR OTHER PROTECTIONS TO PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY HIS OPERATIONS. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL, WORKMANLIKE MANNER SO THAT CURRENT BUILDING OPERATIONS ARE NOT INTERRUPTED. ANY REQUIRED SHUT -DOWN OF BUIDING SERVICES SHALL BE COORDINATED WITH THE OWNER AT LEAST 72 HOURS PRIOR TO SUCH OCCURRENCE PENETRATIONS THRU R RATED ASSEMBLIES. ALL PENETRATIONS THROUGH EXISTING FLOORS, WALLS AND ROOF SLABS FOR ELECTRICAL CONDUITS, PIPES, ETC REQUIRED AS PART OF THIS WORK SHALL BE PATCHED WITH U.L. APPROVED FIRE STOPPING CAULKING AS MANUFACTURED BY 3M OR APPROVED ALTERNATE. SEE TYPICAL PENETRATION FIRESTUPPING DETAILS SHOWN IN PLANS. THE CONTRACTOR SHALL SUBMIT I➢ENTIFIED PRODUCT DATA INCLUDING MATERIAL SPECIFICATIONS AND U.L. CLASSIFIED FIRE TEST DATA FOR ANY DEVIATIONS FROM THE STANDARD DETAILS SHOWN IN THESE PLANS. ALL WORK RELATED TO CUTTING AM PATCHING OF EXISTING ROOFING WHICH ARE REQUIRE➢ FOR THE PROPER PERFORMANCE OF THE WORK SHALL BE PERFUMED BY A LICENSED ROOFING CONTRACTOR APPROVED AS A 'CERTIFIED APPLICATOR' BY THE ISSUER BF THE EXISTING ROOFING WARRANTY(S. ALL ROOFING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NRCA ROOFING AND WATERPROOFING MANUAL. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL PROVISIONS OF THE EXISTING ROOF WARRANTY(S) TO INSURE THAT ANY Alm ALL WARRANTIES REMAIN IN EFFECT FOR THEIR FULL WRITTEN DURATION. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE ROOFING WARRANTY ISSUER HAS BEEN PROPERLY NOTIFIE➢ OF THE PROPBSED WORK AND ALL PRE -CONSTRUCTION OR FOLLOW-UP INSPECTIONS REQUIRED BY THE WARRANTY ISSUER HAVE BEEN MADE THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION DURING DEMOLITION, AND CUTTING OR PATCHING OF THE ROOF. 10 NOT PERFORM ANY ROOFING UNDER CONDITIONS OF INCLEMENT WEATHER. 185' I ON RF TP ANTENNAS J MOUNT LESSEE PROPOSED PVC FENCE WITH SWING GATES TO MATCH EXISTING ANTENNAS I L_- PROPOSED F.D.EP. APPROVED ATC, 300 GALLONS DOUBLE WAIL SUB -BASE DIESEL TANK WITH FUEL LEVEL GAUGE AND ALARM SENSOR ON PROPOSED CONCRETE PAD EXISTING DIESEL - GENERATOR ON CONCRETE PAD m EXISTING PAVER BLOCK WALKWAY ram• et t�i"' <' ,' '� 10.?2337 ' STAr�Of .l y z LESSEE PROPOSED 5OKW DIESEL LESSEE PROPOSED UTILITIES GENERATOR ON PROPOSED CONCRETE ON BUILDING WALL 0 GROUND PAD WITHIN 4'X10' GROUND LEASE LEVEL CONTRACTOR TO PROVIDE (2) AREA (TOTAL OF 40 SO FT) 2'0 CONDUITS TO THE RIGHT OF WAY FOR FIBER DO NOT APPLY ROOFING MEMBRANE TO DAMP DECK SURFACES. DO NUT IXPDSE MATERIALS VULNERABLE TO WATER OR SUN DAMAGE IN QUANTITIES GREATER THAN CAN BE WEATHERPROQFED TOO= SAME DAY. PATCHING OF EXISTING ROOFING SHALL EXTEND 36' BEYOND AREA AFFECTED BY THE NEW WORK TO INSURE ADEQUATE WATERTIGHT INTERFACE V/ EXISTING ROOFING. REPLACE EXISTDNG INSULATION WITI NEW INSULATION TO MATCH EXISTING IN TYPE, THICKNESS AND SLOPE. ALL NEW MATERIALS SHALL BE COMPATABLE WITH EXISTING ROOFING AND SHALL BE OF SIMILAR ROOF SYSTEM TYPE THE CONTRACTOR SHALL COOR➢INATE W/ THE OWNER FOR INSTALLATION OF EQUIPMENT BY OTHERS, WORK SHOWN IN THESE PLANS SHALL NOT C@ ENCE UNTIL COMPLETE EQUIPMENT SPECIFICATIONS, INCLUDING BUT NOT LIMITED To, IQMENSIONS, WEIGHTS, MOUNTING DETAILS, SERVICE CONNECTIONS, CLEARANCES, ETC ARE SUBMITTED To AM APPROVED BY THE ARCHITECT & ENGINEER. EXTERIOR PAINTING, PAINTING SHALL INCLUDE ALL ANTENNAS, SUPPORTS, CABLES, FITTINGS, ETC. WHICH EXTEND ABOVE THE LINE OF EXISTING PARAPETS PAINT ALL VISIBLE SURFACES OF ITEMS REQUIRED TO BE PAINTED, ALL PRODUCTS SHALL BE MANUFACTURED BY 'SHERWIN WILLIAMS' OR APPROVED ALTERNATE. PAINTING SHALL INCLUDE ALL ANTENNAS, SUPPORTS, CABLES, FITTINGS, ETC WHICH EXTEND ABOVE THE LINE OF EXISTING PARAPETS. PAINT ALL VISIBLE SURFACES OF ITEMS REQUIRED TO BE PAINEOL ALL PRODUCTS SHALL BE MANUFACTURED BY 'SHERWIN WILLIAMS' ORAPPROVEDALTERNATE. GALVANIZED METAL I COAT OIL ALKYD PRIMER FOR GALVANIZED METAL 'SW GALVITE B50V3' 2 COATS GLOSS ALKYD INDUSTRIAL ENAMEL 'SW INDUSTRIAL ENAMEL B54V101' FIBERGLASS ANTENNAS 2 COATS 'SV DIM EXTERIOR LATEX ENAMEL' PAINT MOST BE LEAD FREE. EXISTING POST TENSIONED AB PRIOR TO DRILLING, SAWING, OR CUTTING THE CONTRACTOR SHALL VERIFY THE EXISTENCE AN➢ LOCATION OF ANY SLAB POST TENSIONING DUCTS An TENDONS, THE CONTRACTOR SHALL PROVIDE AS PART OF HIS WORK, ALL FIELD) TESTING AM INVESTIGATION REQUIRED FOR PRUPERLY LOCATING EXISTING PDST TENSIONING DUCTS & TENDONS. ALL TESTING AND INVESTIGATION SHALL BE PERFORMED BY AN APPROVED & LICENSED INDEPEN➢ENT TESTING LABORATORY. THE LOCATION OF ALL CORE DRILLING, ANCHORING, SHALL BE SHIFTED AS REQUIRED TO AVOID EXISTING POST TENSION DUCTS Cjtrl§ Kimley—Horn and Associates, Inc © 3016 mw EY OPN A40 ASSOGAOm INC 1920 WEKIVA WAY WEST PALM BEACH. FLORIDA 33411 (561) 845-0665 RXPE GA0000696 �I GOD ARS KKM mNOL00 A ARMIES PE 70645 MARK V. MARTIN PE ]239] KEVIN K MARAJH PE 71455 ROOF PLAN Cl =KHA Job &: li GENERAL NOTES & SPECIFICATIONS I 11 041384029 PROPOSED LESSEE ANTENNAS ON PROPOSED PLATFORM ANTENNA POST AND PAINTED TO MATCH E4STNG BUILDING FINISH CENTERLINE OF LESSEE CENTERLINE OF LESSEE ANTENNAS ±143' ASL PROPOSED LESSEE ANTENNAS ON PROPOSED ROOF TOP MOUNT AND PAINTED TO MATCH EXISTING BUILDING FINISH ROOF PLAN 0 B 16 6CALEASSHOWN EXISTING BUILDING PROPOwn LESSEE EQUIPMENT ON PROPOSED ROOF TOP PLATFORM AND PAINTED TO MATCH EXISTING BUILDING FINISH WEST ELEVATION NOT TO SCALE LESSEE PROPOSED - DIESEL GENERATOR WITH 4'XIO'GROUND LEASE AREA (TOTAL OF 40 SO FT) LESSEE PROPOSED PVC FENCE TO MATCH EXISTING :N4EIi:7il610 GENERATOR WEST ELEVATION N.T.S. PENTHOUSE LESSEE PROPOSED DIESEL GENERATOR WIT" 4'XIO'GROUND LEASE AREA (TOTAL OF 40 SO FT) LESSEE PROPOSED PVC FENCE TO MATCH EXISTING PROPOSED LESSEE ANTENNAS MOUNTED TO EXISTING BUILDING STAIRWELL WALL AND PAINTED TO MATCH EXISTING / CENTERLINE OF LESSEE ANTENNAS �---- 4� tl4]' AGL PARAPET WALL __ t136' AGL ROD' TOP ❑ 4� ±133' AGL 1-1 EXISTNG GENERATOR (BEYOND) GENERATOR SOUTH ELEVATION N.T.S. TOP OF NGYDSB' 1xvffluchrizon 4700 E CHANGE CT, SUITE 100 BOCA RATION. FL 33431 (551) 995-5500 SANDS ON THE OCEAN SITE No 68870 3100 N AtA FORT PIERCE, FL 34949 SI' LUCIE COUNTY CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS 4-11-16 zA rOd �L'd17" 4 ED HY�- .'awr S nAHorn ❑ fie. s � and Associates, and © T016 Nlu(EY-HPPN PnD ASSOLiAIE$ WG 1920 WEKIVA WAY WEST PALM BEACH, FLORIGA 33411 (567) 845-0665 FfiPE "DDOW96 GOD I ARS I KKM APNOLDO A AflT0E5 PE ]0645 MARIA V. MARPN PE 72T97 KIWI K M ,H PE 71,455 WEST ELEVATION C?-- zKHA Job #: 041384029 PROPOSED CONFIGURATION -;v,.e�s. x xsaa>ffssFewuaxw L!wAxmgeuagatAmw:zele-waa +>r'�--�� ��'.c�^-��. HofLWSeMm AIPNA BELA WLLVA YCOtl- 1HmEL4e Me➢alo➢m - A _ _ mmffi c YmtlXY�Ip9111Pwp�pw - YLtl Mai ... ,`DeHwohr6PHs � XnSwb.XnMhmssNAe4rNe) &p AMLP➢44'Lg616 AVIV. BETA 4iWdA •1Wil aanurusax uanUSAsa cssncrscwx LMN±G 3Y t0s xW C- -' tar tai tai mx +wX _-- Y6�. pia[ C:.�--- ,Lx• ,5L• ,62• BHaNLP -_ -LLRx -- N<�Smin.MnMlm,mltieh,ldul BETA 61.MW "-"i6IFi TN3�YnYsen_ _- - t t f reroeNxext�5rr ossnwmsa usneuuw essueu'msa MrRnIeA':IS In1A6L �,Y,Ylilxu(!LY _ t0 t0 tp l➢emnlF 6oxOm:W..�.a•..:�'..'. - _ _ I}ti<ynl:,ame:rmgy"yyxpnar+ga2y - - r vaa. drawn _.- am T11NF9 tii6'- .� t58• fN0' ,51 x 1FBXXNumEcfPNs'�-� - -- a.A tlSxl Nag Nn$wY .NnMtrmvlltrWABe 9YNe W51 TF1i Bg1fiIC4 AIpIL( S - -_ BETA - 6AXMA - ,P q _ mxruv4ssu mncXPusu cssncMP4as4x 14N ,<N plketSS V , t1 , OPT f O nevR oa Gt T o o p ,nu - sN IXa, rvsslfee u:apxa - er sx ANIDgR M110GP Ntl9 FaJevmhP6SV F/A\13 WAIL cN u covRens: — -- - _._ - r<amow,rmANe�r � , v ,..wrw.pwLYIAN s: cem gpserMaxumNeoteao.el: a,w v Taxns.mN p rs roa 1 e -.r+wsTa6lxa o- fAXNx s,-. ". s :.. �r.�_ ,PIERwNW :+-. .. tv TamNwwn<TcOVYf e:-: v nmN¢ 0 MhORxt x A TAtmldUy NWA u[fia 0 . CAdlq r^. ....,.... p BeieYYlR'aW1:6WURPfOME n. ..,i�:t�41�M1�\QOUWCro416trc'i�.� 0 0 i00 6 •6 1ST R.n4E➢pIwPG.�.+az e - rr--:L roll > 1c=ya➢xf*n.4Y4Yei^_rm ti5' 6 Ia. - ____-.TmAt mPLVENcwmr: _.__ p o ets im ) --. wnmYAsexeEm®Ayers. W Aa esA tsn• wA Cwa BPna XPO Q.WB XPvl 1nLlde Sh¢iler NOTES: 1. ROOF CURB MUST BE SET UP FOR UNIT BEING INSTALLED. 2. SEAL STRIP MUST BE APPLIED. AS REQUIRED, TO UNIT BEING INSTALLED. 3. ROOF CURB IS MADE OF 16--GAUGE'STEEL. 4. ATTACH DUCTWORK TO CURB (FLANGES OF DUCT REST ON CURB). 5. INSULATED PANELS: 1--IN. (26 MM) THICK FIBERGLASS 1 LD. DENSITY. 6. WHEN UNIT MOUNTING SCREW IS USED (SEE NOTE A), A RETAINER BRACKET MUST BE USED AS WELL THIS BRACKET MUST ALSO BE USED WHEN REQUIRED BY CODE FOR HURRICANE OR SEISMIC CONDITIONS THIS BRACKET IS AVAILABLE THROUGH MICROMETL TRUE NDRTH ALPHA SECTOR (335-) GAMMA SECTOR (260') CONTRACTOR SHALL USE SURVEY INFORMATION TO ALIGN ORIENTATION OF ANTENNA SUPPORT STRUCTURE(S) VITH HEARfNGS SHDNN IN DIAGRAM ABOVE. ANTENNA ❑RIENTATION DIAGRAM N.T.S. COAX MARKING COLOR CODE 1 SECTOR A OR 1 = RFD SECTOR B OR 2 = BLUE ` SECTOR C OR 3 =[.KEEN .ANTENNA POSITION NUMBERED LEFT TO RIGHT MEWED FROM BACK �\�.�C •,V.•; RADIO CABINET TO ANTENNA _� � s'• �? PCs ` TXO PORT GOES TO ANTENNA g1 PORT -45 HIGH BAND MARKED 1 STRIPE 3 TX1 PORT GOES TO ANTENNA 12 PORT +45 HIGH BAND MARKED 2 STRIPES RFAPORT GOES TO ANTENNA #1 PORT -45 LOW BAND MARKED 3 STRIPES <�'• RFB PORT GOES TO ANTENNA @2 PORT +45 LOW BAND MARKED 4 STRIPESAWS F4a41 RFA GOES TO ANTENNA #1 PORT+45 HIGH BAND MARKED 5 STRIPES RFB PORT GOES TO ANTENNA i{2 PORT -45 HIGH BAND MARKED 6 STRIPES NOTE: CAP OFF AND WEATHER PROOF ALL UNUSED ANTENNA PORTS SECTOR PROPOSED ANTENNA TYPE / PER El. I DMECH T AT WA. (E) COA LENGTH SECTOR ALPHA CSS XTCAP -665-42 1 143.0'2 0' 3}5' ND (3) 1-5/8- 15'3 ALPHA CSS VCAP-665-42 1 143.0'2 0' 335' NO (3) 1-5/8' 15'3 BETA CSS XTCAP -665-42 1 147.0'2 0 185' NO (3) 1-5/8' S0'1 BETA CSS X2CAP -665-42 1 147.0'f 0' 185' NO (3) 1-5/8• 50'2 GAMMA CSS XICAP -665-42 1 1 1 143.0't 1 0' 260' 1 NO 1 (3) 1-5/B' 150'2 GAMMA CSS XTCAP -665-42 I 1 1 143.0'2 1 0' 260' 1 NO 1 (3) 1-5/8' 150't NOTE: 1. ALL COAX CABLE LENGTHS ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT LENGTH IN THE FIELD PRIOR TO CONSN UMON. ANTENNA AND COAX CABLE REQUIREMENTS THREA➢E➢ ROD (SEE NOTE BELOW) FOR 7/8 CMMAL CABLE OR APPROVED ALTERWITE VERIFY QUANTITY REV➢. NIRF: L CONTRAC71D2 TO LOCATE REIWR PRIOR TO ➢RU-uNG OR CE'AMC. W MET CUT REBAR 2. CONTRACTDR TO MORE VATER-TIEdRNESS AT ALL PENETRATIONS COAX CABLE ATTACHMENT DETAIL N.T.S. v riz n 4700 EOCHANGE CT, 4)ITZ 100 BOCA RATAN, R 3 31 (561) 995-550V SANDS ON THE OCEAN SITE No 68870 3100 N AIA FORT PIERCE, FL 34949 ST LUCIE COUMY -CURRENT ISSUE DATE JANUARY 2016 CONSTRUCTION DRAWINGS R(A +✓/ / IN SF`q 9297 �r EOF nd Associates, and Associates, © p016 NW(£Y-XdrN ANO ASSWA)E$ ING 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 GOD I ARS I KKM ARJOLDO A. ARTLES PE 70645 MARTIA V. MARTIN PE 7M97 KLYIIT K. MARAJH PE 71455 ANTENNA SPECIFICATIONS AND DETAILS Job �e EXISTING DIESEL _ GENERATOR ON CONCRETE PAD ©C2.iii GENERAL STRUCTURAL NOTES: �0 ON 2014 FLORIDA BUILDING CODE S (ASCE 7-10) WIND SPEED = 161 MPH. Q00 CA EXCHANGE CT. 3u 100 IND SPEED = 124 MPH BOA RATOrv, R 53931 GORY II (sst) sss-ssoB SURE = D ROJECT INFORMATION: GENERATOR SANDS ON THE OCEAN EXHAUST 25' DI0. MATERIAL' STRUCTURAL STEELSHAPES SHALL CONFORM TO ASTM A36 GS. STRUCTURAL TUBE COLUMNS --- + W/ELECIRIC BENDER SHALL CONFORM TO ASTM A500, GRADE B. STD PIPE AND TUBINRING SHALL CONFORM TO ASTM A53 SITE No 68870 ROCNESTFR GAUGE AND SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED, cONNECTIONS, 3100 N ALA INTIAL MONITORING DESIGN SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. ___ LEM GAH GAUGE• WELDING, FOR( PIERCE, FL 34949 5 GALLON OVER SPILL SMALL BE DONE BY AN AWE CERTIFIED WELDER AND IN COMPLIANCE WITH AVS D13. ALL WELDS ST LUCIE COUNTY L �I BUCKET SIZES SHALL BE THE MAXIMUM ALLOVER BY THE MATERIAL BEING MELDED WITH E70XX 1 BOL%ECTRO➢ES URRENT ISSUE DATvE 7� FUEL LOCKABLE FUEL FILL g325TU-X, SIZE AS SHGVN ON DRAWINGS. JANUAR I ZO1 B STRUCRAL SLAB, (� 1-1/4- VENT CONCRETE, 3' VENT CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 2B DAY COMPRESSIVE STRENGTH OF 3500 PSI. $SUED FOR: AND A MAXIMUM W/C OF 0.45. PEAROCK AGGREGATE MIX SHALL NOT BE USED. FIBER REINFORCEMENT, CONSTRUCTION DRAWINGS GENERATOR USE ONLY 100% VIRGIN POLYPROPYLENE MD FIBERS CONTAINING NO REPROCESSED OLEFIN METAL ENCLOSURE ® MATERIALS. APPLICATION PER CUBIC YARD SHALL EQUAL 0.17. (15 LES> BY VOLUME. EV.:=DATE:ESCRIPTION: 3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL. TOUCH UP ALL FIELD MELDS AMR ABRADED AREAS KITH PLAN VIEW TOP OF GENERATOR TWO COATS OF GALVANIZED PAINT. ELEV 15.54' NGVDBB' 4. CONTRACTOR / STEEL FABRICATORS TL OCR PER SHALL BE TAKEN BTHEBUILDING DEPARTMENT GENERATOR METAL ENCLOSURE VERIFY ALL KEN B TH AND EXISTING SITE CONDIIIBN BEFORE ANY STEEL FABRICATION. CARE 4-ll-16 WID- - _ Y THE CLACEM NT TO VERIFY AN➢ LOCATE ANY CONFLICTS OBSTRUCTIONS THAT COMMENTS- NFPA 110 E-2 PROVIDE PLACARD --- "' = COY INTERFERE WITH THE PLACEMENT OF THE ANTENNAS. IF ANY CONFLICTS EXIST, THE ON TANK PER NFPA ST ((HEALTH -1, CONTRACTOR SHALL NOTIFY THE ENGINEER AND SUBMIT ANY PROPOSED CHANGES TO THE ENGINEER Q1 11-04-20t4 FEY'=QJS FEE M.ILDING OIARR ooc PROVIDE EY ER INSTA-U--TY -O) - 00o PRONGED BY VERIZON FOR APPROVAL cc 5, CONTRACTOR /STEEL ISCM UAL SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN SEAL: 00o ACCORDANCE TO THE AISC MANGAL OF STEEL CONSTRUCTION. p ) 00o E1JLL /THRREAD TA BOLTSD 6. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN V16 INCH 00o TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT eo APPROVAL OF THE ENGINEER c PROPOSED IF EP. APPi 300 GALLONS DOUBLE WALL 7. CONTRACTOR / STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINNATER .'°•'�� '�' (. « SC"`v, (+ +'•> ��Ayy, � �� y,�/A�)1 SUB -BARED DIESEL TANK WITH TOP OF FUEL TANK EXISTINGN. e ` Yp✓ t:° f�'r=\ \c/ FUEL LEVEL GAUGE AND AUDIBLE p O 0 O ELEV 11.46' NGVDSB'. e. EXISTING VEGETATION. DEBRIS, ORGANIC AN➢ ➢ELETERIOUS MATERIALS SHALL HE REMOVED FROM BELOW .' 1� ALARM SENSOR THAT WILL .,;"'° y [� (CONT2ACTOR�O �OCATLLE CAPACITY THE FOUTINGS SHA L BE COMPACTED TOSOIL 58% OFIN A MINIMUM THE MAXIIMUMOF 2 FEET BELOW THE BOTTOM OF THE P /DRY DMSTY PER THE MO➢ FIED PROCTOR TE 1 — 4-t �+ -'J4� Y`'� TANK BASE ALA TANK BASE payF;r. RM SENSOR AL CLOSE AS (ASTM DI557). POSSIBLE TO FRL PORT) 9. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER IS ALLOYED ON THE SLAB AND- ATTACH TANK BASE WASHOUT BENEATH THE SLAB IS PREVENTED. W (B) 1/2' DIA HILT H1150 PROPOSED F.F.E.I cAS. e n � I �� IN "^ 1100 EPDXY ANCHORS WT 10. CONTRACTOR SHALL RESTORE ALL ➢ISTURBED AREAS TO EQUAL OR BETTER CON➢ITION, p- _ - 4• MN. EMBEDMENT ELEV. 6.3' NGVO68' s P LAMS. PREPARE) BY: INTO CONCRETE SLAB ;' - - FJGSRNG GRAGE 11. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 2' UNLESS NOTED OTHERWISE. CUNCRETE CAST ✓� c 1 ( » .. a ✓ ' V ]3 NGVDBB AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A MINIMUM CONCRETE COVER OF 3'. s' l —� Kimle Horn CONCIZETR, SLAB - CONCRETE_SLAB f=/ �ss, 1 Y— \/\/\/\/\/\/\/\/ \/ BYSAT LEAST N4'-OPRESSURE, BF HELL COMPACTED SOD.. SEE NOTEB FOOTING TO HE SUPPORTID J`/ Tj d" + 1 ({ 'L c '?mfi Muc6Y-HdiN Ax0 ass5mare GIBS,Inc \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \and 1920 WE. FL WAY -120NT VIEW SIDE VIEW WEST P(56 BEACH. FL33411 GENERATOR DETAIL FBPIE B A0000696 N.T.S. 16" THICK FIBER ® ROJECT DATA 3/4- CHAMFER (TYP) REINFORCEMENT PROPOSED F.F.E. 8.3' NGVDB8' CONCRETE SLAB EXI G G A 7.3' NGVD88' " SEE SOIL COMPACTED NOTE B THIS SHEET I I BRICK PAVER LESSEE PROPOSED SIDEWALK 1\/` �12' SWING GATE GRA55� 11 MNG CONC. PAD VENT PIPE GENERATOR LAYOUT B B i6 6CA1f AS SHOWN , PROPOSED GENERATOR EXHAUST LESSEE PROPOSED 5OKW DIESEL GENERATOR ON PROPOSED —CONCRETE PAD WITHIN 4'X10' GROUND LEASE AREA (TOTAL OF 40 SQ F) OURLNE OF METAL ENCLOSURE MIH DOORS AS PER NPPA 704 (HEALTH -1. FLAMMABIUTY -2, INSTABUTY -0) PROVIDED BY VERIZON WIRELESS PROPOSED PD.EP. APPROVED 300 GALLONS DOUBLE WALL SUB -BASE DIESEL TANK WIIH FUEL LEVEL GAUGE AND ALARM SENSOR ON PROPOSED CONCRETE PAD JAI GOD ARS KKM AANOL00 A ARTMES PE 70645 MARK V. MARTIN PE M97 KFNN K MARAM PE 7i 5 GENERATOR DETAILS B -" HEET NUMBER• C5 r KHA Job : 041384029 i 11 FORTING N.T.S. PROPOSED PVC GATE DETAIL N.T.S. NDTE ALL HARDWARE TO BE HOT DIPPED GALVANIZED. ANEL PVC FENCING NOTES: I. - ALL WOOD FENCE POSTS TO BE NO. 2 SOUTHERN YELLOW PINE CCA PRESSURE TREATED LUMBER. ALL POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE 2. - TREATED LUMBER. ALL METAL PARTS TO BE HOT DIP GALVANIZED. 3. - GATE SHALL HAVE HEAVY DUTY HINGES AND LOCKING 4. - DEVICE. CONCRETE FOR FOOTINGS TO HAVE A MINIMUM 28 DAY 5. - COMPRESSIVE STRENGTH OF 3000 PSI 4'x4' P.T. POST 4'-0" O/C MAX _ FI WHITE PVC PANEL ALL FASTENERS SHALL BE (TYPICAL) HOT DIPPED GALVANIZED. STAPLES SHALL NOT BE USED. PVC FENCE PLAN VIEW N.T.S. v riz n 47M E%CHMGE CT, 9111E IM BDCA RI4". R W431 (561) 993-55D0 PROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N A1A FORT PIERCE, FL 34949 ST LUCIE COUNTY URRENT ISSUE DATE JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS EV.:--DATE====DESCRIPTION: SEAL: �+ EPARED BY: Kimley—Horn and Associates, Inc © MIS MM(EY-HLRN AND ASSMYA71M INC 7920 WEKNA WAY WEST PALM BEACH, FLORIDA 33411 (551) 845-0665 HPE CAOODOG95 ROJECT DATA: R\WN BY:=CHK.: GOD ARS KKM CENSURE: PRNOIDO A ARnLE9 PE 70M MARIA V. MAR11N PE 72397 KM IC MA M PE 7149.6 HEET PVC FENCE DETAILS HEET NUMBER• C6 KHA Job ff: 041384029 STRUCTURAL NOTES: Y 15,4, Y 1. DESIGN: CONTRACTORSHALLMEETTHER QUIREMENISOFTHE2014FLORIDABUIMINGCOOEANDANYOTHERLO ORREGIONAL E1 E1 GOVERMNG CODES DURING CONSTRUCTION. 2. WINDLOADCRITERIA(ASCE ]-10): C : SPEED BASIC BASIC WINO SPEED Wtl=160 MPH Vase 124 MPH W A2 S2 W NOTE: CONTRACTOR MUST VERIFY THE ASBULT CONDITIONS OF THE EXISTING COLUMNS ARE CONCURRENT WIM THE DIMENSIONS SHOWN ON THIS DRAWING PRIOR TO CONSTRUCTON. THECOMRACTORMUSTREPORTANYDIWMMCESTOTHEENGINE . POSSIBLEDIMENSIONAL STMEMOFTHEPROPOSEDFRAMEM1 YBENECESSMY. PLAN VIEW- EXISTING COLUMN LOCATIONS 12=14 SCALE t?=r V-T A2 S2 6m� QNr WIND EXPOSURE=D MWFRS FOR OTHER STRUCTURES: ROOFTOP EQUIPMENT STRUCTURAL STEEL: MATERIAL -ALL STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS: PIPE SHAPES SHALL CONFORM TO ASTM A53 GRADE B (Fy-35 R61; Fu -60 KS) HSS SHAPES SHALL CONFORM TO AS IVI MIS Cc B (ROUND: Fy-42W, Fu=58IMi, SQUARE,Fy=4@ ', Fu=58I¢) LL W SHAPES SHACONFORM WITH ASIM A992 (Fy,50IMI,Fu=65k CHANNELS, PLATES AND ANGLES SHALL CONFORM WTH ASTM MS (Fy=3GW,Fu=586) BOLTS: ALL BOLTS SHALL CONFORM TO ASTM A32SX UNLESS STATED OTHERWISE CONNECTIONS: DESCH, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, I4TH EDMOk WELDING: SHALL BE DONE BY AN AM CERTIFIED WELDER AND IN COMPLIANCE WITH AM 01.1. ALL WELDS SIZES SHALL BE THE MAXIMUM ALLOWED BYTHEMATERIALBEINGWELDEDWITHE70MELECTRODE GALVANIZED ASSEMBLIES: GALVANIZEDWSASSEMBUESSHOUW NOTBECOMPLETELYSEALEDBEQALISERAPIDPRESSURECHANGESDUMNGTHE GALVANIZING PROCESGTENO TO BURST SEALEDASSEMBUES. 3. PLATFORM EQUIPMENT: THIS PLATFORM WAS DESIGNED LOADED WITH THE FOLLOWING MINUS (CONTRACTOR SHALL SEE CML SHEETS FOR EXACT LOCATION OFALL CABINETS): 3.1. (1) EBRE BATTERY CABINET-(DL=4960bt) 32. (2) MOD 4.013 MINUS -(DL=H231M EACH) 33.(1)ODECABINETWIPEDESTAi-(DL=64T1e5) 3A. (1)FUTURECABINET-(OL-22003PI) 4. ALL COMPONENTS SHALL BE PROTECTED FROM WEATHER EFFECTS. USE HOT DIP GALVANIZED MATERIALOR PAINTAS APPROPRIAMMUCH UP ALL FIELD WELOSANDABFADEDAREAS WITH TWO COATS OF ACCEPTABLE PAINT. REPAIR OF ABRADED OR UNCOAIEDABEAS SHALL CONFORM TOASTM A780-93A 5. CONTRACTOR MAY PAINT GALVANIZED ASS MEMBERS IF REQUESTED BY THE CUEM. CONTRACTOR SHALLCOOROINAIE WITH PROJECT MANAGER FOR COLOR SELECTION. 9. CONTRACTOR I STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. CONTRACTOR) STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPUCES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ME USED, THE SHOP ORN WNGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. It AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OFF; 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANYAREAS OF THE SITE AT THE CONTRACTOR'S EXPENSE THATARE DISMRSMD ARESULTOFTHEWORRAS60CMA WITHMEINSTALLATON OFTHEPROPOSEDIMPROVEMEMS M THE CONTRACTOR SHALL VERIFY PROPOSED STRUCTURAL LOCATIONS AND POTENTIAL CONFUCTS BEFORE BEGINNING CONSTRUGTIONAND NOTIFYTHE ENGINEER DESIGN MODIFIUTONS MAY BE NECESSARYASA RESULT. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF MY DISCREPANCIES BERYEENTHE CONSTRUCTION DRAWING SETAND EXISTING FIELD CONDITIONS. 16. TIISDESGNISB MONINFORMATONPROVIDEOTOb EBYKMLEY-HOMMOASSOCIATESINCWDING: -PRELIMINARY SITE LAYOUT DATED FEBRUARY 2014 -RECORO DRAWINGS OF THE BASTING BUILDING BY BUIGAS &ASSOCIATES ARCHITECTS INC., DATED 7116181 Oa Oe W Pv Ei O 4 f 4 4 CABINET LAYOUT NTS SITE MAP LEGEND © MCNICHOLS GW(19WQ C X i' GALVANIZED FINISH GRATING (INSTALL OVER ENTIRE ELEVATED AREA INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING HR HANDRAIL, 1j•GALV. STEEL (SEE DUAL 301 ON W) E) E)L BUILDING CONCRETE COLUMN, 12W4' (10-3000PS) O EX BUILDING CONCRETE COLUMN, IOW4' (f 3000PS) H) HSS ROUND COLUMN 6'a IX (SEE DETAIL 201 ON G2 FORBASEPLATEDUML) G7 GIROER,W10X33 81 BEAM,W10M3 RZ CROSSBEAM,W10X33 ('.I CHANNEL.C8XIIS Pi 5BX PIPE PZ 3.OXPIPE L1 GALV.ANGLE-L4r4Xj 0 ANTENNA(SEECMLPLANSFORDETNLS) (_1 EX. COLUMN CIL COLUMN DESIGNATION (PER YORIGINAL BUILDING DR)WNGS) EX. COLUMN CL, ROW DESIGNATION (PER ORIGINAL BUI WING DRAWNGS) M- INEEBRAM(SEEDETAII-202ONS-2) m uw- ROOF ELEV.J I I I I - - 142 2 `I NOTE: EOUIPMENTCABINEfSNOTSH0W 114THISMI SECTION Al FROM S1 1?=ra HOLE HOLE PL 121121v4-(SEE NOTE ( 1&ZW 1 n 2. TYo) 1.-0. 2) 3 4 3' M25XBOLT (TYP) a v 1l4 O Ht — 5 Q To -THICK STIFFENER PLATE, LOCATEDABOVECLOFHI COLUMN(TYP. BOTH SIDES. CL 0. NARROyy NARROyy SEEDELNL302FORWDD SIDE sIDB DETNU OF OF . E1/E2 . EI/E2 COLUMN TO GIRDER BASE PLATE DETAIL WE . NTS DETNL201NOTES: 1. ANCHORGHALLBESECUREDWI W4'OHILTIHASRODW/HILTIHIT-HT200 EMBEDDED6 r 2 BASE PLATE SHALL BE INSTALLED FLUSH ON TOP OF CONCRETE ROOF FILAR- MIS INDICATED ON THERECORDP STHEREMAYBEUPTOr OFLWINSUTATINGCONCRETE CONTRACTOR SHAH CHIPAWAT LW C AS NEEDEUTO INSTALL BASE PWTE. THEANCHOR BOLT EMBEDMENT DEPTH SHALL BT T AT TOP OF CONCRETE DECK AND NOT ATTOP OF LWC. 3. SEE DETAIL 603 FOR ROOF PATCHING DETAIL EBASEPLATE AND COLUMN CONNECTION DETAIL MS va S2'LW INS. CCRETE SECTION A2 FROM St tm=na 0 011116-BOLT HOLE w A W (TYF7 5311' 3 va\• BEAM/GIRDER .5[. W / 2• 21116' 135'� z va- 23a' B 2 2 211e' 0ul r wELD'r 101/4' -)3•2'p2- 3 B' C NA1D'i' PLATE(iYP) BRACING SCHEDULE PLATE WELD BOLT CASE A B 0 C THICKNESS H1TOG1 1'-3 i}' 1'-S&` 45` y4p.M 9116'THK. 1/4` PO B- H1 TO B1 FIELD FIELD 45' a { 21X4 911fi'THK 1l4• T`0 MEASURE MEASURE 6- B-=mSM GROUP B. FTd=113W. Fm= S4Ml PLATE DETAIL WE 202 TYPICAL KNEE BRACE DETAIL S-2 AI . LEGEND GR MCNICHOLS GW(19W4) 1'. i'GALVANRED FINISH GSTAU. ERMANUFACT MANUFACTURERS SPECIFICATIONS) AREq INSTALL PER MANUFACTURER'S BPECIFICATIONs) L7 DIRECTION OF GRATING HANDRAIL I;• SAW. STEEL (SEE DETAIL 301 ON S3) E7 EX BUILDING CONCRETE COLUMN, 12W4' (k=3000P5B O EX BUILDING CONCRETE COLUMN, 10'X24' (k=3000PS1) Hf HBB ROUND COLUMN 6'. 12(SEE DETAIL 201 ON S2 FOREASEPIATEDETAIL) Gi GIRDER,WWX33 B1 BEAM,MAOX33 B2 CROSSBEAM,W10X33 Gi CHANNEL,C8X11.5 PI SBX PIPE PP 3.OX PIPE LT GALV.ANGLE-Ll.4e; A7 ANTENNA (SEE CTOL PLANS FOR DETAILS) Q EX COLUMN CA_ COLUMN DESIGNATION (PER ORIGINAL BUILDING DRAW NGS) EX COLUMN GL ROW DESIGNATION (PER ORIGINN. BUILDING DRAW NGS) N- KNEEBRACEBEEDETNL202ONS-3) Veri 4T00 EXw>N(.E CT. SUITE 100 BOG RATON• R 3301 (551) 995-5503 SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA I ST LUCIE COUNTY L URRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS SEAL ? %`,10EIN8F �S'S * ! No. 25349 A1,1 .01 '' A 4915MINRDST EET vmw{rme.w 4B15NW U-E 6TRFET P. 352525 4 G 2SNLIE.FL326A gnee21i824 CN 28619 e: rv�rtYrbixmwuneemP.wm STE N VE 91E NAPES ONNEA/PRW MCA: ew& DwT. / mNw¢ SURgNO C AU RO IM B0DN6 = SMB I JWM AR —" WAYNE NISNOE PM. A R SI. SIEFAEN MATTMEIV BE SOL PE R(675t4 STRUCTURAL ELEVATIONS & DETAILS S=2 mi :KHA Job #: Epp 4� Im 041384029 TYP I IWO GALVANIZED SCH. 40 PIPE, 4'-0- MAX SPACING OTC, WELD TO STIFFENER PLATE (TYP) 1 f/CO GALVANIZED SON. aB PIPE RNLGRIND ALL tNELD5 RYP.) PIATELTYP) 34'0 L3;l TYP 301 HANDRAIL DETAIL 53 BIG CASE 1-ADD STIFFENER ON OPPOSITE SIDE OF ANY SINGLE BEAM 304 B2 TO B1 CONNECTION DETAIL 53 Nrs 10, TYP NOTES BEAM }-STIFFENER PTATE(TYPI SEE 302 STIFFENER PLATE DETAIL S3 W. 1. AT LOCATIONS WHERE Pt CONNECTS TO END OF B1, CONTRACTOR MAY CONNECT Cl BY BOLTING THROUGH STIFFENER PLATE IN LIEU OF INSTALLING ANGLE CONNECTOR (BOTH SIDES OF 31, TYP). 305 Cl TO B1 CONNECTION DETAIL S3 NTs MUIPMENTCI SEE NO.... NOTES FOR 306: 1. ATTACH CABINETGW1TH 12'0 A307 BOLTS W/HEX NUTS AND WIASHERS W MINIMUM EDGE DISTANCE OF 1-FROM CENTER OF HOLE (MIN 4 BOLTS PER CABINET) PER MANUFACTURER'S SPECIFICATIONS. 306 CABINET ANCHOR BOLT CONNECTION DETAIL S3 NTS GIRDER SEEDS BASE M) VOTES I. INSTALL TWO STIFFENERS ON EACH SIDE OF BEAM (4 TOTAL PER PI) SEE DETAIL 302 =0R STIFFENER DETAIL (TYP FOR ALL P1 TO B1 CONNECTION LOCATIONS). NTSv 303 P1 TO B1 CONNECTION DETAIL S3 Nrs B B II IT THICK STIFFENER PLATE Gt LOCATEDBELOW WEBOF BEAM (TYP. BOTH SIDES, SEE DETNL362FORWELo SECTION A -A SECTION B-B DETAIL) NB MS LEGEND M G / DIRECTION OF GRATING ® HANDRAIL I}- CALM STEEL (SEE DUAL 301 ON SO) E) EX BUILDING CONCRETE COLUMN, 1TX24' Bo3000P81) EX BUILDING CONCRETE COLUMN.I OW4' O ("30"P51) OHW ROUND COLUMN 6'. 10(SEE DUAL 201 ON&1 Hl FORHASEPLATEDETML) G7 GIRDER. W10X1t B7 BEAM,W13)M B2 CROSSBEAM,WIDX33 C1 CHANNEL, CSX11.5 Pi SOX PIPE P2 3.OX PIPE L1 GALU. MGM -L4x4n1 0 ANTENNA,(SEE CML PLANS FOR DETAILS) Q EX COLUMN CA- COLUMN DESIGNATOR (PER ORIGINALBUILDING ORAW INGS) EX COLUMN GL, HOW DESIGNATION (PER ORIGINAL BUILDING DRAWINGS) µ KNEEBRACE(SEEDETAIL21GONS-2) TY 307 G1 TO B1 CONNECTION DETAIL S3 RIG TYP 470ACT. SUITE ISO B BOLACA RATIO"G N, Oa (561) 995-S5C0 SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA ST LUCIE COUNTY CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS O E 'w --/ ,t No. 25349 ' 0 _ I z -A STATE OF/1 WIM ENGINEERING, LLC xw p—. 4915 IAN 43RD STREET I, 352535d890 GAINESWLLE,FL33506 F: 865-52"834 CN28519 e:).rmSMm pneemlBmm SIZE W YE 91E AtlMESS OxNERmo,. YpIL film OWL / Z.. BUIIOWG CODE W. RdmA BAMxc Ott SMB I JWM AR MNN MAYNE MGH1 .. PE R.,D.49 SIWI MATMEM G. ss , PE iyfi)Sla STRUCTURAL DETAILS I S m 3 r-=i KHA Job 041384029 AN E (ITx 12.5 . MAX. CONNECTF2' USINGCONNE CL306 EOUIVALENT CONNECT PIS USINGCONNE CG2: EQUIVALENT 401 ANTENNA DETAIL 5 NT6 GCE STANDARD RAILING [WAENAPPUCABLE) TOE BAR (WMENAPPLICABLE) (30-MIN. LENGTH) De MIN. WIDTH) TOP OF TOP RUNG LEVELED WI TOP OF LANDING PLATFORM. SIDE RAILS 21?x 3WTHOK ID MONICHOLS GW(19W4)1'x V GALVANIZED FINISH GRATING (INSTALL OVER ENTIRE ELEVATED AREA INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTIONOFG'TING HANDRAIL 11-GA1V. STEEL (SEE DETAIL 301 ON W) EX BUILDING CONCRETE COLUMN, 12-MV (I 3000P61) EX. BUILDING CONCRETE COLUMN, 10Wl' V Qo3000PS1) Hj HSS ROUND COLUMN 6- x 1271SEE DUXL201 ONS-2 FOR'6EP WTE DETAIL) Gj GIROER,WIGX33 B7 BEAM,W10= BP cRou BEAM,WNOX33 C7 ORAUNEL,OSXIIS P7 SUXPIPE P2 3BX PIPE Lj GA-V.ANGLE-1.40.j Aj ANTENNA (SEE LML PLANS FOR DETAILS) Q EX COLUMN CM- COLUMN DESIGNATION(PER ORIGINAL BUILDING DRAWINGS) EX. COLUMN Cl, ROW DESIGNATION (PER iJ ORIGINAL BUILDING DRAWINGS) KNEE BRACE (SEE DETAIL 202 ON S-2) SEE NOTE (jYPICAL) NOTES J'O STD RUNG SEE NOTE] (TYPICAL) BMIENAPPUCABLE) LADDER FRONT ELEVATION SCPLE: N.T.S. 0 z a NOTE: DIAGONAL BRACING NOT SHOWN FOR CIARITY. SEESIOEELEVATION. OF APPLICABLE) / PERPENDICULkRCUEARANCE TO O&STRULTION OBSTRUCTION (SEE NOTE 6) GEE NOTE ]F� (TYPICAL) SEE NOTE] I I TYPICAL) s O TOEBAR OF APPLICABLE) ii SEE NOTE ANDING PLATFORM IT EOUIPMENTPLATFORM BEAM PC 1/Ix 4-MIN. �EALH BIDE FAIL 30'MIN. STEP ACROSS TMIN. 2' MAX. PLATFORM COMBING SIDE SIDE LADDER SIDE ELEVATIONS SCALE N.T.S. LADDER NOTES: 1. LADDER FABRICATION SHALL COMPLY MATH ALL APPLICABLE 5. TOP RUNG SHALL BE LOCATED AT THE LEVEL OF THE LANDING OSHA REQUIREMENTS. LATERALLY SERVED BY THE LADDER. 2. WHEN OSHA REQUIREMENTS CONFLICT WITH CONSTRUCTION B. ONLY IF STRICTLY UNAVOIDABLE, THE MINIMUM PERPENDICULAR DRAWINGS, OSHA REQUIREMENTS SHALL PREVAIL CLEARANCE TO OBSTRUCTION CAN BE REDUCED TO 24' MIN. 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE CODE 7. RUNGS, RAILS AND BRACES SHALL BE FREE OF SHARP EDGES, 'CODE FOR WELDING IN BUILDING CONSTRUCTION" (AM D 1.0) SPLINTERS, BURRS OR PROJECTIONS WHICH MAY BE AHAZARD. 4. RUNGS SHALL BE CORRUGATED, KNORLED. DIMPLED, COATED 8. THE DISTANCE BETWEEN RUNGS SHALL NOT EXCEED 12 INCHES WITH SKID RESISTANT MATERIAL OR OTHERWj SE TREATED TO AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF MINIMIZE SLIPPING. THE LADDER. 402 ACCESS LADDER DETAIL $ NTS 4700 CA, RAKE CT, 418E 100 BOW'T99 S J3131 (Sfil) 995-SSW SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA Sf LUCIE COUNTY CURRENT ISSUE DATE: JANUARY 2016 CONSTRUCTION DRAWINGS NO.25349 4 fm � I �700yyr�; STATE of ; rC MW ENGINEERING, LLL xwx.}mrcc.m 4915NW'43RDSTREET R3WZ58890 GNNENLIE,FL 32808 F: 866S2 4 CA1125819 e:jrm�Nnrtenynttmg.wm SMB I JWM AR "N WAY E NIS1OL PM. PE M25319 S.F .A ' 6a oot. PE �]614 STRUCTURAL DETAILS S=4 r KHA Job #: r]=n--, 041384029 /l/ W W 4PIOR LP1 SECTION A -A 3la'=1'd LEGEND © MCNICHOLS GWI19W4) V x J' GALVANIZEO FINISH GRATING IINSTALLOVER ENDRE ELEVATED ARE INSTALL PER MANUFACTURERS SPECIFICATIONS) DIRECOON OF GRAONG HR HPNDRNL, 1}•G V. STEEL (SEE DETAI, 301 ON 53) E1 EX BUILDNG CONCRETE COLUMN, 12•XM• (k=3000P51) EXSUILONGCONCRETE COLUMN, 10'X2l- O (Tr-3000PM) H1 HIS ROUNOCOLUMNCxIl(SEEDETAIL2010145-2 FOR BASE PLATE DETAIL) (.•) GIRDER,W10%33 97 BEM.I.MCM3 B'L CROSSBEAM,mISaS C1 CHANNEL,O6X11.5 P1 5.OXPIPE P2 30XPIPE Li GALV.ANGLE-L4a41 Al A ENNA(SEE CINL PLANS FOR DETAILS) (� EX COLUMN CA, COLUMN DESIGNATION (PER YORIGINAL BUILDING DRAWINGS) EX COLUMN M ROW DESIGNATION (PER ORIGINAL BUILDING DRAWINGS) KNEEBRACE(SEEDETNL2020NS2I 4700 E%CH CT. SUITE 100 00G AM FL S:, (661) qg5 995-65W SAND ON THE OCEAN SITE #68870 3100 N AtA FORi PIERCE, FLORIDA Si LUCIE COUMY CURRENT ISSUE DATE: 11 JANUARY 2016 I CONSTRUCTION DRAWINGS I No.25349 : lz % STATE OF,,) NVM ENGINEERING, LLC wmv{.nne.m 43I5NW43RDSTHEET P:3S2-505-0090 GVNEWY 'mmm F:656 W4 I%4 C 20619 e: irvm.'di n=eemamm STE NME 91E Offii6S OVER/PROP. Ypt BID. CWT. / zmRIm MIIDNO LOCO: 2Nl RP4)4 BAgX6 = SMB I JWM AR "I WAYNE NL910E. PM. PE M25]l9 Sm,H N YA]INEN B.. FE iL(+]SIl ANTENNA FRAME PLAN AND SECTIONS SW5 :KHA Job #: ❑p�,R 041384029 1 BASE PLATE - PLAN VIEW IN HOT BITUMINOUS ROOFING TO TOP (lYP) 013116' HOLE W/;'A4G5X J' BOLT(TYP.) L1 \ E PLATES) =Ivor= rireirire1ei SEE 140TE I (TYP) e;r�rt%r$?i blr1� trlr'�rrl tlrOltrrr� 'rrirrAirrre Pi4fr :Qe __ PITCH POCKETOETal� \ d"—" / ow BI&BZ) `�— n NOTES FOR DETAIL 200: 1. INSTALLkO HOTD'PPEDGALVAWSEDFRLT KWIKSOLTJWI EMBEDMENT DEPTH OF 21' PER MANUFACTURER'S SPECIDCATONS (TYP. OF 6 PER BASE PLATE) 601 BASEPLATE MODIFICATION DETAIL 53 SCALE. NTS REPAR/RERACE EXST� ROOFING 3V BEYONDAREA AFFECTED BY WORK SEE OETALL� ND ON A L PND DETAIL 201 ON S2 EXSTINGSTRUGTIRAL ROOF DECK Ex COLUMN Z I ---------- FILL WINEW ROOFINSUTATION TO MATCH EXISTING INTYPE, SLOPE &THICKNESS 603 ROOF PITCH POCKET DETAIL Bd SCALE: NTS SECTION DETAIL !'CONCRETE BLAB :T-IT 30F 604 TYP. WALL MOUNT BRACKET DETAIL FOR MASONRY WALL SS SLPlf: Nis 602 PLATE TO COLUMN WELD DETAIL S-5 SCALE: NTS Q. LEGEND MCNICHOLS GW(19W4) Vx a' GALVANIZED FINISH — GRATING (INSTALL OVER ENTIRE EIEVATEDPREA INSTALL PER MANUFACTURER'S SPECIFICATIONS) DIRECTIONOFGRATNG HANDRAII_li ALV. STEEL (SEE DETAIL 301 ON SS) E( EX BUILDING CONCRETE COLUMN, 1Y 4' (k-3000PSI) EX- BUILDING CONCRETE COLUMN, 10-X24- O (fo3000PSI) HSS ROUND COLUMN X' A UT (SEE DETAIL 201 ON 9-2 H1 FORBASEPLATEDETNL) G1 GIRDER.WICX13 B1 BEAuo'w0X33 B2 CROSSBEAM.WIwD3 Ct CHANNEL Sam 1.5 P1 EOXPIPE O3CXPIPE L1 GALV.ANGLE-L4.44 p1 ANTENNA (SEE CML PLANS FOR DETAILS) (� EX COLUMN M COLUMN DESIGNATION (PER YORIGINAL BUILDING DRAWINGS) EX COLUMN C/L ROW DESIGNATION (PER �J ORIGINAL BUILDING DRAWINGS) N- KNEE BRACE(SEE DETAIL 202 ON S-2) INSTALLO5'HILTH4 LV.ROD`ATIHHLLTIHY3O M EPDXY, S EMBEDMENTIVEHIFYANLH0 RODIS S FROM ALL FDGES OF CONCRETE=L/TIE BFAM. IF NOT GROUT FILL ADNC ENT MASONRY CELLS PER QUAIL..) ° 4 N d °tl B da 4 . 8. a. a C 605 WALL MOUNT BRACKET DETAIL FOR CONCRETE WALL B'S SCALE: NTS 4700 EXCHANGE U. WIT 100 MCA RATON, R W431 (561) 995-55W PROJECT INFORMATION: SAND ON THE OCEAN SITE #68870 3100 N A1A FORT PIERCE, FLORIDA ST LUCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS No.25349 `,' 1 1 STATE OF "'A'ENGINEERING. LLC wmlA'me.w °915 MQRD STREET P. 35250 .O GAINES%M I FL 32606 R24 4 B CM205t9 rjxm�jxmen9ineeein9mm PROJECT DATA: - SIT NAVE STE AmRESS O PER/PROP. NC.L' 51➢G DFPT. / 1QIINS UWGNC 0111E SIM FURCA RIUBG OXE :DRAWN BY:=CHK.: APV.: SMB JWM AR iLULNSURE: MMN VAYNE MIWQE. M. PE Rp5Jt9 BIEPNOH MATD )USER. PE FL/67514 ANTENNA FRAME & CONNECTION DETAILS HEET NUMBER-- S=6 KHA Job I OpO 041384029 ELECTRICAL NOTES 1. GENERAL A THE CONTACTOR SOUL PROVIDE ALL IAERIA AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON HE DRAWINGS. BENS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SIWL BE INCLUDED. B. THE CONTRACTOR SNALL CDORD. W/W6ZON WIRELESS FOR PERMITS & INSPECTIONS VER20N WIRELESS 9NLL MAN ALL PERMITS. SCHED. INSPECTIONS, & APPROVALS. C. ALL WORK SHALL COMMON TO HE NATIONAL ELECTRGL CODE AND THE LOCAL BUILDING CODES ALL COMPONENTS S 41L BE U.L APPROVED. 0. THE CONRACTOR SHALL BEFORE SUBYRTWC HIS BID. WSIT THE SHE OF THE PROJECT AND BECOME FMILLM WITH THE CONDITIONS. NO ALLOWANCE WRL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE OOWRACTCR TO 01 THEN E. EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH VERIZON MRMES5. THE MONO OWNER AND OWNER TRADES. F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE, SUBSIMIDON SHALL ONLY BE MADE WITH THE APPRO✓AL OF THE ENGINEER THE CONTRACTOR SHALL SUBMIT METALS OF PROPOSED MATERIALS. REASON FOR CHANGE AND CHANCE W CONTRACT AMOUNT. 2. SCOPE W WORK A THE CONTRACTOR SAIL PROVIDE ALL ELECTTICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FULLUWS: I. PROVIDE ELECTRICAL SEANCE AS INDICATED ON THE DRAWINGS. 2 RUDE SETMCE EQUIPMENT MOUNTED AS INDICATED ON DRAWINGS. 3. RUDE TELEPHONE DONOR WITH PALL WIRE AS INDICATED ON DRAWINGS. 4. COORDINATE ELECWRICAL SEANCE WITH POWER CO.. CONTACT REP PRIOR TO CONSTRUCTION. 5. COORDINATE TELEPHONE SEANCE WITH TELCO CONTACT REP PRIOR TO CONSTRUCTION. 6. NSTAL WE AND CONDUIT AS INDICATED. 7. PRUDE GROUNDING AS INDICATED ON DRAWINGS. B. RESTORE ALL AREAS TO ORIGINAL (GNOMON AFTER INSTAIIATA OF CONDUIT. CUT AND PATCH CONCRETE AND/OR ASPHALT AS REQUIRED 9. CONTRACTOR SHALL CLEARLY ME DISCONNECTS, METERS, BREAKERS, TELEPHONE TERMINAL W% AND OTHER RELATED GEM, J. CONAB A CONCUR SEES AS SHOWN ON THE DRAWINGS ME A MINIMUM. THE CONTRACTOR MAY INCREASE AS REWIRED FOR EASE OF PUUNG. B. CONOUO TYPES M FOLLOWS 1. ALL ABOVE GRADE CONDUIT STALL BE BUD GW.VMZED STEEL 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 M 3. CONCEALED CONCUR IN WALLS OR MOVE DRUM NAY BE M. C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL. OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVMIZED STEEL CONDUITS SHAH HAVE BURRS REMOVED WON A REAMER CONUITS ENTERING CABINETS SHALL HAVE LOCK NUTS INSIDE AND OUT UNLESS M17ANCE IS THREADED. NYLON INSULATED BUSHINGS SHALL BE USED ON ALL MEAN TERMINATIONS GROUNDING PROTECTION SYSTEM NOTES: 1. RUDE 'GABLE ENTRANCE GROUND BAR' (CECB), 3TH X 6l X 1/4'0. MART AT +2'-0' AT MOO BOARD. (OPTIONAL ONLY WHEN REWIRED BY VERIZON WIRELESS) 2. RUDE A GROUND RING BURIED A MINIMUM OF 18' BELOW GRADE. THE GROUND RING SHALL BE INSTALLED 2'-0' AWAY FROM FOUNCATON (MINIMUM UNLESS SHOWN ON DRAWING). 3. LORD FENCE POST TO GROUND RING USING AN EXOTHERMIC WELD. BOND FENCE DATE TO POST WITH A FLEXIBLE COPPER JUMPER STRAP MECIWOCALY OR EXOTHERMICALLY. TYPICAL MR ALL FENCE PLANES WITHIN 12 FEET OF TOWER FOUNDATION. FOR FENCE PLANES BEYOND 12'. EXTEND lJ2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. 4. BOND DISCONNECT SCOTCH, NEVER, TELEPHONE CABINET AND SERWGE CONDUITS TO BURIED GROUND RING AS THEY CROSS. 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INOMOVALLY WHOM TO THE BURIED GROUND RIND. EXOTHERMICALLY WILD CONNECTIONS AT POST FOR WAVEGUIDE STRUCTURE AND BURIED GROUND RING. RACE 5/8iH0' COMERCAD GROUND ROD AT 10' INTERNALS ALONG WAVEGUIDE PATH. 6. BOND REAM IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO BURIED GROUND RING. EXOTHERNICALLY WELD A III TINNED SOLID COPPER CONDUCTOR TO THE NEW AND CONNECT TO THE BURIED GROUND RING 7. RUDE INSPECTION SLEEVE AT ALL BURIED MUND RING EXOTHERMIC CONNECTIONS 8. RUDE WHOM CONDUCTOR(S) FROM THE BURIED GROUND FUND TO TEE ANTENNA CAME BUS BAR AT POINT JUST INSIDE OF TEE COMMUNICATION STRUCTURE EXT. VERN FACT LOCATOR OF COPPER BUS BAR FOR PROPER CONDUCTOR LFNCH. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY TEE ANTENNA CABLE INSTALLER. 9. EXOHERYICAJLY WELD BONDING CONDUCTOR TO CONNUNICATON STRUCTURE LEG AT V0' MOVE PAD AND BOND TO BURIED GROUND RANG. PROVIDE A 3/4' PVC SLEEVE WON A GRADUAL BEND IN TEE CONCRETE FOUNDATON. 10. 5/8T00'-0' LONG COPPER CLAD GROUND ROD. 10' SPACING BETWEEN RODS (NON- LINEAR). TYPICAL MR ALL MUM RODS SHOWN. USE STAINLESS "a HARDWARE WHERE APPLICABLE. 11. ELECTIICAL COMRACIDR SHALL TAKE NEWER READINGS OF CROWD. TEE RESULTS SHALL NOT BE GREATER THAN 5 OHMS 12. ALL CONNECTIONS TO GROUND SYSTEM SHALL BE MADE IN UNE WITH BENDS NOMINAL 12' RADIUS IN THE DIRECTION OF CURRENT ROW. T-CONNECIIONS WRL NOT BE ALLOWED. 13. AL BENDS IN GROUND WIRES SHALL BE NOMINAL 127 RADIUS. 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' SHAL BE BONDED TOWARDS MIDDLE CA LENGTH. COORDINATE II WITH VERZON MR" ' PROJECT MANAGER 15. WHEN APPUCABLE CONTRACTOR? SHALL BOND FRAMES TO EACH OTTER & TO GROUND RING WA TWO PATHS. COORD. WITH VERZON WIRELESS' PROJECT MANAGER 16. CONRACTOR GW PRUDE ONE OF THE M LOMNG AS DIRECTED BY VMZON WIRELESS PROJECT MANAGER THE SECOND OPTION 5 PREFERRED. A CADWELD EACH CABINET GROUND WANE TO MUM RING M SHOWN IN EOIRMEM GROUNDNG DETAL B. CADWFID EACH WIRE TO A 1/4-U-X12' MIN. COPPER BUS BAR LOCATED BEHIND RADIO CABINET. EXTEND A 12 WIRE FROM EACH END OF COPPER BUS BAR TO GROUND RING. 17. PROVIDED BOOED BONDNG JUMPERS BETWEEN EACH CATE AND POST. LOADCENTER A SCHEDULE 1, lam i ME MIME ©O HE RATED VOLTAGE 1111120/240 ❑_ 10, 3 WINE BRANCH ACES: ❑12 020 OW�42 MPROVFD NFRS. PER VEBZON WIRELESS STARILAROS RAZEDAMPS: ❑IOU ■225 ❑400 ❑_ CABINET. ■MWACE El FLUSH I Nam ❑1 03R ❑4X ❑ MAN LUGS ONLY MAN 200 AMPS ■ BREAKER ❑ RUSD SWITCH I ■ HWCED DOOR 1 ■ KEYED DOOR LATCH ❑ FUSED ■ CIRCUIT BREWER (BOLT -IN) BRANCH DEVICES I El- TO BE CI BRFNQRS FULL NEUTRAL BUS GROUND BUS ALL SHAKERS MUST BE RATED TO INTERRUPT A SHORT CRAIT ISO OF U.000 AMPS SY'MMEMCAL A-36 WC r POWER TELW/EBER CABINET NE I I CABINET WTTH ALARM PNLMO VEBZA VENZA WREN VEIZON VEIZON MJO,J2.-34 BLOCK A WIRELESS WIFELESS WIRELESS WIRELESS I WIRELESS I EDRE COMA CDMA LIE FUTURE 008 CABINET CABINET CABINET CABINET I ODE/LLT I CMwET STEEL PAIFORIM aWF- TELCO TO WEIR CARNETS, SO: TELCO RISER I EQUIP. TOP. A-5,7 A-1,3 EQUIP. ONO BAR TOP FLOOR PROVIDE FWESEAL AT AL PRUDE MILRO%ES M RCERALIE, 200A 2/0 4 PORTAL REVERSE I CONOuB/BLAB/ROOF AMI FOR POWER ANO SERVICE. TOLE 2. SFAWCE YODEL ABRTW44R5 STYLE 2, OR APPROVED EQUAL PRO PENETRATTONS COOOFD WITH CM & BLDG OWNER TELCO CONWIIS TRUCO C PROPOSED RATING IS THOUGH 19 RCOR C NG, SEE E-2 PROPOSED RONWG IS THROUGH 19 FLOOR CEII SEE E-2 IAA w4 - - - 9 120/2061 8" CND INSTALL 2/0 CND, C01 M PANEUMARD H. PROM SO MY LOAD MOD SERAEO FROM CIO GO 1'D. CADWEW TO STUDY FR TRMSFORMED EXIST. BLDG I VAULT; 120/20N 3 -'-ET-'-� NEM44%JW% CEN GROUND SYSTEM OYON E-NON SUBYETER, I O PROMDE A ZP-20A PHASE SEANCE 0 U' 4 -200A O EMETIC. SH11100YM WALL MOUNTED I _ rV CB, MATCH EAST BUTTON PER NFPA 10 MODEL AND AIC REQUIREMENTS MAIN ELEC ROOM RATNC GROUND LEVEL f 2P-2UA ATS SMTCH. RAC( MOUNTED �EX6E BLDG. - Cl1 �' tl20UN0 C12 COfi TERMINATE NEW VERRON MOM GROUNI NG CONDUCTOR AT EXISTING BUILDING MAIN BOLDING GROUNDING SYSTEM. AT GROUND UEMAMN RED. KOM ELECTRICAL RISER DIAGRAM MY LOAD STM ON EXISTING 8" C'M, INSPECTOR, RED OWNER 208V LOAD CALCULATION TOTAL LOADS MPS M MY LOAD RECORDER PEAK LOAD XI25% PROPOSED vMZON WRELFSS 93 roVL LOAD SHAH BE TFSS THAN 80RA MAN - VERRA SEANCE PROADED: 1C/0, 3/OCU (1)-2- COMMIT SYMBOLS ♦ CADWED TIDE CONNECTION E3 5/8' %10'-0' COPPERCAD GRAD. ROD WATNSP. Guam 0 5/8' XW0 O' CCPPERCAp GRNO. ROD ■ MECHANICAL TYPE CONNECTION -- /2 TINNED SAD BARE U W1RE Y ON 11 VERRON WIRELESS WIMEB$ CABINET CABINET (1)-2' CONDUIT, 1 WITH FIBER COORD W/AT&T REPRESERATNE AND VERZON WIRELESS CPM rot RCOF PROPOSED ROGUING 6 THROUGH STACKED RAMS. PORTION FROM 19 FLOOR THROUGHT CEUNG. COORD W/CPM TOP POOR EXI ONG TELEPHONE BOARD. IN STCRAG:NAN TELCO ROOM (GROUND FLOOR) WORD WITH VFRIZA WREESS CPN ONNER/TELCO REP. COORD NEW FIRM SEANCE WTH DALE HILL OF AT&T 772-460-4510 TELEPHONE RISER DIAGRAM GROUND FLOOR COl COMMIT TAG 1; REFER TO RISER Y-I.3 CONDUIT TAG I; PANEL SCiEUIE ® GENERATOR RECEPTACLE - - - UNDER GROUND ELECTRIC CONDUIT - - - UNDER GROUND TELCO COMMIT ABBREVWTONB ANY ANTENNA EMT ELECTRICAL METALLIC DURING AM MERICAN WILE GAUGE OWG DRAWING ROW RARE COPPER MRE LPS LIGHTNING PROTECTION SYSTEM RWY RACEWAY S.S. PNL STANLESS STEEL PMEL TYP. TYPICAL (TIP. CURRENT UNITING FUSE RGS RIGD GALVANIZED STEEL CPM CONST. PRO. MANAGER YTS MANUAL TRANSFER SMICH AIR AUTOMATIC TRANSFER SATCH (TYPICAL) FCADWOUDD 12 SOUD'.TTINNED. COWER I \\2/0 MARE -1/4' % 5 BUS % \\v Ul- COPPER BAR It NOMINAL RADIUS DIRECTIONAL BEND. COMMI TO 2/0 CABLE GROUND PLATE DETAIL NTS C&W englneering EFL'fRNYiL CONSIILTAMS n Rm tan. P.RA[/. an6 m � asr eWM s�attimH DAO ea-sw REGISIRATpN NUMBf]S c 0 • RTma4i cnomTa 6Vf G al0l BSIRal GE Y91. verizow" 47W EXCHANGE a. SUITE 100 BOCA RATON. R 33131 PROJECT INFORMATION: SANDS ON THE OCEAN SITE No 68870 3100 N ALA FORT PIERCE, FL 34949 ST WCIE COUNTY URRENT ISSUE DATE: JANUARY 2016 SSUED FOR: CONSTRUCTION DRAWINGS EV.:=OATE:====:D PTION: SEAL j� ` C q Nog _ -0; 14 0% SLAT ' O ' 18 2016 LAMS PR B1QL KemAepMorn © 3016 pNLCINCRY AND A$$pCYATES WC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 POPE CA0000696 ROJECT DATA: RAWN BY:=CHK.: APV.: CGW JLR DGW CENSURE: KERN K. LIMA PE n455 ARMLDO A MILES PE 7W49 NARIA V. MARTIN PE 7339E HEEL TITLE ELECTRICAL RISER & DETAILS HEEL NUMBER 1 KHA Job #: 041384029 SEE OVERALL ROOF PLAN BROW FOR PROPOSED ROUTING ALONG ROOF AND DOWN TELCO CABINET EQUIP. GROUND PLATFORM MOUNTED BAR CONDUIT SCHEDULE COND TAG CONO SZE WINE SIZE FROM EQUIP TO EQUIP COMMENT C01 2' 3-3/0,1/6 PNLBD H CB SUB -DETER CO2 2' 3-3/0.1/6 SUB -METER ATS SYATCH CO4 2- 3-3/0,1}6 MTS SNITCH ATS SW CNt ® 2' 3-3/0,1/6 ATS SWITCH PPC PANO-MAW CO6 2- 3-3/0,1/6 TUTS SWITCH GENERATOR BREAKER COT 2• 3_3/0,1/6 MIS SWITCH GENERATOR RECEPTACLE ® 3/4' 1 GAT 50 GENERATOR TELCO CABINET C10 3/4' 416 AM SWITCH TvSS/CB C11 3/4' 2/12 AM SWITCH GENERATOR CONTROL CEN. START/STOP 112 3/4' 3/14 GENERATOR EMERGENCY DILL SWITCH A-30,32 3/4' 3/12 PTO PANEIDEARD GENWi1TOR HEATER CC A-34 3/4' 3I12 PC PANEIBOWD GENERATOR BATTERY MT A-36 3/4- 3#12 PTO PANEIBOV✓0 TELU/RBER GB RECEP PROPOSED WITZON WAR= ESTE BATTERY CSNET STACKED ELECTRICAL ROOMS CABINET WADI P AIFORM PROPOSED VEWZON I PROPOSED VERVON WWELE55 COMA WIRELESS CUM CABINET CABINET INSTALLATION NOTES: I. CONTRACTOR SHALL REFER TO GENSE SHOP DRAWINGS £ AND COORDINATE W/ VEMZON WIRELESS CPN 33 THE INSTAILARW OF ALL ELECTTUCAL CONNECTIONS H 2. CKfil" IOR SOUL PRIME GROUNDING TO PROPOSED I I PROPOSED ROUTING OF COZY HHHH GENERATOR/GENERATOR PLATFORM. REFER TO VERZON I & ANTENNA SECTOR i WWEEESS CM INC STANDARDS I j GROUNDING CONDUCTOR E 3. All CONDUITS SHOWN ME UM:RMIAATMAL.Y DRAWN, j W CONTRACTOR IS RESPWSBLE TO COORDINATE THE ACTUAL. INSTALARON, NWNIMG HARDWARE, ANO ROUTING WITH VEWZON WIRELESS CM. I A-5,7 4. PMMDE PULL BOXES AS REWIRED BY NEC. I I T02 y I I I E ELECTRICAL EQUIPMENT ROOF PLAN (ENLARGED) I a �J NTS, SEE OTHER DRAWNGS FOR COMPLETE ROOF PLAN s !�I � tt� i RRESEAL AL. WALL & FLOOR STAB PENETRATIONS. CP M. 0 O a L;J WITH BUDS OWNER AND VDMZON WIRELESS CPM i S FA I ' I I a b C tl I I \ MPROX LOCATION OF STACKED METER R001(S/R].W ROOM/CAW ROOM ). PROWOE ORD PENETRATIONS. CONATE WITH BUILDING OWNER D & VERQON NRELESS r PRO Is POSED ROUTING — — / GROUND COMICS ALONG ROOF i0 EQUIPMENT j NORM CO2 j +2 GROUND TO EACH PROPOSED E-MON DMON B-METER WALL MOUNTED FORY MOUNTED ANTENNA SECTOR SEE CML PROPOSED PALCOI @ j ROOF PLAN FOR COMPETE 0 G a EIECTR EQUIPMENT SEE ROOF PLAN AND ANTENNA Mg. FPL g TYPICAL AMEN SECTOR ENLARGED RAN ABOVE LOCARONS 120/20N,, 30 GND GROUNDING. SECTOR j TRANSFORMER (ROUNDING BAR AND B NOINC 10 EIOSf. BLOC. HOUSE NETEN VALRT ((ROUND 0y� BAcx sccrW ANTENNA �DW 8 ` TYPICAL MMON MIREE$5 ANTENNA SECTOR COAX Jf�f,�GA E CAMB 0 PROVIDE RILL BOXES FOR VS MD TELEPHONE CWOUTS ASREQUIRED UI t PER NEC ROUTING SHOPROPOSED AN) SHOWN OVORWAATCNLY PROPOSED VELRIZW WRELE55 ODE/LTE CABINET WMZON PROPOSED ROUTING OF COM & ANTENNA SECTOR GROUNDING CONDUCTOR EQUIPMENT LOCATIONS ME PROPOSED AND SHOWN DIAGRAMMATIC, CONTRACTOR SHALL MARE ABNSTNENIS M REQUIRED TO MEET CODE CIFARMCES AND PROWDE AU - MOUNTING HARDWARE AS REQUIRED. CLOUDED AREAS REPRESENT COMMIT ROUTING ALONG CBUNG OF GROUND FLDOR; FIELD INVESTIGATE AND AWE EXISITING UT MES AND STRUCTURES. PRPAOE PULL BOXES M REGURED BY NEC. RRESEAL ALL WALL & SLAB PENEIFMONS PROPOSED ROUTING OF POWER. TELCO. MO GROUNDING CONDOS ALONG COUNT OF GROUND FLOOR (PROVIDE PUL BOXES M REQUIRED BY CODE) mg.. RBER COOED. W/TELCO REPRESENTATIVE AND VEARON WIRBESS CPN t4ai LSdc+� - I ��� I I PROPOS LL( Wf AND PAT( MSC. SODA PANEBOA® H IN MAIN BEC ROOM, USE AVALABIE SPACE TO PROWDE NEW BREAKER. SEE RISER DIAGRAM. E-1 EMSRNG AT&T AND SPRINT METERS AND MAINS 5 & 6 ELECTRICAL EQUIPMENT CONDUIT ROUTING (GROUND FLOOR & ROOF PLAN) ALONG ECTERIOR WALL OF POWER CO. VAULT NTS PROPOSED LTTS SWITCH W/GEN RECEPTACLE; & GENERATOR KILL SW CH STATER ON PIPESTAND, PROVIDE 3163S HARDWARE FOR PIPE STAND. PROPOSED ATS SWITCH ON NPESTMD. PROVIDE 316SS HARDWARE FOR PIPE GROUND ROD. TYP. `PROPOSED WERZON WRSESS GENERATOR. GROUND LENU MO PROPOSED PVD FENCE W/SANG :ES M GATES. MATCH EAST. C&W engineering FlEC1T0Nl CONGUITAHT3 zm wn vuavr. v¢ m MSf PMY i IR SY11 REGISTRATION MUMBQtH 0 • • ouewW cmanu CVE 4 {Yq( F161MML IE Stl1A WAVE GUIDE POST WILL THREADED RO CABLE SUPPOR WAVE GUIDE MOUNTED GROU BAR PLATE. SUSPEND BELOW LOWEST ROW OF ANTENNA CABLES. LOCATE WITHIN 2'-1 OF CLOSEST ICE BRIDGING F TO ANTENNA CABLE COVER ASSEMBLY. ENOMEIAIIC WELD FRDSRED GRADE WAVE GUIDE POST BONDING � CONDUCTOR M EAUNIMR �I PAD own RING DRILL WWE CNDE GRATNG IF REOUIRED� TO ALLOY! INSTAUARON OF 99NMS STEEL THREADED ROD .WAVESTAINLESS STEEL THREADED ROD WIOECWM'G� (hflCAL EACH END OF MOUND BAR PLAT ANIENW CABLE GROUNDw CABLE WAVE GUIDE MOUNTED COPPER — GROUND GROUND BAR PLATE NUT AND LOCK WASH CONBINARON DYPICAL NOTE SEE SNEET C-J MR CONSTRUCTION SPECIFICATIONS FOR WAVEGUIDE SUPPORT WAVE GUIDE MOUNTED GROUND BAR PLATE INSTALLATION NIS PRO\ STEE WAS[ TYPI( EXTE CONI NOTES O GALVANIZED STEEL GROUND BAR. O TWO HOLE CONNECTORS WITH #2 AWG SOLID BARE TINNED COPPER. O PROVIDE $2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR. EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR. EXTERIOR HATCHPLATE GROUNDING DETAIL NTS d. • 'ft - •E. NOTE ALL BONDING TO ANTENNA SECTOR INSTALL ONNER FURNEMED 1 I: GROUND BARS IS YEWANICAL '+ VERIZON WIRELESS ` 1 - N PANEIBOMD A PROPOSED PROPOSED PROPOSED PROPOSED FUTURE I! W/MoONAR SURGE BATTERY COW RADIO CIIW RADIO ODE/LTE WE/LM PROIECRON EASE CAOWET CABINET CABINET CABINET CABINET ISREAR 7 / CABINET MOUNDS FOR W CABALS € TYNCAL B I I aW coAx cRWNo MCAL d /2 WE ANTEND W TO AC WINE TUNRENW b SWRC •vv. .... .. .... .. .... . 24' (5) I(EEPIENNA s LABEL EACH 10 MIN. mm G MIN. FROM ANIFION.4 GAMES. 'g SER (SEE RISER) W NOT BOND TO ANY EXIST R.M. 3 AIL PNIENNA CABINETS ARE MO A 1, a IPA'ED SCID COPPER W E 5 OTEND TO MOUND RING RaaF MOUND srsTEas «OIHERYIC WELD (TOP.) UL WFORNAREN lEO1N0.0CY EOJIPYEDT. TO C4BIk..�ECT ACfE40RY 18A. 2/0 TINNED STRANDED COPPER CA&E (SEPARATE RUN FROM WIIDING'S @ CONMACIOR SMALL CUINW ALL LAWN E%LSRNC ROOF OR UPPER FLOOR GROUNDS) yENQON WIREyISS GROUNDING SHALL BE w5TAl1ID AS A SEpppAh GROUNDING SYSTEM (NOT ATTUNED TO ROOF GROUNDS ALNp UAYCIR WM `ERIZON'S PROECT YANA(£lN PRIOR TO WSTAUJ X BOtID i0 WILDING «ISDNG GROUNDING OR SI OR LIGHTNING PROTECTOR SYSTEM). NO BONDING TO EXIST. CINOUNOWG EELECTRODEAT 0 LEVEL. ROOF GROUNDS SIVLL BE ALLOWED BETWEEN NEW VERMON b /20J TNNED SCIIO GROUND CONDUCTOR WIREIFSS GROUNDS AND ANY EXISTING WILDING GROUNDING OR Pd MEND TO SUPPORT «/NE/$IRUCNRE AND CABAELB UGHTNWG PROTECNON StSTEA AT ROOF OR UPPER FLOORS. C EQUIPMENT GROUNDING DETAIL NTS : : y€ gS sa ROOF PLAN FOR LOCI W ANTENNA T-1 III � ANTENNA OI wWAALLLnNG '°IMHERFEIc WELD (Tm.) SECTOR (ROUND NOTE COCOORMNNIAE E N®mO.EC MANAGER, IN-UNE CRNPWC ANTENNA GROUNDING DETAIL WAIL MOUNTED NIS PROPOSED ROUTING OF CONDUITSit ry i 1HRWGH 19 FLOOR CEUNG. PROPOSED DNON ` t i SEE E-2 i E-NON WALL MOUNTED ; I «IBT. BOOR PNU3D LH MAIN DISC. CM I GND Mg. PNLBD H, PROVIDE NEW BREAKER AND M Dag. RREPUNP MY LOAD SMOY MN BOND TO EAST. _�DOST. BRFN(ER GROUND DOSI. 1600% NORM EXIST. PNLW Lt TOWER YERAOONS WRl EJOST. PNUW E1 E%AST. An /1 NOTE EASE. WNNS 5 AND 6 LOCATED OUT9TE, } ElEC. ROOM. ALONG WEST EXIEPoORWALL OF VeULT, _ SEE E-2 E%IST. ISOM SOUTH WSL,NTS /1 r TOWER MEIFROONS s . NALY SOUM ELEV MN 1 «LST. YAM NORM EIEV NNN� «1ST. DL ATCR = ENST. A1S /J � ENST: AEi�/2 MAIN ELEC. ROOM (GROUND FLOOR) ELEC PLAN SCALE 1/2": I'—O" MW engineering ELECTRICAL. COFSULTI u nn va. vuxvA vR m 15l PMl14ML R 3M11 n H61) Mi-10 REOISTMTMNN NUMBERS c A • PKdF£IN' cnooMa Nvc c wwt R819'/1 vR $➢M