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Home My WebLink AboutPLANSveri zonv VERIZON WIRELESS SITE NAME / NUMBER MIRAMAR I / 68824 SITE ADDRESS 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY i i 4�4v a FILE IS al ti F.I r Ndian a! TO c1=e a E-R 2 ti J _�A,{L yS .S. m4 rA 9n Pmk �1 �y1 , a t slma¢ Y N R T LAN ♦ 4. STUN (�y�TT�3�y� a i � "•1�yi VICINITY MAP SHEETINDEX I PROJECT DATA Qo 1 16 d ( e n `! ! - DESCRIPTION REV. APPLICANTILESSEE PROPERTY INFORMATION NAME YEWZON WRELESS MIRAMAR I PROJECT MANAGER: MARK BAESCH 9950 SOUW OCEAN DRIVE PHONE (561) 985-5T23 JENSEN BEACH, FL 34957 CIVIL ENGINEER: PROPERTY OWNER KIMIEY-HORN AND ASSOCIATES, INC. MIRAMAR PDA INC 1920 WEIOVA WAY. SUITE 200 9950 SOUTH OCEAN DRIVE HEST PALM BEACH, FL W411 JENSEN BEACH, R 34957 ALBERTO RI05 CONTACT. KEN CUMMINGS (772) 229-3673 (561) 8/ 0665 STRUCTURAL ENGINEER: TELCO COMPANY ATT am ENGILLC NEERS, 4915 NW 4 m STREET GAINESNLLE, FL 32608 (352) 505-8890 ELECTRICAL ENGINEER: POWER COMPANY C6:W ENGINEERING FPL (1-800-375-4375) COVER SHEET CONSTRUCTION NOTES ROOF PLAN ELEVATION! CABLE SUPPORT AND CONDUIT DETAILS ANTENNA SPECIFICATIONS AND DETAILS ANTENNA MOUNTING DETAILS LP TANK GAS GENERAL NOTES LP TANK GAS GENERAL INSTALLATION STRUCTURAL NOTES FRAMING PLAN 6: SECTIONS DETAILS LOCATION MAP DETAILS ST. LUCIE COUNTY PLAN REVIEW A ELECTRICAL RISER AND DETAILS ELECTRICAL ROOF PLAN ELECTRICAL GROUNDING DETAILS DALE WALKER 2WEST PALM 2-SM FL NNE Ge PH: 581-642—SJ33 / /�/_ _. / 77 -S 143� et �o - FOR: FOR: DATE: ORAWiNCS NOVEDATE: BER 2015 PERMITTING SITE DATA BLDG� ` .NRISDICRON: ST. WOE COUNTY LATITUDE 27- 17' 0M268-N (MAD 83) /L DATE: OFFICE FROM VON R IDA TURNPIKE NORTH S RTINIDA TURNPIKE TO EIDT 133 PARCEL ID: 4502-703-00%-000-0 LONGITUDE 80' 12' 36.304-W (NAD 83) S MARTIN DOMS BLVD, HEAD EAST ARTROAD GROUND ELEVATION: 8.0' (NAVD 88) MILES TURNS INTO MONTEREY BLVD,THEAD HANDICAP FACILITY 15 UNMANNED AND NOT FOR EKIS INC ROOFTOP HEIGHT: 168.5' AGL ELEC NORTHEAST ANOTHER 3 MILES TO AIA (S. OCEAN REQUIREMENTS HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. HIGHEST APPURTENANCE 1925't AGIL /L DATE ' DRIVE) HEAD NORTH 6.3 MILES TO TRAFFIC CIRCLE, HEAD NORTH 2 MILES TO BUILDING ON DESIGN DATA PLU B: RIGHT HAND SIDE V VZON WIRELESS IS PROPOSING TO INSTALL A.NEW OUTDOOR EQUIPMENT AND PROPANE - DATE: GENERATOR ON STEEL PLATFORM WI1H AN ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN DRIVING DIRECTIONS UNDERGROUND PROPANE TANK AND ACCORDANCE WTH TIRE CURRENT EDITIONS OF THE FOLLOWNG CODES AS ADOPTED BY WE LOCAL GOY ING AUTHORITIES NOTHING IN MECH: ANTENNAS ON A ROOF TOP. THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE LODES. DATE: PROJECT SUMMARY 1' BATIOV (2TH4) FI1�A BJCCMG OX 6 AMEmw mmlE OF STEM 2 2011 NAIWUJ. FIECDdC CV]E (AEC) ca,suuC90R S'EOFlGiNNS (AtaD) TEIH L9GL AMET619fN5 7. UHNPIEMIDB LIBORATOMS NL) 3 AND/RA/ETA APRICAHE S MON9S MHROWD EIEGIMUL PRIDULTS A. 16E SATIETY = *PA-IM-892 B IDGL BO G IXOE S SRI FMIIOR FLORIDA RFE PIffTElTOON AIDE 9. OD/W DIWL m �Tf:iit - PEAR -- verizon✓ M YAMATO ROAD, SLUE 600 BOG RATON. FL 0 l AR I E o 68824 995U SOUTH OCEAN DRIVE JENSTN BEACH, FL 34957 ST. U)CIE COUNTY :CURRENT ISSUE DATE- 2 NOVEMBER 2015 I CONSTRUCTION DRAWINGS I RIA ENs� p2 2397 ACC_ E OF s -�fo7A5 ... *m-ky*Horn KIMIEY—X N µD ASSOUATE LNG 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 ISPE CAOMM96 BY St. Lucie Countv I RHO I ARS ' I MUM I MNtN K NMAW PE 71455 ARROLOO A ART6E5 PE 706¢5 MARA V. MARTIN! PE 723T COVER SHEET T-1 . :KHA Job A: 044047832 verizonv STANDARD PROVISIONS » YAYA 0 ROAD, CUQU BOB 6 BOCA RATION, FL 3 l IN)EN (S61) 985-5500 A THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS CLEAN UP: PFAM TS AND LICENSES REINSTATEMENT ACCOMPANYINGTHEIR DFURNISH THE TO BE PERFORMED AND R A THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE A ANY PAVEMENT, FOOTPATH, CURB, CUTTERS, WALLS, FLOORS, ROJECT INFORMATION: ME ATE R M THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF a TIRE CONMUNICATONS SITE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED A CONTRACTOR SHALL FIELD VERIFY ALL COSTING UTIUTIES SERMCES. AND EDSTNG FEATURES OR OTHER PROPERTES, MIRAMAR I q BY TEOR EMPLOYEES AT WORK, AND AT E COMPLETION OF TH THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING,' INCLUDING ALL TOOLS, SCAFFOLDING AND BOTH HORIZONTALLY AND VERTCALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED DISTURBED OR DESTROYED DURING CONSTRUCTION SHABE RDNSTATED TO A CONDITION AT IFAST EQUAL TO THAT SITE No 68824 3 B. THE DRAWINGS AND 9 ECFlCpTONS ARE INTENDED TO BE EIGSTNG BUCK COMMENCEMENT OF OPERATIONS. x FULLY EXPLANATORY AND COMPLIMENTARY. HOWEVER, SHOULD SURPLUS MATERIALS. AND SHALL LEAVE THE WORK CLEAN AND TO THE ARWITECT/ENGWEER FOR RESCUUTON AND ANYWING BE MOM, INDICATED OR SPECIFIED ON ONE. AND READY FOR USE INSTRUCTION AND NO FURTHER WORK SMALL BE PERFORMED 9950 SOUTH OCEAN DRIVE NOT THE OTHER. IT SHALL BE THE SAME AS IF SHOWN, B. EXTEDIOR: MSUALLY INSPECT EXTERIOR SURFACES AND UNTIL DISCREPANCY IS CHECKED AND CORRECTED IN THE FAILURE TO SECURE SUCH INSTRUCTION JEN$EN BEACH, R 34957 INDICATED OR SPEARED ON BOTH. REMOVE ALL TRACES OF SOLI, WASTE MATERIALS, SMUDGES AND MEANS ONWAINEER. MEANS CONIRACTUR WILL HAVE WORKED AT HIS OWN RISK AND ST. LUCRE COUNTY OTHER FOREIN MATTER. EXPENSE AS DRAWINGS URRENT ISSUE DATE: G THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER k 1. REMOVE ALL TRACES OF 9'IAWHEO MATERIALS FROM ADJACENT SURFACES B. THE A MEANS OF CORM SHALL BE EQUIPPED -BUNTS A THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS -BUILT MECUTON AND COMPLETION OF THE WORK AS INDICATED IN it THE DOCUMENTS. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE CONSTANT COMMUNICATIONS SUCH AS A PHONE OR CONSTANT A A CELLULAR A PAGER. DRAWINGS IN THE FORM OF MARKED UP CONSTRUCTION PLANS THAT SHALL A STANDARD ACCEPTABLE TO THE WIRELESS CPM. 2 NOVEMBER 2015 ALL TRACES OF SOIL WASTE MATERIALS. SMUDGES AND OTTER R IN R12ON WUON DRAWINGS WHFRO BE TO TEE VEAZON WIRELESS CPM D. THE PURPOSE OF THE SPECIFICATIONSDE IS TO SUPPLEMENT THE FOREIGN NATTER. PRACTICAL MIHIN TWO WEEKS FROM PRACTICAL COMPLETION AND PWC2 INTENT R THE DRAWINGS AND TO DESIGNATE A PROLEDURE 1. REMOVE ALL MACES OF SPLA9fED MATERIAL fRON C. THE NOTGONWACTOR IS RE9'ONTION F ALL SAFETY INCLUDINGNELAN BUT NOT LIMHEI TO PROTECTION OF ALL SITE PERSONNEL AND TO APPROVAL OF THE CONTRACTOR'S FINAL INVOICE SSUED FOR: TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE TIE WORIc ADJACENT SURFACES. SPOTS, STAINS ANO DPHT 2 RFTROM THE GENERA. PUBLIC DURING THE ENTIRE WlE ENSIRUCTON PERIOD. HETAKE ALL REAKNABLE STO CONSTRUCTION DRAWINGS ° E MINOR DEVIATIONS FROM THE DESIGN LAYOUT ME ANTICIPATED FINISHED SURFACES, MAINTAIN BMRICAOES, IMIPS. SIGNS, ANDME ' AND SHALL BE RED AS PACT OF THE WORK UKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI EV.:�ATE:�ESCRIPTION- ALTERCONSI A CHANGER THAT ALTER THE CHARACTER OR INTENT OF THE DESIGN ME DER, IN OCCUPATIONAL WIDEUNES CULL BE MADE OR PERMITTED WITHOUT A CHANGE ORDER. PRACTICAL COMPLETION aTGE DOCUMENTS AM COORDINATION' DRAINAGE D. THE APPLICANT SHALL SECURE ANY ENMRONMENTALPROME A DOWNEN BY CELLULAR CARRIER BEFORE COMPLETION CAN BE A GENERAL CARPENTRY, ELECTRICAL. AL AND DRAWINGS ARE A. EN PERMITS REQUIRED DUE TO THE PROPOSED IMPROVENENIS. INCLUDE. ISSUED INCLUDE INTERRELATED WORK, OF ME WALK, EACH REFER 1. ALL QUALITY ASSURANCE ONECKUSIS AS WTJNED IN UST T A ENRRACIOR MUST REFER TO ALL DRAWINGS. ALL THE SECTIONS _ CONFLICTSEGO COORDINATION 1D BE THE RESPON9WUTY OF TIE CEDERAL CONIRACICL COORDINATION WITH PUBLIC AUTHORITIES WARRANTIES 2 WARMNTES AND MAINTENANCE MPNUALS, IF APPLICABLL 3 A THE ENIRACTOR AND EACH CUBENIHACTOR SHALL BE CWR A TEE CONTRACTOR SH�WORK COCROINREE WITH RELEVANT ] GROUND SYSTEM RESISTANCE TEST SEAL: FOR RD RI NG M OF ALL MEASUREMENTS IN 3 ME PERFORMING THE SITE BEFORE RA ANY MATERIALS AUTHORITIES THE THAT ARE TO BE CARRIED WT. HE k . CH EXTRA CHARGE OR COMPENSATION WAALL BE Y ANY WED NO T TI - IS OP WHALE CONDUCT HIS OPERATIONS AN AS l0 NOT INTERFERE WITH THE OPERATIONS PUBLIC AND/OR UTILITY 4. CEDTIFlCAIE OF OCCUPANCY D O AND 3 ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL WHOP ORaWNcs' TA ME SI AUTHORITIES WHILE INSTAUJNG SRMCES ON THE WlE DRAWINGS. A S DIMENSIONS INDICATED DI THE CONSTRUCTION DRAWINGS ANY WHICH MAY INADVERTENTLY R SUCH DISCROFANCYS IN SUBMITTED ' OCCUR SHALL BE SUBMITTED TO THE VIIUZON CURELESS CPM A CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REWIRED AND THE CONTACTOR WILL BE RESPONSIBLE FOR THE PROTECTION 5 a� FOR CON9OEAATON BEFORE ME ENTRACTON CONTRACTOR TO MEaV ZONNWIREESS CPM, MR PPROVAL. OF THIS FACILITIES AND STRUCTURES DURING CONSTRUCTION INSURANCE AND BONGS: g PROCEEDS WITH THE WORK IN THE AFFECTED AREA. A EACH NFORCTOR SHAUL CARRYEXPENSE µp ""•••.. F B. THE CONTRACTOR WHEN AWARDED THE CONTRACT, INLL NOT BE B. ALL SHOP DRAWINGS TO BE REMEYrED. CHECKED AND CORRECTED BY �� MNNTAINTHE OURATONTOFSTiE PROTECT ALL •... ENS/•C" ;9 ' • •:� B ALLOWED ANY COMNTRACTOR BY REASON MY MATTER GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE YERIZON WIRELESS CPM. INSURANCE AS REQUIRED AND USIED AND SHALL NOT �\ ` S tl OR WING WHICH SUCH CONTRACTOR MIGHT NOT HAVE FULLY SUM A INWECTONS COMMERCE WITH HIS WORK UNTIL HE HAS PRESENTED A \ CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO I INFORMED HIMSELF PRIOR TO BIDDING. SHALL NOTIFY TIE CPN A THE CONT24 AL CON1RAClu- WHO SHALL, IN TURN, THE FORWARD roRWARO A COPY OF ALL CERI1FlCAlES TO TIE VEPoZON WIREFS5�8PM.�'. Q. 72397 7� B C. NO PLEA OF IGNORANCE OF CONDITIONS THAT ENST. ON OF HOURS AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS. } 111 DIFFICULTIES TWAT MAY BE ENCOUNTERED OR OF ANY OTHER �_ PRODUCTS AND eI 1. INSPECTION OF GROUNDING SYSTEM .A RELEVANT MATTER CONCERNING TIE WORK TO BE PERFORMED i W U- BE ACCEPTED AS A REASON FOR ANY FNLURE OR —y}' 0. SUBMIT 3 COPIES OF EACH REQUEST FAH WBSIINTON. IN INSPECTIONS THAT WU- BE REQUIRED BY THE V IZON WIRELESS CPM p R ARE W OMISSION ON PORT OF THE CONTRACTOR TO FULFILL TIE EACH REQUEST T THE PRODUCT FABRICATION OR OR OTHER DEEMATED CARRIER REPRESENTATYE ARE � REQUIREMENTS OF THE CONDUCT DOCUMENTS INSTALLATION METHOD TO BE REPLACED BY TIE TON. PRACTICAL COMPLETION //lI� L/.zs , �I• •"• I � Horn M M AND AWNG (NCLUDE RELATED SPECIFICATION NUMBERS, AND COMPLETE DOCUMENTATON SHOWING COMPLIANCE WITH TIE REQUIREMENTS FOR TIRE CONTRACTOR STALL AUTHORITY SOLELY RESECTI ONSME FOR ENSURING W THAT Pit RELEVANT ARE CARRIED WT % Hs ;iLOBA4EL MECOINSPECTIONS A TIMELY MANNER. TIE CONTRACTOR STALL PROMDE y B. SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT DATA AND CUT SHEET NECESSARY P D TALON ALL INS � A DO NOT USE TEE MISTINGNIH BUILDING SPACE FOR OF WHICH PROPERLY INDICATE AND DESCRIBE TEE DEEMS PRODUCTS AND MATERIALS IS RESPONSIBLE FOR COORDINATING WITH THE THE LOI IBLE FO WE CCN I N N+0 C. \ i TOWSANO/ OR MATERIALS ESS CE THE VERIZON W1RNS5 CPM SONG INSTALLED. WE CONTRACTOR SHALL IF DEEMED NECESSARY BY WE WIRELESS DESIGNATED ENGINEERING EF STAIN WIRELESS CORM II 1920 VA WAY O ER10UT 3 AND/OR BUILDING OWNER APPROVAL ACT WT SHEEETS. GPM, SUBMIT ACTUAL SAMPLES TO CPM FOR APPROVAL IN UN ALLR%ERIZON ICPM'SNSPECTIONS ALL REWIRED INSPECTIONS AND TESTING. RODE CONTRACTOR COM OR _ H, FLORIDAWAY WEST PALM BEACH, FL33411 OF SHALL PROMOS DOCUMENTATION OF ALL INSPECTIONS. (561) 845-0665 E B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FSPE CADCE696 5 LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT TEE RRJECT DATA: e FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL SR1flACE B MMUSE MEET ALL RECOMMENDATIONS OF E MANUFANUPACTURER TH - 3 COMPLIANCE NOISE PROTECTION g A ALL MATERIALS DESIGN, AND WORKMANSHIP SHALL BE IN A NOISE A. THE CONTRACTOR SHALL ENSURE THAT STATE PR01F� W ACCORDANCE WITH ALL APPLICABLE CODES SOME OF WHICH ARE LISTED BELOW).ORDINANCES. AND AUTHORITIES HAMNG JURISDICTION OVER TEE CAL LOCAL REPRODUCES ARE COMPLIED W1T1 IN REGARD TO NOISE BY HIS HIS SUB —CONTRACTOR'S NOISE LEVELS K A PROTECT FINISHED SURFACES, INCLUDING JAMEIS AND HEADS OF WORK UPON IE COMPLETION OF TIE WORK TEE CONTRACTOR SHALL PROMDE TIE VFRIZON WIRELESS CPM WITH A CERTIFICATE OF OCCUPANCY OF REWIRED) TR EQUIPMENT OR METHODS OF CONSTRUCTION. METHODS OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EWIPNENT AND OTHER LEGAL DOCUMENTS TO VERIFY SIGH COMPLIANCE WHERE NO CODES DUST CONTROL• THE CONTRACTOR SHALL TAKE ALL NECESSARY - W AND MATERIALS WILL PASS EMST, TIE WORK SHALL CONFORM WITH THE 5W EDITION (2014) FLORIDA STEPS TO UNIT THE CREATION OF ANY DUST NUISANCE MAT ' B. PROMDE PROTECTION MR EQUIPMENT REM SURFACES PRIOR TO BUILDING CODE ON WE SPECIFICATIONS HEREIN, WiHICHEVIIt IS MORE STRINGENT MIGHT ARISE DURING CONSTHUCTON TO THE SATSFACTON OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE VERIZON RAWN BY:=CHK.:—APV. S ALLOMNG EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. WIRELESS CPM MAY DIRECT TWAT WORK CEASE UNTIL SUCH TIME SURFACES. AS MY NUISANCE RHO ARS MVM s C MAINTAIN FINISHED SURFACES LEAN, UNMARRED AND CONTROII SO TOOME SATISFACTION OFDUST THE VEAIZON WIRELESS CPM, SUITABLY PRUNTIL JOB W1E IS ACCEPTED BY THE LOCAL AUTHORITIES AND BUILDING OWNERS CENSURE;:- ly VEHIZON NIRE IM CLE55 CPM' IT IS THE CONTRACTOR'S RESPONSBIUTY TO VERIFY -COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY TIE VERIZON KEMNy X. PE 71455 - WIRELESS CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK GAS CONDUIT GENERAL NOTES - A. ART PE TN45 ARNO A R y REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS A THIS INSTALLATION SHALL COMPLY WITH TEO FUEL GAS GEE. NASA V. YMTN PE 7%397 MAA V. MARTIN REPAIRS MIO REPLaCEMENIs: sPECFICATION SHALL BE DEEMED TO MEAN THE EDITON ,. " CURRENT AT TEE TIME OF AWARD OF THE CONTRACT. B. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTHS. RWTNG A IN EVENT OF DAMAGE. TIE CONTRACTOR SHALL PROMPTLY MAKE ME CONTRACTOR SHALL COMPLY TWTH ALL ZONING AND SITE .AND PLAN DIMENSIONS AND SHALL IMMEDIATELY NOTIFY CONSTRUCTION ALL AND AND AT NO EST ACQUISIMON AS ME JOB MANAGER AND ENGINEER OF ANY DISCREPANCIES. HEFT TITLE IZZON WIRELESS CPAIRS TO MEPI-ACEMEN7S M AND/OR BUILDINCDIOWNER. SPECFlCATONE OR AS DIRCIAL ECCTED BY MEATIONS MAID NNWIRE WIRELESS CPM. 5 C. FOR OTHER THAN BLACK STEEL, EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL NARKED 'GAS" IN BLACK LETTERS. THE MARKING ANS/IIA/EA - 222 - G 9HRL BE SPACED AT INTERVALS NOT EXCEEDING 5 FEES TEE MARKING TEMPORARY FAaUTES: 5TU EDITON (2014) FLORIDA BUNTING CODE SHALL NOT BE REQUIRED ON PIPE LOCATED IN WE SAME ROOM AS THE CONSTRUCTION NOTES ` BUILDING OFFICIALS RR ALS h CODE ADMINISAINS (BOCA) 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS - EQUIPMENT SERK . 6 A TELEPHONE UNDERWRITERS LABORATORIES APPROVED ELECTRICAL PRODUCTS D. PIPING SHALL BE MARKED WITH AN APPROVED PERMANENT IDENTFICATON EACH CONTRACTION TO PROMDE HIS OWN TELEPHONEAMERICAN INSTITUTE OF STEEL CONSTRUCTON SPECFICATONS (AISC) BY THE INSTAUiN SO TWAT THE PIPING SYSTEM SUPPLED BY EACH METER HEEL NUMBER i ACCESS IF RECURRED. LIFE SAFETY CODE NFPA - 101-2012 IS HEADILY IDENTIMABUL c ® FEDERAL AMATON REGULATIONS 51H EDITION FLORIDA FIRE PROTECTION CODE § B IF PERMANENTElED, ALLCONTRACTORS ERVCE CONNECTION CRONONT ME ONLY, PROMDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE Gml S FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING NON -WORKING HOURS. KHA Job $: g'a B 044047 bL b a N h� ai SCOPE OF WORK: FURNISH ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND MACHINERY " NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MATERIALS OR WORK DESCRIBED IN WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE HELD TO REFER TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SPECIFIED. i CODES: ALL WORK PERFORMED AND MATERIALS USED STALL MEET ALL REQUIREMENTS OF ME LATEST ADOPTED EDITION OF THE BUILDING WOE. STATE CODES, AND LOCAL CODES, ORDINANCES, AND REGULATIONS HAVING JURISDIC110N. TIRE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND ALL REQUIRED OTHER R PERMITS AND FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK TINE EXISTING BUILDING INFORMATION SHOWN IS DIAGRAMMATIC AND BASED UPON THE BEST etl INFORMATOWAVARABLE AT THIS TIME, HOWEVER, MAY NOT REFLECT ALL FIELD CONDITIONS. THE CONTRACTOR SHALL MST THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMISSIONS OR CONFLICT IN THE WORKING DRAWINGS OR BETWEEN X THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF TINE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF TINE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. Y VERIFY ALL N AND SIZE IN THE FIELD PRIOR LU BEGINNING WORK. THE CONTRACTOR STALL VERIFY THE LOCATION AND SIZE IMMEDIATELY ALL EXISTING COLUMNS WHICH ARE DIRECTLY BELOW THE NEW WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TINE ARCHITECT &ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING FIELD CONDITIONS CUTTING & PATCHING WHERE EXISTING ELEMENTS OF THE BUILDING ARE REQUIRED TO BE WTI FIT, g ALTERED OR REMOVED IN THE PROPER EXECUTION OF MIS WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OTHER PORTIONS OF THE EXISTING BUILDING INCLUDING BUT NOT UMITED TO TIRE SHORING BRACING MO SUPPORT REQUIRED TO MAINTAIN S STRUCTURAL INTEGRITY OF THE EXISTING WILDING UPON COMPLETION OF THE WORK, ALL EXISTING MATERIALS, SYSTEMS AND ASSEASUES SHALL BE REPLACED, REPAIRED, OR REFIT TO MATCH OR E EXCEED THE FlT, FINISH AND PERFORMANCE OF PREVIOUS CONDITDNS. DO NOT PROCEED WITH 'y WORK UNTIL UNSATISFACTORY CONDITIONS WHICH AFFECT SAFETY, STRUCTURAL INTEGRITY OR 9 WATERTIGHTNESS OF BUILDING ARE CORRECTED. SEE RELATED SECTIONS 'PENETRATIONS THRU FIRE RATED ASSEMBLIES' AND 'ROOFING' - STORAGE & INSTALLATION: ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN a ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWSE NOTED. a PROTECTONS: PROTECT MH TEMPORARY BARRICADES. OOVERINGS. OR OTHER PROTECTIONS TO PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTYY, TIRE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY €i DAMAGE CAUSED BY HIS OPERATIONS. 44� ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANUKE MANNER SO THAT CURRENT BUILDING OPERATIONS ARE NOT INTERRUPTED. ANY REQUIRED SHUT —DOWN OF BUILDING SERVICES SHALL BE COORDINATED WITH THE OWNER AT LEAST 72 HOURS PRIOR TO SUCH OCCURRENCE. PENETRATIONS THRU FIRE RATED ASSEMBLIES- 6 tl ALL PENETRATIONS THRASH PART OF FLOORS, WALLS AND RODE SLABS FOR ELECTRICAL APPROVED CONDUITS, 3 PIPES, ETC. REWIRED AS PART OF THIS WORK SHALL BE PATCHED WIA U.L "PROVED FIRE STOPPING ONCAULKINGES AS MANUFACTURED BY 3M OR APPROVED ALTERNATE. SEE TYPICAL PENETRATION Fl INCLUDING DETAILS SHOWN IN PLANS THE CONTRACTOR SHALL SUBMIT IDENTIFIED PRODUCT DATA INCLUDING MATERIAL SPECIFICATIONS MO U.L CLASSIFIED FIRE TEST DATA FOR ANY DEVIATIONS FROM THE STANDARD DETAILS SHOWN IN THESE PLANS EALL WORK RELATED TO CUTTING AND PATCHING OF EXISTING ROOFING WHICH ME REWIRED FDA THE PROPER PERFORMANCE OF TIRE WORK SHALL BE PERFORMED BY A UCENSED ROOFING CONTRACTOR APPROVED AS A *CERTIFIED APPLICATOR' BY TIRE ISSUER OF 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 FAMIUM WITH AND FOLLOW ALL PROMSONS OF THE EXISTING ROOF WARRANTY(S) TO INSURE THAT ANY AND ALL WARRANTIES REMAIN IN EFFECT FOR THEIR MILL WRITTEN DURATION. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE ROOFING WARRANTY ISSUER HAS BEEN PROPERLY NOTIFIED OF THE PROPOSED WORK AND ALL PRE —CONSTRUCTION OR FOLLOW—UP INSPECTIONS REQUIRED BY THE WARRANTY ISSUER HAVE BEEN MADE ^A TIE CONTRACTOR SHALL ME R AOEGUA O WEATHER PROTECTION DURING R COMMONS MD 3 CUTTING OR PATCHING OF TIRE RODE 00 NOT PERFORM MY ROOFING UNDER CONDITIONS OF i INCLEMENT WEATHER. 00 NOT "PLY ROOFING MEMBRANE TO DAMP DECK SURFACES DO NOT EXPOSE MATERIALS WUNERABLE TO WATER OR SUN DAMAGE IN QUANTITIES GREATER THAN CAN BE P WEATHERPROOFED NE SAME DAY. P PATCHING OF EXISTING ROOFING SHALL EXTEND 36' BEYOND AREA AFFECTED BY THE NEW WORK TO INSURE ADEQUATE WATERTIGHT INTERFACE W/ EXISTING ROOFING REPLACE EXISTING INSULATION WITH NEW INSULATION TO MATCH EXISTING IN TYPE THICKNESS AND SLOPE ALL NEW MATERIALS SHALL BE COMPATABLE WN EXISTING ROOFING AND SHALL BE OF SIMILAR ROOF SYSTEM TYPE THE CONTRACTOR SHALL COORDINATE W/ THE OWNER FOR INSTALLATION OF EQUIPMENT BY OTHERS. WORK SHOWN IN THESE PLANS SHALL NOT COMMENCE UNTIL COMPLETE EQUIPMENT SPECIFICATIONS, INCLUDING BUT NOT UMITED TO, DIMENSONS, WEIGHTS, MOUNTING DETAILS, SERVICE CONNECTIONS, CLEARANCES, ETC. ME SUBMITTED TO AND APPROVED BY TINE ARCHITECT & ENGINEER R EXTERIOR PAINTING PAINTING SHALL INCLUDE ALL ANTENNAS. SUPPORTS, CABLES, FITTINGS. ETC. WHICH EXTEND ABOVE THE LINE OF EXISTING PARAPETS. PAINT ALL MSBLE SURFACES OF ITEMS REQUIRED TO BE 3 PAINTED. ALL PRODUCTS SHALL BE MANUFACNRED BY'SHERWIN WUJMS' OR APPROVED U ALTERNATE PAINTING SHALL INCLUDE ALL ANTENNAS, SUPPORTS, CABLES, FITTINGS, ETC. WHICH EXTEND ABOVE THE UNE OF EXISTING PARAPETS. PAINT ATE MSIBLE SURFACES OF ITEMS REQUIRED TO BE PAINTED. ALL PRODUCTS SHALL BE MANUFACTURED BY 'SHOWN WUJAMS' OR APPROVED ALTERNATE S GALVANIZED METAL• 1 COAT OIL ALKYD PRIMER FOR GALVANIZED METAL 'SW GALVITE B5OW3' 2 COATS GLOSS ALKYD INDUSTRIAL ENAMEL "SW INDUSTRIAL ENAMEL B54WIO1' FIBERGLASS ANTENNAS: 2 COATS 'SW DIM EXTERIOR LATEX ENAMEL' PAINT MUST BE LEAD FREE EXISTING POST TENSIONED SI ADC: PRIOR TO DRIWNG, SAWING, OR CUTTING THE CONTRACTOR SHALL VERIFY THE EXISTENCE MD 4 LOCATION OF MY SAG POST TENSIONING DUCTS AND TENDONS THE CONTRACTOR SHALL PROVIDE AS PART OF HIS WORK, ALL FIELD TESTING AND INVESTIGATION REQUIRED FDA PROPERLY LOCATING EXISTING POST MNSONING DUCTS & TENDONS. ALL TESTING AND INVESTGATON SHALL BE PERFORMED BY M APPROVED & LICENSED INDEPENDENT TESTING LABORATORY. THE LOCATION OF ALL CORE DRIWNG, ANCHORING, SHALL BE SHIFTED M REQUIRED TO AVOID EXISTING POST E TENSION DUCTS. r IL I II LESSEE PROPOSED EQUIPMENT STEEL PLATFORM COLUMN (SEE STRUCTURAL PLANS) LESSEE PROPOSED VERIZON EQUIPMENT CABINETS AND 35KW OUTDOOR PROPANE GENERATOR ON 1&5'46.5' STEEL PLATFORM WITHIN 18' X 30' LEASE AREA (TOTAL OF RA 5a FT)� SEE STRUCTURAL PLANS it I EXISTING ELECTRICAL ROOM BELOW LEASE ROC 0 o T T L -1— PROPOSED CONDUITS DOWN TO ELECTRICAL ROOM (SEE ELECTRICAL PLANS) LESSEE PROPOSED ELECTRICAL UI FIBER ROUTE N PROPOSED EQUIPMENT PLATFBRM. SECURED TO PENTHOUSE (SEE ELECTRICAL PLANS) EXISTING PUMP ROOM I — MASHHC I . LESSEE PROPOSED LP ROUTE 7— — — CHUTE ATTACHED TO CEILING . FOLLOW — EESTING PROPANE ROUTE EXISTING TRASH ROOM I L- — — — — — _ LESSEE PROPOSED ANTENNAS ® ALPHA SECTOR 33T LESSEE PROPOSED ANTENNAS O GAMMA SECTOR 280'SECURED TO ELEVATOR TOWER ON STAND-OFF BRACKETS AND PAINTED TO MATCH EXISTING BUILDING FINISH 0 _OUTLINE OF EXISTING BUILDING LESSEE PROPOSED UNDERGROUND LP UNE UP TO PROPOSED GENERATOR ON ROOFTOP. FOLLOW EXISTING PROPANE UNE TO ROOFTOP. ROPOSED r ourvD sDD tl I' ANE TEAK WHIR 4'%10' (EASE AREA AREA — —�•Y * (TOTAL OF 4050F'f) I N EXISTING UNDERGROUND 500 GAL PROPANE TANK ` EXISTING ROOF ACCESS TOP OF ELEVATOR TOWER REV. 188.0'3 AGL EXISTING PROPANE VALVE 0 TOP OF ROOF ELEV. 168.5't AGL LESSEE PROPOSED PLATFORM LADDER (SEE STRUCTURAL PLANS) verizon� M YMATO ROAD, MATE GOD ROCA RATON. F. 3 l (WI) 985-5500 MIRAMAR I SITE No 68824 3•-4•* 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUMY 1-11 URRENT ISSUE DATE'1 1 2 NOVEMBER 2015 S� FI EXISTING A/C CHILLER PROPOSED LP ROUTE TO FOLLOW EXISTING E LINE DOWN TO TRASH ROOM AND OUTSIDE POSED UNDERGROUND PROPANE TANK. IT 6.7'k HIGH L-1 WALL CONSTRUCTION DRAWINGS I �=R EY/.._ITATE====nFSCRIPTION: \�\\\\`1 �� Q `�,...... E1 Mq� ✓✓✓i * N 397 =: * &a T p ' S OF `f ZZ \ (( 1 /i _ LS+... 1 ,1 IIFuN:'bc�� Anrn ova / tir O� EXISTING ROOF 2 /—BELOW GRAPHIC SCALE IN FEET 0 4 B 16 CALL48HOURS E yy SITE PLAN BASED ON FIELD BEFORE YOU DIG 4i I OBSERVATIONS AND EXISTING J BUILDING PLANS ITSTHELAWI Imo. %helow. DIAL811 Call EeNiaTDu e9. LVl6MIMESFAIEQ6 G410FROROA i EMERGENCY PUSH BUTTON NOTE 1. PROPOSED EMERGENCY STOP BUTTON MAINTAINED 50MM RED MUSHROOM PUSH BUTTON, EMERGENCY STOP ENGRAVED, BLACK BEZEL WITH ONE N.C. CONTACT MODEL EZZJLB2N88 BY EATON OR APPROVED EQUAL IN NEMA 313 HOUSING W/PGOO CONTACT RATING DESIGNATION TO BREAK IGNITION POWER OF EMERGENCY GENERATOR (VERIFY CONTACT RATING AND EXACT WIRING WITH GEN. MANUF.) SUPPLY AND INSTALL ENGRAVED PLAQUE STATING 'VEMZON EMERGENCY STOP' 2. CONSTRUCTION INSTALLATION MAINTENANCE AND OPERATIONAL TESTING OF EPSS SHALL COMPLY THE LATEST ADOPTED EDITION OF NFPA 110. 3. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF AMA 70 NATIONAL ELECTRICAL CODE © 2014 NiMLEY-H0. µD ASSOGMTI INC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 RIPE CA0000999 RHO I ARS I MVM KIM K MARAAR PE T4SS AWHQDO A ARMES PE >0843 MARA V. MMTN PE >239> ROOF PLAN cmi =KHA Job #: Ii GENERAL NOTES & SPECIFICATIONS I OVERALL ROOF PLAN 044047832 LESSEE PROPOSED L! MOUNTED TO ALPHA AND ELEVATOR TOWER EXISTING GAMMA PAINTED BUILDING ANTENNAS TO MATCHTOWER COLOR LESSEE PROPOSED PAINTED BETA ANTENNAS MOUNTED TO ELEVATOR TO MATCH EXISTING BUILDING COLOR LESSEE 5 RAD. PROPOSED ANTENNAS CENTER EL. 184'-0'k AGL w T.O. ELEVATOR EL. 188.0'3 TOATM LESSEE PROPOSED VERIZON EQUIPMENT AGL CABINETS AND 35KW OUTDOOR PROPANE GENR36 LEASE ON AREA TFORM W1HIN 8' XATOR { L 11__I TLO.1PAR]5PET WALL I 2, AE id i -- ---------- LO.ROOF — EL 168.5'3 AGL G tar 5 s a\\ N o H IT a k � 4 a a e n x Ll El. 0.00' AGL GRWNO FLOOR E e WEST ELEVATION N.T. verizon)/ M YAHATO ROAD, SLATE 600 DOCA RX". R W— (561) 89}5500 ROJECT INFORMATION MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. WCIE COUNTY URRENT ISSUE DATE: 2 NOVEMBER 2015 SSUED FOR: CONSTRUCTION DRAWINGS EV.:=DATE:====DESCRIPTION: SEAL .14 i 1�((1 ✓ S PREWA$ Y *Horn 7920 p��RuhCn1 WEKaNp VA WAY 1920 WE57 PALM BEACH, FLORIDAWFL334/1 (561) 845-0665 RDE CA00p0586 ROJECf DATA: AWN BY:=�HK.: APV: RHO CR ARS MVM ENSURE' KEMN K. MMAN PE J1455 ARNOLDO A MTIL6 PE 7060. MMA V. MARTIN PE 72397 HEEF TITLE ELEVATION HEEF NUMBER KHA Job #: 044047832 U.L. ASSEMBLY NO. CAJ1175 p 2 HR. FIRE RATING SEE TYPICAL MAX 1 CONDUIT PER U.L ASSEMBLY NO. WL1001 1,2,3&4 HR. FIRE RATING PITCH POCKET OPENING STL a DETAIL THIS rCONDUIT OR EMT SEE °q SHEET FOR 11 PLAN FOR SZES SIMILAR NOTES 2' MIN. EXISTING CONCRETE WALL _ 1/4' DIA BEAD FlRE TYPICAL CONDUIT W/ UNISTRUT P25M CLAMPS 6GA GLLV. m PAN & SOLDQT ALL JR) REPAIR/REPLACE EXIST. ROOFING 36 t BEYOND AREA NEW 2' RCS TO WCSTIP. FIRE STOPPING SEALANT, FSP 1000 STOPPING CAULKING BY 3M CP-25 B CP-25 /I. (p5 REQUIRED) PI000 UNISIRUT — — T m HOT BITUMINOUS RWFlCG & fAA1FD W PLkSRC OLTADIT. Fl!!/ NEW EOUIPYENT N/S CAUU( BOTH �., PAN FW91 W/ PITCH SLPPGT. RE AFFECTEOIBY I lIN CABINETIR RATED- UL1479) SIDES OF WALL OPEN' STRUCTURAL COMPLETELY AROUND 2 2 DWG FOR SIZE PEPNR/REDLACE W SR POST & 3 !MH PERIMETER EMST.ROONEW CONDULET BUONBY RKEXISTINGMAX.1CONDUITPEREXTERIOR AFFEc1ED H OPENING STD CONDUITSTUCCO OR EMT SEE PLAN FINISH FOR 9ZE5 SEE NOTE T MSTNG IN TYPE ICONDUIT SLOPE & THICKNESS NEW 27 0 RGS BORE THRU E)OSTNG { WALL E%ISIING STRUCTURAL ROOF (CORE GRILL AS PER PLAN WALL FOR CONDUITE%ISIINC MAX 1/2' ANNULAR (CONTRACTOR TOREQUIRED) PROTECT OPENING W/ 1/2' MIN. TRA S CONDUIT STRAPS SPACE FIELD VERIFY) E(SRNG STBUCIDRAL ROOF FlRE STOPPING CAULKING 3M CP-25 WB+(2 SECURED MIN.DECK HR. FlRE RATING) UL ASSEMBLY NO. CpJ1175 LAG SCREWS 0 46' D.C. FILL W/ NEW ROOF msuuTON TO NOTE:. THE FlRE PENETRATON DETAIL SHOWN ABOVE IS Nog;THE FlRE PENETRATION DETAIL SHOWN ABOVE IS DIAGRAMMATC. CONTRACTOR SHALL 1. CONTRACTOR TO LOCATE REBAR PRIOR TO MATCHEXISTING IN TYPE SLOPE & THICKNESS DIAGRAMMATIC. CONTRACTOR SHALL REFER TO LATEST EDITION OF U.L PRE RESISTANCE DIRECTORY FOR REFER TO LATEST EDITON OF U.L FIRE DRIWNG OR CORING. DO NOT CUT SPECIFIC INSTALLATION DETAILS AND REQUIREMENTS OF RESISTANCE DIRECTORY FOR SPECIFIC INSTALLATION DETAILS AND REQUIREMENTS OF NM. INSURE WATER-TG+11NL55 CONTRACTOR TIONs. AT ALL PENETRATIONS. THIS ASSEMBLY. THIS ASSEMBLY @ CONDUIT THRU ROOF 'CONDUIT AT WALL THRU GYP. BOARD CONDUIT LINE SUPPORT I PITCH POCKET Nrs. N.T.S.CONDUIT N.T.S. N.T.S. N.T.S. taY 'A' - DIA OF CROWN 1. FLOOR OR WALL ASSEMBLY - MIN. 4-1/2 IN. THICK REINFORCED LIGHTWEGHT OR NORMAL WEIGHT µmm eABU xANcas CROWN DIAMETER M BE THE DIAMETER 5/B' (10D-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS-. O2 (awl ALUIaNUYJ OF ME WALL OPENING PLUS 1' MAX DIAM. OF OPENING IS BIN. SEE CONCRETE BLOCKS (CAR) CATEGORY IN THE FIRE RESISTANCE AS FIRE -RAM GYPBO/STUD WALL ASSEMBLY DIRECTORY FOR NAMES OF MANUFACTURERS. — — REWP 3' MAX DIA ANTI_ PIPE PROVIDE MOM. 2. METALLC PIPE - MAX 6 IN. DIAM. (OR SMALLER RIGID GALV. STEEL CONDUIT, SCHEDULE 10 OR \\\ ) YO.D.x 1/e OWN uMuwuu (TYP) I' ANNULAR SPACE MOUND PIPE HEAVIER) STEEL PIPE OR MAX 4 IN. DIAM. (OR SMALLER) STEEL EMT CONDUIT CENTERED IN THE OPENIN \\ PIPE BE RIGIDLY BOTH SIDES OF FLOOR WALL ASSEMBLY THE T RATING OF THE \ SE PUHTW PaOo-.T noTs a THIS sHr. - a OPTIONAL FORMING MATERIAL - RECESSED 1MA FROM THE SURFACE SYSTEM IS DEPENDENT ON THE S2E OF THE CONDUIT AND THROUGH OPENING AS SHOWN N THE TABU � M TON THE Z H 1 Q�•'• BELOW (SEE META 5). A/6' a HET KWK BOLT HD a ACCORD EG x t//11'' uw. msTN1 PxDTL W, nerr FOR MATERIAL MINERAL F• 3. FORMS - (NOT SHOWN, OPTIONAL USED AS A FORM TO PREVENT LEAKAGE OF FILL MATERIAL DURING . Ta W ACCI.YNIa1G ro MANUFAGNDfAS (m>, iND m ETC.) INSTALLATION. FORMS TO A RIGID SHEET MATERIAL, CUT TO THE CONTOUR THE RECOWQIDATms KmWI WOOL POLYSTYRENE, � . POL OF ltT oWn EOUIVNFNf � OFITN N BOTA SIG ITEM. FORMS FRICTION FITTED INTO THE OPENING OR LOCATED ON UNDERSIDE OF FLOOR ON BOTH SIBES e TT a g / FlAME SAFE UPC FS/F51900 SERIES COMPOUND APPLIED 1/2' DEEP INTO OF WALL TO PREVENT THE LEAKAGE OF FILL MATERIAL TI1E FORMS TO BE REMOVED AFTER THE FILL MATERIAL 'o s •° 8@ B• SECTION F ANNULAR SPACE ADD. MATERIAL ADDED TO FORM 5/8• HAS CURED. 4. PACKING MATERIAL - (NOT SHOWN, OPTIONAL) - MINERAL WOOL BATT INSULATION FIRMLY PACKED ®•° BETWEEN THE FORMS AND PENETRATING ITEML TH S TO PREVENT THE LEAKAGE OF ELL MATERIAL. ,,.,,A,_,, b III II'll II rTT FRONT! MOUND CONDUIT MD PACKING MATERIAL MAY BE REMOVED AFTER THE ELL MA71RAL HAS CURED. M ° FRAMED WALL PENETRATION LAPPING 1' BEYOND OPENING 5. FILL. VOID OR CAVITY MATERIAL- - SEALANT - FILL MATERIAL APPLIED WITHIN MNUWS, RUSH YOUTH At/4 (TTv) p� P%BYd/9•PLATE �li$H�I TOP SURFACE OF FLOOR OR V47H BOTH SURFACES OF WALL SHE T RATING OF ME SYSTEM IS DEPENDENT UPON THE SIZE OF THE OPENING, SIZE OF SHE PENETRATING ITEM, NON ANNULAR SPACE F IgJfW7I�ILgI 3 1/4' MIN. GONG. WALL OR CMU. OPENING TO WITHIN OPENING AND THICKNESS OF THE FILL MATERIAL AS SHOWN IN THE TABLE BELOW. - PROVIDE 3/4' MAX. ANNULAR Max Max Diann. N. Min. FII T II II SPACE MOUND PIPE Opening Penetration Annular MO. Rating Hr size In. Item In. SPoce In. Thk In. `III II,II II Lt. _ — '�W"-" 6 3 1-1/2 9/16 4-7/2 1-1/2 5 3 3/4 4-1/2 1/2 1I`'IT — — r� ffT_ _ 5 1/2 2 3 b 1 /2• 2 a MAX DIAM. 3-7/2 11/16 3_7/2 0 11/I6 BASE PLATE ' _____ METAL PIPE 6 6 1 3-1/2 gL^ III III d INTERNATIONAL PROTECTIVE COATINGS CORP - Types FS500, . FS501. FS503, FS505, FS529, FST601, FST603, FST605, kS„/4 �µs�g •i RF5500, RFS501, RF5505, RFST601 and RFST605 ANGUB 04B• 0.a MAX DO I UI a, , < < FLAME SAFE IPC FSP1000 T u®m a� L —T' — PUTTY APPUED'INTO THE - Bearing the UL Classification Marking BENDING RA.. — — — r F OPENING - 1/2' THICKNESS AT EA. WALL SURFACE _ OF µ0 A HYBIUO 2 g C.a r° I MINERAL WOOL (4 PCF) PACKED INTO ANNULAR SPACE MD RECESSED 1/2' FROM WALL SURFACES A 31WO 2024-u AUCY Bars. CONCRETE WALL PENETRATION (TIP. m ALL no commscnms) 11 CONDUIT PER PLAN (4'0 MAX) - Syslem No. C-AJ-1008 �µ{ FLAME SAFE [PC FS900 MIN. 1/2' (Farmed, System Me. 111) 1I1 IIII I�III,IIIIII MtSYSTEM CSH N110�S�0R T Rating-0, 7/2, 1R 1/2 and 3r Hr (Sea Item 5) PLAN VIEW 3 HR. RATED s NOTES: Q"• . 9 1. ALL 91PPdiT FRANNO TO =MY MRI ME NYNIRIM A ATO1 - 5 � CAnms AND mm.m t,R AwumaM sHRucmiss A 8 HUMT OF SUPPORT SHAH BE VARIED WHERE REWIDLL TO, RHM limes ABOW OR MOW EwsnND aesmuanan. F. A. suPPUR SPAPND a BE As SHOWN ONPLAN AND w ADOORTAINX WN CAI31E MANUFACNDFR'a RE(IONUMAnms OO NOT DIG® 4a• OG BLIb£EI CABIE HAIIWs MO a PORT CIANMLS Alai DO IX® w MIMMRECOMMENDO) NOTES: HC GAazE BDHLNNG DAMPS. I 3 4. uHmm F•ac HANII£lb TOsuPPCR PEA CONDUIT FLOOR CLAMP, TYP. 1. CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL PENETRATIONS. Numm (E) CONCRETE FLOOR OF CAB AND i s MIYBER avD s2E 6 cABLLs WLL Pun OFPENWIc ON LaGTm. 2 NUMBER OF CABLES AND CONDUITS WILL VARY DEPENDING ON LOCATION. C SE ANTDau Galls NOTE ON SHEET 2 FOR DETADs CONCRETE FLOOR PENETRATION 3, CONTRACTOR M X-RAY PRIOR TO DRILLING OR CORING TO LOCATE REBAR. DO NOT OUT REBAR.It & Parr-Tmamm sent A MOR TO ORLI MWM OR CUTTING THE CONTMCIm STALL VENIFY THE Das1FNCE AND LOCATOR OF SAa NOTE, 1. CONTRACTOR TO X-RAY PRIOR TO DRIWNG CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL AND FLOOR PENETRATIONS. ANY POST w 11013011140 nUWLWD Fµall PDa�x LLOCATNG M"NGposM TONSONwO DUCTS PART & M1ENDOWL ALL TEtmNG AiND G � OR CORING TO LOCATE (E) DEBAR DO NOT CUT DEBAR 4. CONTRACTOR SHALL CONTACT OWNER TO DETERMINE IF ROOF WARRANTY IXISTS, ALL ROOF PENETRATIONS INVESTIGATION SULL BE PFTDYINI&D BY AN ARP6OWD & Q@ISD mDEPENOLNT TVMNl LPBORATORY. THE LOCATOR OF 2 CONTRACTOR TO INSURE WATER -TIGHTNESS AT ALL WALL AND FLOOR SHALL BE BY METHODS APPROVED BY ROOFING COMPMY TO MAINTAIN MY EXISTING WARRANTIES. IF ALL C DHOIDHO ANC HaaNn SHALL W 5 PIM AS RWaOD TO AMD D1AmG POST TENSION DUCTS. PENETRATIONS. WARRANTY DOES NOT D (IST. ROOF PENETRATIONS MEMS AND METHODS SHALL BE AS SHOWN ON ME DRAWING OR APPROVED BY ENGINEER. ROOF TOP CABLE TRAY FIRE STOPPING PENETRATIONS CONDUIT THROUGH SLAB/WALL N.T.S. N.T.S. N.T.S. NOTE: USE DETAILS WHERE APPLICABLE verizon� M YAMATO ROAD, SLUE 500 BOG RA1014 R WQu (SCOT) RIBS-sSoO MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY I 2 NOVEMBER 2015 1 CONSTRUCTION DRAWINGS Tvntn M •�i. ENSE'••,;PT� 72397�`T)` •z!��3 VVv ATE OF Will W.ley*Horn © IBH KlMI IXWN µO AA WIAIES INC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 RHO I ARS I WM NEMN K MARAH PE 914A3 AMO7DO A ARTBES PE 701345 MANIA V. MARTIN PE 72A97 CABLE SUPPORT AND CONDUIT DETAILS Job C=3 I 044047832 'PROPOSED CONFIGURATION 146093 RF ENGINEERING ANTENNA SPECIFICATION SHEET NOCDMASeMu CELLULARBW WkAHTFNNACONFlGURALiONSi/-.•:•v.:t.Xaseous!w-:.f,:1+.8 : . �r»sYJ,A.nic^.'.:c'rw4,6� pIPHA BETA GANW Mt." a Wy Mtonre Notlx -- Mlenna CaeO � UMMLI MlkunaOmemWe. 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LTETE WMJM .,_ OIOIOIOIOlPL3C0e :0 0 r �.�... LTE OI 4asa r. Ln:-.- 0 __. _; LTE CoaxWs¢es.:--',_ 1S2• A 've". 0 AW331COMNz _. LONBINERSEINEEOPdgieT3: AYIS CopeWSMc' CeS46Jumpm L011NT: 0 TOTC1M. Wp T ALODLCOUo DUL - TOTALiNACOUM 0 ' RADIO: Tower -Mounted RRUS32 for AWS & RUL for 700 RET: Cascaded for 700 & AWS r . . 1 Lease Only I I I 1 verizon✓ 777 YAMATO ROAD, SLIME 600 SOCA RATON. P. JJIJI (86f) 995-5500 ATPHA2 YKW GU I INYUKMAI IUN: TW MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE OrrX AWS/PCS JENSEN BEACH, R 34957 ST. LUCIE COUNlY M5 WS URREM ISSUE DATE i5 <5 2 NOVEMBER 2015 SSUED FOR: CONSTRUCTION DRAWINGS EV.:=:DATE:==DESCRIPTION: ----------•----------.--- - --- - ------- SHELTER E NlS . 72397 � 1,J�s�•Yl \V1,�f,�l{) * ANTENNA LAYOUT N.T.S. ' '0 •; ATE OF ; ki e' LJ,c Horn © YO19 xINLEY—H64N PND ASSOGAMS. WC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 WE CM)000690 SEGTOR PROPOSED ANTENNA TYPE / PM_" SECTOR G.. EL ETEC. MNTLT MECH. DOMNTIL �. T". (P)'COAX CABLES (P) HYBRID CABLE RRUS32 (64) BIAS T LENGTH ALPHA CSS %7COAP-FRO-645-VRO 1 184't 4' - 335' NO (2) 1-5/8- 1) (1) 100't ALPHA CSS X7COAP-FRO-645-VRO 1 184't 2' 335' NO (2) 1-5/8• 6.12 )MIN 100'4 BETA CSS %7COAP-FRO-645-VRO 1 184't 4- - 20Y NO (2) 1-5/8' (1) (1) 70'f BETA C55 %7COAP-FRO-845-WO 1 184't 2' 205' NO (2) 1-5/6• 6x121 )MIN 70't GAMMA CSS X7COAP-FRO-645-VRO 1 1 184't 1 4- 1- 280-1 NO 1 (2) 1-5/8• 1 1 (1) 1 (1) 1 904 GAMMA CSS X7COAP-FRO-645-VR0 1 1 184't 1 2' 1 280' NO (2) 1-5/8• 1 6x1(11)MIN 90't CM`RIACT 91 USE 9JRMf INEORNATON TO A GN ORIENTAIION Of pNIENNA AIPPORT S CMRE(5) W1 BEARINGS SHOYM IN OIAGRAM ABOVE ANTENNA AND COAX CABLE REQUIREMENTS RHO I AIRS MVM KEVIN IC mmR PE 714A3 ARNOLD) A ARTIES PE 708" MARIA V. MARTIN PE 7M97 ANTENNA SPECIFICATIONS AND DETAILS C=4 :KHA Job #: NOTE 1. ALL COAX CABLE LENGTHS ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT LENGTH IN THE FIELD PRIOR TO CONSTRUCTION. 044047832 u MAD E ADE OR NEW HOT MIX FINISHED GRADEPAVING SLOPE ND ,ESS < ASPHALT SURFACE COAT OR THICKNESS OF EXISTING CONCRETE SAWCUT TO MATCH EXISTING TRENCH } 2' (MIN) ASPHALT FINISHED GRADE ORACK COAT IN PAVEMENTEXISTING ASPHALT ORSPHALT PAVEMENT REQUIREMENT CONCRETE PAVEMENT. 6° MIN.MATCH SLOPE ANDUNDISIURBEO T1ICKNESS OF EXISTING2 CRIXIND 1/2.0 SM. GALVANIMD PIPE, ASPHALT OR CONCRETECAP TOP. AS REQUIRED PE TO �_--_____�_�_�---COMPACTED BACKFILL SOIL OITION�BACKFILL (SAND OR NATIVE tN SOIL) SEE ANTENNA MOUNT DETAIL ON IRIS SHT.POWIR UTILITY WARNING TAPE CONDUIT WHERE APPUCABLE COORDINATE EXISTING WALL CONNECT -IT WALL MOUNT BRACKET COMPACTETELEPHON SZE ANO TYPE WI1H LOCAL UTILITY MDA100 OR APPROVED EQUIVALENT APPLICABLED 2' MIN. 4(TYP.) COORD COORDINATE SZE AND TYPE TH UTILITY 4' MIN. TO SECONDARY ELECTRIC•6 C 1 A 12' MIN. TO PRIMARY ELECTRICTYPICAL MIN. CONDUIT AS REOUIREO) PIPES6' (; s - SEPARATION DIMENSION TO BE VERIFIED is PTRENCH AS WITH LOCAL UTILITY COMPANY REQUIREMENTS S SHOWN ON PLANS 8 SACFILL TO BE PLACED IN UFTS NOT TO EXCEED 6'. $ ANTENNA BRACKET ELEVATION NTS- TYPICAL TRENCH DETAIL „_, JOINT SERVICE TRENCH BURIED CONDUIT ELEC/TELE ..__. (2)-3/4.0 HILT HIT HY 150 WITH 3 3/8' MIN. EMBEDMENT DEPTH OR EQUIVALENT. �I 4 V T nl I + CONNECT -IT WALL MOUNT BRACKET WMIOO OR APPROVED EQUIVALENT (TYP.) 11 L U Q e 9 1/2' EXISTING CONCRE E WALL CONNECT -IT WALL MOUNT BRACKET DSA50 OR APPROVED EQUIVALENT (TYP.) EXISTING WALL ca ELEVATION BY VEWZON WIRELESS, BY CONTRACTOR) O.D. X 3'-0' MAX GALV. MOUNTING PIPE COAX GROUND KIT COAX CABLE (AS REQUIRED BY ANTENNA MANUFACTURER) AWG GROUND WIRE TO CADWILD POST OR LUG ON GROUND BAR NOTES, 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 251E OF THE SURFACE AREA OF A HEMISPHERE AROUND THE CPS ANTENNA. 2 ALL VS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD CPS BEFORE FINAL LOCATION OF CPS ANTENNA Of ET IXTAL us 91EET�/ --1 \ I _ a E%19TNG WI1L ®iH�Cl�l7 l= WALL MOUNT BRACKET DETAIL FOR CONCRETE NTR I GPS ANTENNA WALL MOUNT „_„ ANTENNA STANDOFF ELEVATION CONNECT -IT WALL MOUNT BRACKET WMIOO OR APPROVED EQUIVALENT (TYP-) PROPOSED 5/8.0 MS THRU BOLTS WITH NUTS AND WASHERS AS REV: (TYP. OF 2 PER BRACKET) CONNECT -IT WRF3E3S HOT DIP GLV 1 O w O/C NAX ANOHOT TO E106TN6 WALL W/(2) ARV^ AN010IM HLTI ID( 3/6'XY OR APPROVED ALTERNATE AND 3/8' THREADED RX) (SE NOTE BSI FOR T/8 APPRDWD CONNECT -IT STANDOFF MOUNT APPROVED EQUIVALENT (TIP.) ANTENNA MOUNT JL ON THIS SHT. �0', TT NDOFF NaPHIPN2M3PM4 i�E verizon� m YAMATO ROAD MITE 600 BOG RATION, R 3343E OXI) s95-5500 :PROJECT INFORMATION: MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 Sr. LUCIE COUNTY :CURRENT ISSUE DATE 2 NOVEMBER 2015 CONSTRUCTION DRAWINGS :REV.:=DATE:===DESCRIPIW N: RIA .,.NS 9�2 i .72397 TEO�..::��) WidIiby*Horn © 201E .CMLEY-H N ANP ASSOGAIES WC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 :DRAWN BY:=CHK.:-APV: RHO I ARS MVM :)CENSURE: KIM K. MARAJH PE 71433 ARNHOIDO A ARTILEB PE 7135 3 MARA V. MARTIN PE 72397 SHEEP TITLE ANTENNA MOUNTING DETAILS SHEET NUMBER C=5 =KRA Job 4: g WALL MOUNT BRACKET DETAIL FOR CMU WALL COAX CABLE ATTACHMENT DETAIL NOTE: USE DETAILS WHERE APPLICABLE 044047832 1) CONTRACTOR SHALL MST THE STE. OBSERVE ACTUAL CONDITIONS AND NOTIFY KHA ENGINEER OF ANY DEMATIONS FROM NFPA 58 CODE COMPLIANCE BEFORE COMMENCING ANY WORK 2)CONTAINERS SHALL BE DESGINED, FABRICATED, TESTED, AND MARKED (OR STAMPED) IN ACCORDANCE WNH THE REGULATIONS OF THE U.S. DEPARTMENT OF TRANSPORTATION (DOT} THE ASIE BOILER AND PRESSURE VESSEL CODE, SECTION MIL 'RULES FOR THE CONSTRUCTION UNFIRED PRESSURE VESSEIS'I OR THE API—ASIE CODE FOR UNFIRED PRESSURE VESSELS FOR PETROLEUM LIQUIDS AND GASES, EXCEPT FOR UG-125 THROUGH UG-136. 3)THE LOCATION AND INSTALLATION OF UP —GAS SYSTEMS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FBC 2W ,THE ADOPTED EDITION OF ME NATIONAL FIRE PROTECTION ASSOCIATION. NFPA 58 UQUIFIED PETROLEUM GAS CODE AND OTHER NATIONAL STANDARDS OR RECULADONS APPLICABLE TO THE INSTALLATION LOCATION. 4)LP—GAS CONTAINERS INSTALLED OUTSIDE OF BUILDINGS, WHETHER OF THE PORTABLE TYPE REPLACED ON A CYLINDER EXCHANGE BASS OR PERMANENTLY INSTALLED AND REFILLED AT THE INSTAU ARM. SHALL BE LOCATED WITH RESPECT TO THE ADJACENT CONTAINERS IMPORTANT BUILDING, GROUP OF BUILDINGS, OR UNE OF ADJOINING PROPERTY THAT DAN BE BUILT UPON, IN ACCORDANCE WITH TABLES A B AND C. 5)INSTALLADON OF LP —GAS CONTAINERS SHALL BE IN ACCORDANCE WITH, BUT NOT UNITED TO, THE FOLLOWING SEPARATION DISTANCE REQUIREMENTS A AT A CONSUMER SITE IF THE AGGREGATE WATER CAPACITY OF A MULTIOUNTAINER INSTALLATION COMPRISED OF INDIVIDUAL CONTAINERS HAMNG A WATER CAPACITY OF LESS THAN 125 GAL (0.5 M3)IS 501 GAL (1.9 03) OR MORE THE MINIMUM DISTANCE SHALL COMPLY WITH THE APPROPRIATE PORTION OF TABLE A APPLYING THE AGGREGATE CAPACITY RATHER THAN THE CAPACITY PER CONTAINER IF MORE THAN ONE SUCH INSTALLATION IS MADE EACH INSTALLATION SHALL BE SEPARATED FROM ANY OTHER INSTALLATION BY AT LEAST 25 FT (7.6M). B. CYLINDERS INSTALLED ALONGSIDE OF BUILDINGS SHALL BE LOCATED AND INSTALLED SO THAT THE DISCHARGE FROM THE CYLINDER PRESSURE REUEF DEVICE IS AT LEAST 3 FT 1M) HORIZONTALLY AWAY FROM ANY BUDDING OPENING THAT IS BELOW DIE LEVEL OF SUCH DISCHARGE. THE DISCHAR FROM MURDER PRESSURE RELIEF DEVICES SHALL BE LOCATED NOT LESS THAN 5 FT (1.5 M) IN ANY DIRECTION AWAY FROM ANY EOOERIOR SOURCE OF IGNITION, OPENINGS INTO DIRECT —VENT (SEALED COMBUSTION SYSTEM) APPLIANCES, OR MECHANICAL VENTILATION AIR INTAKES. C. CYLINDERS SHALL NOT BE LOCATED AND INSTALLED UNDERNEATH ANY BUILDING UNLESS THE SPACE IS OPEN TO THE AIMOSHERE FOR 50 PERCENT OF ITS PERIMETER OR MORE D. THE DISTANCE MEASURED HORIZONTALLY FROM THE POINT OF DISCHARGE OF A CONTAINER PRESSURE REUE' VALVE TO ANY BUILDING OPENING BELOW THE LEVEL OF SUCH DISCHARGE SHALL BE IN ACCORDANCE WITH TABLE B. E. THE DISTANCE FROM ANY OF THE FOLLOWING MEASURED IN ANY DIRECTION, SHALL BE IN ACCORDANCE WITH TABLE B. a FROM THE POINT OF DISCHARGE OF A CONTAINER PRESSURE RELIEF VALVE E THE VENT OF A FIXED MAXIMUM UQWD LEVEL GAUGE ON A CONTAINER e THE INSTALLED LOCATION OF THE FILLING CONNECTION OF A CONTAINER TO ANY OF THE FOLLOWING. . EXTERIOR SOURCE OF IGNITION -OPENINGS INTO DIRECT —VENT (SEALED COMBUSTION SYSTEM) APPLIANCES .MECHANICAL VEHTIATON AIR INTAKES 6) SEPARATION DISTANCES OF LP —GAS CONTAINERS AND HYDROGEN CONTAINERS STALL NOT BE LESS THAN 50 FT. MOOSE PIUM S COMBUSTIBLE MATERIAL AND WEEDS AND LONG DRY GRASS SHALL BE SEPARATED FROM CONTAINERS BY 8) WE AREA UNDER CONTAINERS SHALL BE GLIDED OR SHALL HAVE DIKESORCURBS INSTALLED. SO THAT THE FLOW OR ACCUMULATION OF FLAMMABLE LIQUIDS WITH FLASH POINTS BELOW 200 F IS PREVENTED. 9)LP—GAS CONTAINERS SHALL BE LOCATED AT LEAST 10 FT FROM THE COM]RUNE OF THE WALL OF DIKED AREAS CONTAINING FLAMMABLE OR COMBUSTIBLE LIQUIDS. 10) ABOVE GROUND LP —GAS CONTAINERS, OR SYSTEMS OF WHICH THEY ARE A PART, SHALL NOT BE LOCATED WITHIN 8 FT OF A VERTICAL PLANE BENEATH OVERHEAD ELECTRICAL LINES THAT ARE OVER 600 VOLTS, NOMINAL 11) LP —GAS CONTAINERS, OR SYSTEMS OF WHICH THEY ARE A PART, SHALL BE PROTECTED FROM DAMAGE FROM VEHICLES. TABLE A SEPARATION DISTANCES BETWEEN CONTAINERS, IMPORTANT BUILDINGS AND OTHER PROPERTIES WATER CAPACITY PER CONTAINER MINIMUM DISTANCES ABOVEGROUND CONTAINERS b BETWEEN CONTAINERS° GAL FT. FT. <125d 0° O 125-250 10 0 251—MO 10 3 501-2000 25T 3 ° SEE NFPA 58. SECTON 6.3.4 b SEE NFPA 58, SECTION 6.3.12 ° SEE NFPA 59, SECTION 6.3.11 d SEE NFPA 58, SECTION 6.3.9 ° SE NFPA 59, SECTION 6.3.7, 6.3.8. and 6.3.9 T SEE NFPA 58, SECTION 6.3.3 TABLE B SEPARATION DISTANCE BETWEEN CONTAINER PRESSURE RELIEF VALVE AND BUILDING OPENINGS DISCHARGE FROM RELIEF VALVE VENT DISCHARGE DISTANCE AND FILLING CONNECTOR HORIZONTALLY TO EXTERIOR SOURCE OF CONTAINER TYPE FROM RELIEF VALVE DISCHARGE IGNITION, OPENINGS INTO DIRECT —VENT APPLIANCES, TO OPENING MECHANICAL VENTILATION BELOW DISCHARGE AIR INTAKES FT FT. CYLINDER, EXCHANGE 3 5 CYLINDER, FlLLID ON SITE 3 10 ASME FILLED ON STE- 5 10 TABLE C MAXIMUM NUMBER OF CONTAINERS IN A GROUP AND THEIR SEPARATION DISTANCES MINIMUM SEPARATION MAXIMUM NUMBER BETWEEN GROUPS FIRE PROTECTION OF CONTAINERS IN FT. PROVIDED BY ONE GROUP HOSE STREAMS ONLY (SEE NFPA 58, 6 50 SECTIONS B.4.2 AND 6.25.3.1) INSULATION PER NFPA 58. 9 25 SECTION 6.25.01 [EM113014 HE LOCATION ANO INSTALLATION OF LP —GAS SY5TEI5 9HALL BE IN CCORDANCE N1TH THE FLORIDA BUILDING CODE FBC 2004, THE ADOPTED OF ME NATIONAL FIRE PROTECTION ASSOCIATION; NFPA 58 IQUEFIED PETROLEUM GAS CODE AND OTHER NATIONAL STANDARDS OREGULATIXRS APPLICABLE TO TIE INSTALLATION LOCATION. verizonN/ 7l) YAMATO ROAD, SUITE 600 BOG BATON, TL MAT (561) 995-5500 MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY CURRENT ISSUE DATE 1 2 NOVEMBER 2015 1 CONSTRUCTION DRAWINGS 4i 72397 ATE OF �P0:. I )A �IIII ih ey»)Horn © 301P KlYLFY-HAP. ANO ASSOGIAT MC / T 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 RHO I MIS I MVM KEVIN K MARAAI PE T4 ARNOLDO A ARTRES PE 70815 MAMA V. MARTIN PE M97 LP TANK GAS GENERAL NOTES C=6 :KHA Job #: 044047832 NOTES: INSTALLATION SHALL COMPLY WIM THE 5TH EDITION (2014) FLORIDA BUILDING CODE FUEL GAS CODE FIELD VERIFY MEASUREMENTS AND ROUTE OF MEL PIPING NOTIFY ENGINEER AND PROJECT CPM OF DISCREPANCIES FOR OTHER THAN BLACK STEEL PIPE. EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED 'GAS' IN BLACK LETTERS. TIE MARKING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 MET (1524 .). THE MARKING SHALL NOT BE REQUIRED O PIPE LOCATED IN THE SAME ROOM AS ME EQUIPMENT SERVED. PIPING SHALL BE MARKED WITH AN APPROVED PERMANENT IDENTIFICATION BY THE INSTALLER SO THAT THE PIPING SYSTEM SUPPLIED BY EACH METER IS READILY IDENTIFIABLE. STEEL AND WROUGHT -IRON PIPE SHALL BE AT LEAST OF STANDARD WEIGHT (SCE B 38) AND TOM ALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS 1. 2. ASTM A W 3. ASTM. A 106 STEEL TUBING SHALL COMPLY PATH ASTM A 254 OR ASTM A W9 CORRUCAMD STAINLESS STEEL TUBING SHALL BE TESTED AND USTED IN MMPUANCE WITH THE CONSTRUCTION, INSTALLATION AND PERFORMANCE REQUIREMENTS OF ANSI LC 1/CSA 6.26. COPPER TUBING SHALL COMPLY WITH STANDARD TYPE K OR L OF ASTM B 88 OR ASTM B 280. COPPER AND BRASS TUBING SHALL NOT BE USED IF THE CAS CONTAINS MORE THAN AN AVERAGE OF 0.3 GRAINS OF HYDROGEN SULFIDE PER 100 STANDARD CUBIC FEET OF GAS (0.7 MILLIGRAMS PER 1GO LITERS). PLASTIC PIPE TUBING AND FITRNGS SHALL BE USED OUTSIDE UNDERGROUND, ONLY, AND SHALL CONFORM TO ASTM D 251M PIPE SHALL BE MARKED CAS' AND -ASTM D 2513.• THE USE OF PLASTIC PIPE TUBING AND FITTINGS IN UNDILUTED UCUEFlED PETROLEUM GAS PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 58. WHERE IN CONTACT WITH MATERIAL O ATMOSPHERE EXERTING A CORROSIVE ACTION. METALLIC PIPING AND FlTRNGS COATED WITH A CORROSION -RESISTANT MATERIAL SHALL BE USED. EXTERNAL OR INTERNAL COATINGS OR UNINGS USED ON PIPING OR COMPONENTS SHALL NOT BE CONSIDERED AS ADDING STRENGTH. METALLIC PIPE AND FITTING THREADS SHALL BE TAPER PIPE THREADS AND SHALL COMPLY WITH ASME B1.20.1. PIPE JOINTS SHALL BE THREADED, FLANGED, BRAZED OR WELDED. WHERE NONFERROUS PIPE IS BRAZED, THE BRAZING MATERIALS SHALL HAVE A MELTING POINT IN EXCESS OF 1,000E (WEIV). BRAZING ALLOYS SHALL NOT CONTAIN MORE THAN 0.05-PERCENT PHOSPHORUS METALLIC FITTINGS, INCLUDING VALVES, STRAINERS AND FILTERS, SHALL COMPLY NTH THE FOLLOWING 1. 1HREADED FITTINGS IN SIZES LARGER THAN 4 INCHES (102 MM) SHALL NOT BE USED EXCEPT WHERE APPROVED. 2. FITTINGS USED WITH STEEL OR WROUGHT -IRO PIPE SHALL BE STEEL, BRASS, BRONZE MALLEABLE IRON OR CAST IRO. PLASTIC PIPE TUBING AND FITTNGS SHALL BE JOINED IN ACCORDANCE PATH THE MANUFACTURERS INSTRUCTIONS. SUCH JOINT SHALL COMPLY WITH THE FOLLOWING 1. THE JOINT SHALL BE DESIGNED AND INSTALLED SO THAT THE LONGITUDINAL PULL -GUT RESISTANCE OF THE JOINT WILL BE AT LEAST EQUAL TO ME TENSILE STRENGTH, OF THE PLASTIC PIPING MATERIAL 2. HEAT -FUSION JOINTS SHALL BE MADE IN ACCORDANCE WITH WAURED PROCEDURES THAT HAVE BEEN ESTABLISHED AND PROVEN BY TEST TO PRODUCE GAS -TIGHT JOINTS AT LEAST AS STRONG AS ME PIPE OR TUBING BEING JOINED. JOINTS SHALL BE MADE W1M THE JOINING METHOD RECOMMENDED BY ME PIPE MANUFACTURER. HEAT FUSION FITTINGS SHALL BE MARKED 'ASTM D 2513.' 3. WHERE COMPRESSION -TYPE MECHANICAL JOINTS ARE USED, THE GASKET MATERIAL IN THE FITTING SHALL BE COMPATIBLE WITH THE PLASTIC PIPING AND WITH THE GAS DISTRIBUTED BY THE SYSTEM. AN INTERNAL TUBULAR RIGID STIFFENER SHALL BE USED IN CONJUNCTION WITH THE FITTING THE STIFFENER SHALL BE FLUSH WITH THE END OF THE PIPE OR TUBING AND SHALL EXTEND AT LEAST TO THE OUTSIDE ENO OF THE PIPE OR TUBING AND AT LEAST TO THE OUTSIDE END OF ME COMPRESSION FITTING WHEN INSTALLED. THE STIFFENER SHALL BE FREE OF ROUGH OR SHARP EDGES AND SHALL NOT BE A FORCE FIT IN ME PLASTIC. SPUT TUBULAR STFFENERS SHALL NOT BE USED. 4. PLASTIC PIPING JOINTS AND FITRNGS FOR USE IN UQUEFIED PETROLEUM GAS PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH NRA 58. METALLIC PIPE OR TUBING EXPOSED TO CORROSIVE ACTON, SUCH AS SUL CONDITON OR MOISTURE SHALL BE PROTECTED IN AN APPROVED MANNER. ZINC COATINGS (GALVANIZING) SHALL NOT BE DEEMED ADEQUATE PROTECTION FOR GAS PIPING UNDERGROUND. FERROUS METAL EXPOSED IN EXTERIOR LOCATIONS SHALL BE PROTECTED FROM CORROSION IN A MANNER SATISFACTORY TO THE CODE OFFICIAL WHERE DISSIMILAR METALS ARE JOINED UNDERGROUND, AN INSULATING COUPLING OR FITTING SHALL BE USED. PIPING SHALL NOT BE LAID IN CONTACT WITH CINDERS. ALL PIPING INSTALLED OUTDOORS SHALL BE ELEVATED NOT LESS THAN 3V INCHES (152 MM) ABOVE GROUND AND WHERE INSTALLED ACROSS ROOF SURFACES, SHALL BE ELEVATED NOT LESS THAN 3M INCHES (152 MM) ABOVE TIE ROOF SURFACE PIPING INSTALLED ABOVE GROUND, OUTDOORS, AND INSTALLED ACROSS THE SURFACE OF ROOFS SHALL BE SOURELY SUPPORTED AND LOCATED WHERE IT WALL BE PROTECTED FROM PHYSICAL DAMAGE WHERE PASSING THROUGH AN OUTSIDE WALL, THE PIPING SHALL ALSO BE PROTECTED AGAINST CORROSION BY COMING OR WRAPPING WITH AN INERT MATERIAL WHERE PIPING IS ENCASED IN A PROTECTIVE PIPE SLEEVE, THE ANNULAR SPACE BETWEEN THE PIPING AND TIE SLEEVE SHALL BE SEALED. UNDERGROUND PIPING SYSTEMS SHALL BE INSTALLED A MINIMUM DEPTH OF 12 INCHES (305 MM) BELOW MADE. THE TRENCH SHALL BE GRADED SO THAT TIE PIPE HAS A FIRM, SUBSTANTALLY CONTINUOUS BEARING ON TIE BOTTOM OF ME TRENCH. PLASTIC PIPE SHALL BE INSTALLED OUTSIDE UNDERGROUND ONLY. PLASTIC PIPE SHALL NOT BE USED WITHIN OR UNDER ANY BUILDING OR SLAB OR BE OPERATED AT PRESSURES GREATER MAN 100 PSG (689 KPA) FOR NATURAL GAS OR 30 PSG (207 KPA) FOR LP -CAS AN INSULATED COPPER TRACER PARE OR OTHER APPROVED CONDUCTOR STALL BE INSTALLED ADJACENT TO UNDERGROUND NONMETALLIC GAS PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WARE OR ME TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF ME NONMETAWC GAS PIPING. THE TRACER WIRE 512E SHALL NOT BE LESS THAN 12 AWG AND ME INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL MP PRESSURE REGULATORS SHALL COMPLY YAM THE FOLLOWING: 1. THE MP REGULATOR SHALL BE APPROVED AND SHALL BE SUITABLE FOR THE INLET AND OUTLET GAS PRESSURES FOR ME APPLICATION. 2 THE MP REGULATOR SHALL MAINTAINA REDUCED OUTLET PRESSURE UNDER LOCKUP (NO -FLOW) CONDITIONS. 3. THE CAPACITY OF THE MP REGULATOR, DETERMINED BY PUBUSHED RATINGS OF ITS MANUFACTURER, SHALL BE ADEQUATE TO SUPPLY ME APPUANCES SERVED. 4. THE MP PRESSURE REGULATOR SHALL BE PROVIDED WITH ACCESS. WHERE LOCATED INDOORS, ME REGULATOR SHALL BE VENTED TO THE OUTDOORS OR STALL BE EQUIPPED WITH A LEAK-UMITING DEVICE PRESSURE REGULATORS THAT REWIRE A VENT SHALL HAVE AN INDEPENDENT VENT TO THE OUTSIDE OF ME BUILDING. THE VENT SHALL BE DESIGNED TO PREVENT ME ENTRY OF WATER OR FOREIGN OBJECTS. REGULATORS EQUIPPED WITH AND LABELED FOR UTILIZATION WITH APPROVED VENT-UMITING DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED BETWEEN THE MP REGULATOR AND ITS UPSTREAM SHUTOFF VALVE SUCH TEE FITTING SHALL BE POSTURED TO ALLOW CONNECTION OF A PRESSURE -MEASURING INSTRUMENT AND TO SERVE AS A SEDIMENI TRAP. - 6. A TEE FITTING NTH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF THE MP REGUIATUR OUTLET. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOW CONNECTION OF A PRESSURE -MEASURING INSTRUMENT. PRESSURE TESTS: TEST PRESSURE SHALL BE MEASURED WITH A MANOMETER OR WITH A PRESSURE -MEASURING DEVICE DESIGNED AND CAUBRATED TO READ, RECORD, OR INDICATE A PRESSURE LOSS CAUSED BY LEAKAGE DURING THE PRESSURE LEST PERIOD. THE SOURCE OF PRESSURE SHALL BE ISOLATED BEFORE THE PRESSURE TESTS ARE MADE MECHANICAL GAUGES USED TO MEASURE LEST PRESSURES SHALL HAVE A RANGE SUCH THAT THE HIGHEST END OF THE SCALE IS NOT GREATER THAN FIVE TIMES THE TEST PRESSURE TEST PRESSURE ME LEST PRESSURE TO BE USED SHALL BE NO LESS MAN ONE AND A HALF TIMES THE PROPOSED MAXIMUM WORKING PRESSURE, BUT NOT LESS THAN 3 PSIG (20 KPA GAUGE), IRRESPECTIVE OF DESIGN PRESSURE WHERE TIRE TEST PRESSURE EXCEEDS 125 PSG (862 KPA GAUGE). TIRE TEST PRESSURE SHALL NOT EXCEED A VALUE THAT PRODUCES A HOOP STRESS IN TIE PIPING GREATER THAN 50 PERCENT OF TIRE SPECIFIED MINIMUM YIELD STRENGTH OF THE PIPE TEST DURATION. LEST DURATION SHALL BE NOT LESS MAN 8 HOUR FOR EACH 500 CUBIC FEET (14 CUBIC METERS ) OF PIPE VOLUME OR TRACTION THEREOF. WHEN TESTING A SYSTEM HAVING A VDWME LESS THAN 10 CUBIC FEET (O3 CUBIC METERS) OR A SYSTEM IN A SINGLE-FAMILY DWELLING, ME TEST DURATION SHALL BE NOT LESS THAN 10 MINUTES THE DURATION OF TIRE TEST SHALL NOT BE REWIRE) TO EXCEED 24 HOURS. DETECTION OF LEAKS AND DEFECTS THE PIPING SYSTEX SHALL WITHSTAND THE TEST PRESSURE SPECIFIED WITHOUT SHOWING ANY EVIDENCE OF LEAKAGE OR OTHER DEFECTS. ANY REDUCTION OF TEST PRESSURES AS INDICATED BY PRESSURE GAUGES SHALL BE DEEMED TO INDICATE THE PRESENCE OF A LEAK UNLESS SUCH REDUCTION CAN BE READILY ATTRIBUTED TO SOME OTHM CAUSE LESSEE PROPOSED 35 KW PROPANE GENERATOR MOUNTED TO PROPOSED STEEL PLATFORM ON ROOF verizon✓ "7 YAMATO ROAD. SUITE 600 i BOG RATON. R W431 (MI) 993-5500 ROJECT INFORMATION• MIRAMAR I REGULATOR. °"`"E' SITE No 68824 DT(2 m ME TINGGS 9950 SOUTH OCEAN DRIVE UTSIDE OF , JENSEN BEACH, FL 34957 NERATOR) P Sf. LUCIE COUNTY 1 2 NOVEMBER 2015 1 CONSTRUCTION DRAWINGS 1b� EV.:=DATE:====DESCRIPTION• K. SECURED LP GAS LINE SECURED TO PGAS UNEE 90Y D UP GAS UNE DOWN TO MASHROPOSEROOMM ON 1ST FLOOR. M1OY PROPOSED LP GAS LINE \\\\ OR.. FOLLOW EXISTING LP GAS LINE. SECURED TO PENTHOUSE �\ \ • ' ••ENWIRELESS" ��Q�•' F '4�ti MANSPS FUEL MONITORING PROPOSED LP GAS LINE N�SPOGE ATTACHED TO . 72397 SECURED TO CEUNG .k JJ FOLLOW EXISTING LP CAS UNE HP REGULATOR * Q: a TAT OF N'3� �Xh LESSEE PROPOSED 500 GALE/- _ L> >•_ ..�. 3/4- POLYEMIENE PIPE SUITABLE FOR LP GAS. PIPE TO BE ROUTED UNDERGROUND (12• MIN. COVER) FROM THE UNDERGROUND TANK FROM GROUND FLOOR ATTACHED TO GARBAGE ROOM COUNG, THEN UP TO ROOF TOP. FOLLOW EXISTING LP LINE ROUTE :1/.4F5:i0] �LP GAS PIPE BURIED GAS LINE TRENCH DETAIL N.T.S. CALL48HOURS BEFORE YOU DIG ITS THE LAVH DIAL811 GROUND (SAND OR NATIVE CONCRETE L, PROPOSED (TOTAL OF ND)E: 1. FUEL PIPING TO BE ATTACHED TO F ATEO FRAME WITH 304 STAINLESS STEEL UNISTRUT PIPE CLAMPS AND CHANNEL DESIGN HIGH PRESSURE REGULATOR EXIT PRESSURE 8-12 PS PIPE RUN 500'3- DESIGN FLOWRATE (100% LOAD) 720 CF/Hr GENERATOR OPERATING PRESSURE 5 -14' H2O NOTE: • - EQUIVALENT PIPE LENGTH WALL AREA 'lltj- lyq �'1�>»Horn QI 1 A©D22014 NIML`EYC-MMU µ0 A=CIAI LNG 1920 WOIVA WAY WEST PALM BEACH. FLORIDA 33411 RHO I ARS I WM KERN K. MARAH PE T455 ARNOLDO A Mm PE 70643 MARIA V. MARTIN PE 72397 cEu11c i HED ETITLE LP TANK GAS GENERAL INSTALLATION ALL THREAD -"RRIWNG ROD ANCHOR �-� ADJUSTABLEER RING HANG CEILING PIPE SUPPORT DETAIL (TYP) rKHA JOb 0: N'T' I 044047832 EQUIPMENT PLAN SITE PLAN N.T.S. £ STRUCTURAL NOTES: 1. DESIGN: CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE STH EORION (2014) FLORIDA BUILDING CODE AND ANY OTHER LOCALOR REGIONAL GOVERNING CODES DURING CONSTRUCTION. Z WIND LOAD CRITERIA(ASCE 7-10): STRUCTURALFRAME V 164MPH Vas IITMPH STRUGTURALCATEGORY=11 WINO ECPOSURE=D MINERS FOR OTHER STRUCTURES: ROOFTOP EOUIPMENTAND SOUO SIGNS STRUCTURAL STEEL MATERIAL -NI STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS: PIPE SHAPES SHILL CONFORM TO ASTM MG GRACE B (Fy=35 KSF, Fu=60 K51) HSS SHAPES WALL CONFORM TO ASTM AS00 GcB(ROUND:FY= 42151, FIcMIW. SQUARE FI^- kFu=50M9) W SHAPES SHPIL CONFORM WITH ASTM AS92(Fy=SG ,FO�RH CHANNELS, PLATES AND ANGLES SHALL CONFORM WRH ASTM A30(FY-WW.MU 01R() BOLTS: ALL BOLTS SHALL CONFORM TO ASTM A32 UNLESS STATED OTHERWISE CONNECTIONS: DESIGN, FABRICATION. ANO CONSTRUCTION SHALLCONFORM TO NSC MANUAL OF STEEL CONSTRUCTION, I4TH EDITION. WELDING: SHALLBE DONE BY MAWS CERTIFIED WELDER AND IN COMPWWCE WITH AM CIA. ALL WELDS S2E5 SHALL BE THE MAKIMUM ALLOWED BY THE MATERIALBEING WEMED WITH E70XII ELECTRODE GALVANIZED ASSEMBLIES: GALVANIZED ASS ASSEMBUES SHOULD NOT BE COMPLETELY SEALED BECAUSE RAPID PRESSURE CHANGES DURING THE GALVANILNG PROCESS TEND TO BURBT SEALED ASSEMBUES. Z. PLATFORMEQUIPMENT: THIS PIATFORM WAS DESIGNED LOADED WITH THE FOLLOWING CABINETS (CONTRACTOR WALL SEE CIVLLSHEETS FOR DIACT LOCATION OFALLCABINETSj 3.1. GENERATOR LG Mk GUDAGs) 3.2 LTEODECABINETWAIRAMF60016s) 35 LTEODECABINETWIBRAM(MQ0 ) 3.4. LTEODECABINETWRRASHWORK) 4. ALL COMPONENTS SHALL BE PROTECTED FROM WEATHER EFFECTS, USE HOT DIP GALVANIZED MATERIAL OR PAINT AS APPROPRIATE TOUCH UP ALL HELD WELDS AND ABRADED AREAS WRHTWO COATS OF ACCEPTABLE PAINT. REPAIROFABRADEDORUNCOATEDAREASSH CONFORMTOASTM A75093A 5. CONTRACTOR MAY PANT GALVANIZED ASS MEMBERS IF REQUESTED BYTI-E CUENT. CONTFACTORSHALL COORDINATEIMTH PROJECT MANAGER FOR COLOR SELECTION. 9. CONTRACTOR I STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10, CONTRACTOR I STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. ATTHE CONTRACTOR'S OPTION, HEM SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES MEUSED.THESHOPDRAWINGGSHALLINCLUOEA DETAISFORTHE PROPOSED FIELDSPUCESAND SHALL BEAPPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 11. AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WEIRS. 12. SUBMIT ORIGINAL SHOP OMWING$ INCLUDWG COMPLETE DETAILS. SCHEDULES OF FABRICATION AMID ASSEMBLY, PROCEDURES. AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTONS. CAMBER, HOLE AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AM LAND A2.4 SYMBOLS, AND SHOW SIZE LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTN-LED AS WORK OF OTHERSSECTIONS 13. CONTRACTOR SHALL BE RESPONSIBLE FCR RESTORING ANY AREAS OF THE SIZE AT THE CONTRACTOR'S EXPENSE THAT ARE DISTURBED AS ARESULT OF THE WORK ASSOCIATED WRH THE INSTALLATION OF THE PROPOSED IMPROVEMENTS 14. THE CONTRACTOR SHALL VERIFY PROPOSED STRUCTURAL LOCATIONS AND POTENTIAL CONFLICTS BEFORE BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER DESIGN MODIFICATIONS MAY BE NECESSARY AS RESULT. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWING SET AND EXISTING FIELD CONDITIONS. 16. THIS DESIGN IS BASED ON INFORMATION PROVIDED TO JWME BY KIMLEYJIORN AND ASSOCIATES INCLUDING ,PRELIMINARY SRELAYOUTDATEDAUGUST2015 SITE VISIT PHOTOS AND FIELD NOTES TAKEN BY KHA PARTNERS,ARCHITECTS. 17. FOR BEAM SUPPORT DIRECTLY UNDER THE GENERATOR INSTALL C'B NEEDEDTO SUPPORTGENERATOR SEE NOTE ON PLAN VIEW VERIFY GENERATOR ATTACHMENT METHOD. CONTACT ENGINEER FOR ADDITIONAL 5PECIFICATIONS IFNECESSARY. MAXIMUM SPACING OF KSUPPORT BEAMS IS AFT, 15 ADD CROSS BEAM SUPPORT AS NECESSARYTOATTACH EQUIPMENT CABINETS. ATTACH CABINETS DIRECTLY TO STRUCTURAL MEMBERS. CONTACT THE ENGINEER IF NEEDED. 19. THE PROPOSED DESIGN IS BASED UPON EXISTING CONSTRUCTION DOCUMENTSAND HELD MEASUREMENTS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE BUILDING IS IN GOOD REPAIR AND ACODE COMPLIANT STRUCTURE EXISTSALGNG THE PROPOSED CONTINUOUS LOAD PATH OFTHE PROPOSED DESIGN. INSPECT FROM THE POINT OF ATTACHMENT DOWN TO THE FOUNDATION VERIFY EXISTING BUILDING DIMENSIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF CONDITIONS THAT AFFECT THE PROPOSED DESIGN ARE "7 YAMATO ROAD, SUITE 600 BOCA RATON, fL 33431 (561) 995-5500 PROJECT INFORMATION: MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRNE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY rCURRENT ISSUE DATE: LNOVEMBER 2, 2015 ISSUED FOR: LCONSTRUCTION DRAWINGS REV.: DATE:ESCRIPTION: $EAL: Kyrdit VXCEIYs.' No.25349 0 e STATE OF �[�\ I I�l EIZ� - JAN ENGINEERING, MC w !w Yexo 4915NW43NSTREET P.35 505d690 WINESVILIE FL M06 RW64C"824 CA92NN9 e:Iwm49lrsrron91nee0n9.eom PROJECT DATA: ME NGME 0ANER/PRCP. uGS.: GI➢G. MEPT. / Z NIXG MIMING COOS 5. EEOVFl CON) NNGDA..N G.1 DRAWN BY CHK.. APV.: BH JWM SMB CENSURE: -N WAYNE WSHCE, PID, PE H-j. 49 SITPHEN MATIHEN BELSFA PE R/67514 HEET TITLE STRUCTURAL NOTES SHEET NUMBER: s-1 KHA Job #: IGmley)»Hom.; I]] YAMATO ROAD. SUITE 600 60C RATON. R M131 (561) 995-5500 -PROJECT INFORMATION: MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY :CURRENT ISSUE DATE: NOVEMBER 2, 2015 =ISSUED FOR: CONSTRUCTION DRAWINGS ••,�;C Ep3F�ivn� No. 25349 A �M L * 1 9iu ll: / STATE OF " A JtNh1EN01NEERINGLLC wnv.}mme.m 4915 NW 43N SiR P. 353505-0090 GOINESVILLE. FL3M09 F. 866624 V CPO20619 e:rym,an9ineenn9uem :PROJECT DATA: 9T NAUE sr6 nnDREss: ../RROP. SLOG. DEPT. / ZONNc W WI.G CODE: sN.,1.(A14).O e..K®E :DRAWN BY:=CHK.: APV.: BH JWM SMB =LICENSURE: JOIN .-C 41S - 110, PE R- IS S7RKE YATMEN SE . PE R/51514 SHEET TITLE: FRAMING PLAN AND SECTIONS :SHEET NUMBER S=2 =KHA Job #: GB G1 301 :TO: BEAM CONNECTION DETAIL G3 SCALE Y=1'-1W GL BEAM ABOVE TCIP PI ATF VICVV _/.y I I F .COLUMNS BASE WEL➢ 1 I B� LLD' BOTTOM PLATE ELEVATION v.FLD•r TOP PLATE ELEVATION COLUMN DETAIL SCHEDULE EX COLUMN (SEE NOTE2 & PLATE ME 304 Bt TO @ BEAM CONNECTION DETAIL 53 GCALE:3'=1- 1' BEAM(TYP) L -- — &BASEN I a—f BASE 1 I I 1'STIFFENER I I PLATE LTYF) WEID'1' L BOTTOM PLATE VIEW'B" COLUMN G WELp A B C O E F REMARK NUMBER 'I TOP PLATE 6-0Q' 1T WC 11? 11? G1 SQUARE 4 Y1SMNNCOLUMNVVE��BASE gr PLATE 1T 12' G1 W, 1W lUr BOUARE 4 6HC AROUND ROOFDECK Bi 3IP9A325% B2 14'O HILT(HAS GPLVANI2ED STEELTHREPOED ROD WRH HITlIY200 EP0%T, MIN, EMBEDMENT=4' DUAL 303 NOTES L SEE DETAIL 403ON" FOR ROOF PITCH POCKET DETAIL 2 MAIN COLUMNS BASE PLATES SHALL BE CENTERED ON UNDERLYING CONCRETE COLUMNS. CONTRACTOR MUST VERIFY E)QSTING UNDERLYING COLUMNS AN) NOTIFY ENGINEER IF THERE IS ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS. FRAME DIMENSIONS AS SHOWN ON S1 "Y NEED TO BE ADJUSTED i VERIFY DIMENSION'A' IS APPROAMATELY EQUAL TO FLANGE WIOTH OF WF MEMBER FOR TOP PLATES 303 BASE PLATE DETAILS S3 SCALE MS 302 TYPICAL STIFFENER DETAIL Sd SCALE NT.S LEGEND G1 GIRDER. WiM26 B1 BEAM, wlaas B2 BFAM, WBr10 GB GENERATOR BEAM. WI1 6(SUPPORT FOR GENERATOR GEE NOTE tT ON St) C7 COIUMN4XWM HANDRAIL U1?GALV. STEEL HR (SEE DETNL506 ON G ) EC` EY Ititi ITC01:: ETE CClVAN'i I F. ® MCNICHOLS GWIM4) V i j' GALVANII G FINISH GRATING (INSTALL OVER ENTIRE ELEVATED AREA INSTAL. PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING o- ROW DESIGNATION QCOLUMN DESIGNATION INSTPL,STIFFENER V.I.F. VERIFY IN FIELD **- INSTALLMEEBRACE >Tl TAMATD ROAD. SUITE 600 BOCA RATON, R 33431 (561) 995-5500 PROJECT INFORMATION: 68824 EJENSEN OCEAN URIVE COUNTY CURRENT ISSUE DATE: NOVEMBER 2, 2015 ISSUED FOR: CONSTRUCTION DRAWINGS REV.: DATE:DESCRIPTION: SEAL: `.o�,; �,,' p!: No. 25349 '1 cn * 1 0 E 7a� ; STATE OF it P FIAN 5WIMVA -WM!�)E� G .M'M ENGINEERING. LLC wxx.)wre.co 4915 NW 43M STREET P. 352505A390 GNNESVILLE• FL 32606 F: 66fib2L4820 CM28619 e:)mm®Immen9ineeM9.wm ROJECT DATA: SITE NANE SITE ACOREES ONNER/GRM, BLOC DEPT / ZONWO' BUILD I,G CODE 5N ..I'm DIIN) fl0Pm4 WI.I. Q S DRAWN BY:=CHK.: LBH JWM SMB LICENSURE: "N WAYNE MISHDE. 11D. PE RR 9 STEPHEN MATTHEW SELSES. PE R067514 SHEET TITLE• DETAILS HEET NUMBER: S=3 KHA Job #: IGmlep)Hom 6 x BEE NOTE LADDER NOTES (TYPICAL) HR 1, LADDER FABRICATION SH COMPLY IMTH ALL OU APPU CGBLE OSHA REQUIREMENTS. ' HR ti ¢ 2 MEN OSHA CONSTRUCTION RN MEMB OSHA 3BLAR CLEARANCE CONSTRUCTION DPAVANGS, OSHAREONREMENIS pERPENDOBSTR TION BWYL PREVAIL TO OBSTRUCTION A ALLNELOING SHALL BEINACCWDANCEK THE (SEE NOTE 6I SFE NOTE9 I SEE NOTE CODETODEPoR WELDINGIN BNlf11NG CONSTRULTON'CAWSOIO) SEEHGAL) W d. RUNGS SHALL BE WIN CORRUGATED, KSTANT , (iV%CAL) O DIM FILED. COATEDWINB ID TREATED TO SUPPING, Al- OR OTHERN13ETRFATEDTO MIMMI2E o suPPIrvG. TOP RUNG SHAL BE LOCATED AT THE LEVEL OF THE LW DING LATERANY SERVED BY THE LADDER. G V w w0 UNABOIDABUE. THE MINIMUM EUARANICETOOBSTRUCTION CANBE REDUCED TO2MINg T. RUNGS, RNLS AND BRACES SHALL BE FREE OF SHARP EDGES, SPLINTERS, BURRS OR PROIECTONSIMCHMAYBEAHA2ARD 6, THE DISTANCE BET0EEN RUNGS SHALL NOT EXCEED 121NCHESANDSHN-LBEUNIFORM O III IN. THROUGHOUTTHE LENGTi OFTiE1AppER a DAN R & INSTALLPOSTSOTIATAPOSTISLGCATED (SEE NO 4) ADIACENTTOHRYf AMIRCLFPAN6EOFT 0 TOP OF LANDING t? PLATFORM EG AS BEE NOTES (30' MIN. LENGTH) 39' MIN. Q4-MIN, WIDTfB �- TOP OF CARAT O m F TOPOF I LANDING zW GRATING Ii I € .)' PLATFORM EQUIPMENT y PLATFORM TOP OF TOP RUNG ' LEVELEG W TOP OF 0 BEAM LANDING PLATFORM. u 127x 6'x4•' mad GUSSET PLATE PC AC z d-MIN. Hi SIDE RAILS SEEWTE3i O _ @EACH SIDE RPIL 2I2 A31V THCK. p 0 112'MIN. 11?MIN. z o STEP ACROSS Q 2 �T'MIN, y n MAX DIAGONAL 0 CONNECTED TO GUSSET F PLITEATEOUIPMEM MIN. fEz SEE NOTE u PLATFORM. b= TYPICAL) NOTE: 45• DIAGONAL BRACING NOT — SEE NOTE] (TYPICAL) SHOWN FOR CLARITY. SEE SIDE ELEVATION. ROOF i z 1 (MLR) m rc u ROOF -0-PITCH L— PLATFORM CLIMBING SIDE S1DE LADDER FRONT ELEVATION q01 LADDER DETAIL LADDER SIDE ELEVATIONS SCALE N.T.S.SCALE: N.T.S. B< BCAL£N.T.S ISOu SPRING N 1. ATTACHGENERATORTOBEAMSONLYTHROUGH SPRINGPADNBRATION ISOLATOR$APPROVED BY GENERATOR MANUFACTURER 101Z GENERATOR CONNECTION DETAIL B SCALENS,S. LEGEND G1 GIRDER,W12#6 87 BEAM.mW6 B2 BEAM,WBxID G-8 GENERATOR BEAM, lffl 2 (SUPPORT FOR GENERATOR SEE NOTE tT ON S1) (:i COLUMN4X4XW HANDRAIU 1-1?G V.GTEEL (SEE DETAINDS ON SA) r IECi EkI5i1::'i C::^&:BETE C'_G:':'A JIF. ® MCNICHOLSGW(19W4)1•x]•GALVMLo (x` FINISH GRATING INSTALL OVER ENTIRE ELEVATED AREA =A-1. PER MANUFACTURER'S SPECIFICATIONS) DIRECTION OF GRATING o- ROWDESIGNATION 4 COLUMNDESIGNATION INSTALLSTIFFENER V.I.F. VERIFY IN HELD 44- INSTAU-MEE BRACE 18GA GALV. STL PAN SEAM & SOLDER ALL As. SET IN HOT BITUMINOUS ROOFING & COATED W/PLASTCCEMEM, FILLPAN FLUSHWIPITCH REPAIR/REPLACEWST. ROOFING W BEYOND AREAACFECTED W WORK - PROPOSEDEQUIPMENT FRAME DUSTING STRUCTURAL J ROOF DECK (SEE NOTE I) FILL Al NEW ROOF INSULATION TO MATCH NOTES L CONTRACTOR IS TO VERIFY THAT THE EXISTING STRUCTURAL ROOF DECK 15 CONCRETE IF THE EXISTING STRUCTURAL ROOF DECK ISANY OTHER MATERIAL THE CONTRACTOR 15 TO REPORT THE AS -BUILT CONDITIONS TO THE ENGINEER PRIOR TO INSTALLATION THISMAY RESULT INADELAY IN CONSTRUCTIONTIME 50 THAT THE EINGEER CAN VERIFY THAT THE AS BUILT CONDITIONS WILL MEET THE DESIGN REQUIREMENTS. 403 ROOF PENETRATION AND CONNECTION DE 5i WE t404 TYPICAL CHAMFER DETAIL B-0 SCALE: NT.S. G 405 c1 AND RT O ct CONNECTION DETAIL 1-1?O GALVANIZED SCH 4D PIPE POST -MATCH LOCATION OF E1CH CROSS -BEAM (WELD TO STFFNER PLATE) MAXSPACING=PUMA% O.C.(TVP.) t 1TT SHE I I tt �— StlS D1 - (TYP. BOTH CORNERS) TOE PLATE 1I4Nr CONTINUWBWIID I-1¢'o GALVANIZED SCH. 40 PIPE TO POST RAILGRIND ALL MDS(TYP.) REMOVABLE RAIL TOE PLATE t/hP— CONNECTIONDETAIL GONTIWOU&VYELDTO POST SEE Dt T•GAUB SCH 6D PIPE TYP \-1?STIFFNER PLATE D2-REMOVABLE RAIL r CONNECTION DETAIL 9406 TYPICAL HANDRAIL CONNECTION DETAIL 5-0 SCALE NT.S MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY _CURRENT ISSUE DATE: NOVEMBER 2, 2015 CONSTRUCTION DRAWINGS No. 25349 :4 STATE OF O cC D LANS EA tip elmO.LUG IWAIE ANMENGINEERING,LLC xwxrym¢.co 4915 NW43rd STREET P.3521.8E8 GANESVIUE,FL32M6 F: 86652.824 GA1128819 e:Imm6pi ncineeMP.mm 511E N.C. STE ADDRESS BLGG OMT. / ZONMG: BALDING CWG 5N Wm CSIR ROMA MUSK ME I BH I JWM I SMB I .XNN .-E MISROE, -0, PE R/25349 SUPHDI MATFBE. BELSER. PE iL/6]514 DETAILS S=4:j =KHA Job #: ELECTRICAL NOTES I. GENERAL A ME CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON ME DRAWINGS. DENS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. B. ME CONTRACTOR SHALL WORD. W/VRIZON WIRELESS FOR PERMITS & INSPECTIONS VERIZON WIRELESS SHALL, OBTAIN ALL PERMITS. SCHED.. INSPECTIONS. & APPROVALS. C. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND ME LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. APPROVED. D. THE CONTRACTOR SHALL BEFORE SUBMITPNG HIS 810. VISIT ME SHE OF ME PROJECT AND BECOME FAMILIAR WITH ME CONDITIONS. NO ALLDWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF ME CONTRACTOR TO OBSERVE THEN E. EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH VERIZON WIRELESS, ME BUILDING OWNER AND OTHER TRADES. F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND WE, SUBSTITUTION SHALL ONLY BE MADE WIN ME APPROVAL OF ME ENGINEER ME CONTRACTOR SHALL SUBMIT DECALS OF PROPOSED MATERIALS. REASON FOR CHANGE AND CHANGE IN CONTRACT MOUNT. 2. SCOPE OF WORK A ME CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ME AS FOLLOWS: 1. PROVIDE ELECTRICAL SERVICE AS INDICATED ON ME DRAWINGS. 2. PROVIDE SERVICE EQUIPMENT MOUNTED AS INDICATED ON DRAWINGS. 3. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AS INDICATED ON DRAWINGS. 4. COORDINATE ELECTRICAL SERVICE WIN POWER CO., CONTACT REP PRIOR TO CONSTRUCTION. 5. COORDINATE TELEPHONE SERVICE WITH TELCO CONTACT REP PRIOR TO CONSTRUCTION. 6. INSTAIL WIRE AND CONDUIT AS INDICATED. 7. PROVIDE GROUNDING AS INDICATED ON DRAWINGS. 8. RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. CUT AND PATCH CONCRETE AND/OR ASPHALT AS REQUIRED. 9. CONTRACTOR SHALL CLEARLY LIBEL DISCONNECTS. METERS, BREAKERS. TELEPHONE TERMINAL BOX AND OMER RELATED GEAR. 3. CONDUIT A CONDUIT SIZES AS SHOWN ON ME DRAWINGS ARE A MINIMUM. ME CONTRACTOR MAY INCREASE AS REQUIRED FOR EASE OF PUTTING. B. CONDUIT TYPES AS FOLLOWS: 1. ALL ABOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. 3. CONCEALED CONDUIT IN WALLS OR ABOVE COUNG MAY BE EMT. C. ALL EXPOSED CONDUIT SHALL BE NEATLY WSTP11E0 AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL CONDUITS SHALL HAVE BURRS REMOVED WIN A REAMER. CONDUITS ENTERING CABINETS SMALL NAVE LOCK NUTS INSIDE AND OUR UNLESS ENTRANCE 15 THREADED. NYLON INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT TERMINATIONS. GROUNDING PROTECTION SYSTEM NOTES: I. PROVIDE 'CABLE ENTRANCE GROUND BAR' (CEGB). 3'H X 61 % 1/4'0. MOUNT AT .2'-U' AT TELCO BOARD. (OPTIONAL. ONLY WNEN REQUIRED BY VERIZON WIRELESS) 2. PROVIDE A GROUND RING BURIED A MINIMUM OF 18' BELOW GRADE. THE GROUND RING SHALL BE INSTALLED 2 -0 AWAY FROM FOUNDATION (MINIMUM UNLESS SHOWN ON LINKING). 3- BOND FENCE POST TO GROUND RING USING AN EXOTHERMIC WELD. BOND FENCE WTE TO POST WITH A UX19LE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMICALLY. TYPICAL FOR ALL FENCE PLANES WITHIN 12 FEET OF TOWER FOUNDATION. FOR FENCE PLANES BEYOND 12. EXTEND 1,}2 TO EACH PENCE PLANE TO ANY PLANES WMIN 50'. 4. BOND DISCONNECT SWITCH. METER. TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED GROUND RING AS THEY CROSS. 5. EACH LEG OF THE WAVECUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE BURIED GROUND RING. EKOMERNICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE STRUCTURE AND BURIED GROUND RING PUCE 5/8'XIO' COPPERCLAD GROUND ROD AT 10' INTERVALS ALONG WAVEGUIDE PAN. 6. BOND REPAIR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO BURIED GROUND RING. EXOTHERMICALLY WELD A #2 TINNED SOLID COPPER CONDUCTOR TO ME REM AND CONNECT TO ME BURIED GROUND RING. 7. PROVIDE INSPECTION SLEEVE AT ALL BURIED GROUND RING EXOTHERMIC CONNECTIONS. & PROVIDE BONDING CONDUCTOR(S) FROM ME BURIED GROUND RING TO ME ANTENNA CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR IENGM. FINAL EXOTHERMIC WEDS TO COPPER BUS BM OR ME ANTENNA CABLE INSTALLER. 9. E%OMERMICALLY WELD BONGING CONDUCTOR i0 COMMUNICATION STRUCTURE LEG AT 1'-0 ABOVE PAD AND BOND TO BURIED GROUND RING. PROVIDE A 3/4" PVC SLEEVE WITH A GRADUAL BEND IN ME CONCRETE FOUNDATION. 10. 5/8'%IO'-0- LONG COPPER CUD GROUND ROD. 10' SPACING BETWEEN RODS (NON- UNEM). TYPICAL FOR ALL GROUND RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APPLICABLE It. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF GROUND. THE RESULTS SHALL NOT BE GREATER MAN 5 OHMS. 12. AL CONNECTIONS TO GROUND SYSTEM SHALL BE MADE IN UNE WIN BENOS NOMINAL 12' RADIUS IN ME DIRECTION OF CURRENT ROW. T-CONNECTIONS WILL NOT BE ALLOWED. 13. ALL BENDS IN GROUND WIRES SHALL BE NOMINAL 12' RADIUS. 14. ANTENNA CABLES SHALL BE BONDED AT EACH ENO. RUNS GREATER THAN 150' SHALL BE BONDED TOWMDS MIDDLE OF LENGTH. COORDINATE LOCATION WIN VERMIN! WIRELESS' PROJECT MANAGER. 15. WHEN APPLICABO, CONTRACTOR SHALL BOND FRAMES TO MR OMER & TO GROUND RING VIA NO PANS. WORD. WIN VERIZON WIRELESS' PROJECT MANAGER I6. CONDUCTOR CAN PROVIDE ONE OF ME FOLLOWING AS DIRECTED BY VERIZON WTREESS PROJECT MANAGER: ME SECOND OPTION IS PREFERRED. A CADWELD EACH CABINET GROUND WIRE TO GROUND RING AS SHOWN IN EQUIPMENT GROUNDING OEWL B. WOWE.D EACH WIRE TO A i/4-X4'X12' MIN. COPPER BUS BAR LOCATED BEHIND RADIO CABINET. EXTEND A /2 WIRE FROM EACH ENO OF COPPER BUS BAR TO GROUND RING. 17. PRONGED BRAIDED BONDING JUMPERS BETWEEN EACH RATE AND POST. Cab 2P-20W ATS A-36 PPG BOND TO PROPOSED PLATFORM, W. CO6 TELCO/FIBER POWER CABINET - CABINET PNLBRD ALARM A VERIZON VERIZON VERIZON g 120 GENE, Im BLOCK WIRELESS AMELEVERIZON WIRELESS WIRELESS 35KW GENERATOR; ; BAKERY CABINET CABINET CABINET CABINET d_ PER M CABINET WIRELESS WIRELESS STANDARDS TVS I 9 CO2 C09 C05 C08 /2CU GROUND TO ROOF EQUIP, W. A-57 A-1,3 g CND A-2.4 RELOCATE EXISTING ELECTRIC - - e CONDUIT AND WIRES, PROVIDE PROVIDE NEW METERSTACK CIO ALL HMDWME AND LIBOR WITH No METERS AND PROVIDE BUSDUCT TAP BOX a ANp IXIErvI AS REQUIRED TO 2P-200A BREAKERS AS REQUIRED MAKE FUNCTIONAL a ROVIDE A 2LAIN DISC. PY DMLOAD W E O 5� ON DISC MEER „ PROVIDE MNM 4% G. WITH RULLIRED ER GM EMETIC. REWIRED PER D I O PROVIDE A 2 METER STACK METECENTER - SHUTDOWN PUSH NEC CDI - WIN 2P-200A BREAKERS. COMPATIBLE WIN EXISTING MUERGBIIERS BUTTON, PER NFPA REQUIREMENTS 2P-200A DOUBLE EXTEND EXIST. BUSOUCf W/NEW BUSDL THROW RATS SWITCH, 1600A 600E RATED, 3m, 4W SO D OR EQUAL. WIN LOOS NEUTRAL. MATCH Dig. WIN NEMA 3R, WALL MOUNTED EXIST. WIREWAY SINNES BUSS DUCT MODEL AND 100H I: - - RATING. TOP BOOR EEC ROOM PROVEMETER PER POWER CO 2P-200A CB. MAi 919. CO3 NTS - GRAD BOORISO = SOUTH E%f. EXIST. I600A 6WV RATED DI WALL 200E 2401, to GENERATOR PECEPTAIXE, FOR PORTABLE GENERATOR ROUTE CONDUITS 30,4W W/100% RATED NEUTRAL SIEMENS BUSS g (SERVICE ENT.) O EQUIPPED. WITH A MAIN CO.; WORD. WITH VERIZON WIRELESS OEM ALONG DUCT WORD. LOCATION LOCATION ALONG REAR OF BOG. APRIETON 3W, 4 POLES. REVERSE TO F2O/�208 W/EILDG. OWNER SERVICE, MODEL MR20044R5 STYLE 2. OR APPROVED EQUAL EXTERIOR OF BLDG. i AND VERIZON 1VIRELE55 CPN MAN ELEC. ROOM GROUND BOOR d ` ' EXIST. BOG. EEC. cepuuD ELECTRICAL RISER DIAGRAM 208V LOAD CALCULATION TOTAL LOADS AMPS EXIST. 30DAY PEAK LOAD ON 40M METER -- CENTER MAIN PROPOSED VERZON WIRELESS 80 TOTAL LOAD VERIZON SERVICE PROVIDED: 206E IC/0, /3/CCU NOTE: PROPOSED NEW SERVICE IS BELOW 2% VOLTAGE DROP SYMBOLS ♦ CADWELp WE CONNECTION ® 5/8' XIO'-0' COPPERCLAD GRIND. ROD W/1NSP. SLEEVE 0 5/8' X10'-O COPPERCLAD GRNO. ROD ■ MECHANICAL WE CONNECTOR - - - 82 TINNED SOLID BARE CU WE (3)-2' CONDUITS (2)-2' CONDUIT, I WITH FIBER WORD W/RlCO REPRESENTATIVE AND VERIZON WIRELESS CPM C01 CONDUIT TAG 1: REFER TO RISER M-1,3 CONDUIT TAG 1; PANEL SCHEDULE ® GENERATOR RECEPTACLE - -- UNDER GROUND ELECTRIC CONDUIT - -- UNDER GROUND TELCO CONDUIT ABBREVIATIONS ANT ANTENNA AM AMERICAN PARE GAUGE BCW BARE COPPER ORE PAY RACEWAY TUE. TYPICAL ON RIGS RIGID GALVANIZED STEEL .ITS MIN MANUAL TRANSFER SNITCH ET PROPOSED ROUTING IS THROUGH STACKED EEC. ROOMS, SIMILAR TO ELEC CONDUITS r 2/0 CABLE TO SPECIFIED BOND POINT EMT ELECTRICAL METAWC TUBING DWG MINING UPS. UGHMING PROTECTION SYSTEM S.S. STAINLESS STEEL PNL PANEL CUP. CURRENT UNITING FUSE OEM COAST. PROJ. MANAGER AM AUTOMATIC TRANSFER SWWTCH (TYPICAL) . TINNED. COPPER MITE OTODSTEEL FIRA AM % 4' % 18' \\\\vv COPPER BUS BM \�2/0 WIRE �I DIRECTIONAL BEI NOMINAL. RADIUS DIRECTIONAL BEND. CAOWFID TO 2/0 CABLE GROUND PLATE DETAIL NTS C&W engineering GROUND FLOOR ELECTRICAL CONSULTANTS vm PROPOSED U.G. CONDUITS TO ROAD R.O APPROX. 400'COORDINATE NEW FIBER SERVICE W/TELCO urt.N GAT VMN vu R. 1w11 w-.... REP & ON VERIZON WIRELESS WN REGISTRATION NUMBERS c .. NlmMwxc a000cxu RISER DIAGRAM YLl7I�Olfwireless 777 YANATO ROAD. SU17 WO BOCA RATON, IL 33431 (561) 995-5500 PROJECT INFORMATION: MIRAMAR I SITE No 68824 9950 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 ST. LUCIE COUNTY CURRENT ISSUE DATE: 2 NOVEMBER 2015 [ISSUED FOR: CONSTRUCTION DRAWINGS EV. DATE: DESCRIPTION: SEAL to L ccOxx L r1fFn Y L K�A 'L7/� E 015 LANS PREPARED BY: Komley»)Horn © 2014 MINLEY-HORN AND ASSOLYATES. INC. 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 POPE CACON696 ROJECT DATA: RAWN BY CHK.: APV.: CGW JLR DGW ICENSURE: KERN K. MARAM PE 71455 ARNOLDO A. ARTLES PE 70645 MARIA V. MARTIN PE 72397 HEFT TITLE: ELECTRICAL RISER & DETAILS HEET NUMBER: 1 KHA Job r 04404'832 A E INSTALLATION NOTES: L CONTRACTOR SHALL PETER TO CENSET SHOP DRAWINGS AND COORDINATE W/ VERIZON WIRELESS CPM THE INSTAMARON OF All ELECTRICAL CONNECTIONS 2. CONTRACTOR SHALL PROADE GROUNDING TO PROPOSED GENERATOR/GENERATOR PLATFORM, PETER TO MERIZON YMELESS GROUNOING STANDARDS 3. ALL CONDUITS SHOWN ME DIAGRAMMATICALLY DRAWN, CONTRACTOR IS RESPONSIBLE TO COORDINATE THE ACTUAL INSTALLATIM, MOUNTING HARDWARE, AND ROUTING WITH VERIZON WIRELESS CPM. 4. PROVIDE PULL BOXES AS REOURED BY NEC PROPOSED ATS E01 PROPOSED TELCO PROPOSED 1 PROPOSED EQUIP BAR, 1 PROPOSED ROUTING OF POWER CONDUITS R &ONG ROOF AND DOWN THRU BLDG. INTERIOR AND ALONG CEILING OF TOP FLOOR AND INTO TOP FLOOR ELECTRICAL ROOM FOR POWER. ROUTE TELCO AND EMEGENCY CENSET RECEPTACLE CONDUITS DOWN THROUGH STACKED ELECTRICAL ROOMS DOWN TO GROUND LEVEL ELECTRICAL APPROX LOCATION OF OUSTING STACKED ETEGIRICAL ROOMS PROPOSED ROUTING OF TELCO AND GENERATOR RECEPTACLE CONDUITS ALONG CEILING OF TOP FLOOR OF BLOG. TOWARDS ELEC. ROOM, PETER TO ELECTRICAL AND TELCO RISER DIAGRAMS ON E-1 CONDUIT SCHEDULE COND TAG COND SIZE WIRE SIZE FROM EQUIP TO EQUIP COMMENT C01 2' 3-3/0,Id6 METERCENTER ARTS SWITCH CO2 2' 3-3/0,116 MTS SWITCH ATS SWNCH CO3 2' 3-3/QI$6 MTS SWITCH GEN. RECEPTACLE CO4 2' 3-3/O.1/6 ATS SWITCH PPC CABINET LBS 2' 3-3/O,ID6 ATS SWITCH GENERATOR MCB CO6 2' 1 CAT 5e ATS TELCO CABINET COJ NOT USED 08 3/4' 4/6 ATS SWTCH 1V55/OB 109 3/4' 2/12 ATS SWTCH GENERATOR CP GEN, START/STOP CIO 3/4' 3/14 GENERATOR EMERGENCY KILL SNITCH A-30,32 3/4' 3112 PPC PANELBOARD GENERATOR HEATER CKT IP-20A CB A-34 3/4' 3#12 PPG PANELBOARD GENERATOR BATTERY CKT IP-204 CB A-35 3/4' 3112 PPC PANELBOARD TELCO/FIBER CAB RECEP IP-20A CB A-1,3 2' 3#2 PPG PANELBOARD WIRELESS CABINET 2P-80A CB A-57 2' 3#2 PPC PANELBOARD WIRELESS CABINET 2P-BOA CB A-2.4 2' 3#2 PPC PMELMARD WIRELESS CABINET 2P-8CA CB GND P 1/0 EQUIP GROUND BAR EXIST. BLDG GROUND TUA 2' PULLCORD TELCO/FlBER DEMMC TET.CO/RBER CAB TOB 2' PULLCORD TELCO/FIBER DEMMC TELCO/FIBER CAB i02 2' PULLCORD TELCO/FlBER CAB AIRLESS ED. CAB iO3 2' PULLCORD TELCO/FlBER CAB WIRLESS ED. CAB ID4 2- PULLCORD TELCO/FlBER CAB WIRLEBS ED. CAB RMF REFER TO ENIPRGED ROOF PLAN ABOVE ._.t�.../.j ROOF i0B L010 // PROPOSED ROUTING CO CONDUITS PENETRATINGCO ROOF, ORDINATE WIRELESS CPM AND BLDG. OWNEEZON OWNER PROPOSED ROUTING OF CONDUITS EXIST. EOUP PENTHOUSE ALONG WALL/ROOF .. iI PROPOSED ANTENNA SECTORS /2 GROUND TO ANTENNA SECTS � !I PROPOSED U' GCS ME UNE. PETER TO OTHER DRAWINGS PROPOSED +2 GROUND JUMPER TO PROPANE TANK, TWO LOCATIONS TYR. PROPOSED GROUND ROD, IYP 11 ELECTRICAL ROOF PLAN GROUNOE LEVEL PLANS TOR COMPLETE SITE PLAN EOUIPMENT PLATFORM FOR GENERATOR AND EQUIPMENT CABINETS. REFER TO OTHER DRAWINGS 5 C&W engineering ELECTRICAL CONSULTNJTS mA WnA cum.., RArz a vesT cuR ePM ti vni Lu0 AM-sm REGISTRATION NUMBERS c e • wmmmw omwxu R4E c v+Aw n¢n ri rt uc1A INSTALL OWNm HED VEPoZON WIRELESS RELESS PANELBOARO A W/MOOUTAR SURGE R PROTECTION k 8 PROPOSED PROPOSED PROPOSED PROPOSED BATTERY MREIESS WRELESS WIRELESS CABINET CABINET CABINET CABINET OF N TO AC PO b SOURCE U.BB. EACH IN CKT. (SEE RISER) ALL PNRNNA CABINETS ME W TNNED SOLO CO'PEA S U.L USTED AC CABINETS MEN WE 50' NAX CO4NECT EXTEND TO OROINO 9NG TECHNOOCY EOIHPMENT. TO 2/0 CAGE ACCESSORY 210 TINNED STRANDED COPPER GBIE (SEPARATE RUN FROM BUILDING'S @ CONTRACTOR SHALLERZONN ALL GROUNDS IXISIING ROOF IL UPPER BOOR GROUNDS) ANO LAYOUT OR INSTALS PROJECT BONG TO ELECNC IXSTING GROUNOINC MANAGER PPoO2 TO INSTMIATION. FIECTROOE OR $INIUA9 MADE a GRWNOINC ELECTRODE AT GROUND LEVEL iXTE TINNED SOUR GROUND CONDUCTOR R EXTEND i0 SUPPORT FRAME/STRUCTURE AND CAONIUD i C WOUIPMENT GROUNDING DETAIL NOTE ALL BONGING TO ANTENNA SECTOR MOUND BARS IS MECHANICAL GROUNDS FOR RF CABlES TYPICAL )TIFICA 9 GROUND }2 WIRE EXTEND WIRE i0 PHIFNFU f STRUCNRE(S) KEEPING 24' MIN. FROM ANTENNA CPBLES. DO NOT BONG TO ANY IXISf. BLDG. ROOF GROUND SYSTEMS E%OiHERNIC WELD (1YP.) VERIZON WIRELESS GROUNDING STW1. BE INSTALLED AS A SEPARATE GROUNDING SYSTEM (NOT ATTACHED TO ROOF GROUNDS OR LIGHTNING PROTECTION SYSTEM). NO BONDING TO EXIST. ROOF GROUNDS SHA L BE ALLOWED BETWEEN NEW VERIZON WIRELESS GROUNDS AND ANY EXISTING BUILDING GROUNDING OR UGHTNING PROTECTION SYSTEM AT ROOF OR UPPER FLOORS. SEE ROOF PLAN FOR LOCATIONS OF . III ANTENNA III III EXISTING WALL } EXOTHERMIC NOD (TYP.) ANTENNA ANTENNA POST 2 Cco� TINNED BOND W E ANTENNA SECTOR GROUND ANTENNA BAR CAM SHIELD WIRE ANTENNA LPS 2/0 CABLE EXTEND TO UPS NOTE COORDINATE WTH PROJEC MANAGER, IN -LINE CRIMPING ONLY WHERE NEEDED ANTENNA GROUNDING DETAIL WALL MOUNTED NTS C&W engineering ELECTRICAL CONSULTANTS m MA nMdl,n. 9JIIC Gfi Rf cNY 4/pL R. v6ll REGISRRATION NUMBERS c e � va�w +a cmm�u 6YE G YWI(f1R11tlYL M ]6916 FILE'Cur I �