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HomeMy WebLinkAboutMINOR ADJUSTMENT TO A PUD SITE PLANGOLF COURSE b M sj GOLF COURSE EX.RESIDENCE �i[F Copy MINIATURE GOLF COURSE LIMITS EX, TEE BOX EX. 12" PINE EX. - T1 CABBAGE PALMS Eel F• i SIGN NO. FP-21-06 2n AND FTP-22-06 8'WHITE - N iTP.2 T �o m a= 3 3 of z LL = M 600 `O 4' WHITE 3 PDISARKINGBY ABLED 'O 'O PERMIT (3)6' ONLY WHITE CHEVERONS $250 FINE EVENLY SPACED F.S. 318.18 flP3&06BOT i 12' 5' NOTES: 1. HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN, 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FDOT STANDARD INDEX #17355, SHEET 4 OF 11. HANDICAP SPACE DETAIL N.T.S. } P. DECK tt r _;911 S.F. r EX C O61C; S1t�bL -. %' �•.i ��� EX. COVERS DECK r O PARCEL r rrr sri's ssyrr �y ssJr rrs rs r .� +% :�I % ?JJr S�tJt'f jtftttl ) �5,511rrfS iSjjr "r r EX. C85 FAZIO ROOM BLDG. i irs'rs srrr�rs�s� 8,143 S.F. ijrrri its F.F.E. = 33.33 N.G.V.D. 1929 6'H EX. � • WOOD �0 FENCE EX.ASPHALT {1I !3 7 9 41-1)) IN EX.ASPHALT 497.37' (C) EX. DOG PARK a" y 2' 16' TYPICAL PARKING STALL 1"=5' ZD ;o 11 :X.ASPHALT LEGEND HANDICAP STALL <' TRAFFIC FLOW DIRECTION EXISTING WATER MAIN �— EXISTING FORCE MAIN rH ------�— EXISTING EDGE OF PAVEMENT 7 PROPOSED LIGHT FIXTURE O EX. CLEAN OUT ' 40 LOCATION MAP N.T.S. S22 R365 T39E LEGAL DESCRIPTION: 22 36 39 THAT PART OF (GC-1) LYGIN SEC 22 MPD: THAT PART OF SE 1/4 OF SEC 21 AND THAT PART OF SEC22 AS IN OR 542-251-LESS AS IN OR 680-1278 AND 683-2171(MAP 33/22NS) (OR 993-381) PARCEL ID: 3322-122-0001-000-0 CONTAINING 118.08 ACRES DEVELOPER: TYRINGHAM RIDGE, INC. 3468 VISTA GRANDE BOULEVARD CAR50N CITY, NV 89705 SITE ADDRESS: 9000 CLUBHOUSE DRIVE PORT ST. LUCIE, FL 34986 PARCEL IDENTIFICATION NUMBER: 3322-122-0001-000-0 PROPERTY CLASSIFICATIONS: ZONING: PUD- PLANNED UNIT DEVELOPMENT FUTURE LAND USE: RS - RESIDENTIAL PARKING CALCULATIONS: ALL PARKING EXISTING - NO NEW PARKING PROPOSED DRAINAGE STATEMENT: THE PROJECT IS SERVED SY SITE GRADING, INLETS, AND CULVERTS THAT DIRECT STORMWATER TO THE EXISTING LAKES THAT ARE PART OF THE MASTER STORMWATER MANAGEMENT SYSTEM THAT PROVIDES ALL WATER QUALITY AND QUANTITY TREATMENT. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT I5 CURRENT(.Y PROVIDED. MINIATURE GOLF AREA: IMPERVIOUS AREA = 4,923 S.F. PERVIOUS AREA = 7,567 S.F TOTAL AREA=12,490 S.F. SITE LIGHTING: ALL SITE LIGHTING FOR THE MINIATURE GOLF AREA COMPLIES WITH SECTION 7.09.04 (K) GENERAL LANDSCAPING REQUIREMENTS - OFF-STREET SITE LIGHTING REQUIREMENT'S AND GENERAL DESIGN STANDARDS. UTILITY PROVIDERS: POTABLE WATER =RESERVE UTILITIES WASTEWATER = RESERVE UTILITIES IRRIGATION = EX. WELLS CONSTRUCTION 5CHEOULE: CONSTRUCTION START: NOVEMBER2015 CONSTRUCTION COMPLETION: 90 DAYS SCANNED BY St. Lucie County plop= FiEGlJIRED �'f �I�!'') I�P`cCTOAST"ri.9T _' MAYBrEFi , Rf INORDIMTO - �3= FILE COPY ST. LUCIE COUIfh PLAN REVIZV BLDG: DATE: ELEC: DATE: 9 S PLUMB: DATE: MECH: DATE: ST. LUCIE COUNTY FIRE DISTRICT REVIEWED OR COMPLIANCE SUBJECT TO FIEHaFEET TON SEE ATTACHED REVIEWED BY: DATE: >. ay BENRE MUOIG cuc rxnmsvwxsssare �vn,rroB mssrs roeEnwRxEG �crmsnu2cs OIG 9NEYY J Q � W N c 0_ W ON �00 J J 0 Z Wo o za aw Z Q W g Q UIN O 0) Z (D � n �+ N % Z O m 000 O/ O WLQNN LL � J /V11 2 N L � c) r Q Z � I_ w r, (L O 0� 00 v LLI J L j co gJ W Z �� N Z 00 rLLJ � W r� 0 �O L2 � r z w 0 a J N ZZ WJ V/ r D w/A I.i OQ cZ G O U) Z LZ r O C 0 Z J u. Qm LL>> .jU0 O LU � 1') U U V J II N Z alorc = °oQM U O O U U SHEET NO.: OF JOB No. 13-026 ENG RECEIY—ED FEB 23 2016 THE LEGA Y CULT GOLF AND TENNIS .0 Part St. Lucie, FL Robert Foise u DRAWN OY Ip DUI inl u�i� uui�� uuuiw iu�p�ii�� � MATT BAILEY �fig •,� SHEEN: Topo Plan NOTES it H CET SIDEWALK & RAMP SLOPE REQUIREMENTS PER ADA LENGTH MAX. LONGITUDINAL SLOPE HANDRAILS REQUIRED L < 6' 1:12 NO 6'4 L < 30' 1:12 BOTH SIDES ■■ !I RECEIVED - MAR 14 2016 CQ Pu67ic Wanks Sit, LucBe C y, Fj.� W CO p., co � �M4 o Cv `0 co U��L� co NW � a CE5� zLO aaCOQMw SEAL .............. .............. I M 1 30 0 15 30 60 PRACTICE GREENS ( IN FEET ) 1 inch = 30 ft. GOLF COURSE v G ry9eo1Z., o L 4� q0 1 eti tie PROP. MINIATURE GOLF COURSE LIMITS + /U�b T w Z ryes ryA 1 0 tiA rye EX TEE BOX 3 , ; 1 ry'I• / i A rye. GOLF COURSE f qb PINEh eti +ry EX. RESIDENCE Ex. - T CABBAGE PALMS BENCHMARK SMH TOP EL. 29.09 N.G.V.O. 1929 R ., co b m a • 0 0 rye.1 ie � I 1 t____ q�J E B EX. SAN0.09 MH eA a ry TOP EL. N INV. EL 11.17 SINV. EL, 21.10 ee'a q0 ryea ry rye^'4,> EX-. V �C.L. FENCE ebe �,L( ry 01�Y EX. DOG PARK NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). TO CONVERT FROM N.GNA ' 29 TO N.A.V.D. '88, SUBTRACT 1.48' FROM THE N.G.V.D. ELEVATIONS TO GET N.A.V.D. ELEVATIONS. BEFORE YOU DIG cau ixo r!)susmess Dore wan FaR TxE w*s ,o sE nuw:Ea BESVECTME WWNs 0/G SiFECY AQN' 0 � . ';•�X cONc rye qq1�,; e,� 9 e` ryoye h .p 0 • - � '>� n rye bb e9sa ��• 30.57 PROP. DECK �„ 811 S.F. <f' EX. COVERED"'w �299 24*1,7 by ••DECK no iFi�."P EX. CBS FAZIO ROOM BLDG. 8,143 S.F. F.F.E. = 33.33 N.G.V.D. 1929 EX. SHUFFLEBOARD COURT 0 rye. EX.ASPHALT ob PIT +tie. b\ ryq. 0rv' +rye .yb +rye 1\ rye. 0 +rye EX.ASPHALT rye.P 29.53 71FF , ?J,1.qti?`. 0.ry 32.64 SPHALT ,�1 rye LJ LEGEND 0. + EXISTINGGRADE ELEVATION T/CURB 21.50 21.00 B/CURB PROPOSED ELEVATION (H.P. = HIGH POINT) RUNOFF FLOW DIRECTION „--- EXISTING WATER MAIN F" - EXISTING FORCE MAIN ------ ----- EXISTING EDGE OF PAVEMENT i�i PROPOSED CATCH BASIN O PROPOSED CLEAN OUT SIDEWALK & RAMP SLOPE REQUIREMENTS PER ADA LENGTH MAX. LONGITUDINAL SLOPE HANDRAILS REQUIRED L < 6' 1:12 NO 6'< L < 30' 1112 BOTH SIDES 6'4 L < 50' 1:20 NO MAXIMUM CROSS SLOPE ON ALL OF THE ABOVE ITEMS IS 2.0% rye . pO1 SEE SITE PLAN 3,000 PSI CONCRETE -1 5USGRADE COMPACTED TO tiry 98% MAX. DRY DENSITY PER tie.. AASHTO T-99 METHOD SIDEWALK PAVEMENT DETAIL N.T.S. SECTION VIEW 4"CONCRETE BASE MATERIAL.� 3" DRIAN PIPE TEE BOX TOP VIEW FIBERETF CONCRETE / a' V I // 9 • \ EXIT TOP VIEW 1 3 M$ION JOIN 4"7IBER MESHED� A, _ -7 t _... CONCRETE 4 /. A r - is �;�� / •✓� 3nA SWDRE WATERR XPANSION JOINT AWAYYFROM TI � �'�� TEE BOX SECTION VIEW EXIT SECTION VIEW }"ABOVE HOLE i ABOVE VEE EXIT) (FLUSH WITH CARPET)\_ ( 4"FIBER MESHE BASE MATERIAL BASE MATERIAL "FIBER MESHED CONCRETE SIDEWALK DETAILS CONCRETE N.T.S. OVERHEAD VIEW YY� 1 ///1 ,NMGY � PMemelOrtn Prve m SECTION VIEW > i a, "> CLIP DET,41L �cougmgc •l'Eft. 'P.Rw,...'npi, HOLE DETAILS N.T.S. GENERA. CONSTRUCTION NOTES_ QJ � w 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL. TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED N UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT N ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES p N OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF RECORD. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE c J J o CITY, COUNTY, STATE, ANb FEDERAL REGULATIONS, CODES, AND ORDINANCES, w o Z INCLUDING OSHA AND FDOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE AUTHORIZED THE ENGINEER Z CC Q Li BY IN WRITING. LL 3. LOCATION AND SIZES OF ALL EX, UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR I5 (� w Q RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE X CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN , ADVANCE OF CONSTRUCTION OPERATIONS. r , I N �7J 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF � 0) THE ENGINEER PRIOR TO COMMENCING WORK. L_ (0 Id' 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR ^^ C] WRITTEN APPROVAL OF THE ENGINEER OF RECORD. L.L (n > z r- O' J O 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO m O COMMENCING WORK. W tO N N o 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS 0 Li Li 0) � O ON SITE DURING CONSTRUCTION. J M "_ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE V) W PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER Q OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF Z F_ W LL_ RECORD ON ALL SUB GRADE' AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE 0_ O O O WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE V) d J W TRENCHING. / 1 0- 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING J W V) 000 FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC. Z U) ^i ui 10, THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF > Z O O r W Ld ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY W h 0_ �O CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTORS'S EXPENSE AND IN A TIMELY MANNER. LLI 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF I� PUBLIC STREETS OR HIGHWAYS. 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY N w REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR s INSPECTIONS AND/OR TE5TING. V) 14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A Z a U a LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL - E INSPECTION WITH THE ENGINEER OF RECORD. w w a 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS L NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY SURVEYOR WITHOUT DELAY BY TELEPHONE. w 16. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE 0 REMOVED AND REPLACED WITH A GRANULAR MATERIAL. 17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL IS ENCOUNTERED, THE MATERIAL co � SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. �( 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE W p/� ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. Z 19, RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED CORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUS COATED CORRUGATED METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES J CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). ^ Q LL < 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 272. W U n/ 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY DENSITY. V < ' 1 LL 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE 7 Z ' ^ U ANY FLOODING OF PRIVATE PROPERTY. v - U J 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS z Q LL�1 AND ERODED MATERIALS OURING THE FINAL STAGES OF CONSTRUCTION. /LL/ 24. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, EXISTING OR BEFORE CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, 06 SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE ENGINEER OF RECORD. LL 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. '^ V 26. IF EXCAVATED FILL MATERIAL IS REUSABLE, STOCKPILE EXCESS FOR USE IN / LANDSCAPED AREAS, Z 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED Z WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. W 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO a0 PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. Q 0 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE -j Z LL TOP OF CURB OR SIDEWALK I5 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. MM Q W 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI u. D Z UNLESS OTHERWISE NOTED. J D O 31. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE O U STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED. W (� U 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER D OF RECORD. -I 33, NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS U) RECEIVED FROM FDEP, IF APPLICABLE. 34. MAINTENANCE "MANUAL Q OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FOOT r n "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS. W 35. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING J EROSION AND SEDIMENT CONTROL USING THE LATEST F.O.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO } u ADJACENT PROPERTY AND WATERWAYS. 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE m "o ,. °n 11 Y w WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS w N Z r1Oi UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. ¢ m a w S 0 U Q O m 2 Q ro 37. BOUNDARY AND TOPOGRAP14IC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO. 13-026. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. SHEET NO.: l OF JOB No. 13-02S ENG BASIC MATERIALS SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH Sp SINGLE POLE SWITCH WITH PILOT LIGHT SWP SINGLE POLE SWITCH WITH WEATHERPROOF COVER SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) SK SINGLE POLE KEY SWITCH SY THREE-WAY KEY SWITCH S4K FOUR-WAY KEY SWITCH SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY SLV LOW VOLTAGE SWITCH SF WHITECEILING FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUA SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V LEVITON 1121-2 OR EQUAL SMP MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND PILOT LIGHT SD DIMMER SWITCH (1600 WATTS UNLESS OTHERWISE INDICATED) STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS �# DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED e- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK T (9= SURGE PROTECTION TYPE (TVSS) SIR DUPLEX RECEPTACLE ® PEDESTAL MOUNTED RECEPTACLE ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE. FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE ® AND ONE COMBINATION W/ VOICE/DATA OUTLET ® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES AND ONE COMBINATION W/ VOICE/DATA OUTLET © POKE THRU PP POWER POLE (gr= SINGLE POLE SWITCH/RECEPTACLE COMBINATION S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT COVER PLATE WITH SPANNER HEAD SCREWS (nr= DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GFI RECEPTACLE IEWC DENOTES ELECTRIC �C WATER COOLER. COORDINATE WITH EWC EW INSTALLER FOR MOUNTING HEIGHT) 9-- GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. WP GFI RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER ISOLATED GROUND DUPLEX RECEPTACLE, IG (ORANGE DEVICE) DUPLEX RECEPTACLE NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND E CLOCK RECEPTACLE it SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED EE LIGHTING CONTROL TIME CLOCK ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH GN a GROUND BAR ® PLUG-IN STRIP WITH RECEPTACLES,18' O.C. UNLESS OTHERWISE INDICATED ® UNDER GROUND CONCRETE ENCASED DUCTBANK OJ JUNCTION BOX - D JUNCTION BOX- WALL MOUNTED JUNCTION BOX- FURNITURE SYSTEM FEED ■ CONDUIT SEAL -OFF FITTINGS SP 3 SURGE PROTECTOR C3 = SERVICE ENTRANCE DEVICE, MAX 250KA PER PHASE B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 313 FOR EXTERIOR LOCATIONS EDH-X LE]-Av\l\ ELECTRIC DUCT HEATER MOTOR CONNECTION. ® VARIABLE FREQUENCY DRIVE HD ELECTRIC HAND DRYER DD 0 DIRECT DIGITAL CONTROL PANEL T❑ TRANSFORMER ELECTRICAL SYMBOL LEGEND BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM SYMBOL DESCRIPTION SYMBOL DESCRIPTION 8 AUTOMATIC TRANSFER SWITCH ®� 1 NON -FUSED DISCONNECT SWITCH, AMP RATING / # OF POLES NEMA I IF INDOORS NEMA 313 IF OUTDOORS �1 30AR FUSED DISCONNECT 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP 1 DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS SIZE -� # OF POLES ®J 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE B # OF POLES 0 3 POLE UNLESS OTHERWISE NOTED ENCLOSURE NEMA RATING. NEMA STARTER SIZE BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, SURFACE MOUNTED �- BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. ,,,,-------,.CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR. ��.BRANCH CIRCUIT CONDUIT EXPOSED I� GROUND OR GROUND ROD AS NOTED ,,--EM_�, EMERGENCY BRANCH CONDUIT -oUP CONDUIT TURNING UP �DN CONDUIT TURNING DOWN CONDUIT STUB CONDUIT CONTINUED �. FLEXIBLE CONDUIT EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT FUTURE NEW LIGHTING I--�-1 FLUORESCENT STRIP FIXTURE FIXTURE -A DESIGNATION ® FLUORESCENT FIXrvRE CIRCUIT-2 - LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG NUMBER ® FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. FLUORESCENT WRAP AROUND OR SURFACE MOUNTED FIXTURE. FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX -� HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE O HID, FLUORESCENT, OR INCANDESCENT FIXTURE FLUORESCENT, OR INCANDESCENT WALL WASHER. 0 - ACCENT FLOOD LIGHTING - AIMING AS INDICATED EXIT LIGHT FIXTURE _ ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) WALL MOUNTED EXIT LIGHT FIXTURE �a COMBINATION EXIT/EMERGENCY LIGHT FIXTURE 0-0 LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS ON P8 ELECTRICAL PULL BOX TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF LIGHT FIXTURES) BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) BATTERY PACK WITH TWIN HEADS (WALL MOUNT) MOTION/OCCUPANCY SENSOR SYSTEM LOP LIGHTING CONTROL PANEL © PASSIVE INFRARED OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT 0 ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT D PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT SMS SINGLE POLE SWITCH - PASSIVE INFRARED OCCUPANCY SENSOR ® OCCUPANCY SENSOR POWER SUPPLY F❑ MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTOELECTRIC ® TYPE UNLESS OTHERWISE NOTED E = ELEVATOR WITH RECALL CONTACTS I = IONIZATION DUCT SMOKE DETECTOR R = RETURN S = SUPPLY ® SUPERVISED CONTROL RELAY DUCT SMOKE REMOTE ALARM INDICATING LAMP, W/ TEST SWITCH, WALL MOUNTED 72' AFF REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH WALL MOUNTED 72" AFF, SIMPLEX 4098-9842 OR EQUAL COMBINATION AUDIBLE/VISUAL XXCD NOTIFICATION DEVICE CD = CANDELA RATING, MINIMUM 75 CD PER FBC II-4.28.3(4) SS FIRE ALARM SPEAKER - CEILING MOUNTED WALL MOUNTED SPEAKER WITH STROBE XXCD CD = CANDELA RATING -S FIRE ALARM SPEAKER - WALL MOUNTED O FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED CD = CANDELA RATING VISUAL SIGNALING UNIT, WALL MOUNTED (NO AUDIO DEVICE) FIREMAN'S PHONE JACK SPRINKLER TAMPER SWITCH CONNECTION FS SPRINKLER WATER FLOW SWITCH CONNECTION P FIRE ALARM SYSTEM PRINTER -no ZONE ADDRESSABLE MODULE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ®H CONNECTION TO CLOSURE/ HOLDER ELECTROMAGNETIC DOOR HOLD OPEN DEVICE �H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE INDICATED. BEAM DETECTOR - TRANSMITTER MN11 BEAM DETECTOR - RECEIVER FrAJCP FIRE ALARM CONTROL PANEL FATC um FIRE ALARM TERMINAL CABINET FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED �F�FIRE ALARM SYSTEM CONDUIT AND WIRING �E FIREMAN'S ELEVATOR WARNING LIGHT PAGING SYSTEM & BACKGROUND MUSIC TELEPHONE/DATA SYSTEM SYMBOL DESCRIPTION PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. C = ABOVE THE COUNTER M = NUMBER OF DATA PORTS, DEFAULT = I N = NUMBER OF PHONE PORTS, DEFAULT = I M DATA OUTLET, 8P8C N PHONE OUTLET, RJ II M k N COMBINED DATA/PHONE OUTLET, 8P8C/RJII ® TELEPHONE OUTLET FLOOR MOUNTED TTB TELEPHONE/COMPUTER TERMINAL BOARD EC TELEPHONE TERMINAL CABINET ,_,T ----,TELEPHONE SYSTEM RACEWAY TELEVISION RACEWAY SYSTEM TV❑ TELEVISION OUTLET FOR ANTENNA TV TELEVISION SIGNAL WALL OUTLET ,,�-TV--_,,,TV DISTRIBUTION SYSTEM RACEWAY ❑M MAGNETIC LOCK E� CCTV CAMERA W/ CONDUIT TO VIDEO JUNCTION BOX PTZ PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT TO VIDEO JUNCTION BOX - MOUNTED MIN 15' AFF OR o CEILING SYNCHRONOUS MASTER CLOCK SYSTEM -e SYNCHRONOUS SYSTEM CLOCK FAATTC MASTER CLOCK CONTROL PANEL JCL--\\ MASTER CLOCK SYSTEM CONDUIT AND WIRING DOORBELL SYSTEM DOOR PUSH-BUTTON STATION WP = WEATHERPROOF DB DOORBELL CHIME (SELF CONTAINED) TDB-'_�, D^ORBELL SYSTEM CONDUIT AND WIRING DOOR CONTROL SYSTEM MOTION DETECTOR 360 CR CARD READER ® D61TAL KEYPAD 0 BALANCED MAGNETIC DOOR CONTACT S� LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ SUPPORT TRUSS. (CEILING MOUNTED) W = WALL MOUNTED INTERCOM SYSTEM -F-C] MASTER STATION ❑S LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ C = COUNTER ENCLOSURE FOR EXPOSED CEILING AREAS D =DESK W = WALL MOUNTED W =WALL MOUNTED S� HORN/TRANSFORMER FOR HIGH NOISE AREAS H =HAND SET TYPE HF =HANDS FREE WP = WEATHER PROOF PrA�EC PAGING SYSTEM EQUIPMENT CABINET IC INTERCOM SYSTEM SPEAKER W = WALL MOUNTED PATC o PAGING SYSTEM TERMINAL CABINET ICEC CZE1 INTERCOM EQUIPMENT CABINET ,,--DR-,,, DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING ICzzmTC INTERCOM TERMINAL CABINET VC VOLUME CONTROL NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN( TO THIS PROJECT. IC INTERCOM SYSTEM CONDUIT AND WIRING SSEC o SOUND SYSTEM EQUIPMENT CABINET SSTC SOUND SYSTEM TERMINAL CABINET -S� SOUND SYSTEM CONDUIT AND WIRING SPECIFICATIONS: I. IHE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE 2011 I DITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE, THE 2014 FLORIDA BUILDING CODE, AND THE 2014 FLORIDA FIRE PREVENTION CODE. 2. ON ALL ELECTRICAL PLAN SHEETS, E.G. "E-I", "E-2.11, ETC., THE TERM "CONTRACTOR" SHALL MEAN "ELECTRICAL CONTRACTOR", SOMETIMES ALSO ABBREVIATED AS "E.C.'. 3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 5. CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHTING FROM THE EXISTING PANEL "M' TO AND INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. 6. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING PANEL 'M' BREAKER AIC. 7. UNLESS OTHERWISE NOTED OR SHOWN ON THESE PLANS, 8.4 KV MCOV LINE -TO -NEUTRAL, 75KV BIL, 33.7KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL, 65KA MINIMUM SHORT -DURATION WITHSTAND SURGE PROTECTION (TYPICAL) IS PROVIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR PRIMARY RISER POLE SERVING THIS PREMISES. 8. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED ON SHEET E-2. 9. PANELBOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER OR COPPER (NOMINAL 15% BY VOLUME) CLAD ALUMINUM BUS. 10. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE LABEL MUST CONFORM TO THESE ELECTRICAL DRAWINGS. 11. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE UPDATED IN PANEL 'M', EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC 408.4.MAIN DISCONNECTS SHALL HAVE PAD -LOCKING PROVISIONS. 12. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC OR MC CABLE LISTED FOR UNDERGROUND USE UNLESS OTHERWISE SHOWN AND/OR REQUIRED BY CODE. 13. CONDUIT FOR ABOVE GRADE SHALL BE "GRC', 'IMC' "SCH 80 PVC' OR 'EMT'. "LFNC" SHALL BE USED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING UNITS, WATER HEATERS AND OTHER EQUIPMENT. IN NON -PATIENT CARE AREAS, MC CABLE MAY BE USED FROM NJ -BOXES" IN CEILING TO SWITCHES, RECEPTACLES AND BETWEEN DEVICES. SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED. CONDUIT OR CABLE FOR BRANCH CIRCUITS IN PATIENT CARE AREAS SHALL BE IDENTIFIED AS AN EQUIPMENT GROUNDING CONDUCTOR. 14. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO.1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. 15. CONDUCTORS OF MULTIWIRE CIRCUITS SHALL BE GROUPED IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGIN BY WIRE TIES OR SIMILAR MEANS. MULTIWIRE CIRCUIT DISCONNECTS SHALL BE PROVIDED WITH A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 16. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE. 17. COLOR CODE FOR 208Y/120V 3e SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, & GREEN. 18. MOUNT SWITCH 60" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED ON DRAWING. 19. OUTDOOR SWITCH SHALL BE LEVITON, TOGGLE TYPE, 120/277 VOLT, 20A, WITH WETGUARD WATERTIGHT TOGGLE SWITCH COVER, COVER S, GRAY COLOR, OR EQUAL. SWITCHES CONTROLLING LINE -TO -NEUTRAL LIGHTING LOADS SHALL COMPLY WITH NEC 404.2(C). 20. RECEPTACLE SHALL NEMA 5-20R BE IN WEATHERPROOF ENCLOSURE. 21. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE, LOAD BALANCE, GROUNDS AND GROUND RESISTANCE, SHORT CIRCUITS, AND TO INSURE SATISFACTORY OPERATION AND CONFORMANCE TO CONTRACT REQUIREMENTS. 23. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED BY THE CONTRACTOR(S) AS PART OF THIS CONTRACT. 24. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ). 25. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS AND PROVIDE A COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD MARKUP TO THE CONTRACTOR. 26. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND MAINTENANCE MANUAL FOR ALL ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 27. WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 28. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE NOT PERMITTED FOR SINGLE PHASE CIRCUITS. 29. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110, AND WITH NEC 210.8 FOR GFCI DEVICES. 30. (HE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 31. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET PER FBC 302: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. B. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED I/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. E. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2014 FLORIDA BUILDING CODE AND THE 2014 FLORIDA FIRE PREVENTION CODE. F. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. G. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES H. SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. I. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. ELECTRICAL ABBREVIATIONS E.C.: ELECTRICAL CONTRACTOR GFI: GROUND FAULT PROTECTION WP: WEATHER PROOF VP: VAPOR PROOF IG: ISOLATED GROUND M: IMOTOR LOAD SA: SMOKE/CO ALARM LOAD L: LIGHTING LOAD F: FAN LOAD R: RECEPTACLE LOAD NL: NIGHT LIGHT P: PANEL UON: UNLESS OTHERWISE NOTED AFF: ABOVE FINISHED FLOOR AFG: ABOVE FINISH GRADE BFC: BELOW FINISHED CEILING SN: SOLID NEUTRAL ELECTRICAL DRAWING INDEX SHEET I DESCRIPTION E-I ELECTRICAL LEGEND, SPECIFICATIONS a ABBREVIATIONS E-2 ELECTRICAL LIGHTING SYSTEMS PLAN FILE COF1 ISSUED YES YES 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 0 F- U a ¢ w U z a o 0 U m J Y ct a D' 0 Ir a W 0- J z w w w fr w U w U w cn 3 N a z z � F- ,Z LLI 0 0 _ ° 0 W C7 z on O w rn C7 > PC) W - z o 0 Ld Q < n w z U oU o = co U F U F W Lu U Lu O o o 01 f W Lr o 0 a m d ENGINEER SEAL NY C ir��I,,', NA 61580� STATE OF •lj�z ONAL ����nu 11110% Timothy C. Trewyn, PE P.E. No. 61580 VRIM LIARRItY TR TIE SAKE, CWYRIW ONO, nNa PERCE EffiUMM, RE. ILL RIWS RESERVER SHEET TITLE ELECTRICAL SYMBOL LEGEND, GENERAL NOTES & ABBREVIATIONS ISSUE DATE: 10-09-2015 DRAWN: TC.T APPROVED: TCT DRAWING NUMBER E-1 SHEET I OF 2 15058-01 a aQ Y u rc c —3 Uj 63 Cl- uj OT ON D di LU z Uj LtJ 12 GOLF COUPSE LFNC FROM LBS TO FIXTURE METAL HALIDE FLOOD LIGHT MOUNTED ON WOOD POLE LITHONIA # TFM 150 RB TB SCWA YK UV UPI 90 DEGREE MOUNTING BRACKET LB MOUNTED ON POLE 6' X 6' SQUARE WOOD POLE — 3/4' SCH 80 PVC SUNLIGHT RESISTANCE MOUNTED ON POLE EXTEND CONDUIT INTO JUNCTION BOX #6 GRD WIRE CAST IN POLE -THERMOWELD PULL BOX ROOKS PRODUCTS BRANCH CONDUIT INTO JUNCTION BOX M . I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. DIRECT BURIAL TO MINI -GOLF POLE LIGHTS. REFER TO SITE PLAN FOR CONTINUATION WP GFCI DUPLEX RECEPT. MOUNTED ON POLE FOR MINI -GOLF HOLE LIGHTS. REFER TO SITE PLAN FOR LOCATION. UJOOD fi OLE N.T.S. LIGHT FIXTURE EPA = 0.5 SO FT BRACKET ARM EPA = <0.1 SO FT FIXTURE WEIGHT = 14 LBS POLE HEIGHT A.F.G. = 16 FT MFR 'POLE VALUE' = 132 FT MFR MAXIMUM MOMENT = 6100 LB FT (WIND MOMENT MUST BE LESS THAN THIS VALUE) TABLE WIND PRESSURE (13OMPH) = 41 LBS WIND MOMENT = (132 FT X 41 LBS) + 10.5 EPA X 16 FT X 41 LBS) + (14LBS X 0.5 FT) + (O.I EPA X 16FT X 41LBS) = 5813 LB - FT < 6100 LB FT. POLE STRENGTH IS ADEQUATE. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL. SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. ELECTRICAL SERVICE LOCATED IN FENCED ENCLOSURE 1' PVC COND. FURNISH AND INSTALL (U NEW 20A — 2P CIRCUIT BREAKER FOR THE FLOOD LIGHTS AND (D 20A IP CIRCUIT BREAKER FOR THE POLE MOUNTED GFIC RECEPTACLE. CONDUCTORS ARE TO BE RUN IN COMMON I' PVC CONDUIT. A.I.C. RATINGS OF THE NEW CIRCUIT BREAKERS ARE TO MATCH THE EXISTING CIRCUIT BREAKERS. ELECTRICAL TIME CLOCK AND SWITCH MOUNTED ADJACENT TO PANEL. EXIM. I 0 PANEL 400A EXISTING FPL TRANSFORMER 3PH 120/208 VOLT FPL EXISTING PANEL 'M' FEEDER RISER DI/4G RAC N.T.S. DETERMINATION OF EXISTING LOAD PER NEC 220.87(1) TRANSCRIBED FROM FPL BILLING STATEMENTS ASSUME 0.85 POWER FACTOR FOR AMPERE CALCULATION DATE DEMAND READ AMPERES 1/28/2015 51 167 2/25/2015 71 232 3/27/2015 55 180 4/28/2015 61 199 5/28/2015 26 85 6/26/2015 63 206 7/28/2015 65 213 8/27/2015 60 196 12/29/2014 55 180 TABLE ABOVE INDICATES MAXIMUM 1 YEAR CURRENT LOAD WAS 232 AMPERES 1Fky1P1%yjM'FD1 VT10 NEW LOAD LANDSCAPE UGHTS AND RECEPTACLE = (150OVA + 18OVA)/120V X 1.25 = 14 AMPS X 1.25 = 18 AMPS POLE MOUNTED FLOOD LIGHTS = (6 X 19OVA)/120V X 1.25 = 9.5A X 1.25 = 12 AMPS 290 AMPS + 18 AMPS + 12 AMPS = 320 AMPS < 400 AMPS THE EXISTING SERVICE HAS ADEQUATE CAPACITY FOR THE NEW LOAD. R ELECTRICAL KEY NOTES: Q EXIST. LOW VOLTAGE TRANSFORMER AND 11ME CLOCK FOR LOW VOLTAGE POST LIGHTS MOUNTED ADJACENT TO MINI GOLF HOLES MOUNTED ON POLE ❑2 SURFACE MOUNTED GFCI RECEPTACLE MOUNTED ON POLE BASE 18' AFF IN WEATHER PROOF ENCLOSURE AND IN USE COVER. �3 NEW TIME CLOCK WITH AN ASTRONOMICAL DIAL IN NEMA 3R ENCLOSURE AND SWITCH MOUNTED ADJACENT TO PANEL 'M' 6 z Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 w O F- U Q m w Z Q O m 0 U F- T J Y [r a m �a w D J w w IL 0 � Ili n w U W J a z z w ir O m 0 U FF-- N d a G� x m O W 0) M >_ L Z 0 O J 11 O w U) Q F w z O0 x U � J � J c� U F- W Q U O F- s a m a a ENGINEER SEAL ��ENs�fily�i: r 0 STATE OF ljj TM S�C'Q...1 p' TX ��`• Timothy C. Trewyn, PE P.E. No. 610 nrse eauutExrs, uu� mN ne mrfrrs uu � aqua rNcaMm xralx arc mTomm oar rm ne sa¢mc mwamc H✓D CLIEM a NR PIIACE FmG1aENrt16, INC. f0! n M iaY Yffi PNF➢ORE0. M m ➢P n! IA.II1l£ a Taa mCL1vHRT P VRIiTEN RUf1OtWTllH N!0 NDAPTRnL BY fIXT M nGONM OIG Sa+LL a V[IIOrt LgWU m TIE 9yE nPYmaR©Y015, F1RT mrex u+manxws, vE Nu marts aaxvm SHEET TITLE ELECTRICAL POWER SYSTEMS SITE PLAN ISSUE DATE: 10-09-2015 I DRAWN: TEC: APPROVED: TCT I DRAWING NUMBER I „ELECTRICAL SITE FiLAN SCALE 1" = 20'-0" CONDUCTOR TRENCHING DETAIL N.T.S. SHEET 2 OF 2 15058-01