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BREWERY BUILDING PLAN PAGE 17-32
HVAC GENERAL MOTES MECHANICAL LEGEND AIR DISTRIBUTION DEVICE SCHEDULE DRAWING INDEX 1. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED AND COMPLETED IN A FIRST CLASS MARK USE TYPE SIZE & ACC. MODEL WORKMANLIKE MANNER. ANY MATERIALS INSTALLED, WHICH SHALL NOT PRESENT AN ORDERLY M-1 NOTES, LEGENDS AND SCHEDULES AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, SHALL BE REMOVED AND REPLACED DUCT (1ST. DIMENSION, SIDE SHOWN; 4-WAY DIRECTIONAL 20010 250 CFM = 8" TITUS TMS•AA WHEN SO DIRECTED BY OWNERIENGINEER, 20 x 12 2ND. DIMENSION, SIDE NOT SHOWN) 81 ~ SUPPLY DIFFUSER 255 to 375 CFM =10" 2424 MODULE M-2 1ST FLOOR MECHANICAL PLAN 380 to 600 CFM =12" SEE NOTE 1 2. LOCATIONS AND DIMENSIONS ARE DIAGRAMMATIC IN NATURE. IT IS ANTICIPATED THAT NOT ALL 0 to 45 CFM = 4" TITUS TMS-AA M-3 MEZZANINE LEVEL MECHANICAL PLAN BENDS, ELBOWS, OFFSETS OR CONDITIONS ARE ILLUSTRATED IN THESE DRAWINGS, AND ANY L DIRECTION OF FLOW S2 SUPPLY DIFFUSER 4-WAY DIRECTIONAL 50 to 95 CFM = 6 12x12 MODULE ADDITIONAL WORK REQUIRED FOR FIELD COORDINATION IS THE RESPONSIBILITY OF THE 100 to 200 CFM = 8 SEE NOTE 1 M-4 ROOF MECHANICAL PLAN CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER, EXACT LOCATIONS, DIMENSIONS AND ® CONDITIONS SHALL BE VERIFIED IN THE FIELD. DUCT SECTION S3 SUPPLY 255 to 250 CFM =16x8 PRICE SDG BLADES M-5 ENLARGED MECHANICAL PLAN SPIRAL DUCT UP OR DOWN (SUPPLY) GRILLE 000 to 250 CFM =10x5 PRI 3. ANY CONFLICTS OR DISCREPANCIES ON THESE DRAWINGS SHALL BE CALLED TO THE 755 to 1250 CFM = 2412 SEE NOTES 1 ATTENTION OF THE ENGINEER FOR RESOLUTION. CONFLICTS OR DISCREPANCIES PRESENTED DUCT SECTION R1 RETURN EGG CRATE 000 to 250 CFM =12x12 M-6 MECHANICAL DETAILS TITUS 50F AFTER BID SHALL BE RESOLVED AT THE TIME OF DISCOVERY. ® 255 to 750 CFM -18x18 UP OR DOWN (EXHAUST OR RETURN) ® DIFFUSER 755 to1250CFM =24x24 SEE NOTE 2 EQUIPMENT TAGS & SYMBOLS LEGEND 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES ---,--I 3900 to 5400 CFM = 42x24 FOR CLEARANCES AND USE OF AVAILABLE SPACE, I -ice I L INCLINE RISE (R) OR DROP (D) ARROW IN DIRECTION OF AIR FLOW. 5. ALL CONTROL WIRING SHALL BE PROVIDED BY THE CONTRACTOR. AS SHOWN ON FLOOR PLAN DWG'S AS SHOWN ON DETAIL DWG-S. 6. A NEW SET OF FILTERS SHALL BE PROVIDED AND INSTALLED IN ALL UNITS BY THE CONTRACTOR WHEN ALL CONSTRUCTION IS COMPLETED. UNITS WITH PERMANENT FILTERS SHALL BE CLEANED. j S NOTES: 1 �� SECTION NO. (1) Q SECTION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, (NO SPUTTER) 1. PROVIDE WITH BUTTERFLY DAMPER AND 24x24 LAY IN MODULE FOR USE WITH DROP CEILINGS; M-X.X �� SHEET NO. SECTION IS DRAWN ON SCALE: X X" =1'-0" FEES, INSPECTIONS AND TESTS. STANDARD BRANCH FOR SUPPLY & RETURN FOR DEVICES MOUNTED IN HARD CEILINGS PROVIDE FLUSH MOUNTING 2. AIR DEVICE MOUNTED IN DROP CEILING TILE TO BE SUSPENDED FROM ABOVE SO AS TO NOT 8. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES SPUTTER DAMPER DAMAGE OR DEFLECT CEILING TILE DEVICE DESIGNATION (A) DETAIL DETAIL DE1 NECESSARY FOR THE INSTALLATION OF A COMPLETE AND OPERABLE MECHANICAL SYSTEM. 3. ALL EXHAUST & S/A DEVICES TO INCLUDE OPTIONAL O.B.D. FACTORY DAMPER IN THROAT OF SHEET N E DETAIL IS DRAWN ON NO SCALE M-X.X �� M-X.X 9. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL Vp CODES, INCLUDING ALL LOCAL RULES AND ORDINANCES. VOLUME DAMPER DIFFUSER SYMBOL KEY NOTE: THESE ARE STANDARD SYMBOLS AND MAY NOT 10. DUCTWORK DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. FD OR FSD (MANUAL OPERATION) A) TOP DESIGNATOR IS DEVICE TYPE ALL APPEAR ON PROJECT DRAWINGS :. 11. PROVIDE MANUAL DAMPERS WHERE SHOWN ON THE DRAWINGS. DAMPERS SHALL BE S1 B) BOTTOM DESIGNATOR FOR SUPPLY &EXHAUST MANUFACTURED ACCORDING TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND IS DEVICE CFM FLEXIBLE, 2ND EDITION" AND SHALL HAVE LOCKING QUADRANT WITH WING NUT, CFM SIZE AS -BUILT AND RECORD OR 4 WING NO TES: FD DAMPERIFSD FIRE SMOKE DAMPER C) FOR RETURN DEVICES ONLY, BOTTOM 12, CONDENSATE DRAINS SHALL BE TYPE 1" COPPER AND INSULATED WITH SEAMLESS CLOSED DESIGNATOR IS NOMINAL DEVICE SIZE In the event that the installed systems deviate from the engineered plans, the documentation of these deviations CELL ARMAFLEX OR EQUAL, AND SHALL BE SIZED AS INDICATED ON THE DRAWINGS. shall follow the procedure outlined herein and shall comply with the Engineer's Responsibility Rules as defined CEILING MOUNTED 13. DX SPLIT UNIT RECTANGULAR SUPPLY AND RETURN DUCTS SHALL BE CONSTRUCTED OF 1-1I2" RETURN AIR GRILLE, HEAT LOAD SUMMARY in statute 61G15.30.0021. As -built drawings are prepared by the contractor. They show on -site changes to the original construction TYPE 475 CLASS I UL 181 LISTED FIBROUS DUCTBOARD, OWNEN CORNING OR EQUAL (MIN. R-6). documents. Contractor shall be responsible for accurately and completely documenting the changes. ALL FIBERGLASS DUCTBOARD SHALL BE CONSTRUCTED, REINFORCED AND INSTALLED AS PER UNIT AHU-1&2 AHU-3 AHU-4 AHU-5 AHU-6 2. The contractor shall record on the as-builts the name and license number of the person in responsible SMACNA FIBROUS DUCT INSTALLATION GUIDELINE, LS, DUCT MOUNTED SMOKE DETECTOR FLOOR AREA SO. FT. 1600 3025 800 1950 650 charge of the work performed, and certify that the as -built records are true and thorough. 3. The es -built drawings shall be presented to the Engineer for review. 14. FLEXIBLE DUCTS SHALL BE UL LISTED CLASS 1 AIR DUCT, THERMAFLEX TYPE M-KE OR EQUAL, O OUTDOOR DRY BULB DEG. F 90.6 89.7 84.0 91.0 91.0 4. If accepted by the Engineer, the information from the as-builts shall be incorporated into the engineered DUCTS SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION 7 DAY PROGRAMMABLE THERMOSTAT plans, and these plans shall then be Record Drawings STANDARDS METAL AND FLEXIBLE, 2ND EDITION" OUTDOOR WET BULB DEG. F 77.9 77.7 75.0 78.0 78.0 5. In the Record Drawings, the Engineer shall cloud and tag all information incorporated from the as-builts. The Record Plans shall be signed and sealed to confirm to the Authority Having Jurisdiction that the as -built 15. ALL SUPPORT STEEL OUTSIDE OF BUILDING TO BE HOT DIPPED GALVANIZED AFTER SD SMOKE DETECTOR TEST KEY STATION INDOOR DRY BULB DEG, F 68 75 75 75 75 records conform to required Code and Design Standards. FABRICATION AND PRIOR TO DELIVERY TO JOB SITE. ANY DAMAGE TO THE STEEL SHALL BE TOTAL COOLING MBH 77.5 146.7 21.5 45.9 27.6 6. The Record Plans shall clearly indicate that the Engineer relies on the Contractor for the accuracy of as - TOUCHED UP WITH GALVACON PRIOR TO JOB BEING COMPLETED. CARBON built information, and that the Engineer assurges no responsibility for the accuracy of the information given to them CO2 TOTAL SENSIBLE GAIN MBH 69.8 97.5 18.6 36.8 19.7 in the form ofas-builts. 16. DUCTWORK FOR ALL OUTSIDE AIR AND EXHAUST DUCTWORK IS CLASS 1"w.g. & SHALL BE 8 6 3918.1 5 15 0 78... TOTAL HEATING MBH 24. CONSTRUCTED OF EXTERNALLY INSULATED GALVANIZED STEEL SHEET METAL, INSTALLED IN CO CARBON MONOXIDE MONITOR STEAM PIPING NOTES ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE," 2ND EDITION. NOTE:_ HVAC SYSTEM HEAT LOADS MODELED USING CARRIER'S HOURLY ANALYSIS PROGRAM v4.8 17, REFRIGERANT PIPING SHALL BE COPPER TYPE "ACR" WITH WROUGHT COPPER SOLDER JOINT MD MOTORIZED CONTROL DAMPER 1. PERFORM ALL WORK REQUIRED TO PROVIDE AND INSTALL STEAM AND CONDENSATE PIPE, FITTINGS. SILVER SOLDER ALL JOINTS. LINES TO BE RUN IN SEAMLESS INSULATION, AEROCEL OR VALVES AND FITTINGS INDICATED BY THE CONTRACT DOCUMENTS WITH SUPPLEMENTARY ITEMS EQUAL OPPOSED BLADE DAMPER NECESSARY FOR THE PROPER INSTALLATION OF THE STEAM AND CONDENSATE PIPING SYSTEMS. 2. ALL MATERIALS, INSTALLATION AND WORKMANSHIP SHALL COMPLY WITH THE LATEST APPLICABLE 18. DEBRIS GENERATED BY THE JOB SHALL BE PROPERLY DISPOSED OF. ANY APPLICABLE REQUIREMENTS AND OF THE FLORIDA BUILDING CODE, O.S.H.A, REQUIREMENTS AND ALL OTHER DISPOSAL FEE IS THE RESPONSIBILITY OF THE CONTRACTOR. CONNECTION TO EXISTING LOCAL CODES AND ORDINANCES GOVERNING INSTALLATION, AS A MINIMUM STANDARD UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE HIGHER STANDARD. 19. ALL EQUIPMENT AND MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER DATE OF NOTE: THESE ARE STANDARD SYMBOLS AND 3. PIPING SYSTEMS DESIGNED FOR STEAM PRESSURE BELOW 25 PSIG ARE LOW-PRESSURE STEAM ACCEPTANCE BY THE OWNER. MAY NOT ALL APPEAR ON PROJECT DRAWINGS DX -SPLIT UNIT SCHEDULE SYSTEMS. PIPING SYSTEMS DESIGNED FOR STEAM PRESSURES FROM 25 PSIG UP TO AND NCLUDING 125 PSIG ARE MEDIUM -PRESSURE STEAM. SYSTEMS 126 PSIG AND ABOVE ARE HIGH- PRESSURESTEAM. UNIT DESIGNATION AHU-1&2 AHU-3 AHU-4 AHU-5 AHU-6 4. VALVE MANUFACTURER'S NAME AND PRESSURE RATING SHALL BE MARKED ON VALVE BODY. ALL FAN SCHEDULE AREA SERVED 108 101,103-106, 206 102 201 -203 204 -205 VALVES OF THE SAME TYPE SHALL BE PROVIDED FROM SAME MANUFACTURER. 5. ALL THREADED FITTINGS SHALL BE PROVIDED FROM SAME MANUFACTURER AND SHALL BE WROUGHT CARBON OR ALLOY STEEL THREADED FITTINGS CONFORMING TO ASTM A234 OR UNIT DESIGNATION EF-1 EF-2 EF-3,4,5,6 MALLEABLE IRON THREADED FITTINGS CONFORMING TOASME/ANSIB16.3. MECHANICAL DEMOLITION NOTES AREA SERVED MANUFACTURER TRANE TRANE TRANE TRANE TRANE 6. ALL WELD FITTINGS SHALL BE PROVIDED FROM SAME MANUFACTURER AND SHALL BE WROUGHT MANUFACTURER GREENHECK GREEN HECK (111&112) RESTROOMS (105 & 106) BREWERY (109) AHU MODEL # TEM4AOC48 TWE150 TEM4AOB24 TEM4AOC48 TEM4AOB30 CARBON STEEL, BUTT WELDED FITTINGS CONFORMING TO ASTM A234 OR ASME 816.9. GREENHECK GREENHECK 7, ALL 150 LB. AND 300 LB. ANSI FLANGES SHALL BE WELD NECK AND SHALL BE FROM SAME 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL CU MODEL # 4TTR4048 TTA150E 4TTR4024 4TTR4048 4TTR4030 MANUFACTURER, FORGED CARBON STEEL, CONFORMING TO ANSI B16.5 AND ASTM Al-191 GRADE I DEMOLITION WORK WITH THE OWNER. MODEL NUMBER SP•B70 SQ-75•VG GB-200-VGD-20 OR II OR A-105. SLIP ON FLANGES SHALL NOT BE USED. COMPLETE TEST REPORTS MAYBE ARI RATED SEER 14.5 11.0 15.0 14.5 14.5 REQUIRED FOR ANY FITTING SELECTED AT RANDOM. 2. ANY CONFLICTS OR DISCREPANCIES ON THESE DRAWINGS SHALL BE CALLED TO THE VOLUME 50 200 5625 8. ALL FLANGES SHALL HAVE GASKETS. PLACE GASKET BETWEEN FLANGES OF FLANGED JOINTS. GASKETS SHALL FIT WITHIN THE BOLT CIRCLE ON RAISED FACE FLANGES AND SHALL BE FULL ATTENTION OF THE ENGINEER FOR RESOLUTION. CONFLICTS OR DISCREPANCIES PRESENTED STATIC PRESSURE 0.351n. Wg. 0.351n. Wg. 0.351n, Wg. AFTER BID SHALL BE RESOLVED AT THE TIME OF DISCOVERY. NOMINAL TONNAGE 4TON 12.5TON 2TON 4TON 2.5TON FACE ON FLAT FACE FLANGES. FAN RPM 675 1675 1108 9. ALL GASKETS USED ON STEAM SYSTEM SHALL BE FLEXITALLIC STYLE CG, AP1061 SPIRAL WOUND 3. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND SERVICES NECESSARY TO AN POWER 45 WATTS 1/10 HP 2 HP TOTAL CAPACITY MBH 47.5 154.0 24.0 47.5 28.6 30455 WITH GRAFOIL FILL AS MANUFACTURED BY GARLOCK OR APPROVED EQUAL, REGARDLESS COMPLETE ALL WORK REQUIRED TO REMOVE THE FOLLOWING: EXISTING FANS, DUCTWORK OF PIPE SIZE AND PRESSURE. THE INSIDE DIAMETER OF SUCH GASKETS SHALL CONFORM TO THE AND ASSOCIATED PIPING, VALVES, HANGERS & DUCTING AS INDICATED ON DEMOLITION SENSIBLE CAPACITY 36.6 135.4 18.0 36.6 22.1 NOMINAL PIPE SIZE AND THE OUTSIDE DIAMETER SHALL BE SUCH THAT THE GASKET EXTENDS PLANS. UNIT VOLTAGE 12011/60 120/1/60 46013160 OUTWARD TO THE STUDS OR BOLTS EMPLOYED IN THE FLANGED JOINT. HEAT CAPACITY KW 7.2 20.0 3.6 7.2 3.6 10, ALL VALVES USED IN STEAM SYSTEMS (LOW AND MEDIUM PRESSURE) SHALL BE CLASS 150 SWP. 4. THE EXISTING EQUIPMENT SHALL BE REMOVED FROM THE AREA/BUILDING AND THE CLASS 300 VALVES SHALL BE CONSTRUCTED OF ALL ASTM B 61 COMPOSITION. ALL GATE, GLOBE PREMISES AND SHALL BECOME THE PROPERTY OF THE CONTRACTOR. MOTOR ENCLOSURE/ DRIVE TENV/ DIRECT TENV/ DIRECT ODP/ DIRECT AND ANGLE VALVES SHALL BE UNION BONNET DESIGN. METAL USED IN THE STEMS OF ALL TOTAL CFM 1600 5000 1000 1600 1000 BRONZE GATE, GLOBE AND ANGLE VALVES SHALL CONFORM TO ASTM B371 ALLOY 694, ASTM B99 5. ALL CONSTRUCTION OPENINGS REQUIRED TO INSTALL PIPING AND EQUIPMENT SHALL BE AMPS ALLOY 651 OR OTHER CORROSION RESISTANT EQUIVALENTS. WRITTEN APPROVAL BY THE OWNER CLOSED AND REFINISHED TO MATCH EXISTING. 0/A CFM 192 995 68 234 184 MUST BE SECURED FOR THE USE OF ALTERNATIVE MATERIALS, NOTES 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3 11, WELDING MATERIALS AND PROCEDURES: CONFORM TO CHAPTER V, ANSI/ASME SEC 631.9 AND T E.A.T. 80/67 °F 80167 °F 80/67 "F 80I67'F 80/67 °F 6. ANY FIRE PROTECTION, PROOFING DEMISING WALLS DISRUPTED DURING CONSTRUCTION NOTES: APPLICABLE STATE LABOR REGULATIONS. SHALL BE REPAIRED AND REFINISHED TO UL STANDARDS L.A. T. 95/75 °F 95/75 OF 95/75 OF 95175 OF 95/75'F 12, WELDERS CERTIFICATION: IN ACCORDANCE WITH ANSI/AWS D10.12. 1. PROVIDE MOTOR WITH THERMAL OVERLOAD PROTECTION. 13. LOW PRESSURE STEAM AND TRAPPED CONDENSATE PIPING 2 INCHES AND SMALLER: CARBON 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO MINIMIZE ANY DISRUPTIONS 2. EXHAUST FAN TO BE INTERLOCKED WITH LIGHTS. E. S. P. 0.4" 1.0" 0.4" 0.4" 1.4" STEEL, ASTM A53, GRADE B SEAMLESS, SCHEDULE 40 FOR STEAM, SCHEDULE 80 FOR AND/OR INCONVENIENCES TO THE OWNER AND OTHER TENANTS. 3. FANS TO BE AMCA RATED FOR NOISE AND AIRFLOW. CONDENSATE. 4. SUSPEND FAN WITH FACTORY RUBBER-IN•SHEARISOLATORS. AHU MOTOR HP/AMPS 3/4-6.3 3-4.6 1/4-1.3 314-6.3 1/2-2.5 I. FITTINGS: 125 POUND BLACK CAST IRON. THREAD-O-LETS MAY BE USED WHEN THE BRANCH LINE IS ONE-THIRD THE MAIN SIZE OR LESS. II. JOINTS: THREADED. UNIT VOLTAGE 208/1/60 460/3/60 208/1/60 208/1/60 208/1/60 III. UNIONS: CLASS 300 MALLEABLE IRON, SHOP DRAWING NOTES TEST & BALANCE NOTES 14. LOW PRESSURE STEAM AND TRAPPED CONDENSATE 2-1/2 INCHES AND LARGER: CARBON STEEL, AHU MCA/ MOCP 51/60 34/35 23125 61/60 25/25 ASTM A53, GRADE B, SEAMLESS, STANDARD WEIGHT FOR STEAM, AND ERW SCHEDULE 80 FOR CU MCA MOOR 24/40 32.5140 14/25 ?4140 17/25 CONDENSATE. 1. UPON COMPLETION OF THE INSTALLATION, AND BEFORE ISSUE OF FINAL C.O. FOR THE / I. FITTINGS: BUTT WELD, CONFORMING TO ASTM A234, GRADE WPB, ANSI B16.9, STANDARD BUILDING, A TEST AND BALANCE SHALL BE PERFORMED AS PER FBCM §13-410.1.ABCD.4. THE WEIGHT FOR STEAM, SCHEDULE 80 FOR TRAPPED CONDENSATE, 1, REVIEW OF SUBMITTALS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN REPORT SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE JOB BEING ACCEPTED AS II. JOINTS: BUTT WELD. CONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR COMPLETE. AHU/ C U UNIT LB s 145/190 680/645 115/135 145/190 115/160 III. FLANGES: CLASS 150, ANSI B16.5, FORGED STEEL, RAISED FACE. MATERIALS IN ACCORD DIMENSIONS WILL BE MADE. ONLY THOSE SHOP DRAWINGS REQUIRED BY THE CONTRACT WITH ASTM A105, GRADE II, WELD NECK. DOCUMENTS TO BE SUBMITTED WILL BE REVIEWED. ALL OTHERS WILL BE RETURNED WITHOUT 2. TEST & BALANCE COMPANY SHALL BE NEBB OR AABC CERTIFIED, AND CERTIFYING AGENCY PEER. TYPE R-41OA R-41CIA R-41OA R-41OA R410A COMMENT. PERFORMANCE GUARANTEE SHALL BE PROVIDED. 15. THE FOLLOWING LINES SHALL BE TESTED AT THE STATED PRESSURE FOR THE LENGTH OF TIME PEER. LINE SIZES 3/81 7/8"G 5/81 1-5/8"G 3/81 3/4"G 3/81 7/8"G 3/81 3/4"G NOTED: 2. SHOP DRAWINGS FOR EQUIPMENT SHALL INCLUDE FACTORY SUPPLIED PERFORMANCE DATA AT 3. TEST AND BALANCE COMPANY SHALL REVIEW AND COMMENT ON MECHANICAL DRAWINGS AT DESIGN CONDITIONS; FANS & PUMPS TO INCLUDE PERFORMANCE CURVES TIME OF PERMIT APPLICATION. A "REDLINE" SET AND LIST OF COMMENTS SHALL BE ISSUED TO E.O.R. PRIOR TO ORDERING OF EQUIPMENT OR COMMENCEMENT OF WORK. NOTES 1, 2, 3, 4 1, 2, 3, 4, 5, 6 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 BA 3. REVIEW SHOP DRAWINGS, TO BE LIMITED TTWO REVIEWS PER SUBMITTAL WITHIN THE LINE TESTING MEDIUM TEST PRESSURE (PSIG) TIME IN HOURS SCOPE OF BASIC SERVICES (I.E., INITIAL SUBMITTALL REVIEWW AND ONE RESUBMITTAL, IF NECESSARY). 4. TEST & BALANCE REPORT SHALL INCLUDE AMBIENT WB & DB ENTERING & DISCHARGE NOTES: STEAM M.P. & L.P. WATER 150 24 REVIEW OF ADDITIONAL RESUBMITTALS WILL BE CONSIDERED ADDITIONAL SERVICES, FOR WHICH THE CONDITIONS AT NEW CHILLER. 1. STEAM CONDENSATE M.P. WATER 150 24 GENERAL CONTRACTOR MAYBE HELD RESPONSIBLE. ADDITIONAL SERVICES COMPENSATION UNIT CONFIGURATION IS HORIZONTAL THE 2. PROVIDE MOTORIZED CIA DAMPER TO CLOSE WHEN UNIT SHUTS OFF. STEAM CONDENSATE H.P. WATER 150 24 FOR THIS PROJECT. ENGINEER WILL BE IN ACCORDANCE WITH THE TERMS OF THE ARCHITECT -ENGINEER AGREEMENT 5. BALANCE OF HYDRONIC EQUIPMENT SHALL BE PERFORMED VIA NEW PITOT BALANCE TUBE 3. PROVIDE CONDENSATE OVERFLOW SWITCH; SWITCH TO SHUT DOWN AC UNIT WHEN PUMPED COND, RETURN WATER 150 24 ACCESSES WITH DEDICATED BALANCING VALVES WITH SERVICE SHUTOFF VALVES FULLY OPEN. ACTIVATED. 4. SUSPEND AHU WITH RUBBER -IN -SHEAR ISOLATORS. 16. WHERE LEAKS OCCUR, REPAIR PIPE AND REPEAT TESTS. NO LEAKS SHALL BE CORRECTED BY 4. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO 6. TEST & BALANCE REPORT SHALL INCLUDE CHILLER RPM, PRESSURE READINGS BEFORE & PEENING. REMOVE AND REPLACE DEFECTIVE PIPING AND JOINTS. SUBMITTING TO THE A/E. AFTER UNIT, AND AMP DRAW. 5. PROVIDE WITH SMOKE DETECTOR IN ARIAND DUCT. CONNECT TO BUILDING F/A SYSTEM. 6. PROVIDE CO2 SENSOR IN RIA DUCT AND MODULATING 0/A DAMPER. DAMPER TO MODULATE 5. SUBMITTALS MAY BE MADE IN DIGITAL FORMAT. ORIGINAL COPIES BEARING EVIDENCE OF 7. BALANCING TOLERANCES SHALL BE +1-10% FOR INDIVIDUAL TERMINALS AND BRANCHES AND BETWEEN 200CFM AND 995 CFM TO MAINTAIN CO2 @ <110OPPM. CONTRACTOR REVIEW MAY BE SCANNED TO .PDF FORMAT AND EMAILED TO THE +/-5% FOR MAIN DUCTS/PIPES. FOR CRITICAL APPLICATIONS WHERE DIFFERENTIAL PRESSURES ARCHITECT/ENGINEER FOR REVIEW. THE ARCHITECT/ENGINEER WILL RETURN A MARKED UP COPY IN MUST BE MAINTAINED THE FOLLOWING CRITERIA APPLY: .PDF FORMAT AFTER REVIEW. POSITIVE ZONES: NEGATIVEZONES: SUPPLYAIR OTO+10% SUPPLYAIR OTO-10% 6. ALL CHANGES AND ADDITIONS MADE ON RESUBMITTALS MUST BE CLEARLY FLAGGED AND NOTED. EXHAUST AIR 0 TO.10% EXHAUST AIR O TO +10% THE PURPOSE OF THE RESUBMITTALS MUST BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RESUBMITTAL. 7. SHOP DRAWINGS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED AFTER FABRICATION WILL NOT BE REVIEWED, 8. SHOP DRAWINGS REQUIRED FOR THIS PROJECT INCLUDE: FANS, CUs, AHUs, DAMPERS, THERMOSTATS, GRILLES, DIFFUSERS & DUCTWORK. 9. SHOP DRAWING SUBMITTALS FOR SMOKE DETECTORS, FIRE DAMPERS AND OTHER LIFE SAFETY APPURTENANCES SHALL, UPON BEING REVIEWED BY THE E.O.R., BE FORWARDED TO THE A.H.J. FOR REVIEW. AN APPROVED COPY SHALL BE AFFIXED TO RECORD DRAWINGS AND A COPY SHALL BE AVAILABLE ON SITE AT THE TIME OF INSTALLATION AND FOR USE DURING INSPECTIONS. P. y N ri T -1 I r1r) 0 FLLIS G( y YR 1..1 .l. 1.:..1.1. S•-•'` cuNSUJINC EN dWEnS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone www.ell Isgritte r.com Z^ -o1W"SEDENGINEER#6t568 STATE OF FLORIDA L O CERT OF AUTH. #30408 J 1DATE NA i ENtG���� C W C L C O O O_ u .o uyi e v a t m m � gt � 0 y co L N 0 J as U 3 L u ( O > p C W am n 3 4J. m� m Edo-3m N N N 'O b' 10 E N Y VI YI crRa�wTi V� _ 3mv�oyv cay L C u 3 d � u0i a =tea O LJ QUQc<v O a 0) r E i 0 U 0) '� p U7 LJL N .0 _ m N m 04 s R � C C t ,ULU cap O 33 (p E N + O U (� i U i a s c O cc icc O "h zne J < Y z C ro L � n � W U V M W CL C E '0 vU OM fu W�rn Cn i 00 d ® C: �. 3: 3: � 4-1 1- n Lit f-Q1�ms LLQ Rev. # Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet M SHEET: f NOTES 0 16x18 O/A DUCT UP TO LOW -PROFILE GOOSENECK ON ROOF, O EXISTING LOUVER TO BE SEALED OFF AND ABANDONED. O3 REPLACE EXISTING LOUVER WITH NEW 4240 MDC LOUVER, GREENHECK ESD•635 OR EQUAL. LOUVER SHALL BEAR MDC NOA AND BE INSTALLED PER MANUFACTURER'S APPROVED DETAILS. ® CONFIRM THAT BOTTOM OF LOUVER SITS ABOVE TOP OF COOLER BELOW. INFORM FOR OF ANY DISCREPANCY PRIOR TO COMMENCING WORK. O PROVIDE SMOKE AND CO2 SENSORS IN R/A DUCT PER SPLIT SYSTEM SCHEDULE © 8x8 E/A UP TO LOW -PROFILE GOOSENECK ON ROOF. O7 6"DIA. E/A UP TO LOW -PROFILE GOOSENECK ON ROOF. ® 4" DIA. E/A FLUE FROM INSTANTANEOUS WATER HEATER TO ROOF ABOVE. O 9 12" DIA. E/A FLUE FROM BOILER TO ROOF ABOVE. 1ST FLOOR MECHANICAL NEW WORK 1/8" = 1'-0.1 - — - !1 C m C L ° E j L c O 0 w Y C 0 O p 3 � cNN = L p m Y O Q N C N u C m Y a m o.�03.°c �cv�a3 p .iJ E C L c C L O L Y m m m 3 c" c C m''mnm ¢c CL u 3 j u m w✓ U D0�o��a Q u¢cm<v co �rnv 0 N'S Mo c 'O InLL N ,a N Na) m N N U + N N G N N C l4 O co uJ EW N U 4J c— C Q) u GJ U E Ero 0,0 � U L_ M � -0 O uJ Cfl 00 >,L_O Ln MEZZANINE MECHANICAL NEW WORK 1 /8" = 11-011 Icc-1 LL a O LL 0 LU U) t--f ELLISr�C�� IRA, GRITTED. e�,M PXNSL'i.TING ENGINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 4 1106E NORTH G STREET LAKE WORTH, FL 33460 III 11Y MINE rL�' SED ENGINEER #67568 -0 ; STATE OF FLORIDA T • CERT.OFAUTH.#30408 0. AR-1 2016 DATE �V �I lS is ; �: •••• ,DNA i 0A % ❑ N C �N TC L�E�r y� LU p O O 0 Y- C p� u n Ni u�i N.c< nL O C O a m=nvu>'0 uQ mecca. t,+n3 EQo�mY r i c a aci l° v N t ,c 3 i N o 3 '& 0.2 d w c Q o n 3 j u'00 O O1LUyu Ct:Em�u cmi v U a CHI. aij ¢°U¢cm¢L v'3 Q (O 1 E 3 �M-'T q M ( LL N C "N . 67 + il RCN V/ 76 0 0 oui 3 US 33 V) G O 0 N � U U 4) i N C ��q Tom) U Q) ^U^` U L n) o E fu E� o -0 �U O M fa L. °��tL0 �W o m ern Q) i O E � 'a f _ O �:3 C i e'. Ln C:) a� oM Li - Rev. # I Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet SHEET: I I I I I I I I I I I I c2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IFsl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ — EF5 I I I I I I I I I I I I I I — EF-6 I I I I I I I I I I I I I I I I I I I EF3 I I I I I I I I I I I I I I I I I �no EF-4 I I I I I I I I I I I I I I I I I cu cu5 GLYCOL _m GLYCOL BAR At S310 7-1 11 I1 ENLARGED MECHANICAL PLAN 1w=1= � T E « 0) M G U) U..m N nCli LL m 7 U C + N C N 0 O U) .N )0) cLU c C N 0 U � U N L N U J J E L U Q) U � U CO E E� AU O M fo L.ow ratio O CoE >,Q)o �rn c O c La �- Ln U! o c+� Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date VI SHEET: DRAIN LINE SHALL BEAT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN PIPING SHALL BE RIGID COPPER TYPE L OR TYPE M UNLESS NOTE BELOW IS MET PITCH DOWN TOWARD DRAIN CLEAN OUTS NOTE: 1. CPVC PIPE MAYBE USED ONLY IF APPROVED BY LOCAL AHJ AND IS INDOORS AND DOES NOT PASS THROUGH RATED BARRIERS. 2. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILAR METALS ARE TO BE CONNECTED. UNIT TYPE A B 2" DRAW THRU [50mm] X PLUS X BLOW THRU 1" [25mm] 2X MINIMUM WHERE X = STATIC PRESSURE IN PAN CONDENSATE DRAIN DETAIL NTS SOLDER ALL SEAMS SOLDER FLASHING TO COVER OF ROOF CURB LIQUID DRAIN STRAP HANGERS PAN DIELECTRIC6 FITTING ILE COVER OPEN AREAS OAKUM )OFCURB CAN' STRI COUN FLASI ROOF ROO HANGER ANGLES STRAPS HANGERSSTRAP 3/8" BOLT HANGERS RODS BAND OF SAME SIZE AS HANGER STRAP HANGERS RODS OR STRAPS ANGLES r7:7:1\IS TRAPEZE HANGERS HEX NUTS HANGERS FOR HOT & COLD DUCTS DUCT SUPPORT DETAIL REFRIGERANT LINE ROOF JACK TYP. GOOSENECK DETAIL T 7 Nrs _ rREINFORC0ING NGLE IRON FASTENED TO URB WITH TWO #12 TEK CREWS AND TO GOOSENECK q§do NO #14 SMS EACH SIDE ICREEN PRESSURE TREATED FRAME TURNING VANE: WITH SHEET A SCREW FASTE NOTE: ALL 90° ELBOWS SHALL BE CONSTRUCTED WITH TURNING VANES AS PER THIS DETAIL. 3-PIECE ELBOWS, RADIUSED ELBOWS, AND TAP & STAB CONSTRUCTION IS NOT ACCEPTABLE DUCT ELBOW CONSTRUCTION DETAIL NTS ADD NEW 2x4 AT HANGING POINTS BETWEEN BOTTOM CHORD PANEL POINTS (TYP.) FASTEN TO JOIST WITH 3/8" LAG BOLTS CLAMPS AND SEALANT (TYP.) 1/4" 3/4" CLIP ANGLE TYP. TURNING VANE DETAIL `t NTS SUPPORT SADDLE FROM STRUCTURE CONICAL OUTLET FLEXIBLE DUCT RUN INLET:10'4' MAX BRANCH DUCT LENGTH, USE RIGID ELBOWS f' FOR CHANGE OF DIRECTION GREATER THAN 45' FLEX f SIZE > 10" i i SHEET METAL VOLUME DAMPER W/ SADDLE LOCKING QUAD 01 TYPICAL L LO3LE DIFFUSER OR CEILING REGISTER IN LAY -IN CLG, SUPPLY DIFFUSER CONNECTION DETAIL NTS (TiTHREADED ROD 2"x2"xl/4" ANGLE . bF 4 PER UNIT) SPANNING 2 JOISTS AIR HANDLING UNIT MOUNT �- HANGER AS POSSIBLE)GH STRAPS FLEXIBLE DUCT ATTACHMENT DETAIL ® REFRIGERANT LINES (TYP. OF 4 PER UNIT) o OVERFLOW SHUTOFF SWITCH o^ ` CONDENSATE DRAIN CLAMP ("') DIFFUSER LINE AND TRAP. AIRFLOW / NECKSIZE PLENUM CEILING D+2„ D FACTORY SUPPLIED MOUNTS VIBRATION ISOLATOR CEILING LAY -IN DIFFUSER J WASHER AND DOUBLE HEX NUTS SUPPLY AND RETURN DIFFUSER CONNECTION DETAIL NTS C � AHU MOUNTING DETAIL C=C 2" RECTANGULAR TUBING #6061-T6 ALUMINUM 1.75"C ALUMINUM POST #6061-T6 SEE STRUCTURAL DWG FOR MOUNTING LOCATIOP. (MIN. 4 PER UNIT) ��CONDENSING UNIT MOUNTING DETAIL �r L=1/4W. 4" MIN. 4"X4" 24 GA. GALV. BOTH SIDES MAIN DUCT VOLUME DAMPER IN 24 GA. GALV. METAL SLEEVE WITH EXTERNAL DAMPER OPERATOR WITH POSITION INDICATOR AND SET LOCK BRANCH DUCT SUPPLY BRANCH TAKEOFF DETAIL NTS F L Fm ; lEI.y,LI�S7�cy��C���7 GRI i .1. 1:J1.1. '•' ;DNSULTING EN(jINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106B NORTH G STREET LAKE WORTH, FL 33460 (561) 370-3300 phone ylyplL�IleOritteccom c d 5 U! +L+ T a L E J L rn�w C O N O O 4 m 3 m` c = E pa vOi CQ Nt 2 � U 0z OO .v,c cti y, n3 4-1 E o g�m vi.c f03 L. C O Yyr m:E Y c c m 3 d L Y a c w ; c N o 0 m °', w u v ,+--, a E ,.m, � u= U 0 0 T C $ ¢ c m Q v 3 76 Q E c c Cl) LL N y p N -a a1 di N Tn C N C3i OD Oo V a) U 33 ca C N O U U N J J fo a E O a) U : c U AIL, U U MW W E E O ru -0 -� >, U ® M fV L.6 (1)-0LL0 W O COLn ,M Q) L 00 O Q) Ln fo �. C ® 7 L � Rev. # Date Project 15-0185 ,�� e�N ELL/So��,� Number % \� �10 Status PERMIT •• �. Issue 11-Mar-16 EN ELLIS PE date * BED ENGINEER g675Bp STATE OF FLORIDA •�_ w w ^ b CERf.OF AUTH p304081 w ► Sheet o• .?. i�'�ssSONAe1 %%% SKEET: PLUMBING GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND OR GOVERNING AUTHORITIES. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND ORDINANCES, 3, CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4, PLUMBING DRAWING ARE DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION 5. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED OTHERWISE. 6. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 8. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 10. DUE TO THE DIAGRAMMATIC NATURE OF ENGINEERING DRAWINGS, NOT ALL OFFSETS, ELEVATION CHANGES, AND FIELD CONDITIONS ARE DEPICTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH OTHER TRADES AND CONDITIONS IN THE FIELD. 11. NOT ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM ARE ILLUSTRATED IN DETAIL IN ENGINEERING DRAWINGS. THE COMPLETED SYSTEMS DEPICTED IN THESE DRAWINGS SHALL BE FULLY OPERATIONAL WITH ALL ACCESSORIES AND APPURTENANCES REQUIRED FURNISHED AND INSTALLED BY THE CONTRACTOR, 12, ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THE WORK. 13. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTING. 14. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIALS WHICH ARE NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL. 15, ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR MAY RESULT IN ADDITIONAL SERVICES FEES BY THE A/E PROFESSIONAL. 16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 18. VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE BALL VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. 20. MAIN WATER SUPPLY SHALL BE EQUIPPED WITH A BACKFLOW PREVENTER. 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM BREAKERS. 22. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS ON QUICK CLOSING VALVES, NEAR THE FIXTURES IN AN EFFECTIVE RANGE, 23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 24. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 25, THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT/ENGINEER PRIOR TO COMPLETION OF THE PROJECT. AUTHORITY HAVING JURISDICTION OR BUILDING DEPARTMENT ACCEPTANCE OF FIELD REVISIONS IS NOT A SATISFACTORY CONDITION OF PROJECT COMPLETION. PROJECT COMPLETION IS UPON E.O.R. ACCEPTANCE OF ANY AS -BUILT CONDITIONS OR DEVIATION FROM APPROVED PLANS, MATERIAL SPECIFICATIONS 1. DOMESTIC WATER SHALL BE HARD COPPER PIPE TYPE "L" ANSI / ASTM 8-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON NO HUB 301.72 ABOVE GRADE, MECHANICAL JOINTS W/S:S. CLAMPS BELOW GRADE. ABOVE 10 FLOORS CLAMPS SHALL BE HUSKY ORANGE SHIELD HD4000. SUBSTITUTES MAY INCLUDE CLAMP -ALL 125 AND MG. 3. SCHEDULE 40 PVC D.W.V. MAY BE USED ON SANITARY, STORM DRAINS, AND CONDENSATE LINES WHERE LOCAL CODE AND ORDINANCES WILL ALLOW. PVC MAY NOT BE USED IN ANY MECHANICAL ROOMS OR IN ANY RETURN AIR PLENUMS AND MAY NOT PENETRATE ANY RATED WALL OR FLOORS. PVC MAY NOT BE INSTALLED IN ANY GARAGE SPACES. 4. DOMESTIC HOT WATER PIPING ABOVE GRADE TO BE INSULATE LINES WITH 1/2" THICK PREFORMED ARMAFLEX PIPE INSULATION, 5. UNDERGROUND COPPER PIPING SHALL BE INSTALLED BELOW GRADE SHALL BE INCASED A BLACK POLYETHYLENE PLASTIC SLEEVE CONTINUOUS, TO EXTEND 6" (SIX INCHES) ABOVE FLOOR SLAB. NO FITTINGS SHALL BE INSTALLED BELOW GRADE WITHOUT DIRECTION APPROVAL AND UNDER THE DIRECTION OF ENGINEERS OF RECORD DIRECT PROVISIONS, C PLUMBING SYMBOL LEGEND PLUMBING PIPING SYMBOLS DOMESTIC COLD WATER, COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN SANITARY SEWER SANITARY SEWER, BELOW GRADE - STORM WATER - So `D - STORM WATER, BELOW GRADE EXISTING PIPING TO REMAIN X-X X DENOTES TO BE REMOVED, AND DEAD ENDS TO BE CAPPED WITH IN 5' FT OF BRANCHE. GENERAL PLUMBING SYMBOLS DIRECTION OF PIPE PITCH (DOWN) DIRECTION OF FLOW ANCHOR REDUCER OR INCREASER ECCENTRIC REDUCER TOP CONNECTION, 45" OR 90' BOTTOM CONNECTION, 45' OR 90" SIDE CONNECTION CAPPED OUTLET RISE OR DROP IN PIPE UNION PIPE UP PIPE DOWN POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK LIMIT OF DEMOLITION INVERTED BUCKET TRAP SET INCLUDING PIPING ACCESSORIES FLOAT & THERMOSTATIC TRAP SET INCLUDING PIPING ACCESSORIES STRAINER THERMOMETER PRESSURE GAGE FLOW ELEMENT CLEAN OUT HOSE BIB PLUMBING VALVE SYMBOLS PRESSURE REDUCING VALVE FULL PORT BALL VALVE GLOBE VALVE BALL VALVE WITH 3/4 "HOSE ADAPTER CHECK VALVE ANGLE GLOBE VALVE BUTTERFLY VALVE MODULATING CONTROL VALVE MODULATING CONTROL VALVE IY sir[YIIibHYY[iPNIi]r!Il:i�l�pl�gq THREE-WAY MODULATING CONTROL VALVE Yi71:l3�rir/:� Yi rirNllibHYl[�P[�IiL11L'(i7�9:l�rl� PRESSURE REGULATING VALVE AUTOMATIC FLOW CONTROL VALVE PRESSURE RELIEF VALVE MANUAL AIR VENT TEST PLUG(PRESSURE/TEMPERATURE) AUTOMATIC AIR VENT NOTE: THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON PROJECT DRAWINGS WATER HAMMER ARRESTOR - PIPING SCHEDULE SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA MFG.CAT. TYPE NO. 1 100 200 300 400 NOTE: ** P. D. I. SYSTEM A B C D FIXTURE UNIT RATING 1 -11 12-32 33.60 60-113 REMARKS: SYMBOL Z-1700 88 F.U. 256 F.U. 490 F.U. 904 F.U. NOTE: ** FLOOR DRAIN - SCHEDULE SYMBOL SELECTION BASED ON: SIZE REMARKS MANUFACTURER MODEL NO. FD-1 ZURN Z-415-613-P ALL AREA - WHERE SHOWN OR PLANS FD-2 ZURN Z-556-IC-Y ALL AREA - WHERE SHOWN OR PLANS FD-3 ZURN Z-645-IC-Y ALL AREA - WHERE SHOWN OR PLANS NOTES; TRAP PRIMERS: PROVIDE TRAP PRIMER IN RESTROOMS, AND AS INDICATED ON DRAWINGS WITH EQUAL TO SLOAN F-72-Al. GAS WATER HEATER SCHEDULE SYMBOL MANUFACTURER MOD NO. I BTUH I TEMP GALS I REMARKS GWH-1 RINNAI RUR ULTRA SERIES 1 199 MBH 1 50 1 NIA I INCLUDE FACTORY HW RECIRC PUMP AND RECIRC PORT, PLUMBING FIXTURE SCHEDULE MARK TYPE MODEL F.U. CONNECTIONS NOTES C.W. - 1" P-1 ADA WATER CLOSET, FLOOR MTD. BY OWNER 4 H.W. - N/A 1,25,647 TRAP - INTEGRAL C.W. - 1/2" P-2 ADA LAVATORY, WALL HUNG BY OWNER 1 H.W. - 1/2" 1,2,3,4,5,&7 TRAP - 1-1/4" C.W. - 1/2" P-3 ADA LAVATORY, COUNTER TOP BY OWNER 2 H.W. - 1/2" 1,2,3,5,&8 TRAP - 1.1/2" C.W. - 1/2" P-4 URINAL BY OWNER 2 H.W. - 1/2" 1,2,345 TRAP - 1-1/2" C.W. - 1/2" P-5 BAR SINK BY OWNER 2 H.W. - 1/2" 1,2,3,&5 TRAP - 1-1/2" C.W. - 1/2" P-6 3 COMPARTMENT SINK BY OWNER 2 H.W. - 1/2" 1,2,345 TRAP - 1-1/2" NOTE: 1. FIXTURE FINISH & COLOR AS PER ARCHITECTURAL / OWNER APPROVAL 2. PROVIDE ACCESS PANELS FOR EACH SET OR GANG OF VALVES 3. SINK TO HAVE 3-HOLE 8" O.C. CONFIGURATION 4. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT FOR ADA LAVATORY WITH FACTORY TRAP GUARD. 5. ALL PLUMBING FIXTURES& FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604A & SEC.604. 6. PROVIDE CADET 3 FLOWISE TOILET TANK WI LOCKING DEVICE & LEVER WITH CHURCH 5321.112 WHITE OPEN FRONT SEAT WITH COVE. 7. PROVIDE AS NOTED ON PLANS, HARD WIRED; SOLENOID VALVE FOR REMOTE WATER CONTROL, SHUT OFF VALVES FOR ASSIGNED RESTROOM AREAS. REFER TO ELECTRIC DRAWING FOR LOCATION, MOUNTING HIGHT OF SWITCHS. 8. PROVIDE GARBAGE DISPOSER; EQUAL TO INSINKERATOR MODEL EVOLUTION EXCEL, WITH ANTI -VIBRATION MOUNTING. 9. JANITORS SINK; FIAT MSB - 24"x24"X10" RECESSED, MOLDED STONE #231 COLOR DRAIN SHALL BE FACTORY INSTALLED STAINLESS STEEL #302 WITH COMBINATION DOME AND LINT BASKET. DRAIN BODY SHALL PROVIDE FOR A LEAD CAULKED JOINT TO A 3" I.P.S, 832 HOSE AND HOSE BRACKET, 889-CC-24" MOP HANGER. 10. LAUNDRY BOX; PROVIDE HOT& C.W. HOSE VALVE CONNECTION, WITH 1/2" STOPS IN BOX, INVERT OF BOX AT 38" A.F.F. C ro E ® U L. I Q) C0 ru �1 L. -I ® co L fI ro C: 0 ReV. # Date ELLISc�C� 9**'oa CRITTER h Psp� a�5* ;orvsl:'-TiNr, Erv;IN[ERs ENGINEERING FOR TODAV'S BUILT ENVIRONMENT 1106B NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone w .ellisgrittoncom Project �J`N%�LLIS 11'���� i Number % i • • psi Status Issue �� •. F LE LIS PE ' = INUR OFLORDAA75 date TAE -M= it . RT. OF UTH. 930408 ll.l Sheet w� �i�'}% • • DATE •0, Ft 0 si. �% Ji�``S$' ON 15 PER 11- /'TIE INTO EXISTING / LIFT STATION 1ST FLOOR SANITARY PLAN 1/8" = 1'-0" 1O CONNECT TO NEW FLOOR TRENCH KEYED NOTES Q o a' r■ •a • s • ■ 0 MEZZANINE SANITARY PLAN 1/8" = 1'-01, F!( N i Ta L O E j L m v o C L pWi 0 u0i cQ N N U Qu .v.,c�v�n3 4-J m c'od-n c m a n w m c C\ t+ C N L N N N •L �o mL m v U 3 c c U W c C c w c u o � c 3 ctji u Q .oZ Ev Ov 9 C G g- U O U ¢u¢cm¢'o3 N J N U.N C 01 N v m 7 r- E t M C 04 c0 0 0 fn w E N U � +r U 4) U J J C fu a E O U PIS -J r- U Q) U L. v E E� o:2 U L- cn (� 0� W � i I 00 O C Ln L. A � O MO �- ALL.. Rev. # I Date W a O LL 0 V) t-1 / i ♦ l ^� 9 r.•.,3 G.RIT'I ER. `•=•" CONSULTING ENGINFIRS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106B NORTH G STREET LAKE WORTH, FL 33460 _.ffi81) 370.3300 phone 0 FW w Project Number i Status • Issue E�V ELLVPE : * : ;LI date SE ENGINEkRM67568; STATE OF FLORIDA - * : CERT. OF AUTH. #3W8 Sheet 9 •- MAR SSION .1 15-0185 PERMIT 11-Mar-16 SHEET: SERVICE 1ST FLOOR DOMESTIC WATER PLAN 1/8" = 1'-0 ELLIS�� NO (Y RITTER. ':`IONSIATINC EWANEEHS ENGINEERING FOR TODAY'$ BUILT ENVIRONMENT 11068 NORTH G STREET (. • LAKE WORTH, FL 33460 (561) 370.3300 phone www.ellisgritteccom W % ENE i C N° p0 ��• L ED NGIINEER#6756; 37 : STATE OF FLORIDA Q ERT.OF AUTH. 930408I iLE 11111 C W C O E L C L Y U C OO p� N v �3Lpc=L ndY�n �,cQ QQ p c w n3 aJ p'c - n m M E�`oM3�°L J�J ie E L L 3 l•��•'�' V• y Y U C V V O N 'rnv .� 3 o._ � p L L L Y C p ro w a p 3 c c Y N O n C N C C C j a C 76N U O U A:L n E."_, 6 U 9 c u Y T L n t 8 (n J N C m LL N N 04 Z N N fC O _0) U)LU OU (D (n EC 0-0E O N T O U � 4-1 U O i co U J J E L O � U 0) U M� U W E E fu 0-2-0 �U oM -0 0 O LC , a� f�U) E 00 L. O fu C: 3: Ln � i C) 1--1 0 L L Rev. # Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet P-4 SHEET: MEZZANINE DOMESTIC WATER PLAN 1/8" =1'-0" x :ELLISc GRITTER SONS01TIN0 ENrlNEE04 ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone w .eIllsgritterxom E � � *.r• N'ELG PE'. SED ENGIN R 967V8 STATE OF FLORIDA CER .'AUTH.#30408; R 1 4 20I€ °DATE `.�<6 SOON L e* e n n►N G N G d N ) p L O E J£ U 0 L 0 V V C 0 p 3 N L � v d v c J L p, v N upi 0 c Q L o p c v u N t u O L J d a�nu 30 pu ,v,ccD�a3 4-J roov v.ca Eao'3D acimvasr3 C C N J U • W a L.0 s c pyav+•, ` m c -a ^ M, E- may a c C_ N• p C N O ii. O 3 4J aui9'cowAc =a Etcv ¢u¢i Oc mQ'Jo3 n 0) U � M •13 C �0 W —1 N .m N O V L m = I- U t M co N O fn 20 (D U E + N 0 U � U U .J J E o U /Q)� V U LU EC - E fa �U O M fu Q) -0 LL O O ro LJ U)i 00 O �3afo= _ � L. Ln O Li - M Rev. # Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet P1111111115 SHEET: P3 105 P4 P2 P1 P.1 P-2 LOSE 113 107 S 3" FO �I � II L--------- 1ST FLOOR ENLARGED SANITARY PLAN 1 /4" = 11-0" F_ � II I��/' SCHIER GE-15 UNDER SINK GREASE INTERCEPTOR RATED FOR 15 GPM AND 74EES GREASE WASTE QD. 4S pCO. 1ST FLOOR ENLARGED DOMESTIC WATER PLAN 114" = 1'-0" C a _ .v N T9 L E j u V Y U m3g00�y n o w c m in '�'U 0s0 a n n U 3 0 N G L pp a;cca�o3 E v o m Y c a L 9 L 0 U o°�w Qc a c V o YUMc V Y V N U N E` O U .'a_'� D C` T 0 Q Ua IQCV U Q O 3 m N W RCN lJJ cap 0 2 t� a)Lu cC C O N T O U � :c L CIO a, ® -J U L U v °' 00 E ca 0-2 - U ®M fu (1)C 0 ���0 CAL- ® �a� — ° T�Ln 0� I-q a�-ILu Project 15-0185 Number Status PERMIT Issue 11-Mar-16 2" VTR TO CIVIL r� \ \\ ITRENCH DRAIN EXISTING SANITARY \` e f-TRENCH DRAIN e C.O. \ 2" VTR \\ 2" VTR \` EXISTING \\ \\ WATER COOLER ?"S to � (V CV a� P 3 1 1/2" S \arys W P 2 1 1 v2^ s P > 3 Sanitary Riser 3„s P2 1 1/2" S P-2 3"S P-1 2 9 /- FROM UTILITY DIRT LEG- `2823 MEN BOILER GAS RISER CW SUPPLY TO WATER HEATER PIPE UNION: DIELECTRIC IF DISSIMILAR ME WELDED STEE EXPANSION TA W/POLYPROPY E LINING BUTYL DIAPHR AIR CHARGING .111 I_ FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPE HANGER NEXT TO PIPE TEE SHUT-OFF VALVE WATTS NO. 530 i" CALIBRATED PRESSURE RELIEF VALVE SET AT 100 PSI HARD COPPER RELIEF VALVE DISCHARGE LINE TO END OVER FLOOR DRAIN AIM DOWNWARD WITH 2" AIR GAP UNIT SHALL BE FDA APPROVED FOR DOMESTIC WATER USE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. DOMESTIC EXPANSION TANK SCAL7 tO SINK OR LAVATORY O2 STOP VALVE 3O WADE W-8480-ST10 FRAME AND COVER 8"X8" ® WADE MODEL 14-2400 TRAP PRIMER (UNION JOINT) O ANGLE VALVE © UNION 7� COLD WATER SUPPLY FLOOR DRAIN APPROVED TRAP PRIMER -(4LF IT Tr- STEEL I -BEAM OR BAR JOIST HANGER ROD SHALL BE TIGHTENED HARD AGAINST STRUCTURALS MEMBER HANGER NO.24 BOTTOM BEAM C-CLAMP MODEL 300 MICHIGAN BOTTOM BEAM C-CLAMP OR EQUAL WITH LOCK NUT ALLTHREAD ROD SWIVEL RING HANGER UI» PIPE HANGER / SUPPORT FINISHED WALL SURFACE 2O THREADED CLEANOUT PL O3 TEST TEE ® ACCESS COVER AND FRAI WALL CLEAN OUT ,CALL.. NT.3. GALVANIZED SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEI PIPE CL COVER 18 GA. SHEET METAL SADDLE FOR INSULATED PIPES; r" THICK NEOPRENE SLEEVE FOR UN -INSULATED PIPES NOTES: 1. APPLICABLE FOR CONTROL TUBING 2. APPLICABLE FOR PIPING NO LARGER THAN 1 i" 3. APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING PIPE / TUBE SUPPORT AT N.T. S, PROVIDE EXTRA HEAVY FLASHING AND PATTERN FULL OPENING IRON COUNTER FLASHING BODY TRAP SCREW FERRULE OF VTR IS BY & CONCRETE SLAB ROOFING MIN.12" ABOVE ROOF NORMALLY. EXTEND ALL BRASS CLEANOUT WITH 7 CONTRACTOR TO COUNTERSUNK HEAD / HEIGHT OF PARAPET WHEN WITHIN 10 FEET I I OF PARAPET V MIN. a II II III ROOF DECK � u w q a 9 OR DRILL ANCHOR PIPE TO ROOF DECK 1 PROVIDE OR JOISTS WITH U-BOLT SLEEVE IF AROUND PIPE AND ANGLE REQUIRED IRON WELDED OR SCREWED BY TYPE OF TO DECK OR JOIST ROOF DECK SAME SIZE AS SEWER MAXIMUM SIZE 4" COMBINATION "1"' & 1/8" BEND FLOOR CLEAN OUT/DETAIL $"ALG'. H I .. 2 HOUR FIRE RATED THROUGH 0e PENETRATION FIRESTOP FOR - "' " SINGLE METAL PIPE THROUGH CONCRETE FLOORS R WALLS USING FYRE-SIL— CAJ1064 F-RATING = 2 HR (369) T-RATING = 0 HR FLOOR OR WALL ASSEMBLY=4.5" THICK CONCRETE O COPPER TUBING-4" (OR SMALLER) TYPE L (OR HEAVIER) COPPER. ANNULAR SPACE IS MIN i" TO MAX 2w" O A) PACKING MATERIAL -MIN 3i" THICKNESS (MIN 6 PCF) MINERAL WOOL INSULATION B) MIN i" THICKNESS FYRE-SIL INSTALLED WITHIN ANNULUS NOTE: FOR WALLS APPLY FYRE-SIL TO BOTH SURFACES OF WALL UL FLOOR PENITRATION I'll I REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS, LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE PPnI IIRFII TO NAFFT THPRF r.nNnITIONR. VENT THROUGH ROOF/VTR tRE►11 [0 1 or 2 I T 1 1 ,-I through Per,Ir h.,, 11 1 , Sinclle Meml Pipe through !,yps rn wells usinc; TREMstop WPM. WL1051 F-RATING =1 AND 2 HR. T-RATING = 0 AND i HR. 3 3 2 2 1 OR 2 - HOUR FIRE RATED GYPSUM WALLBOARD/STUD ASSEMBLY p A) STEEL PIPE-6"i7 (OR SMALLER) SCH 40 (OR HEAVIER) STEEL B) CONDUIT-4"❑ (OR SMALLER) EMT OR RIGID STEEL ilrl Mat,pWkM — fall M-ix. /4" innUIL; IT i Ill ✓">.. ail '1 ° (2 Hr. f—rutir,i) or 314" (1 II F- lir U- UL WALL PENITRATION 'CA,E. N.T.S. ADJUSTABLE C.I. FLOOR LEVEL CONCRETE FLOOR OR SLAB INTERIOR FLOOR CLEAN OUT Fps � C�3PY ELLIS&) !r:;, GrRITTER VI" CJNSU!.TING EIT:f INEF.flS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561)370.3300 phone w %elIlsgrltter.com it O � CERT OF AUTH. #30408 r .(t r�s AT i s�• .h' f U'. p���ptiq EN`G C v C E= Y O L U G O O 0 p L y a c L O. U1 i N yvj G Q B m -yUj p t 0 U 3 OO T o L cco„o.3 4-J Ea o c a o w 10 v Et t .f0c 3 �mN",�, a L--, N C. U v a 3 v� v C i~vav i. c cv >>c .moo c Q Y T5:2a Er'yv U a c E o c' a b Q U Q N<� 3: (0 < ° E rn r O N ,0 U- N � r N r W C CID C V f0 � O � •fn CW E + N O U 4-1 ci ..0 cc5 4 d o ry t 00 o zON J Q Y z U J J /� f^V Cl E L c L U � U CID E ra 0-2 -0 �U L_ M f L. -0 W 0 0 m >-�O � � a—e--� fu V) 5, � L.O Ln F- F— 0� L- u Rev. # I Date Project 15-0185 Number Status PERMIT_ Issue 11-Mar-16 date Sheet SHEET: ELECTRICAL GENERAI. NOTES 1. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE, O.S.H.A. REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. 2. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS MAY BE REASONABLY IMPLIED BY EITHER. 3. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS, EQUIPMENT AND SUPPORTS WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS, 4. MATERIALS: THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE E.O.R. PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 5. GROUNDING: GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED, 6. CONDUITS: ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. ALL ABOVE CEILING CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER SYSTEMS. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, LIGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL HAVE ALUMINUM ARMOR & INTERNAL GROUND STRAP IN ADDITION TO EQUIPMENT GROUND. USE "LIQUID TIGHT' WHEN EXPOSED TO WEATHER. 7. CONDUCTORS SIZE #8 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOLID, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98% CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WIRE WAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. 8. CONTRACTOR SHALL VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVER CURRENT PROTECTION REQUIREMENTS BEFORE PERFORMING ROUGH -IN WORK. 9. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 10. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE THE PROPOSED SCOPE OF WORK. ALL NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE BASE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASS THROUGH THE AREA OF CONSTRUCTION. 11. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 12. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE OWNER, 13. AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTION TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE, 14. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. ELECTRICAL DEMOLITION NOTES 1. EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, WIRING DEVICES, CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED COMPLETELY. CUT/CAP CONDUITS AT THE AREA OF WORK PERIMETER AND REMOVE CONDUIT WITHIN THE WORK AREA, DISCONNECT WIRING AT THE OVERCURRENT PROTECTIVE DEVICE AND REMOVE WIRING COMPLETELY FROM THE ABANDONED CONDUITS. 2. REMOVE ALL ACCESSIBLE ABANDONED WIRING OF ALL TYPES, OR CAP AND LABEL IN JUNCTION BOX FOR RE -USE, IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE. 3. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND CONDUCTORS PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS. AS -BUILT AND RECORD DRAWING NOTES: In the event that the installed systems deviate from the engineered plans, the documentation of these deviations shall follow the procedure outlined herein and shall comply with the Engineer's Responsibility Rules as defined in statute 61G15-30.002 1. As -built drawings are prepared by the contractor. They show on -site changes to the original construction documents. Contractor shall be responsible for accurately and completely documenting the changes. 2. The contractor shall record on the as-builts the name and license number of the person in responsible charge of the work performed, and certify that the as -built records are true and thorough. 3. The as -built drawings shall be presented to the Engineer for review. 4. If accepted by the Engineer, the information from the as-builts shall be incorporated into the engineered plans, and these plans shall then be Record Drawings 5. In the Record Drawings, the Engineer shall cloud and tag all information incorporated from the as-builts. The Record Plans shall be signed and sealed to confirm to the Authority Having Jurisdiction that the as -built records conform to required Code and Design Standards. 6. The Record Plans shall clearly indicate that the Engineer relies on the Contractor for the accuracy of as - built information, and that the Engineer assumes no responsibility for the accuracy of the information given to them in the form of as-builts. ELECTRICAL SYMBOL LEGEND MR PANELBOARD CABINET, FLUSH MOUNTED RECEPTACLE,DUPLEX RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE, QUADRAPLEX -e RECEPTACLE, SINGLE ® FLOOR RECEPTACLE, DUPLEX RECEPTACLE, SPECIAL PURPOSE A =120V, 20A, 1 PHASE, 2-POLE, 3W, NEMA 5-20R B = 208V, 20A,1 PHASE, 2-POLE, 3W, NEMA 6-20R C =120V, 30A,1 PHASE, 2-POLE, 3W, NEMA 5-30R D = 208V, 30A,1 PHASE, 2-POLE, 3W, NEMA 6-30R E = 208V, 50A,1 PHASE, 2-POLE, 3W, NEMA 6-50P F = 208V, 30A, 3 PHASE, 3-POLE 4W, NEMA 15-30R G = 208V, 50A, 3 PHASE, 3 POLE, 4W, NEMA 15-30R H = 208V, 60A, 3 PHASE, 3 POLE, 4W, NEMA 15-60R DROP CORD, SINGLE CONVENIENCE OUTLET, 3-WIRE, GROUNDING TYPE, 20A, W/#12 CONDUCTORS IN FLEXIBLE CORD (CENTER LINE OF OUTLET: 6-6" 11981 mm] AFF. MINIMUM). O1" INNER WALL CONDUIT STUBBED 12" ABOVE CEILING AND CURVED 90°; CONDUIT TO TERMINATE IN 2"A" JUNCTION BOX WITH PULL STRING os OVERHEAD MOUNTED OCCUPANCY SENSOR co CARBON MONOXIDE SENSOR so SMOKE DETECTOR CAT 5/ RG6 CABLE COMBO OTHERMOSTAT DISCONNECT SWITCH, UNFUSED $, SWITCH BLANK = SINGLE POLE 2 = DOUBLE POLE 3 = THREE-WAY 4 = FOUR-WAY D = DIMMER K = KEY OPERATED LV = LOW VOLTAGE L = LOCK LM = LOW VOLTAGE MASTER P = WITH PILOT LIGHT PB = PUSH BUTTON STATION RC = REMOTE CONTROL T = TIMER OPERATED WP = WEATHER PROOF X = EXPLOSION PROOF Mo = OCCUPANCY SENSOR ❑F FIRE PULL SWITCH ❑ GARAGE DOOR OPENER SWITCH OUTLET, COMBINATION TELEPHONE/DATA COMMUNICATION NONE = WALL TYPE C = CEILING TYPE 1 OUTLET TELEPHONE; LETTER INDICATES AS FOLLOWS: J = JACK TYPE W = WALL TYPE C = CEILING TYPE Q OUTLET, DATA ONLY I,T 3-GANG COMPARTMENT BOX IN FLOOR FOR TELEPHONE, DATA & RECEPTACLE. „H TELEPHONE BACKBOARD (WALL MOUNTED) ' EXIT SIGN, WALL MOUNTED WITH DIRECTIONAL ARROWS AND FACES AS SHOWN EXIT SIGN, CEILING MOUNTED WITH DIRECTIONAL ARROWS AND FACES AS SHOWN NOTE: THESE ARE STANDARD SYMBOLS AND NOT ALL MAY APPEAR ON PLANS ELECTRICAL FEEDER SCHEDULE FEEDER AMPACITY CONDUCTOR SIZE (kemil) CONDUIT SIZE & N GIRD 3CI & GIRD. 30 & N & GRD. 20 #12 #12 3/4" 314" 30 #10 #10 3/4" 3/4" 40 #8 #10 3/4" 1" 50 46 #10 1" 1" 70 #4 #8 1.1/4" 1.1/4" 80 43 48 1-1/4" 1.114" 100 #1 #8 1-1/2" 2" 110 #2 #6 1-1/4" 1.1/2" 125 #1 #6 1-1/2" 2" 150 #1/0 #6 1-1/2" 2" NOTES: 1. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILI 2. ALL CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-16 OF THE NEC FOR COPPER CONDUCTOR TYPE THW/THWN. 3, AMPACITIES AND DO NOT NECESSARILY CORRESPOND TO CIRCUIT FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER BREAKER AMPACITIES. ELECTRICAL SYMBOL LEGEND gFIRE ALARM SPEAKER FIRE ALARM SPEAKER/STROBE. PROVIDE WITH CANDELA RATING INDICATED. WHEELOCK "ET" SERIES. �n7 WEATHER PROOF FIRE ALARM SPEAKER/STROBE. PROVIDE wP WITH CANDELA RATING INDICATED. WHEELOCK "ET70WP" SERIES. O FIRE ALARM STROBE. PROVIDE WITH CANDELA RATING INDICATED. WHEELOCK "RSS" SERIES. WEATHERPROOF FIRE ALARM STROBE. PROVIDE WITH CANDELA ,O Wp RATING INDICATED. WHEELOCK "RSSWP" SERIES. O 2 SMOKE DETECTOR Oz SMOKEMEAT DETECTOR. NOTIFIER "FAPT-851" SERIES O DUCT SMOKE DETECTOR. NOTIFIER "FSD-751 P" SERIES FIRE ALARM MANUAL PULL STATION. NOTIFIER "NBG-12LX" SERIES TAMPER SWITCH E FLOW SWITCH MONITOR MODULE. NOTIFIER "FMM-V SERIES. 0 ADDRESSABLE FIRE ALARM CONTROL PANEL. PROVIDE WITH 90 MINUTE BATTERY BACK-UP. NOTIFIER "NFS-3030" SERIES. 0 FIRE ALARM POWER SUPPLY 0 FIRE ALARM SYSTEM ANNUNCIATOR. NOTIFIER "LCD-160" SERIES. FIRE ALARM AUDIO AMPLIFIER. NOTIFIER "AA" SERIES. GENERAL NOTES EXISTING BUILDING CONDITIONS SHOWN ARE BASED OFF OF VISUAL SURFACE OBSERVATION AND RECORD BUILDING PLANS; CONTRACTOR SHALL VISIT SITE AND V.I.F. ALL CONDITIONS, EQUIPMENT, AND CONDUIT / CONDUCTOR PRIOR TO COMMENCING ANY WORK OR ORDERING ANY EQUIPMENT. NOTIFY E.O.R OF ANY DISCREPANCIES. LIGHTING SCHEDULE TYPE MF&. CAT.?DESCRIPTION TOTAL LAMP WATTS VOLT MOUNTING NOTES W. WATTS TYPE. WILLIAMS CHAIN 217 4 54 T5H0 UNV HUNG HL4-454T5H-WD-EB4-UNV B WILLIAMS 58 2 32 T8 UNV RECESS LF T-24-232-S-A.12I25-EB2-UN'v WILLIAMS CHAIN '4ii9 d 3.2 Ttt. UNV HUNG, HL4432-WD-EB4-ONV EM BE€aHELL1 3.4 2 15 UNIV SURFACE PEH-1 F INTENCE 1 1 18 PAR30 UNV TRACK MOUNT ITL44-5 I ILEDI7PAR30LN-DIP I-P-930-FL40 G THOMAS 30 10 --EDAM 120 WALL 19OD24217 H WILLIAMS 5P L 32 T8 UNV WALL 29-4-232-A-EB2-UNV LUMIMIS 60 1 - LED UNV PENDENT PR9670-L1W65RO-'120-ELK-K30-STC50DiM XEM BEGHELLI 54 LED UNV WALL PCH-R-SA LITHONIA WEATHER PROOF FLOURECENT K XWL232 MV 256 32 T8 ELECTRICAL ROOM 3 SETS OF 300 WITH 429 IN 3c. EXISTING ELECTRICAL RISER 1'-01, ELECTRICAL RISER KEYED NOTES (D150 KVA XFMR FED FROM 175A BREAKER IN MDP VIA 2/0 WITH #6g IN 2" C.; GROUND SEP DERIVED SYSTEM AS PER NEC250 WITH # 2 GROUND TO EARTH ROD & BUILDING STEEL. O NEW 460/3/60 600A MDP. Q NEW 400A 208/3/60 PANEL; SUB PANELS "LAV & "LA2" TO BE FEDTHROUGH EXISTING WIREWAY AND 2' CONDUIT WITH 3/0 WITH # 6g EACH. WAREHOUSE RECESS C O) C L y N W 0 N N m�E'� c 3 y `o L N L m m'aco� 0 m 3 o i U 3 L T p T N +J 4 Ec`023'°L `i D c 'ovy _ d a 3' .0LaL—'y a rn m pv Qc LL 3�waE Mc O 'tea -,=a „um U = o B o c L n Q U Q c m Q a 3 �0 m E .r rnv O � U CD M C CD 5 O U) 'y LL N m G) t C-4 m P N U) C N )C)� V/ 0 O N N u ECO f N O U Ci U J J ro — E L 0 N a- J r~-I U C 41 W ^W^,, U MWj� � W E 0 E (6 LL o� p "0 U ®cam 0 0 L L W I 0 I --I CO(su li L 0 ru r ro JCL.-. 0 ® C a. N Ul j, :3Lp M I --I F- oC LL- .� MRev. # Date 0 ELLISc� r§j? GYRITT ER. Q!5" f,ONSI;_TING ENGINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 11065 NORTH G STREET LAKE WORTH, FL 33460 (561)370.3300 phone www.e I1isgritte c.com Project 15-0185 ,NELLIS Number •...... OP) F• Status PERMIT �� � Issue 11-Mar-16 FILLE C.BE ELLIS PE date CEN ENGINEkR #67568 *� ATE OF FLORIDA �w= Sheet CERT. OF AUTH. #30408 . '%MAR 1 420i Eiiiiiiiiiil , �SSI ON Pe `��SHEET: 1ST FLOOR_ ELECTRICAL POWER PLAN 1/8" = 1'-0" KEYED NOTES O1 INSTALL (1) 6" CONDUIT BELOW SLAB BETWEEN BREWHOUSE MOTOR PANEL (BR1) AND THE BREWHOUSE. COORDINATE EXACT LOCATION WITH OWNER. OINSTALL (1) 6" CONDUIT BELOW SLAB BETWEEN BREWHOUSE PLC CONTROL PANEL (BR2) AND THE BREWHOUSE. COORDINATE EXACT LOCATION WITH OWNER. O3 DISCONNECT FOR WALK-IN COOLER 107 ® COORDINATE ELEVATIONS OF TELEVISION OUTLETS WITH OWNER O6 DISCONNECT FOR GLYCOL RESEVOIR PUMPS © COORDINATE DISCONNECT LOCATION & MOUNTING WITH OWNER INFIELD. f L y _'C 41 9 � E "Or UJ a. O IL ELLISc�� l8ill CrRITTER. v<.9' CONSU.TIN0 EN51NEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone w .ellisgritter.com 11 EN DENGI ELL bkR#67M8:* 'k CTATE OF FLORIDA ERT. 0 AUTH. # 0408 q' MAR 1-420S :z`LU Y9O• •F DATE •o J ��``; °°0'es;SS I ON C N C N u T-o r E t 0 { c � pNi 0 Cj CQ f o o c d U O L 0 � n � u 3 0 © 'C p Ta y T,at_+ m cd m m a 3 .�..7 E�oa3�°� m 5 N u c .o ova 3 rn m o._ .L wd 9 u a L y u co °„'Ymt mdvm3cu� fnY cu a `voi maw Q Qrn c U V C` u T L a.�_L' ouQcmQv3 Q m E �. rn o c�Aq c 'alOLLN.W 0 .-. 9 w m 7 U N C/) C N f0 0 0LU fn U) C� CC 00 E O N 0 U U N L `J \J L CU U J J fu CL E U POO L. a) c v a) U L Q) E E fu r, j o r) _�10) (� W 1 m AL_® Ln c ��� o � =3 L 0 Ln IY LL a� Rev. # I Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet E 2 SHEET: