303 Atlantic Boulevard COOP 02.05.2017 (2) CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS CONTRACT. VELOCITY SHALL NOT EXCEED 500 FEET PER MINUTE. BE VENTLOK "ACCESS DOORS". INSTALL IN ACCORDANCE WITH MANUFACTURERS v " "civ ' '�` " '" IO ' I" `" ORN N � NTA v I " U
4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS, I. COMPRESSORS: UNIT COMPRESSORS MAY BE OF THE HERMETIC OR RECOMMENDATIONS USING VENTLOK #360 SEALANT. SPACE CONDITIONS WHEN THE TRANSFORMATION IS PROVIDED OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. (NEBB)
O WITH VANES APPROVED BY THE ARCHITECT.
ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE OPENINGS, WALLS AND SERVICEABLE, SEMI-HERMETIC TYPE. COMPRESSOR OVERLOAD SENSORS5. ALL CHANGES IN SHAPE OR DIMENSION MUST BE APPROVED BY B. TESTING AND BALANCING SHALL BE PERFORMED IN COMPLETE ACCORDANCE WITH THE LATEST
CEILINGS, AND VIBRATION ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE SHALL BE EMBEDDED IN THE STARTER WINDINGS. 5. AIR DISTRIBUTION DEVICES: ENGINEER BEFORE INSTALLATION OF DUCT. EDITION OF THE AABC STANDARDS FOR FIELD MEASUREMENT & INSTRUMENTATIONS, AS PUBLISHED
EQUIPMENT SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. J. REFRIGERANT CIRCUIT ACCESSORIES: THE FOLLOWING REFRIGERANT a. SCOPE: PROVIDE ALL AIR DISTRIBUTION DEVICES AS INDICATED ON THE DRAWINGS AND C. CHANGES IN DIRECTION: CHANGES IN DIRECTION SHALL BE BASICALLY BY THE ASSOCIATED AIR BALANCE COUNCIL OR LATEST EDITION OF NEBB PROCEDURAL STANDARDS
5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S ACCESSORIES SHALL BE INCLUDED: SUCTION ACCUMULATOR; BACK-SEATING AS SPECIFIED HEREIN FOR A COMPLETE AND OPERABLE SYSTEM FREE FROM DRAFTS AS INDICATED ON THE DRAWINGS AND THE FOLLOWING SHALL APPLY: FOR TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS.
APPROVAL BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY EQUIPMENT OR COMPRESSOR SUCTION AND DISCHARGE VALVES WITH GAUGE PORTS ON AND EXCESSIVE NOISE. 1. SUPPLY DUCT TURNS OF NINETY DEGREES IN LOW PRESSURE DUCT SHALL
MATERIALS INSTALLED PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS FROM SERVICEABLE HERMETICS; HIGH AND LOW PRESSURE SERVICE GAUGE PORTS b. RELATION TO OTHER WORK: COORDINATE WITH WORK OF THE CEILING, DRYWALL AND C. INSTRUMENTS USED FOR TESTING AND BALANCING OF SOUND, VIBRATION AND AIR SYSTEMS MUST
BE MADE WITH MITERED ELBOWS FITTED WITH CLOSELY SPACED TURNING Z
ENGINEER SHALL BE SUBJECT TO REMOVAL AND/ OR ALTERATION AT THE AND VALVES; FILTER DRIER; SIGHT GLASS AND MOISTURE INDICATOR; PLASTERING TRADES AS REQUIRED TO INSURE AN ORDERLY PROGRESSION OF WORK VANES DESIGNED FOR MAINTAINING A CONSTANT VELOCITY THROUGH THE HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX MONTHS PRIOR TO BALANCING. ALL FINAL TEST
co
DISCRETION OF THE MECHANICAL ENGINEER AT NO ADDITIONAL COST. THERMOSTATIC EXPANSION VALVES; CRANKCASE HEATER; AND REFRIGERANT AND FIRST CLASS FINISHED SYSTEM WITH RESPECT TO PLACEMENT, ALIGNMENT, FINISH ELBOW. ANALYSIS REPORTS SHALL INCLUDE A LETTER OF CERTIFICATION LISTING INSTRUMENTATION USED AND O
AND GENERAL FIT. /ti
6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, REVERSING VALVES. WHERE UNITS HAVE MULTIPLE COMPRESSORS, THE C. DESIGN CONDITIONS: 2. RETURN AND EXHAUST DUCT TURNS OF NINETY DEGREES IN LOW LAST DATE OF CALIBRATION. � �, V
EQUIPMENT, APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT ABOVE SHALL APPLY TO EACH COMPRESSOR REFRIGERANT CIRCUIT. PRESSURE DUCT SHALL BE MADE WITH MITERED ELBOWS, AS SPECIFIED
1. ACOUSTICAL: COORDINATE AIR DISTRIBUTION DEVICES, SOUND ATTENUATION D. ONE (1) COPY OF THE INITIAL DATA SHALL BE SUBMITTED DIRECTLY TO THE ENGINEER FOR HIS
RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING SAME OF HEREINBEFORE, FOR SUPPLY DUCTS, UNLESS RADIUS ELBOWS ARE � CN
PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND INSTALLATION DETAILS K. INSULATION: ALL CASING PANELS AND ALL INTERIOR SURFACES OF MEASURES, AND EQUIPMENT ACTUALLY PROVIDED TO INSURE THAT THE DESIGN INDICATED IN WHICH CASE THEY SHALL BE VANED AND CONSTRUCTED EVALUATION AND APPROVAL, WHEN THIS APPROVAL IS GIVEN, THREE (3) COPIES OF THE M
TO EFFICIENTLY PERFORM REQUIREMENTS AND INTENT OF CONTRACT. SUCH EXTERIOR CASING MEMBERS IN CONTACT WITH AIR STREAM SHALL BE GOALS ARE NOT EXCEEDED BY THE SYSTEM INSTALLED. WITH A THROAT RADIUS THREE-QUARTERS THE DUCT WIDTH AND A FULL COMPLETED TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL INSPECTION OF ` +
APPROVAL SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS INSULATED WITH NOT LESS THAN ONE INCH (1") EXPANDED FOAM OR GLASS 2• PRESSURE DROP ACROSS ANY AIR DISTRIBUTION DEVICE SHALL NOT EXCEED 0.15 RADIUS HEEL THE PROJECT. THESE THREE 3
IN W.G. STATIC PRESSURE UNLESS OTHERWISE INDICATED. O COPIES SHALL BE RETURNED TO THE CONTRACTOR FOR PLACING IN
OF ANY SORT. FIBER INSULATION. ALL UNIT INSULATION AND ADHESIVES SHALL COMPLY 3. TEES IN LOW PRESSURE DUCT SHALL CONFORM TO THE DESIGN
WITH THE REQUIREMENTS OF NFPA A11 AS TO FLAME SPREAD AND SMOKE 3• GUARANTY. AIR DISTRIBUTION EQUIPMENT SHALL BE GUARANTEED BY THE THE PORTFOLIOS OUTLINED IN SECTION 15950 - "SYSTEM COMPLETION". THE REPORT FORMAT J
C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE REQUIREMENTS SPECIFIED HEREINBEFORE FOR ELBOWS.
DEVELOPED RATINGS. MANUFACTURER TO OPERATE WITHOUT EXCESSIVE NOISE AND WITH VELOCITIES IN SHALL FOLLOW THE STANDARD FORMAT AND INFORMATION AS RECOMMENDED BY AABC.
FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A SUBSTITUTION 4. BRANCH TAKE-OFFS IN LOW PRESSURE DUCT SHALL BE MADE WITH SPLITTER O
REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL. THE FIVE FOOT OCCUPANCY ZONE, WHEN HANDLING AIR WITH TEMPERATURE DAMPERS, AS INDICATED, IN SQUARE TAKE OFFS. E. NAME OF TEST AND BALANCE AGENCY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL
D. PROVIDE MECHANICAL SHOP DRAWINGS FOR: AIR HANDLING UNITS, CONDENSING UNITS, DIFFERENTIALS AS HIGH AS 25 DEGREES, NOT TO EXCEED 30 FPM AT A 2 DEGREE
L. ROOF CURB: UNIT SHALL BE FURNISHED COMPLETE WITH NATIONAL WITHIN 2A DAYS AFTER RECEIPT OF CONTRACT. CONTRACTOR SHALL FURNISH TO BALANCING
VENTILATORS, AIR INLETS AND OUTLETS, DUCT ACCESSORIES, DUCT INSULATION, PIPE DIFFERENCE, 50 FPM AT 1-1/2 DEGREE DIFFERENCE, OR 75 FPM ATA 1 DEGREE 3.03 OPENINGS, CUTTING AND PATCHING d ^
INSULATION, TEMPERATURE AND
OUTLETS,
DUCT MATERIALS,ACCESSORIES,
DUCT
AN PIPING, ROOFING CONTRACTORS' ASSOCIATION APPROVED ROOF CURB CONSTRUCTED DIFFERENCE WHEN OPERATING WITH AN AVERAGE 75 DEGREE ROOM TEMPERATURE AGENCY A COMPLETE SET OF PLANS AND SPECIFICATIONS AND AN APPROVED COPY OF ALL
OF 18 GAUGE ZINC COATED STEEL WITH FULL PERIMETER GASKETING. CURB A. GENERAL: CONTRACTOR SHALL SET IN POSITION ALL SLEEVES AND INSERTS ' i t T
CONDENSATE PIPING. AND MEASURED N I CLOSER THAN 6 INCHES FROM G WALL SURFACE. REQUIRED IN WALLS, PARTITIONS, CEILINGS, OR FLOORS, AND SHALL HAVE A EQUIPMENT SUBMITTAL DATA, AND SHOP DRAWMNGS. TEST AND BALANCE AGENCY SHALL NOTIFY w •i•
1.06 CONNECTING TO WORK OF OTHERS HEIGHT SHALL BE A MINIMUM OF EIGHTEEN INCHES (18"). 4. MANUFACTURER: TITUS, METAL*AIRF, CARNES, KRUEGER, ANEMOSTAT OR TUTTLE & REPRESENTATIVE ON-SITE DURING POURING OF CONCRETE TO MAINTAIN POSITION ENGINEER OF ANY ADDITIONAL REQUIRED TEST COCK LOCATIONS, BALANCING DAMPER LOCATIONS,
BAILEY. MANUFACTURERS MODEL NUMBERS INDICATED ARE EXAMPLES OF PRODUCTS
A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, OF SLEEVES AND INSERTS UNTIL CONCRETE IS SET. CLOSE COORDINATION IS ETC. WITHIN 30-DAYS AFTER APPROVAL OF THE AGENCY. ANY ADDITIONAL BALANCING DEVICES
M. UTILITY CONNECTION OPENINGS: UTILITY CONNECTION OPENINGS MAY BE TO BE PROVIDED.
MECHANICAL CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY PROVIDED WITHIN THE ROOF CURB ENCLOSURE, OR ON THE EXTERIOR OF THE 5. MANUFACTURERS MUST BE MEMBERS OF THE AIR DISTRIBUTION COUNCIL UNLESS REQUIRED TO INSURE THAT ALL SLEEVES ARE PROPERLY SET. CORRECTNESS OF REQUIRED BY THE TEST AND BALANCE AGENCY AFTER THIS PERIOD WILL BE INSTALLED AT NO
OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER SIZE AND LOCATION OF OPENINGS SHALL BE VERIFIED BY CONTRACTOR AFTER
UNIT PROVIDED A GOOD WATER SEAL IS PROVIDED TO PREVENT LEAKAGE OTHERWISE INDICATED. EXPENSE TO THE OWNER BY THE CONTRACTOR.
IMMEDIATELY IN WRITING IF CONDITIONS EXIST WHICH WILLFRAMING IS IN PLACE. CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF
WITHIN THE UNIT. 6. ALL AIR DISTRIBUTION DEVICES SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM F. TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED WARRANTY OF 90-DAYS, AFTER
B. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH N071FICATION, IT SHALL BE UNLESS OTHERWISE INDICATED. EXISTING AND/OR NEW BUILDING MATERIALS REQUIRED FOR INSTALLATION OFuj
CONSTRUED AS AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS A5 TO WORK HEREIN SPECIFIED. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT COMPLETION OF TEST AND BALANCE WORK, DURING WHICH TIME THE ENGINEER, AT HIS DISCRETION,
SUITABILITY OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND N. CONTROLS: UNITS SHALL BE FURNISHED AND INSTALLED COMPLETE WITH 7. WHERE CONTINUOUS LINEAR SUPPLY AND RETURN DEVICES ARE SHOWN AS ABUTTING APPROVAL OF STRUCTURAL ENGINEER AND ALL SUCH CUTTING SHALL BE DONE MAY REQUEST A RECHECK OR RESETTING OF ANY ITEMS INCLUDED IN THE AIR DISTRIBUTION O W
ALL SYSTEM OPERATING AND SAFETY CONTROLS SPECIFIED HEREIN AND AS ONE ANOTHER IN A SINGLE DIRECTION, THEN THE TOTAL UNBROKEN VISIBLE LENGTH OF
REPLACE, AT HIS OWN EXPENSE, ALL WORK UNDER THIS CONTRACT WHICH MAY IN A NEAT AND WORKMANLIKE MANNER, MEETING WITH APPROVAL OF
OTHERWISE REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. CONTROLS THE LINEAR SUPPLY/RETURN DEVICE SHALL EQUAL THE SUM OF THE NOMINAL LENGTHS STRUCTURAL ENGINEER TO MATCH ADJOINING SURFACES AND FINISHES, BY SYSTEMS. THE AGENCY SHALL PROVIDE TECHNICIANS TO ASSIST THE ENGINEER IN MAKING ANY co
HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS. �' ,/ '
1.07 CONTRACT DRAWINGS SHALL BE OF THE ELECTRIC AND ELECTRONIC TYPE. UNIT CONTROLS SHALL OF THE ABUTTING DEVICES. MECHANICS OF PARTICULAR TRADE INVOLVED. SLEEVES AND OPENINGS NOT TEST HE MAY REQUIRE DURING THIS PERIOD OF TIME. v
A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY
OPERATE AT 115V AC AND ALL REMOTE CONTROLS SHALL BE LOW VOLTAGE 8. EACH AIR DISTRIBUTION DEVICE WHICH HAS A PORTION THEREOF (FRAME, USED DURING CONSTRUCTION SHALL BE SEALED WITH GROUT BY CONTRACTOR. G. THE TEST AND BALANCE AGENCY SHALL FURNISH THE ENGINEER AND OWNER A STANDARD
OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO (LESS THAN 50 VAC). CORE, ETC.) EXPOSED TO VIEW IN THE FINISHED AREA SHALL HAVE A OPENINGS BETWEEN PIPES AND SLEEVES THROUGH FIRE AND SMOKE WALLS OR "NATIONAL PROJECT CERTIFICATION PERFORMANCE GUARANTY."
SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS CONTRACT. HOWEVER, SUCH 1. REFRIGERANT CONTROLS: REFRIGERANT CONTROLS SHALL INCLUDE FACTORY APPLIED FINISH WHICH MATCHES AND IS COMPATIBLE WITH THE FLOORS SHALL BE SEALED TO PREVENT PASSAGE OF SMOKE OR HEAT USING AN H. SUBCONTRACTOR SHALL PROVIDESUFFICIENTF.
SHORT CYCLE PROTECTION; HIGH PRESSURE CUTOUT; LOW PRESSURE CUTOUT; COLOR OF THE SURROUNDING SURFACE ON WHICH THE DEVICE IS INSTALLED. UNDERWRITERS' LABORATORIES APPROVED METHOD RATED AT LEAST EQUAL TO TIME BEFORE THE SUBSTANTIAL COMPLETION DATE SO O
SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS WO SHALL NOT RELIEVE CONTRACTOR COLORS MUST BE APPROVED BY ARCHITECT PRIOR TO DEVICE FABRICATION. THE BARRIER BEING PENETRATED. METHOD OF SEALING SHALL BE SUBMITTED < Z
FROM FULL RESPONSIBILITY OF COMPLIANCE WITH WORK OF HIS TRADE WHICH MAY BE AND OIL PRESSURE FAILURE PROTECTION SWITCH (ON SERVICEABLE THAT TESTS AND BALANCING CAN BE ACCOMPLISHED. TEST AND BALANCE AGENCY SHALL M
INDICATED ON ANY DRAWING OR IN ANY SECTION OF THE 5PECIFICATIONS. HERMETICS). ALSO PROVIDE COMPLETE DEFROST CONTROLS (E.G.; TIMERS 9. ALL DAMPERS, BLANK-OFF BAFFLES AND OTHER COMPANION DEVICES WHICH WITH PROOF OF U.L. APPROVAL WITH OTHER SUBMITTALS. ALL OPENINGS ACCOMPANY THE ENGINEERS ON FOUR (4) SITE VISITS TO INSURE THAT BALANCING DEVICES ARE
B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND THERMOSTATS). FORM AN INTEGRAL PART OF AN AIR DISTRIBUTION DEVICE SHALL BE FACTORY REQUIRED IN CONCRETE WHICH WERE OMITTED WHEN CONCRETE WAS POURED INSTALLED SO THAT EACH SYSTEM CAN BE PROPERLY BALANCED. n
AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE MADE ITEMS PRODUCED BY THE MANUFACTURER OF THE AIR DISTRIBUTION DEVICE. SHALL BE CAREFULLY MADE BY USE OF CORE BORING OPERATION WITH 5-IN. � ) n
2. ROOM CONTROLS: EACH UNIT SHALL BE PROVIDED WITH AN INDIVIDUAL 1.02 FINAL TESTS, INSPECTION, AND ACCEPTANCE v��
REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SPACE CONTROL CAPABLE OF MATCHING SYSTEM HEAT INPUT OR HEAT MAXIMUM HOLE SIZE UNLESS LARGER SIZE IS APPROVED BY STRUCTURAL
SHOWN ON ANY DRAWINGS WITHOUT ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL REMOVAL TO SPACE HEAT LOSS OR HEAT GAIN SUFFICIENTLY CLOSE TO 2.06 SELF-SEALING SPIRAL DUCT SYSTEM ENGINEER. CUT NO OPENINGS IN PRESTRESSED OR PRECAST MEMBERS A. CAPACITY AND PERFORMANCE TESTS: MAKE TESTS TO DEMONSTRATE THAT CAPACITIES AND
BE NOTIFIED PRIOR TO BID DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR WITHOUT APPROVAL OF STRUCTURAL ENGINEER. GENERAL PERFORMANCE OF AIR DISTRIBUTION SYSTEMS COMPLY WITH CONTRACT REQUIREMENTS. O
MAINTAIN A SPACE TEMPERATURE WITHIN PLUS OR MINUS TWO (2) DEGREES A. ALL ROUND SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SPIROSAFE AS M
INTERFERENCES WHICH OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND OF THERMOSTAT SETPOINT. THERMOSTAT SHALL HAVE A. SLEEVES: 1. FINAL INSPECTION: AT THE TIME OF FINAL INSPECTION, THE CONTRACTOR SHALL RECHECK, IN L.L
SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL MANUFACTURED BY LINDAB, INC. OR PRIOR-APPROVED EQUAL PRODUCTS OF OTHER L•� O
COOL-OFF-AUTO-HEAT SYSTEM SELECTOR AND ON-AUTO FAN SELECTOR L WALLS AND PARTITIONS: THE PRESENCE OF THE ENGINEER, RANDOM SELECTIONS OF DATA INCLUDING WATER AND AIR
DATA OR CHANGES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID MANUFACTURERS. THE DUCT SYSTEM SHALL CONSIST.OF FITTINGS THAT ARE FACTORY
BY CONTRACTOR SHALL INDICATE THE CONTRACTOR'S ACKNOWLEDGEMENT AND SWITCH. FITTED WITH A SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING A. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): QUANTITIES AND FLOW RATES, AIR MOTION AND SOUND LEVELS AS RECORDED IN THE CERTIFIED
ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND LABOR TO MEET 0. THROUGH-THE BASE ELECTRICAL PROVISION: AN ELECTRICAL TO THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE SLEEVES SHALL BE MILD STEEL PIPE OR PLASTIC SLEEVES BUILT INTO REPORT.
THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL CODE SERVICE ENTRANCE SHALL BE PROVIDED WHICH ALLOWS ACCESS TO ROUTE USE OF DUCT SEALER. WALL, PARTITION OR BEAM, SIZED TO PASS PIPE AND COVERING, 2. MEASUREMENT AND TEST PROCEDURES: AS APPROVED FOR WORK FORMING BASIS OF
REQUIREMENTS. ALL HIGH AND LOW VOLTAGE ELECTRICAL WIRING INSIDE THE CURB, THROUGH B. THE CONTRACTOR MAY, AT HIS OPTION, CONVERT ANY OF ALL RECTANGULAR DUCTWORK LEAVING A CLEAR SPACE OF 1/4-INCH MINIMUM BETWEEN COVERING CERTIFIED REPORT.
C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH TO ROUND PROVIDED THAT THE PROJECT SPACE LIMITATIONS ARE PROPERLY AND SLEEVE. PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE
REFERENCE TO BUILDING CONSTRUCTION. MECHANICAL DRAWINGS ARE DIAGRAMMATIC TME BOTTOM OF THE OUTDOOR SECTION OF THE UNIT AND INTO THE ADDRESSED, COORDINATION WITH ALL OTHER TRADES IS SUCCESSFUL AND THAT THE MILD STEEL SLEEVES. 3. SELECTIONS FOR RECHECK (SPECIFIC PLUS RANDOM): IN GENERAL, SELECTIONS FOR RECHECK
CONTROL BOX AREA. WILL NOT EXCEED 25 PERCENT OF THE TOTAL NUMBER TABULATED IN THE REPORT, EXCEPT
BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION IP BUILDING AND OVERALL SYSTEM DESIGN STATIC PRESSURE 15 NOT EXCEEDED. B. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE: SCHEDULE THAT SPECIAL AIR SYSTEMS MAY REQUIRE A COMPLETE RECHECK FOR SAFETY REASONS. PROJECT NUMBER: 15111
WORK OF OTHER TRADES WILL PERMIT. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR C. UNLESS OTHERWISE NOTED, ALL DUCT AND FITTINGS SHALL BE G-90 GALVANIZED
P. NON-FUSED DISCONNECT SWITCH: FACTORY INSTALLED NON-FUSED 40 STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON
FIXTURES ARE CONTROLLED BY ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS STEEL IN ACCORDANCE WITH ASTM A-653 AND A-924. WHEN SPECIFIED ON CONTRACT B. RETESTS: IF RANDOM TESTS REVEALS MEASURED FLOW DEVIATION OF TEN PERCENT OR MORE FROM,
BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DISCONNECT SWITCH WITH EXTERNAL HANDLE SHALL BE PROVIDED AND SHALL DOCUMENTS, STAINLESS STEEL TYPE 304 OR TYPE 316 IN ACCORDANCE WITH ASTM SLEEVE WITH 1/4-INCH X 3-INCH CENTER FLANGE (WATER STOP)
DRAWINGS. CHANGES FROM DRAWINGSOR A SOUND LEVEL OF 2 DB OR MORE, GREATER THAN THAT RECORDED IN THE CERTIFIED REPORT
NECESSARY TO MAKE WORK OF CONTRACTOR SATISFY NEC REQUIREMENTS FOR A SERVICE DISCONNECT. THE NON-FUSED A-240 SHALL BE PROVIDED. AROUND THE OUTSIDE. DATE ISSUED: FEBRUARY 5, 2017
CONFORM WITH BUILDING AS CONSTRUCTED AND TO FIT WORK OF OTHER TRADES OR DISCONNECT SHALL BE MOUNTED INSIDE THE UNIT CONTROL BOX. D. UNLESS OTHERWISE NOTED, ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER 2. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE LISTINGS, AT TEN PERCENT OR MORE OF THE RECHECKED LOCATIONS, THE REPORT SHALL BE
RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY CONTRACTOR AT HIS OWN SMACNA DUCT CONSTRUCTION STANDARDS (+10" W.G.) SHOWN IN THE FOLLOWING GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, AUTOMATICALLY REJECTED. IN THE EVENT THE REPORT IS REJECTED, ALL SYSTEMS SHALL BE REVISIONS:
EXPENSE. SOME DRAWINGS MAY HAVE BEEN PREPARED FROM EXISTING DRAWINGS WITH 0. GFI POWERED CONVENIENCE OUTLET: FACTORY INSTALLED AND POWERED TABLE: SIZED TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1 4- READJUSTED AND TESTED, NEW DATA RECORDED, NEW CER11FIED REPORTS SUBMITTED, AND NEW
INTENT OF PROVIDING THE CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING 15A, 115V GROUND FAULT INTERRUPTER CONVENIENCE OUTLET SHALL BE /
E. ALL FITTING ENDS SHALL COME FACTORY-EQUIPPED WITH A DOUBLE-LIPPED, INSPECTION TESTS MADE.
FACTORY INSTALLED. IT SHALL BE WIRED AND POWERED FROM THE FACTORY INCH BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH CONDITIONS. DATA SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ MOUNTED TRANSFORMER. U-PROFILE, EPDM RUBBER GASKET. GASKET SHALL BE MANUFACTURED TO GAUGE AND ABOVE FINISHED FLOOR. C. MARKING OF SETTINGS: FOLLOWING FINAL ACCEPTANCE OF CERTIFIED REPORTS BY THE ENGINEER,
ENGINEER AND GUARANTEE ACCURACY OF THIS INFORMATION IS GIVEN OR FLEXIBILITY SO AS TO INSURE THAT THE SYSTEM WILL MEET ALL OF THE PERFORMANCE
INTENDED. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING CRITERIA SET FORTH IN THE MANUFACTURER'S LITERATURE. GASKET SHALL BE 3. DUCT SLEEVES: SLEEVES OR OPENINGS SIZED TO PASS MECHANICAL DUCTS THE SETTINGS OF ALL SPLITTERS, DAMPERS AND OTHER ADJUSTMENT DEVICES SHALL BE
CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN NO 2.02 AIR DISTRIBUTION SYSTEMS .CLASSIFIED BY UL TO CONFORM TO ASTM E84-91A AND NFPA-90A FLAME.SPREAD AND AND COVERING SHALL BE OF FRAMED CONSTRUCTION IN ROOF, WALL, OR PERMANENTLY MARKED BY THE CONTRACTOR, SO THAT ADJUSTMENT CAN BE RESTORED IF
WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE INTENT OF PARTITIONS. DISTURBED AT ANY TIME. DO NOT MARK DEVICES UNTIL AFTER FINAL ACCEPTANCE.
PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER A. LOW PRESSURE SHEET METAL DUCTWORK: LOW PRESSURE SHEET METAL SMOKE DEVELOPED RATINGS OF 25/50. ALL FITTING ENDS SHALL BE CALIBRATED TO C. SEALING OF SLEEVES:
UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS DETERMINED TO BE AN DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL. MANUFACTURER'S PUBLISHED DIMENSIONAL TOLERANCE STANDARD AND ASSOCIATED 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND D. CONTRACTOR TO PROVIDE ADEQUATE CLOSURE FOR ALL TEST HOLES MADE IN DUCTWORK AND
EXTRA COST OVER AND ABOVE THE BASIC INTENT OF THESE PLANS AND CONSTRUCTION OF JOINT CONNECTIONS, CROSS-BREAKING, AND BRACING SHALL SPIRAL DUCT. ALL FITTING ENDS SHALL HAVE ROLLED-OVER EDGES FOR ADDED EQUIPMENT TO ACCOMPLISH TEST AND BALANCE.
SPECIFICATIONS. CONFORM TO THE LATEST EDITION OF THE SMACNA "LOW PRESSURE DUCT STRENGTH AND RIGIDITY. ALL ELBOWS FROM 3"-12" DIAMETER SHALL BE 2-PIECE DIE SLEEVE USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH PART 2 - EXECUTION
DEEP TO MAKE WALL PENETRATION WATER TIGHT
STAMPED AND CONTINUOUSLY STITCH WELDED. ALL ELBOWS 14" DIAMETER AND LARGER .
1.08 DAMAGE TO OTHER WORK CONSTRUCTION STANDARDS". NO FIBERGLASS DUC1T30ARD IS ALLOWED. 2.01 TEST AND BALANCE PROCEDURE
A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES WHEN SHALL BE STANDING SEAM GORELOCK CONSTRUCTION AND INTERNALLY SEALED. THE 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING TEST AND BALANCE EN11RE HVAC SYSTEM IN ACCORDANCE WITH LATEST AABC OR NEBB STANDARDS.
SHE SHA[_L REPAIR, REPLACE OR 1• INSULATED SHEET METAL DUCTWORK: RADIUS OF ALL 90-DEGREE AND 45-DEGREE ELBOWS SHALL BE 1.5 TIMES THE ELBOW THROUGH SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY
WORKING OVERHEAD OR IN FINISHED AREAS. HE
/ a. SHEET METAL MATERIALS SHALL BE GALVANIZED SHEET STELL, LOCKFORMING DIAMETER; THE RADIUS OF ALL 15-DEGREE, 30-DEGREE AND 60-DEGREE ELBOWS PACKING SOLIDLY WITH MINERAL WOOL OR FIBERGLASS. THE REPORT SHALL INDICATE THE LOCA11ON ON A PLAN OF EACH MEASUREMENT AS DOCUMENTED IN
TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE DAMAGED AS A RESULT OF HIS QUALITY, ASTM A 527, AND COATING DESIGNATION G 90. SHALL BE 1.0 TIMES THE ELBOW DIAMETER. ALL FITTINGS THAT ARE SPOT WELDED OR 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND THE REPORT.
OPERATIONS. b. JOINT AN SEAM SEALANT SHALL BE ONE-PART, NONSAG, SOVENT-RELEASE BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY SEALED. WHEN THE PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN A. AIR MOVING EQUIPMENT. DATA SHEETS IN ACCORDANCE WITH AABC SHALL BE SUBMITTED FOR EACH SHEET TITLE
1.09 STORAGE AND WORK AREAS CURING, POLYMERIZED BUTYL SEALANT COMPLYING WITH FS TT-S-001657, CONSTRUCTION DOCUMENTS REQUIRE DIVIDED FLOW FITTINGS, ONLY FULL BODY FITTINGS U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING PIECE OF AIR MOVING EQUIPMENT.
A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, TYPE 1; FORMULATED WITH A MINIMUM OF 75 PERCENT SOLIDS. WILL BE ACCEPTED. THE USE OF DUCT TAPS 15 UNACCEPTABLE EXCEPT FOR RETROFIT
MOISTURE, DIRT, DEBRIS, ETC, USE OF CARDBOARD, VISQUEEN, OR OTHER SIMILAR C. DUCTS ATTACHMENTS SHALL BE SHEET METAL SCREWS, BLIND RIVETS, OR SELF PENETRATED. L TOTAL CFM FOR SUPPLY RETURN AND OUTSIDE AIR DUCTS WHERE APPLICABLE SHALL BE
MATERIALS WHILE STORED OUTSIDE IS NOT ACCEPTABLE. 00 NOT INSTALL DAMAGED TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. APPLICATIONS. ALL VOLUME DAMPERS SHALL BE OR APPROVED EQUAL. DAMPER SHALL BE FITTING SIZED
TYPE DRU, DSU OR DTU TESTED BY TRAVERSING EACH DUCT AND RECORD THE DATA ON THE AIR MOVING EQUIPMENT
EQUIPMENT. d. DUCT FABRICATION: CONSTRUCT IN ACCORDANCE WITH SMACNA REQUIREMENTS. ED TTO O SLIP INTO SPIRAL DUCT, 3.04 REMOVAL OF RUBBISH
DAMPER SHALL HAVE LOCKING QUADRANT WITH BLADE POSITION INDICATOR, 2" SHEET CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS DATA SHEET AND DUCT TRAVERSE DATA SHEET.
2. SOUND-LINED INSULATION: METAL INSULATION STAND-OFF, INTEGRAL SHAFT/BLADE ASSEMBLY, SHAFT-MOUNTED OF WASTE MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS 2. STATIC PRESSURE PROFILE SHALL BE TAKEN AND RECORDED ON THE STATIC PRESSURE PROFILE MECHANICAL
a. SOUND LINING SHALL BE ARMACELL FIBER FREE LINER MIN. 1.5 LB. DENSISTY, 1" LOAD BEARING BUSHINGS AND GASKETED SHAFT PENETRATIONS TO MINIMIZE LEAKAGE. CONTRACT. SHEET FOR ALL MODULAR AIR MOVING EQUIPMENT.
THICKNESS, MAX 0.25 K FACTOR AT 75 DEGREES F. MEAN TEMPERATURE AND3.05 EXCAVATION, BACKFILLING AND COMPACTION 3. DIRECT EXPANSION COOLING COIL SHALL BE TESTED AND RECORDED ON THE DIRECT EXPANSION
MUST HAVE A MAXIMUM WATER VAPOR TRANSIMISSION RATIO OF 0.0 PERM-IN F. SPIRAL DUCT SHALL BE CALIBRATED TO MANUFACTURER'S PUBLISHED DIMENSIONAL ALL EXCAVATION, BACKFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE COOLING COIL DATA SHEET.
TOLERANCE STANDARD. ALL SPIRAL DUCT 14" DIAMETER AND LARGER SHALL BE SPECIFICATIONS
(FLAME SPREAD LESS THAN 25, SMOKE DEVELOPED LESS THAN 50.) INSTALLATION OF UNDERGROUND PIPING IN THIS DIVISION OF THE 4. DIRECT EXPANSION HEALING COIL IN THE HEAT PUMP MODE SHALL BE TESTED AND RECORDED
b. APPLYING LINING WITH ADHESIVE OVER ENTIRE SURFACE AND SECURE WITH WELD CORRUGATED FOR ADDED STRENGTH AND RIGIDITY. SPIRAL SEAM SLIPPAGE SHALL BE SPECIFICATIONS SHALL BE DONE BY THE MECHANICAL CONTRACTOR. THIS
PINS SPACED 16" ON CENTERS. COAST EDGES WITH SEALER AND PROVIDES SHEET PREVENTED BY MEANS OF A FLAT SEAM AND A MECHANICALLY FORMED INDENTATION ON THE DIRECT EXPANSION HEATING COIL DATA SHEET.
METAL EDGE PROTECTORS. SEALER SHALL BE IN COMFORMANCE WITH NFPA 90A EVENLY SPACED ALONG THE SPIRAL SEAM. WORK SHALL BE DONE IN STRICT ACCORDANCE WITH EXCAVATION AND BACKFILLING SECTION OF DIVISION 2. 5. ELECTRIC UNIT OR DUCT HEATER SHALL BE TESTED AND RECORDED ON THE ELECTRIC HEATER
AND NFPA 90B. PROVIDE 2" SOUND LINING FOR MIXED AIR AND RELIEF AIR G. DUCT SYSTEM PERFORMANCE SHALL MEET SMACNA LEAKAGE CLASS 3 REQUIREMENTS 3.06 CLEANING AND ADJUSTMENTS DATA SHEET.
PLENUMS AND SUPPLY AIR PLENUMS AT SLOT DIFFUSER. AT SYSTEM STATIC PRESSURES NOT TO EXCEED -20" W.G. OR +12" W.G. UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN, OIL AND GREASE ALL 6. AIR DISTRIBUTION DEVICES SHALL BE TESTED AND RECORDED ON THE AIR DISTRIBU110N DATA
C. DIMENSIONS SHOWN ARE CLEAR INSIDED DIMENSIONS. FANS, MOTORS AND OTHER RUNNING EQUIPMENT AND APPARATUS WHICH HE SHEET.
3. LOW PRESSURE FLEXIBLE DUCTS: FLEXIBLE DUCT SHALL CONSIST OF A ZINC COATED SPRING INSTALLS AND MAKE CERTAIN ALL SUCH APPARATUS AND MECHANISMS ARE IN a. CEILING AIR DEVICES SHALL BE TESTED WITH A CALIBRATED CAPTIVE HOOD WHERE .SHEET NUMBER
STEEL HELIX PERMANENTLY BONDED TO A FULL INTERIOR LINER TO FORM THE DUCT CORE PROPER WORKING ORDER AND READY FOR TEST. REFER TO SECTION ENTITLED POSSIBLE.
WITH POSITIVE INTERIOR AIR SEAL. CORE SHALL BE COVERED WITH FACTORY APPLIED ONE "SYSTEMS COMPLETION". b. AIR DEVICES SUCH AS (SLOT DIFFERS AND BAR GRILLES) MAY BE TESTED WITH A
INCH, ONE POUND PER CUBIC FOOT FIBERGLASS INSULATION OF 0.25 THERMAL CALIBRATED DEFLECTING VANE ANEMOMETER.
CONDUCTANCE SHEATHED IN A SEAMLESS EXTERIOR CLASS 1 VAPOR BARRIER JACKET WITH c. AIR DEVICES SUCH AS SUPPLY
A VAPOR CUFF ON BOTH ENDS. DUCT SHALL BE MADE FOR USE WITH QUADRANT / RETURN GRILLES AND HOODS MAY BE TESTED WITH
DAMPERED TWIST IN TYPE FITTINGS WITH EXTRACTOR SCOOPS SUITABLE FOR SHEET METAL ROTATING VANE ANEMOMETER.
OR FIBROUS GLASS DUCTWORK. DUCT SHALL BE NFPA 90A, CLASS 1 (UL-181). PROVIDE 7. AIR MOVING EQUIPMENT FAN DATA SHALL BE TESTED AND RECORDED ON THE AIR MOVING
IN FACTORY FINISHED LENGTHS NOT IN EXCESS OF LENGTHS REQUIRED TO MAKE SUITABLE EQUIPMENT DATA SHEET.
CONNECTIONS WITH MINIMUM PRESSURE DROP. ACCEPTABLE: GENFLEX TYPE SLR WITH a. EACH FAN 5HP OR GREATER SHALL INCLUDE A MANUFACTURES FAN CURVE INDICATING
STAINLESS STEEL HOSE COUPLINGS AND WITH FACTORY INSTALLED CROWN 3200-DS SPIN IN M =401
FlTTING (FOR GLASS FIBER DUCTWORK), EACH TYPE WITH INTEGRAL VOLUME DAMPER AT THE FIELD TESTED SYSTEM CURVE.
CONNECTION TO RECTANGULAR MAIN DUCT BRANCH OR EQUIVALENT PRODUCTS OF ATCO. b. EACH FAN LESS THAN 5HP SHALL INCLUDE, AT THE MINIMUM, THE FIELD TESTED DATA
INDICATED ON THE MANUFACTURES FAN TABLE SHEET.
2.04 SOUND TESTING
THE TEST AND BALANCE AGENCY SHALL DOCUMENT THE SOUND POWER LEVELS THROUGHOUT THE
FACILITY INCLUDING EQUIPMENT ROOMS AND OCCUPIED SPACES. SOUND POWER MEASUREMENTS PERMIT SET
SHALL BE TAKEN ACROSS ALL MAJOR OCTAVE BAND CENTER FREQUENCIES AND RECORDED ON NC CHART.
AV
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Gregory' nai eerie , Inc. '
lnnovative dell n solutlons for l /
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4567 Deep River Place
Jacksonville,FL 32224coo
(904) 714-5188
Cert.of Authorization#28163
3N.S.OUTHERN B1STR:0i :&":BAR
303 Atlantic Blvd.
PLUMBING DEMO NOTES: Atlantic Beach, FL 32233
O EXISTING FLOOR-MTD. WATER CLOSET TO BE REMOVED; CAP WASTE, VENT AND ARCHITECT:
SUPPLY PIPING; PATCH FLOOR TO MATCH EXISTING,
2 EXISTING LAVATORY & FAUCET TO BE REMOVED; CAP WASTE, VENT AND SUPPLY Julianne N. Overby, RA
PIPING; PATCH FLOOR TO MATCH EXISTING. Architectural and Interior Design
�3 APPROXIMATE LOCATION OF EXISTING 1000-GALLON GREASE INTERCEPTOR Julianne N. Overby,R.A.
TO REMAIN.
2452 Pullian Street
O4 APPROXIMATE LOCATION OF EXISTING 1" POTABLE WATER SERVICE & BFP; VERIFY Jacksonville Beach, Florida 32250
EXACT LOCATION AND ROUTING PRIOR TO CONSTRUCTION. 904-704-8628
Email: jnoverby@att.net
APPROXIMATE LOCATION OF EXISTING SANITARY CLENOUT AT GRADE; VERIFY EXACT 3 N.C.12109 •FL.AR-0017060•FL.ID-4621
LOCATION, DIRECTION OF FLOW AND INVERT ELEVATION PRIOR TO CONSTRUCTION. CONSULTANT:
O EXISTING INSTANTANEOUS GAS-FIRE WATER HEATER AND PIPING TO REMAIN, 4 O ```%ji,IIIL11I1!!!!��''
M\ C H A E� �'rrrr
O7 APPROXIMATE LOCATION OF EXISTING FUEL GAS METER & REGULATOR ASSEMBLY TO � _ – –
REMAIN; VERIFY LOCATION & SIZE OF HIGH PRESSURE GAS MAIN PRIOR TO CONSTRUCTION. – – O ��.` �Po' CENS
� . F . � .
O8 EXISTING WALL-MOUNTED COMPOSITE SINK & FAUCET TO BE REMOVED; CAP WASTE, - - - - - - - - - � - - - - - - - - - - - - - - - - - -.T – � – ` – - - - - - - � No 466 7� ��
VENT AND SUPPLY PIPING.
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SHEET TITLE
PLUMBING
.. ®EMO PLAN
SHEET NUMBER
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P = 1 00
rC� PLUMBING DEMO PLAN
—100 SCALE: 3/16" = 1'-0"
PERMIT SET
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�>�g€n�ered tau€ltfing s;ySt�ttts ,�`'�
4567 Deep River Place
Jacksonville,FL 32224
(904) 714-5188
Cert.of Authorization#28163
A OUTHEIN 91T
303 Atlantic
Atlantic Beach, F
ARCHITECT:
Julianne N. OvI
Architectural and Interi
Julianne N. Overby,R.A.
2452 Pullian Street
- - -
--__ Jacksonville Beach, Floric
�= PLUMBING PLAN NOTES: 904-704-8628
P=7_: " r �- Email: inoverby@att.net
II � I) � �1 r;� � N.C.12109 •FL.AR-0017060•FI,.IL
P- I
APPROXIMATE LOCATION -0F EXISTING SANITARY SEWER; VERIFY EXACT SIZE, CONSULTANT:
GENERAL NOTE: /� O — , ii— _.>j LOCATION AND INVERT ELEVATION PRIOR TO CONSTRUCTION.
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EXISTING PLUMBING LAYOUT INDICATED ON THESE PLANS I `���t,1"11111-r
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& LOCATION PRIOR TOECONSTRUCTION O �```` ASC
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ONLY; PRIOR TO START OF CONSTRUCTION, CONTRACTOR .`wP,.' CENS'`•
SHALL VERIFY EXACT SIZES, LOCATIONS AND INVERT - - - -
\` O O3 NEW 250-GALLON HYDROMECHANICAL GREASE INTERCEPTOR EQUAL TO SCHIER No 466Q\
ELEVATIONS OF ALL EXISTING UTILITIES TO WHICH NEWill -.-.----.--..-...-..---.-----..-- J m
PLUMBING SYSTEMS ARE TO BE CONNECTED.
- -_--_- P-� L.._. GB-250; REQUIRED GREASE INTERCEPTOR CAPACITY (500 GALLONS) HAS BEEN
P-4D CALCULATED BASED ON THE MANUFACTURER'S RECOMMENDATIONS FOR 750 MEALS/DAY, *;
L } ! 0.0455 LBS/MEAL GREASE PRODUCTION VALUE AND PUMP-OUT CYCLE OF 60 DAYS. :. �(\: OF
O5 4 LIBERTY /a/ELV-280 SUBMERSIBLE SUMP PUMP WITH FLOAT SWITCH AND OIL-MINDER ALARM; �,, F ••.,� OR ;•
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DATE ISSUED: FEBRI
! DINING REVISIONS:
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EGRESS RAMP ��
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ENTRY OIL__ O.__- _i I L-D,
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SHEET TITLE
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PLANTER
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SHEET NUMBER
p = 1
WASTE VENT PLAN — FIRST FLOOR
SCALE: 3/16" = 1'-0"
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Gregory Engineeringt Inc.
Fnn—ovWt-1;e7—design solutl;nsfor
engineefed building systems
4567 Deep River Place
Jacksonville,FL 32224
(904) 714-5188 COO
Cert. of Authorization#28163
V
ASUTHERP,4 BISTRO &.BAR O
303 Atlantic Blvd.
Atlantic Beach, FL 32233
ARCHITECT:
WATER & FUEL GAS PLAN NOTES:
Julianne N. Overby, RA
-
.--.-I Architectural and Interior Design
REMOVE EXISTING 1" POTABLE WATER METER, BFP & PIPING; REPLACE WITH NEW J ,
ulianne N. OverbyR.A.
2" METER, 2" BFP AND 2" PIPING; EXTEND AND CONNECT NEW 2" TO CITY MAIN.
2452 Pullian Street
acksonville Beach, Florida 32250
-1/4- ELECTRONIC SOLENOID VALVE IN VER11CAL GAS LINE; CONNECT SOLENOID VALVE TO
(D 1 1
GENERAL NOTE: ANSUL FIRE SUPPRESSION SYSTEM CONTROLLER IN HOOD AND WIRE TO SHUT OFF GAS SUPPLY 904-704-8628
---------- it L UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM; INSTALL A 1-1/4" FUEL GAS MANIFOLD Email: jnoverby@att.net
EXISTING PLUMBING LAYOUT INDICATED ON THESE PLANS FOR FULL LENGTH OF COOKING EQUIPMENT LINE. N.C.12109 -FL.AR-0017060-FL.ID-4621
-----------------------------------------------------------
IS APPROXIMATE AND SHOULD BE USED FOR REFERENCE
ONLY; PRIOR TO START OF CONSTRUCTION, CONTRACTOR
4" FIRE RISER; 0------------ OHOT WATER RECIRC. PUMP EQUAL TO TACO MODEL 009-F5; 7.5 GPM AT 15 TDH; 1/8 HP; 120V.
SHALL VERIFY EXACT SIZES, LOCATIONS AND INVERT STAIR CONSULTANT:
SEE FP-101 ---0
ELEVATIONS OF ALL EXISTING UTILITIES TO WHICH NEW
/4"11 3le-- -F) f- — — — — — — — — — — — — — — EXISTING NATURAL GAS METER & REGULATOR ASSEMBLY TO REMAIN; FUEL GAS PIPING DOWNSTREAM
PLUMBING SYSTEMS ARE TO BE CONNECTED. q1 CHAE�
OF METER/REGULATOR ASSEMBLY IS SIZED FOR A CONNECTED LOAD OF 1282 MBH WITH A MAXIMUM
----------- - ---4 ------ --------------
1 1—.
------------- DEVELOPED LENGTH OF 90 FEET USING TABLE 402.4(3) OF THE 2014 FLORIDA FUEL GAS CODE, ENs**-- F\
J31e
No. 4 0
i L1 I i 0
3/4" ASSE-1070 THERMOSTATIC MIXING VALVE; SET TO 11OF MAX TEMP PER ADA GUIDELINES.
F
O
_ = t I O EXISTING GAS-FIRED TANKLESS WATER HEATER TO REMAIN; CONTRACTOR SHALL RE-PIPE EACH
11 n
ELEVATOR WATER HEATER TO MATCH THE CONFIGURATION SHOWN IN THE DETAIL ON P-401, OF
-------- ------------
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DO
------ -------- 3/4" CW TO WATER FILTRATION SYSTEM (BY EQUIPMENT VENDOR).
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9
-----------------------
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- COORDINATE UTLITY CONNECTION SIZES, LOCATIONS AND ELEVATIONS FOR ALL FOOD SERVICE
1-1/4* FUEL GAS 10
3/4- CW(F) 'k4 30 k 8H) 3/4 si
0 N
L: �,TIC i T-1,11,
- ---------- L EQUIPMENT WITH FOOD SERVICE EQUIPMENT VENDOR PLANS AND ROUGH-IN SCHEDULES.
I; (8� MBH CN
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---------- --------------------------------------- ------------------------------------------- ------
I REFER TO PLUMBING FIXTURE SCHEDULE FOR UTILITY CONNECTION SIZES TO INDIVIDUAL FIXTURES. L)
----------------------------------------------------- -------
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----------
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PROJECT NUMBER: 15111
EGRESS RAMP
DATE ISSUED: FEBRUARY 5, 2017
Z
REVISIONS:
w ENTRY
E_j E_-_
L=_---------- ------------
h------------
EE
h 'i 'I
ANDSCAr-1%
SHEET TITLE
PLANTER
1 If 2f*
WATER & GAS PLAN
FIRST FLOOR
SHEET NUMBER
P = 1 02
r'i`� WATER & FUEL GAS PLAN FIRST FLOOR
-10 SCALE: 3/16" 10-00*
PERMIT SET
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arer Engineering, Ince
lnndvatlye—de s9s n ioiutFons for
erigtneered buil,dtng systems '
4567 Deep River Place
Jacksonville,FL 32224
(904) 714-5188
Cert.of Authorization#28163
ASIC),UTHEBISTRO �. A
303 Atlantic Blvd.
Atlantic Beach, FL 32233
ARCHITECT:
Julianne N. Overby, RA
.Architectural and Interior Design
Julianne N. Overby,R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
N.C.12109 "FL.AR-0017060"FL.ID-4621
CONSULTANT:
CH AE's
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1/2" CW SUPPLY
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PROVIDE SEPARATE TRAP
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TO FAUCET PRIMER FOR EACH DRAIN.
Atlantic Beach, FL 32233
TRAP PRIMER EQUAL
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--- 1/2" SCH. 40 CPVC
PIPING FROM PRIMER
ESCUTCHEON TO AUXILIARY INLET ARCHITECT:
PLATE TYP. i FITTING ON DRAIN
FLOOR DRAIN Julianne N. Overby
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Architectural and Interior Design
FINISHED FLOOR
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2452 Pullian Street
--- - - - Jacksonville Beach,Florida 32250
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Email: inoverby@att.net
N.C.12109 •FL.AR-0017060•FL.ID-4621
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FAUCET-WATERMARK 38-1-EV4 2"" 1 114" 112" 112' PROJECT NUMBER: 15111
CIRCULATOR — TACO P-2 NATIVE TRAILS TOLOSA"NSL1916-P"' TRAP - 1 1l4" CAST BRASS WITH C.O. PLUG DATE ISSUED: FEBRUARY 5, 2017
CI SUPPLY -318"ANGLE TYPE WITH STOPS
MODEL 009—F5 OR EQUAL AQUASTAT — SET FURNISH/INSTALL ASSE-1070 THERMOSTATIC MIXING VALVE FOR EACH FAUCET
REVISIONS:
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USE BALL VALVES IN COLD WATER PROVIDE 112" AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION
SUPPLY PIPING FOR BALANCING TO
ACHIEVE EQUAL FLOW THRU EACH P_5 NOT USED. NOT USED.
HEATER. _ __ _ SHEET NUMBER
WATER HAMMER ARRESTOR. SIZE PER P.D.I. WH-201 --
P-6 ZURN Z1700 SERIES VERIFY THAT COMPONENT IS ACCESIBLE.
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A.S.M.E. APPROVED P&T P-7 ZURN 21400 SIZEOF PIPE.
P =401
RELIEF VALVE; PIPE FULL 24"x24" FLOOR-MOUNTED COMPOSITE MOP BASIN 3„ 2" 112" 112"
SIZE TO OUTSIDE BLDG. P-8 ZURN 21996-24 FAUCET-T&S BRASS B-0665-BSTR
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PLUMBING SPECIFICATIONS
PART 1 GENERAL PART 2 PRODUCTS Greum En Weerina, Inc.
fnnovatiie de Jgn solutions for
...........-
1.01 INSTRUCTIONS engineered building systems
SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR A 2.01 PLUMBING SYSTEMS. 4567 Deep River Place
COMPLETE AND OPERATIONAL SYSTEM IN ACCORDANCE WITH LOCAL AND STATE CODES, AND CONTRACT A. PIPE MATERIALS: Jacksonville,FL 32224 :0
DRAWINGS AND SPECIFICATIONS. 1. DWV (DRAIN, WASTE, AND VENT) PIPING:FITTINGS SHALL BE LONG RADIUS FITTINGS, EXCEPT FITTINGS IN (904) 714-5188 co
1.02 LOCAL CONDITIONS CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL CONDITIONS WHICH VENT PIPING MAY BE SHORT RADIUS FITTINGS. MINIMUM SIZE PIPING SHALL BE 2 INCHES FOR BURIED Cert. of Authorization#28163
WOULD AFFECT WORK UNDER THIS CONTRACT. CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS PIPING AND 1-1/4 INCHES FOR ABOVEGROUND PIPING.
N
FOR THIS PROJECT AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK OF THIS SECTION. A. ABOVE AND BELOW GRADE: PVC, SCHEDULE 40, MEETING ASTM D1785, WITH SOLVENT WELD
1.03 PERMITS AND FEES CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED JOINTS MEETING ASTM D2564.
A SOUTHERN BISTR0 &,BAR
FOR PERTAINING TO WORK UNDER THIS CONTRACT AND PAY ALL CHARGES INCIDENTAL THERETO. 2. DOMESTIC WATER PIPING:
DELIVER TO ARCHITECT ALL CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING JURISDICTION. A. BELOW GRADE: SDR PIPE: PVC, SCHEDULE 40, MEETING ASTM 2241.
B. ABOVE GRADE: FLOW GUARD GOLD CPVC, MEETING ASTM D2846 AND F441.
1.04 CODES AND STANDARDS 1. PIPING UP TO 1-1/4" SHALL BE SCHEDULE 40. 303 Atlantic Blvd.
A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT REQUIREMENTS OF NATIONAL, STATE 2. PIPING 1-1/2" AND LARGER SHALL BE SCHEDULE 80; SOLVENT WELD JOINTS.
ANDVMUNIERNINGCIPAL GENCY CODESAND, RULES REGULMAY ATIONS,APPLY. 1.LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE 3. PIPING INSULATION:ELECTRIC WATER COOLER WASTE: Atlantic Beach, FL 32233
GOAAS THEY
1. 2014 FLORIDA BUILDING CODE, 5th EDITION; A. 3/4-LB., 1-1/2 INCH BLANKET.
2. 2014 FLORIDA MECHANICAL CODE, 5th EDITION; B. FSK JACKET.
3. 2014 FLORIDA PLUMBING CODE, 5th EDITION; 2. DOMESTIC COLD AND HOT WATER MAINS AND RISERS:
4. 2014 FLORIDA FIRE PREVENTION CODE, 5th EDITION. A. 1-INCH STANDARD FIBERGLASS. ARCHITECT:
1.05 SUBMITTALS B. FACTORY JACKET AND FITTING COVERS.
A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO 3. DOMESTIC WATER PIPING EXPOSED TO EXTERIOR: NITRILE RUBBER BASED ELASTOMERIC SHEET
ARCHITECT A COMPLETE LIST OF MATERIALS TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL INSULATION; ARMSTRONG "ARMAFLEX 2". MINIMUM INSULATION THICKNESS SHALL BE 3/4-INCH. Julianne N. Overby, RA
4. CPVC WATER PIPING AND PVC WASTE, VENT AND ROOF DRAIN PIPING RUN IN RETURN AIR PLENUMS: Architectural and Interior Desig
.03 TESTING OF DRAINAGE AND VENT PIPING SYSTEMS n
INCLUDE SUPPLIERS' NAMES AND MANUFACTURERS' NAMES AND NUMBER OR SERIES FOR EACH ITEM ON WRAP WITH A FIRE PROTECTIVE JACKET WITH A MAXIMUM FLAME SPREAD RATING OR 25 ANDA 3
LIST. MAXIMUM SMOKE DEVELOPMENT RATING OF 50 IN ACCORDANCE WITH NFPA-90A, PARAGRAPHS A. TEST FOR LEAKS AND DEFECTS IN NEW DRAINAGE AND VENT PIPING SYSTEMS. IF TESTING IS PERFORMED Julianne N. Overby,R.A.
B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE COMMENCING WORK, SHOP DRAWINGS 2-3.3.1 AND 2-3.10.1. IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR EACH TEST, COMPLETE WITH A DIAGRAM OF THE PORTION 2452 Pullian Street
FOR ALL MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES 5. PIPING TO BE UNINSULATED: PIPING RUN-OUTS TO FIXTURES (EXCEPT AS NOTED FOR HANDICAP- OF THE SYSTEM TESTED.
TO THE SHOP DRAWINGS: ACCESSIBLE FIXTURES). B. LEAVE UNCOVERED AND UNCONCEALED NEW DRAINAGE AND VENT PIPING UNTIL IT HAS BEEN TESTED AND Jacksonville Beach, Florida 32250
1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF CONTRACT, DRAWINGS AND/OR CUT C. ACCEPTABLE MANUFACTURERS: APPROVED. EXPOSE FOR TESTING WORK THAT HAS BEEN COVERED OR CONCEALED BEFORE IT HAS BEEN 904-704-8628
SHEETS OF ALL MATERIALS AND EQUIPMENT, AND 1/4" SCALE EQUIPMENT ROOM DRAWINGS FOR 1. MANUFACTURERS' MODEL NUMBERS ARE LISTED TO ESTABLISHED A STANDARD OF QUALITY AND LEVEL TESTED AND APPROVED. Email: jnoverby@att.net
APPROVAL BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST CONTAIN OUTLINE DIMENSIONS, OF PERFORMANCE. C. TEST PIPING OF PLUMBING DRAINAGE AND VENTING SYSTEMS ON COMPLETION OF ROUGH-IN PIPING N.C.12109 - IL.AR-0017060-FL.ID-4621
OPERATING CLEARANCES, INSTALLATION, OPERATING AND MAINTENANCE INFORMATION AND SUFFICIENT 2. EQUIVALENT ITEMS OF THE FOLLOWING MANUFACTURES ARE ACCEPTABLE: INSTALLATION. TIGHTLY CLOSE ALL OPENINGS IN PIPING SYSTEM AND FILL WITH WATER TO POINT OF
ENGINEERING DATA TO INDICATE SUBSTANTIAL COMPLIANCE WITH SPECIFICATIONS. ALL SHOP A. FIXTURES: SEE FIXTURE SCHEDULE. OVERFLOW, BUT NOT LESS THAN 5 FEET HEAD OF WATER. WATER LEVEL SHALL NOT DROP DURING THE CONSULTANT:
DRAWINGS FOR ONE SECTION OF WORK OR ONE MECHANICAL SYSTEM SHALL BE SUBMITTED AT ONE 1. AMERICAN-STANDARD, ELJER, KOHLER, CRANE, ELKAY, JUST, AND BRIGGS. PERIOD FROM 15 MINUTES BEFORE INSPECTION STARTS THROUGH COMPLETION OF INSPECTION. INSPECT
TIME IN LOOSE-LEAF 3-RING BINDERS; NO APPROVAL WILL BE GIVEN IF SUBMITTED PIECEMEAL. B. FIXTURE TRIM: SEE FIXTURE SCHEDULE JOINTS FOR LEAKS. AFTER PLUMBING FIXTURES HAVE BEEN SET AND THEIR TRAPS FILLED WITH WATER,
2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS ESSENTIAL TO PROPER -.N 0� CHAE/
1. AMERICAN-STANDARD, KOHLER, SPEAKMAN, MOEN, DELTA, T&S BRASS, CHICAGO FAUCET, TEST CONNECTIONS AND PROVE GASTIGHT AND WATERTIGHT. PLUG STACK OPENINGS ON ROOF AND
FABRICATION OR INSTALLATION OF EQUIPMENT, DUCTWORK, AND PIPING HE SHALL PREPARE SUCH "p
SYMMONS, BRIGGS. BUILDING DRAIN WHERE IT LEAVES THE BUILDING AND INTRODUCE AIR INTO THE SYSTEM EQUAL TO CENS
CONSISTENT WITH CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE RIGHT
2. DRAIN AND FIXTURE SPECIALTIES: J.R. SMITH, JOSAM, ZURN. PRESSURE OF 1-INCH WATER COLUMN. USE A U TUBE OR MANOMETER INSERTED IN THE TRAP OF A
TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN o. 466CI�
A. FLOOR AND EXTERIOR CLEANOUTS: ZURN-1440 OR EQUAL WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE SHALL REMAIN CONSTANT WITHOUT
ORDERLY AND REASONABLY NEAT AND WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY
B. WALL CLEANOUT: ZURN-1441 OR EQUAL W/ SMOOTH SECURED COVER. INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING FIXTURE
INSTALLATION CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND REPLACEMENT w t--
C. FLOOR DRAINS: SEE SCHEDULE.. CONNECTIONS FOR GAS AND WATER LEAKS. 0. -�.,
SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER AT THE CONTRACTORS EXPENSE AND F
D. ROOF DRAINS: ZURN-100 OR EQUAL. D. REPAIR LEAKS AND DEFECTS USING NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL
WITHOUT ADDITIONAL EXPENSE TO OWNER. 00
4. WATER COOLERS: SEE FIXTURE SCHEDULE, OASIS, ELKAY, HALSEY TAYLOR. SATISFACTORY RESULTS ARE OBTAINED.
3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY AND SHALL NOT BE 5. WATER HEATERS: SEE FIXURE SCHEDULE, RHEEM, A.O. SMITH, STATE, LOCHINVAR. E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. OR "'0
CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING CONDITIONS; NOR SHALL IT E 6. WATER SYSTEM SPECIALTIES. ONAL
CONSTRUED AS RELIEVING THE MECHANICAL CONTRACTOR OF BASIC RESPONSIBILITIES UNDEBR THIS A. WATER HAMMER ARRESTORS SHALL CONFORM TO PDI WH201 AND ASSE 1010. ACCEPTABLE: 3.04 CLEANING
CONTRACT. ZURN SHOKTROLS Z-1700 OR EQUAL. A. PURGE NEW POTABLE WATER DISTRIBUTION PIPING SYSTEMS PRIOR TO USE.
4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS, ELECTRICAL B. WALL HYDRANTS AND HOSE BIBBS: SEE FIXTURE SCHEDULE. B. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITY HAVING JURISDICTION OR, IF
EQUIPMENT, WIRING AND CONDUIT, SPACE OPENINGS, WALLS AND CEILINGS, AND VIBRATION A METHOD IS NOT PRESCRIBED BY THAT AUTHORITY, THE PROCEDURE DESCRIBED IN EITHER AWWA
ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE EQUIPMENT SHALL BE MADE AT NO ADDITIONAL C651 OR AWWA C6520R AS DESCRIBED BELOW: •
2.02 PIPING SPECIALTIES
COST TO THE OWNER. A. ESCUTCHEONS SHALL BE MANUFACTURED WALL, CEILING AND FLOOR PLATES; DEEP-PATTERN TYPE WHERE A.
FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT
5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S APPROVAL BEFORE INSTALLING OUTLETS. Z
REQUIRED TO CONCEAL PROTRUDING FITTINGS AND SLEEVES. CONSTRUCT OF ONE-PIECE CAST BRASS > (y)
MATERIALS OR EQUIPMENT. ANY EQUIPMENT OR MATERIALS INSTALLED PRIOR TO RECEIPT OF WITH POLISHED CHROME PLATE FINISH AND SET-SCREW. 2. FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 PARTS 0 (y)
APPROVED SHOP DRAWINGS FROM ENGINEER SHALL BE SUBJECT TO REMOVAL AND/OR ALTERATION AT PER MILLION OF CHLORINE. ISOLATE (VALVE OFF) AND ALLOW TO STAND FOR 24 HOURS. N
THE DISCRETION OF THE MECHANICAL ENGINEER AT NO ADDITIONAL COST. 2.03 PIPE INSULATION PROVIDE PROPER SIGNAGE TO PREVENT ACCIDENTAL USE DURING DISINFECTION. CN
6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, EQUIPMENT, APPARATUS A. FLEXIBLE ELASTOMERIC CELLULAR INSULATION, TYPE 1, ASTM C 534, FLEXIBLE EXPANDED CLOSED- 3. DRAIN SYSTEM OR PART THERE OF OF PREVIOUS SOLUTION AND REFILL WITH WATER/CHLORINE co
DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY CELL STRUCTURE WITH SMOOTH SKIN ON BOTH SIDES. PRODUCT AS MANUFACTURED BY SOLUTION CONTAINING AT LEAST 200 PARTS PER MILLION OF CHLORINE.ISOLATE AND ALLOW TO
OF FURNISHING SAME OF PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND INSTALLATION STAND FOR 3 HOURS.
ARMSTRONG OR EQUIVALENT BY RUBATEX OR HALSTEAD. AVERAGE MAXIMUM THERMAL >
DETAILS TO EFFICIENTLY PERFORM REQUIREMENTS AND INTENT OF CONTRACT. SUCH APPROVAL SHALL CONDUCTIVITY SHALL BE 0.30 AT 75 DEG F. 4. FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL CHLORINE DOES NOT REMAIN IN WATER COMING j
NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF ANY SORT. B. FLEXIBLE ELASTOMERIC CELLULAR INSULATION ADHESIVE, SOLVENT-BASED, CONTACT ADHESIVE FROM SYSTEM FOLLOWING ALLOWED STANDING TIME. 0 z LL
C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE FURNISHED EQUIPMENT MUST RECOMMENDED BY INSULATION MANUFACTURER. C. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITY HAVING JURISDICTION. REPEAT Z
BE SEPARATELY ACKNOWLEDGED BY A SUBSTITUTION REQUEST AND ADDITIONALLY NOTED ON THE PROCEDURE IF BIOLOGICAL EXAMINATION MADE BY THE AUTHORITY SHOWS EVIDENCE OF CONTAMINATION.
SUBMITTAL. 2.04 HANGERS AND SUPPORTS D. PREPARE AND SUBMIT REPORTS FOR PURGING AND DISINFECTING ACTIVITIES. Uj j
D. PROVIDE PLUMBING SHOP DRAWINGS FOR: WASTE AND VENT PIPING, DOMESTIC WATER PIPING, VALVES, A. PROVIDE HANDERS, RODS, AND SUPPORT CLAMPS AS REQUIRED TO PROPERLY SUPPORT PIPING E. CLEAN INTERIOR OF PIPING SYSTEM. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES.
PLUMBING FIXTURES AND PIPE INSULATION. FROM STRUCTURE. 3.05 AS-BUILT [DRAWINGS 0�
1.06 CONNECTING TO WORK OF OTHERS B. PROVIDE BUILDING ATTACHMENTS OR CONCRETE INSERTS APPROPRIATE FOR BUILDING MATERIALS. A. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT A SET OF <
A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, PLUMBING 2.05 SLEEVES: DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND LOCATION OF PIPING AND DUCTS, AND NOTING M Uj
CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY OTHERS INSOFAR AS THEY A. WALLS AND PARTITIONS: ALL MAJOR CHANGES MADE DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE DRAWINGS FROM THE z C) co
APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING IF CONDITIONS EXIST 1. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): SLEEVES SHALL BE MILD ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING THE DRAWINGS AND PROVIDING THE AS-BUILT
WHICH WILL. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE STEEL PIPE OR PLASTIC SLEEVES BUILT INTO WALL, PARTITION OR BEAM, SIZED TO PASS DRAWINGS. THE CONTRACTOR SHALL DELIVER THE DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO
CONSTRUED AS. PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1/4-INCH MINIMUM BETWEEN COVERING THE ARCHITECT. EACH SHEET IN EACH SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF THE
B. AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OR WORK OF OTHERS AND SLEEVE. PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE MILD STEEL SLEEVES. CONTRACTOR, DATED AND HAVE "AS-BUILT" STAMPED NEAR THE SIGNATURE. DRAWINGS SHALL GIVE
TO RECEIVE HIS WORK.
HE SHALL REMOVE AND REPLACE, AT HIS OWN EXPENSE, ALL WORK 2. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE:SCHEDULE 40 STEEL HOT DIPPED ACCURATE DIMENSIONS MEASURED FROM COLUMNS, WALLS, BEAMS AND OTHER FIXED PARTS OF THE
UNDER THIS CONTRACT WHICH MAY HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS, GALVANIZED AFTER FABRICATION OR CAST IRON SLEEVE WITH 1/4-INCH X 3-INCH CENTER BUILDING TO THE CONCEALED MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE < Z
1.07 CONTRACT DRAWINGS FLANGE (WATER STOP) AROUND THE OUTSIDE. SITE AND EACH DAY SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO INSURE ACCURATE "AS-BUILT"
A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY OPERATIONAL, B. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE GALVANIZED SHEET DRAWINGS. THE CONTRACTOR SHALL ALSO FURNISH A SET OF DRAWINGS AND TWO SETS OF CONTRACTOR
AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND COMPLETELY DEFINE STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, SIZED TO PASS PIPE AND COVERING, LEAVING SIGNED AND DATED AS-BUILT DRAWINGS OF THE CONTROLS. U) Q.
WORK UNDER THIS CONTRACT. HOWEVER, SUCH SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS A CLEAR SPACE OF 1/4-INCH BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH 3.06 GUARANTEE AND SERVICE w 0
SHALL NOT RELIEVE CONTRACTOR FROM FULL RESPONSIBILITY OF COMPLIANCE WITH WORK OF HIS TRADE ABOVE FINISHED FLOOR. A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF EACH PIECE OF EQUIPMENT NO 0
WHICH MAY BE INDICATED ON ANY DRAWING OR IN ANY SECTION OF THE SPECIFICATIONS. C. SEALING OF SLEEVES: SPECIFIED HEREIN, THE MECHANICAL CONTRACTOR SHALL ALSO GUARANTEE SUCH EQUIPMENT AND SHALL
B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND SLEEVE USING OAKUM BE HELD RESPONSIBLE FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE FOR NECESSARY
DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND AND POURED LEAD BOTH SIDES MINIMUM ONE INCH DEEP TO MAKE WALL PENETRATION ADJUSTMENTS AND/OR REPLACEMENTS OF ALL DEFECTIVE EQUIPMENT, MATERIALS AND WORKMANSHIP
CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SHOWN ON ANY DRAWINGS WITHOUT ADDITIONAL WATER TIGHT. WITHOUT EXPENSE TO THE OWNER. PROVIDE A LETTER TO THE OWNER STATING THE CONTRACTOR'S
EXPENSE TO OWNER. ARCHITECT SHALL BE NOTIFIED PRIOR TO BID DATE OF ANY DISCREPANCIES, 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING THROUGH SLEEVES GUARANTEE AND DATES OF GUARANTEE COVERAGE.
OMISSIONS, CONFLICTS OR INTERFERENCES WHICH OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY PACKING SOLIDLY WITH MINERAL WOOL
AND SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL DATA OR OR FIBERGLASS. 3.07 REMOVAL OF RUBBISH PROJECT NUMBER: 15111
CHANCES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID BY CONTRACTOR SHALL 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND PIPES, ETC., A. CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL OR
INDICATES THE CONTRACTOR'S ACKNOWLEDGEMENT AND ACCEPTANCE TO PROVIDE ALL NECESSARY THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN U.L. APPROVED METHOD RATED RUBBISH GENERATED BY WORK UNDER THIS CONTRACT. DATE ISSUED: FEBRUARY 5, 2017
EQUIPMENT, MATERIALS AND LABOR TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN AT LEAST EQUAL TO THE WALL BEING PENETRATED. 3.08 EXCAVATION, BACKFILLING AND COMPACTION
ACCORDANCE WITH ALL CODE REQUIREMENTS. A. ALL EXCAVATION, BACKIFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE INSTALLATION OF REVISIONS:
C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH REFERENCE TO PART 3 - EXECUTION UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS SHALL BE DONE BY THE PLUMBING
BUILDING CONSTRUCTION. PLUMBING DRAWINGS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY CONTRACTOR. THIS WORK SHALL BE DONE IN STRICT ACCORDANCE WITH EXCAVATION AND BACKFILLINGAS ACTUAL CONSTRUCTION OF BUILDING AND WORK OF OTHER TRADES WILL PERMIT. WHERE LOCATIONS
OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED BY ARCHITECTURAL FEATURES, ESTABLISH SUCH 3.01 PIPE INSULATION INSTALLATION SECTION OF DIVISION 2.
LOCATIONS BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. A. INSTALL ONE INCH THICK PIPE INSULATION ON HOT WATER PIPING. INSTALL ONE INCH THICK PIPE
CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR CONFORM WITH BUILDING AS INSULATION ON COLD WATER PIPING THAT IS ABOVE THE ROOF INSULATION.
CONSTRUCTED AND TO FIT WORK OF OTHER TRADES OR RULES OF BODIES HAVING JURISDICTION SHALL BE B. INSTALL INSULATION IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN RECOMMENDATIONS.
MADE BY CONTRACTOR AT HIS OWN EXPENSE. SOME DRAWINGS MAY HAVE BEEN PREPARED FROM EXISTING
DRAWINGS WITH INTENT OF PROVIDING THE CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING 3.02 TESTING OF WATER DISTRIBUTION SYSTEMS
CONDITIONS. DATA SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ENGINEER AND NO A. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEMS. IF TESTING IS PERFORMED
GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR INTENDED. IT SHALL BE THE IN SEGMENTS, SUBMIT SEPARATE REPORT FOR EACH TEST, COMPLETE WITH DIAGRAM OF PORTION OF
RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. DATA WHICH IS SHOWN BUT SYSTEM TESTED. SHEET TITLE
PROVES TO BE INCORRECT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK B. LEAVE UNCOVERED AND UNCONCEALED NEW WATER DISTRIBUTION PIPING UNTIL IT HAS BEEN TESTED AND
WITHIN THE INTENT OF PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE APPROVED. EXPOSE WORK THAT HAS BEEN COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND
ORDER UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS DETERMINED TO BE AN EXTRA COST APPROVED FOR TESTING.
OVER AND ABOVE THE BASIC INTENT OF THESE PLANS AND SPECIFICATIONS. C. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE OF 50 PSIG ABOVE THE
OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE PLUMBING
1.08 DAMAGE TO OTHER WORK TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE
A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES WHEN WORKING OVERHEAD OR IN DEFECTS THAT MUST BE REPAIRED.
FINISHED AREAS. HE/SHE SHALL REPAIR, REPLACE OR TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE D. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SPECIFICATIONS
DAMAGED AS A RESULT OF HIS OPERATIONS. SATISFACTORY RESULTS ARE OBTAINED.
1.09 STORAGE AND WORK AREAS E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION.
A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, MOISTURE, DIRT,
DEBRIS, ETC, USE OF CARDBOARD, VISQUEEN, OR OTHER SIMILAR MATERIALS WHILE STORED OUTSIDE IS
NOT ACCEPTABLE. DO NOT INSTALL DAMAGED EQUIPMENT. SHEET NUMBER
1.10 APPROVAL OF MATERIAL
A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES APPROVAL FROM ENGINEER 10
DAYS PRIOR TO BID DATE.
B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OFFICE BY CLOSE OF BUSINESS
NO LATER THAN 10 DAYS PRIOR TO SCHEDULED BID DATE. REQUEST SHALL CONTAIN DETAILED
INFORMATION ON THE PROPOSED ITEM. THIS SHALL INCLUDE: P =501
1. CATALOG CUTS SHEETS
2. DETAILED SPECIFICATIONS
3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM
C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORS LISTING ALL PRIOR APPROVED
MANUFACTURERS AND PRODUCTS.
PERMIT SET
...............
7"
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engineered building systems Y
4567 Deep River Place
Jacksonville,FL 32224
(904) 714-5188 C0:C
Cert.of Authorization#28163 r.
A SC)LITHERN BISTRO
303 Atlantic B
FAC 611315-32 FIRE PROTECTION CRITERIA Atlantic Beach, FL
61 G15-32.003
ffl OVERALL DESCRIPTION
THE RENOVATION SHALL BE A 2-STORY, COMMERCIAL BUILDING WITH A ARCHITECT:
NEW WET PIPE FIRE SPRINKLER SYSTEM DESIGNED PER NFPA 13, 2010 EDITION.
A NEW 4" FIRE MAIN WILL TAP INTO AN EXISTING WATER RUNNING ALONG
EAST COAST DRIVE AND THEN RUN UNDERGROUND TO THE 4" NEW RISER. Julianne N. Over
(2) ACCEPTANCE TESTING Architectural and Interior'
ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA-13, 2010 EDITION.
(3) OCCUPANCY CLASSIFCAT10N Julianne N. Overby,R.A.
EXISTING THE ENTIRE FACILITY SHALL BE RENOVATION CONSTRUCTION. 2452 Pullian Street
EXCEPT AS NOTED BELOW, EXCEPT AS NOTED BELOW, THE ENTIRE BUILDING
6" HYDRANT SHALL HAVE A LIGHT HAZARD OCCUPANCY CLASSIFICATION. Jacksonville Beach, Florida
ASSEMBLY 904-704-8628
(TEST HYDRANT) (4) PREPERA11ON OF DOCUMENTS mail: jnoverby@att.net
THE SPRINKLER SYSTEM FOR THE BUILDING WILL BE A WET PIPE SYSTEM, E
N.C.12109 - FL.AR-0017060-FL,ID-462'
DESIGNED PER NFPA 13, 2010 EDITION, FOR LIGHT HAZARD OCCUPANY.
THE SYSTEM WILL INCLUDE USING LISTED SCHEDULE 10 AND 40 STEEL OR
CPVC PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO RECESSED
PENDENT OR SIDEWALL SPRINKLERS COVERING AREAS BELOW THE CONSULTANT:
CEILING. ANY EXPOSED PIPING WILL BE STEEL, SCHEDULE 40.
SPRINKLERS WILL BE ORDINARY-TEMPERATURE, QUICK-RESPONSE TYPE.
CHAE� 1114,
(5) STRUCTURAL SUPPORT
STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE
PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN
COORDINATED WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE
SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF
FIRE PROTECTION PIPING THROUGH THE FLOORS OR ROOF STRUCTURE.
CORE DRILLING WILL BE ALLOWED FOR CMU WALL PENETRATIONS FOR FIRE
PROTECTION PIPING AS MAY BE REQUIRED. ALL PENETRATIONS WILL BE •
PROPLERLY FIRE-CAULKED, AS REQUIRED. O .
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61G15-32.004 -.. 4 OR
2(a) POINT OF SERVICE:
POINT OF SERVICE IS AN EXISTING WATER MAIN. A NEW 4" FIRE SERVICE
WILL BE EXTENDED TO THE BUILDING TO SERVE THE NEW SPRINKLER SYSTEM.
AN EXISTING 6" HYDRANT ASSEMBLY SHALL SERVE THE BUILDING.
2(b) GOVERNING STANDARDS:
SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2010 EDITION OF NFPA-13 Z >
AND THE 2010 EDITION OF NFPA-24 AS WELL AS THE 2010 FLORIDA BUILDING
CODE AND THE FLORIDA FIRE PREVENTION CODE, 5TH EDITION. co
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2(c) OCCUPANCY CLASSIFICATIONa.-
EXCEPT AS NOTED, BUILDING IS CLASSIFIED AS LIGHT HAZARD OCCUPANCY.
t ' � 2(d) DESIGN APPROACH:
B L 0 1 K I SYSTEM SHALL BE A HYDRAULICALLY-CALCULATED, FULLY-AUTOMATIC, WET-PIPE >
SUBDIVISION "A" L 0 7 SYSTEM INSTALLED THROUGHOUT THE ENTIRE BUILDING, EXCEPT PORTIONS OF
ATIANTIC BEACH SYSTEM PROTECTING EXTERIOR CANOPIES SHALL BE PROTECTED FROM FREEZING
PLAT BOOK 5, PACE 69 BY ANY OF THE APPROVED METHODS OUTLINED IN NFPA-13, 2010 EDITION.
0 3 4" DDC THE ATTIC AND EXTERIOR PORCHES THAT ARE SUBJECT TO FREEZING SHALL BE
BFP EXTEND AND CONNECT TO PROTECTED BY A DRY-PIPE SYSTEM AS INDICATED IN NFPA-13, 2010 EDITION. Z <
4" FIRE L IT I
EXISTING '12" WATER MAIN; EXCEPT FOR THE KITCHEN, JANITOR AND STORAGE ROOMS, THE AUTOMATIC FIRE w
RISER N 83-A6 (DR— SPRINKLER SYSTEM FOR THE ENTIRE BUILDING SHALL BE DESIGNED
FIRE VERIFY EACT LOCATION FOR LIGHT HAZARD OCCUPANCY WITH HYDRAULIC CALCULATIONS BASED ON
AREA/DENSITY CRITERIA OF 0.10 GPM/SF OVER THE MOST HYDRAULICALLY
PRIOR TWCONSTRUCTION
DEMANDING 1500 SQUARE FEET; MAXIMUM COVERAGE AREA SHALL NOT EXCEED
(POINT OF' SERVICE) 225 SF PER SPRINKLER; MAXIMUM DISTANCE BETWEEN SPRINKLERS SHALL NOT
CNERED VAOLI
DR IT IL EXCEED 15 FEET. QUICK-RESPONSE SPRINKLERS SHALL BE USED THROUGHOUT.
----------------------- CONCRETE LIDS T ASPHALT/PARKING CO
4" FIRE (DRX18) FIRE SPRINKLER SYSTEM FOR THE KITCHEN, JANITOR AND STORAGE ROOMS z
R6 NNNEs } SHALL BE DESIGNED FOR ORDINARY GROUP 1 HAZARD OCCUPANCY
BID DIMS
S I
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WITH HYDRAULIC CALCULATIONS BASED ON AREA/DENSITY CRITERIA OF
Ing
DIE
NC DISHWASH ` N 5fRl
". t 0.15 GPM/SF OVER THE MOST HYDRAULICALLY DEMANDING 1500 SQUARE FEET; M
MAXIMUM COVERAGE AREA SHALL NOT EXCEED 130 SF PER SPRINKLER;
...........
-----------
-----------------------
------------------ 01.1 OU 4" SIAMESE
T KITC�EN -- ------- --- MAXIMUM DISTANCE BETWEEN SPRINKLERS SHALL NOT EXCEED 15 FEET.
FU 2 BAR t
I. -------------------------
FDC
EXTERIOR CANOPIES SHALL BE CONSIDERED LIGHT HAZARD OCCUPANCY :D
AND HAVE A MINIMUM DESIGN DENSITY OF 0,10 GPM/SF OVER THE MOST
I
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M 911 go$9,M a 8 ig CO.IUD L111 Lei M 90 M DEMANDING 1500 SF; MAXIMUM COVERAGE AREA PER SPRINKLER SHALL NOT EXCEED
V Al TT
MENS
7- t rM. 225 SF; MAXIMUM SPRINKLER SPACING SHALL NOT EXCEED 15 FEET; SPRINKLERS CY)
BAR
0 �1 T-10!
P 303 WLff NI SHALL BE ORDINARY TEMPERATURE, DRY SPRINKLERS; PROTECT EXPOSED PIPING
USING DRY SPRINKLERS OR ALTERNATE METHOD OF FREEZE PROTECTION. U)
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(e) WATER SUPPLY CHARACTERISTICS:
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IN 11.01) It,
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1 2%
THE WATER SUPPLY SHALL BE FROM A NEW 4" FIRE SERVICE MAIN.
----------
j-------- ——-------------------------- VS
----------------------- II 4NINr
----------- 2(f) FLOW TEST INFORMATION:
C 1i
FLOW TEST WAS CONDUCTED ON 01/31/2017
D 6.7'�A
FLOW TEST CONDUCTED BY CHRIS WALKER, DIVISION DIRECTOR
0 8 p TO
It
STATIC PRESSURE: 50 PSI
RESIDUAL PRESSURE: 43 PSI
MEASURED FLOW RATE: 1000 GPM
THEORETICAL FLOW AT 20 PSI: 2194 GPM
PROJECT NUMBER: 1511'
FLOW HYDRANT: CORNER OF EAST COAST DRIVE & AHERN STREET
DATE ISSUED: FEBRUAR
, �� 2(g) VALVING AND ALARM REQUIREMENTS:
( � I DRIVE PARKING INSTALL FLOW SWITCH IN FIRE RISER AND PUT TAMPER
ASIPHAO DRIVE PARCNG
SWITCH ON CONTROL VALVE IN RISER WITH LOCAL REVISIONS:
AUDIBLE ALARM AND CENTRAL STATION MONITORING -
ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE
SHALL BE CHAINED AND LOCKED OPEN.
2(h) MIC RISK EVALUATION:
IN ACCORDANCE WITH 2010 NFPA-13, 23.1.5:
1 j i ' WATER SUPPLY AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED FOR THE
------------- EXISTENCE OF MICROBES AND CONDITIONS THAT CONTRIBUTE TO MICROBIOLOGICALLY
..........-
INFLUENCED CORROSION (MIC). WHERE CONDITIONS ARE FOUND THAT CONTRIBUTE TO
MIC, THE OWNER SHALL NOTIFY THE SPRINKLER SYSTEM INSTALLER AND A PLAN SHALL
------------
-----------
7; RS
— - - -------------- -------------17 01 ---------- BE DEVELOPED TO TREAT THE SYSTEM USING ONE OF THE FOLLOWING METHOD S:
Is aq* AE
(1) INSTALL WATER PIPE THAT WILL NOT BE AFFECTED BY THE MIC MICROBES;
EXISTING
(2) TREAT ALL WATER THAT ENTERS THE SYSTEM USING AN APPROVED BIOCIDE;
6" HYDRANT SHEET TITLE
(3) IMPLEMENT AN APPROVED PLAN FOR MONITORING THE INTERIOR CONDITIONS OF
ST.CEN
SITE CU ASSEMBLY
SET NAZI-&DISK, 1 6919 THE PIPE AT ESTABLISHED TIME INTERVALS AND LOCATIONS.
EvaON 11.11
2178259 89
530812R4 1_- -- ---- —---- ---
- --- -------- - - — -- --- --------— - - —------- --
-- ---- — - - --------— - - —---- --- --- 2(i) BACKFLOW PREVENTION DETAILS:
SITE BENCIRMARK 4" DDC BACKFLOW PREVENTER MEETING LOCAL REQUIREMENTS SHALL BE INSTALLED
SIT, CONTROL
FOR THE BUILDING; REFER TO CIVIL PLANS FOR BACKFLOW CHARACTERISTICS. FAC 61GII
SIT I'NXIL a WX lI
A 7Y_4NTFC Bt7ULEV41?P ELIEVAMIN 11.07
211625345
(1?16WT Of WA Y VAPIC5, PA 14,1f))
2(j) COMPONENT SPECIFICATIONS:
ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHER
FIRE SPRINP
COMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION.
ALL UNDERGROUND PIPING SHALL BE INSTALLED BY A STATE (FS635.521)
CERTIFIED CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE CRITERIA P
BUILDING UPTO ONE FOOT ABOVE FINISHED FLOOR INSIDE THE BUILDING.
2(k) FIRE PUMP:
AVAILABLE WATER SUPPLY PRESSURE AND FLOW AT THE SITE SITE APPEAR SHEET NUMBER
ADEQUATE TO MEET THE DEMAND OF THE NEW FIRE SPRINKLER SYSTEM WITHOUT
THE NEED FOR A FIRE PUMP; REFER TO FLOW TEST DATA ABOVE.
2(l) ON-SITE WATER STORAGE TANK:
FAC 61G15- 32 FIRE SPRINKLER CRITERIA PLAN AVAILABLE WATER SUPPLY TO THE SITE APPEAR ADEQUATE TO MEET THE
DEMAND OF THE NEW FIRE SPRINKLER SYSTEM WITHOUT THE NEED FOR AN
SCALE: 1" 20'-0" ON-SITE WATER STORAGE TANK. FP = 1
2(m) NFPA-13 OWNER'S CERTIFICATE:
OWNER'S CERTIFICATE HAS BEEN COMPLETED BY THE OWNER AND ACCOMPANIES
THIS SUBMITTAL.
**o'\A, 0 E
A
PERMIT S
