1. THE PROJECT SUPPORTS COMPLIANCE WITH NATIONAL STANDARDS FOR HAZARDOUS AIR POLLUTANTS ASSOCIATED EMISSIONS STANDARDS (N.E.S.H.A.P.) FOR STATIONARY RECIPROCATING INTERNAL COMBUSTION ENGINES THE PROJECT SUPPORTS COMPLIANCE WITH NATIONAL STANDARDS FOR HAZARDOUS AIR POLLUTANTS ASSOCIATED EMISSIONS STANDARDS (N.E.S.H.A.P.) FOR STATIONARY RECIPROCATING INTERNAL COMBUSTION ENGINES (R.I.C.E.). THE CONTRACTOR SHALL MAKE ALL NECESSARY IMPROVEMENTS AND PERFORM COMPLIANCE REQUIREMENTS IN ACCORDANCE WITH 40 CRF PART 63, SUBPART ZZZZ. 2. IT IS THE INTENT OF THE CONTRACT DRAWINGS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT. THE CONTRACT DRAWINGS ARE COMPLEMENTARY, AND REFERENCE TO CONTRACT DOCUMENTS IS MADE TO DETERMINE IT IS THE INTENT OF THE CONTRACT DRAWINGS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT. THE CONTRACT DRAWINGS ARE COMPLEMENTARY, AND REFERENCE TO CONTRACT DOCUMENTS IS MADE TO DETERMINE HIERARCHY ORDER OF PRECEDENCE OF ALL CONTRACT DOCUMENTS, TO WHICH THE DRAWINGS ARE PART OF. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION, SIZE, AND DEPTH OF ALL EQUIPMENT, BUILDING FEATURES, AND UTILITIES PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION, SIZE, AND DEPTH OF ALL EQUIPMENT, BUILDING FEATURES, AND UTILITIES PRIOR TO CONSTRUCTION. 4. ALL WORK REQUIRED TO MAKE PROJECT COMPLETE IN EVERY RESPECT, PLUS ANY PATCHING NECESSARY SHALL BE DONE TO THE COMPLETE SATISFACTION OF THE ENGINEER AND/OR OWNER AND SHALL BE ACCOMPLISHED IN ALL WORK REQUIRED TO MAKE PROJECT COMPLETE IN EVERY RESPECT, PLUS ANY PATCHING NECESSARY SHALL BE DONE TO THE COMPLETE SATISFACTION OF THE ENGINEER AND/OR OWNER AND SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH SPECIFICATIONS, DRAWINGS, AND N.E.S.H.A.P. PER 40 C.F.R. PART 63, SUBPART ZZZZ. 5. ALL ITEMS TO BE REMOVED SHALL BE REMOVED WITH UTMOST CARE AND WITHOUT DAMAGE AND THOSE ITEMS NOT DESIGNATED TO BE REUSED SHALL BE DELIVERED TO THE OWNER OR DISPOSED OF PER OWNER'S WRITTEN ALL ITEMS TO BE REMOVED SHALL BE REMOVED WITH UTMOST CARE AND WITHOUT DAMAGE AND THOSE ITEMS NOT DESIGNATED TO BE REUSED SHALL BE DELIVERED TO THE OWNER OR DISPOSED OF PER OWNER'S WRITTEN INSTRUCTION. 6. ALL ALTERATIONS, DEMOLITION AND REMOVAL, CUTTING AND PATCHING AND OTHER WORK NECESSARY FOR CONSTRUCTION OF THIS CONTRACT SHALL BE PERFORMED WITHOUT ADDITIONAL COST TO THE OWNER. THIS SHALL ALL ALTERATIONS, DEMOLITION AND REMOVAL, CUTTING AND PATCHING AND OTHER WORK NECESSARY FOR CONSTRUCTION OF THIS CONTRACT SHALL BE PERFORMED WITHOUT ADDITIONAL COST TO THE OWNER. THIS SHALL INCLUDE REMOVAL, REROUTING, ETC. OF ALL ELECTRICAL, MECHANICAL, AND STRUCTURAL ITEMS REQUIRED TO COMPLETE INSTALLATION INTENDED. 7. PATCH OR REPLACE ALL DAMAGED FLOOR, WALL, CEILING, ROOF, ETC. SURFACES ALTERNATED TO ACCOMMODATE COMPLIANCE EQUIPMENT AND NEW CONSTRUCTION. PATCH OR REPLACE ALL DAMAGED FLOOR, WALL, CEILING, ROOF, ETC. SURFACES ALTERNATED TO ACCOMMODATE COMPLIANCE EQUIPMENT AND NEW CONSTRUCTION. 8. ANY AND ALL BUILDING FEATURES DISTURBED BY CONTRACTOR ACTIVITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR PER DIRECTION OF THE ENGINEER AND/OR OWNER AT NO ADDITIONAL COST TO THE OWNER. ANY AND ALL BUILDING FEATURES DISTURBED BY CONTRACTOR ACTIVITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR PER DIRECTION OF THE ENGINEER AND/OR OWNER AT NO ADDITIONAL COST TO THE OWNER. 9. RESTORE ALL PROPERTY AND INFRASTRUCTURE, INCLUDING EQUIPMENT OR UTILITIES DISTURBED BY CONSTRUCTION OPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION. RESTORE ALL PROPERTY AND INFRASTRUCTURE, INCLUDING EQUIPMENT OR UTILITIES DISTURBED BY CONSTRUCTION OPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION. 10. IF REQUIRED, ALL CONCRETE AND ASPHALT PAVEMENT SHALL BE SAW-CUT PRIOR TO EXCAVATION. IF REQUIRED, ALL CONCRETE AND ASPHALT PAVEMENT SHALL BE SAW-CUT PRIOR TO EXCAVATION. 11. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE FEDERAL, STATE, AND COLLIER COUNTY STANDARDS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE FEDERAL, STATE, AND COLLIER COUNTY STANDARDS. 12. MAINTAIN A FLUENT ENGLISH SPEAKING SUPERINTENDENT ON SITE AT ALL TIMES. MAINTAIN A FLUENT ENGLISH SPEAKING SUPERINTENDENT ON SITE AT ALL TIMES. 13. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATION FROM DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATION FROM DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER AND THE ENGINEER. 14. PROVIDE AT LEAST 48 HOURS NOTICE TO AFFECTED UTILITIES AT COLLIER FACILITIES IN ORDER TO ALLOW THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. PROVIDE AT LEAST 48 HOURS NOTICE TO AFFECTED UTILITIES AT COLLIER FACILITIES IN ORDER TO ALLOW THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 15. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL SERVICE (811) 48 HOURS PRIOR TO COMMENCING EXCAVATION/TRENCHING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL SERVICE (811) 48 HOURS PRIOR TO COMMENCING EXCAVATION/TRENCHING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS ARE DISCOVERED. 16. CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS APPROVED. CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS APPROVED. 17. WORK SHALL BE SCHEDULED FROM 7 A.M. TO 7 P.M. MONDAY THROUGH FRIDAY. NO WORK SHALL BE PERFORMED ON WEEKENDS OR HOLIDAYS OR OUTSIDE OF SPECIFIED HOURS WITHOUT NOTICE AND WRITTEN AUTHORIZATION WORK SHALL BE SCHEDULED FROM 7 A.M. TO 7 P.M. MONDAY THROUGH FRIDAY. NO WORK SHALL BE PERFORMED ON WEEKENDS OR HOLIDAYS OR OUTSIDE OF SPECIFIED HOURS WITHOUT NOTICE AND WRITTEN AUTHORIZATION FROM THE OWNER. 18. THE OWNER WILL NOT ALLOW SHUTDOWN OF ANY FACILITY (IN PART OR IN ITS ENTIRETY) TO FACILITATE THE CONTRACT WORK WITHOUT PRIOR WRITTEN APPROVAL. THE OWNER WILL NOT ALLOW SHUTDOWN OF ANY FACILITY (IN PART OR IN ITS ENTIRETY) TO FACILITATE THE CONTRACT WORK WITHOUT PRIOR WRITTEN APPROVAL. 19. COLLIER COUNTY MUST BE ABLE TO PROVIDE EMERGENCY POWER AT ALL FACILITIES AT ALL TIMES THROUGH THE PROJECT. ENGINE COMPLIANCE IMPROVEMENTS SHALL BE CONDUCTED ONE-AT-A-TIME PER LOCATION. COLLIER COUNTY MUST BE ABLE TO PROVIDE EMERGENCY POWER AT ALL FACILITIES AT ALL TIMES THROUGH THE PROJECT. ENGINE COMPLIANCE IMPROVEMENTS SHALL BE CONDUCTED ONE-AT-A-TIME PER LOCATION. 20. THE CONTRACTOR SHALL VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EQUIPMENT AND BUILDING FEATURES IN THE AREA OF CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR THE CONTRACTOR SHALL VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EQUIPMENT AND BUILDING FEATURES IN THE AREA OF CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL COSTS ASSOCIATED WITH THE TEMPORARY RELOCATION, SUPPORT, MONITORING, PROTECTION, OR OTHER INTERACTION WITH EQUIPMENT OR BUILDING FEATURES WHICH MIGHT BE AFFECTED BY THE WORK. THE COST OF SUCH WORK SHALL BE INCORPORATED INTO THE VARIOUS ITEMS OF WORK REQUIRING AND RELATED TO SUCH RELOCATION, SUPPORT, MONITORING OR PROTECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT RESULT FROM HIS/HER FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL EQUIPMENT AND UTILITIES, WHETHER ABOVE OR BELOW GRADE. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. 21. MAINTAIN ACCESS TO ALL EXISTING PLANT OPERATIONS AT ALL TIMES. MAINTAIN ACCESS TO ALL EXISTING PLANT OPERATIONS AT ALL TIMES. 22. ALL WORK TO BE IN ACCORDANCE WITH COLLIER COUNTY STANDARDS. ALL WORK TO BE IN ACCORDANCE WITH COLLIER COUNTY STANDARDS. 23. ELECTRICAL IMPROVEMENTS ARE BASED ON EMISSION CONTROL EQUIPMENT MANUFACTURER BY JOHNSON MATTHEY. THE MULTIPLE ENGINE CONTINUOUS PARAMETER MONITORING SYSTEM [C.P.M.S] OR "HAPGUARD EXHAUST ELECTRICAL IMPROVEMENTS ARE BASED ON EMISSION CONTROL EQUIPMENT MANUFACTURER BY JOHNSON MATTHEY. THE MULTIPLE ENGINE CONTINUOUS PARAMETER MONITORING SYSTEM [C.P.M.S] OR "HAPGUARD EXHAUST TEMPERATURE AND PRESSURE MONITOR" WAS SELECTED FOR THE BASIS OF DESIGN. THE CONTRACT WHEN AWARDED, WILL BE BASED ON THE BASIS OF MATERIALS AND EQUIPMENT SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS WITHOUT CONSIDERATION OF POSSIBLE SUBSTITUTE OR "OR-EQUAL" ITEMS. AFTER BID AWARD, SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH COLLIER COUNTY'S GENERAL TERMS AND CONDITIONS. 24. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLING INSTRUMENTATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLING INSTRUMENTATION. 25. THE SIZE, WEIGHT, AND PERFORMANCE OF COMBINATION DIESEL OXIDATION CATALYST (D.O.C.)/SILENCERS VARY AND DEPEND ON THE CONTRACTOR AND EQUIPMENT SELECTED.. IN SOME CASES, ENGINE EXHAUST MAY REQUIRE THE SIZE, WEIGHT, AND PERFORMANCE OF COMBINATION DIESEL OXIDATION CATALYST (D.O.C.)/SILENCERS VARY AND DEPEND ON THE CONTRACTOR AND EQUIPMENT SELECTED.. IN SOME CASES, ENGINE EXHAUST MAY REQUIRE DEMOLITION OR REPLACEMENT. THE EXTENT OF THE MECHANICAL AND STRUCTURAL IMPROVEMENTS ARE DEPENDENT ON THE MANUFACTURER AND CONTRACTOR SELECTED. THE ORIENTATION AND POSITION OF THE NEW EXHAUST EQUIPMENT WILL BE DETERMINED BY THE MANUFACTURER/CONTRACTOR. ANY MECHANICAL/STRUCTURAL IMPROVEMENTS WILL BE THE RESPONSIBILITY OF THE MANUFACTURER/CONTRACTOR. 26. CONTRACTOR TO UPDATE CIRCUIT BREAKER PANEL BOARD SCHEDULES AND PROVIDE NEW SCHEDULE FOR EACH PANEL BOARD MODIFIED. CONTRACTOR TO UPDATE CIRCUIT BREAKER PANEL BOARD SCHEDULES AND PROVIDE NEW SCHEDULE FOR EACH PANEL BOARD MODIFIED. 27. ALL BIDDERS SHALL VISIT AND INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. EXAMINE THE CONDITION OF THE PREMISES AND COMPARE THESE PLANS AND ALL CONTRACT DOCUMENTS DOCUMENTS AND ALL BIDDERS SHALL VISIT AND INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. EXAMINE THE CONDITION OF THE PREMISES AND COMPARE THESE PLANS AND ALL CONTRACT DOCUMENTS DOCUMENTS AND SPECIFICATIONS RELATING TO THE AREA OF WORK. REPORT ANY DISCREPANCIES OR OMISSIONS IN THIS PLAN SET TO THE ENGINEER FOR RESOLUTION AND CLARIFICATION PRIOR TO SUBMISSION OF BIDS. BY SUBMITTING A BID ON THIS PROJECT, THE CONTRACTOR ACCEPTS THESE DOCUMENTS AS AN ADEQUATE DEFINITION OF THE SCOPE OF WORK. ADDITIONAL COSTS TO ACHIEVE THE INTENDED SCOPE OF WORK AS A RESULT OF ANY OF THESE CONDITIONS WILL NOT BE ACCEPTED.
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1. PROPOSED EQUIPMENT AND SYSTEMS DIMENSIONS, LOCATIONS AND PIPING SYSTEM LAYOUTS ARE BASED ON EQUIPMENT SELECTED BY THE CONTRACTOR. IF CONTRACTOR PROPOSES TO PROVIDE PROPOSED EQUIPMENT AND SYSTEMS DIMENSIONS, LOCATIONS AND PIPING SYSTEM LAYOUTS ARE BASED ON EQUIPMENT SELECTED BY THE CONTRACTOR. IF CONTRACTOR PROPOSES TO PROVIDE EQUIPMENT THAT REQUIRES MODIFICATION OF EXISTING EQUIPMENT OR THAT REQUIRES AN ARRANGEMENT OR SPACING DIFFERING FROM THAT EXISTING, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR REVIEW DETAILED STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND EMBODYING ALL FEATURES OF THE EQUIPMENT AND/OR PROCESS SYSTEMS PROPOSED. THIS INFORMATION SHALL INCLUDE BUT NOT BE LIMITED TO PLANS, SECTIONS DETAILS AND SCHEMATICS OF ALL PIPING SYSTEMS AND APPURTENANCES REQUIRED, ELECTRICAL CONTROLS, ETC.. SUCH CHANGES IF APPROVED BY THE ENGINEER SHALL BE AT NO ADDITIONAL COST TO THE OWNER AND NO TIME EXTENSION TO THE CONTRACT TIME TO COMPLETION. THE CONTRACTOR SHALL ASSUME THE COST OF AND THE RESPONSIBILITY FOR ACCOMPLISHING ALL THE NECESSARY CHANGES CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED AND APPROVED BY THE ENGINEER. REFER TO SPECIFICATIONS FOR FURTHER DETAILS. 2. THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE DIMENSIONS, LOCATIONS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE DIMENSIONS, LOCATIONS, AND OTHER CONDITIONS. 3. REFER TO ELECTRICAL DRAWINGS FOR INSTRUMENTATION AND CONTROL SYSTEMS. REFER TO ELECTRICAL DRAWINGS FOR INSTRUMENTATION AND CONTROL SYSTEMS. 4. PROVIDE FLEXIBLE CONNECTORS WHERE NECESSARY, AND AS APPROVED TO FACILITATE INSTALLATION AND EQUIPMENT REMOVAL.. PROVIDE FLEXIBLE CONNECTORS WHERE NECESSARY, AND AS APPROVED TO FACILITATE INSTALLATION AND EQUIPMENT REMOVAL.. 5. CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY OF FLANGED COMPONENTS OF EXHAUST SYSTEM AND ENSURING CONGRUENT BOLT PATTERNS OF FLANGES. CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY OF FLANGED COMPONENTS OF EXHAUST SYSTEM AND ENSURING CONGRUENT BOLT PATTERNS OF FLANGES. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH OTHER TRADES SUCH AS ELECTRICAL, STRUCTURAL, PLUMBING, FIRE SPRINKLERS, LIGHTING, CEILING/ROOF CONSTRUCTION AND CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH OTHER TRADES SUCH AS ELECTRICAL, STRUCTURAL, PLUMBING, FIRE SPRINKLERS, LIGHTING, CEILING/ROOF CONSTRUCTION AND SUPPORTS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO E.O.R. PRIOR TO CONSTRUCTION. 7. PROTECT AND FIRE SEAL ALL OPENINGS AND PENETRATIONS THRU FIRE RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO MAINTAIN THE INDICATED FIRE RATING, SMOKE PROTECT AND FIRE SEAL ALL OPENINGS AND PENETRATIONS THRU FIRE RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO MAINTAIN THE INDICATED FIRE RATING, SMOKE RATING, AND SOUND RATING OF THE ASSEMBLIES BEING PENETRATED. REFER TO DETAIL 1 ON E-8. 8. DURING CONSTRUCTION, ALL SUPPLY AND RETURN AIR DUCTWORK OPENINGS SHALL BE FITTED WITH BLANKET TYPE, DISPOSABLE 1" THICK SYNTHETIC MEDIA IN ORDER TO PREVENT CONSTRUCTION DURING CONSTRUCTION, ALL SUPPLY AND RETURN AIR DUCTWORK OPENINGS SHALL BE FITTED WITH BLANKET TYPE, DISPOSABLE 1" THICK SYNTHETIC MEDIA IN ORDER TO PREVENT CONSTRUCTION DEBRIS FORM ENTERING AND ACCUMULATING INSIDE THE DUCT SURFACES.
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1. BUILDING AND ROOF MODIFICATIONS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITIONS (2017). FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION BUILDING AND ROOF MODIFICATIONS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITIONS (2017). FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION 2. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. 3. UNLESS OTHERWISE NOTED, PROVIDE 316 STAINLESS STEEL HARDWARE FOR THE SUPPORT OF EQUIPMENT SUCH AS THREADED ROD, U-CHANNEL, MECHANICAL ANCHORS, OTHER FASTENER TYPES. UNLESS OTHERWISE NOTED, PROVIDE 316 STAINLESS STEEL HARDWARE FOR THE SUPPORT OF EQUIPMENT SUCH AS THREADED ROD, U-CHANNEL, MECHANICAL ANCHORS, OTHER FASTENER TYPES.
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GENERAL NOTES REVISED TO REFLECT COMBINATION DOC/SILENCER
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IRA BRANDELL, P.E.
REG NUMBER:
65814
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0"
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This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
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PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
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PUMP STATION BLDG.
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VENTURI VAULT
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RETENTION POND
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FPL TRANSFORMER VAULT
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ASPHALT PAVEMENT
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GEN-1
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GEN-2
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FUTURE
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U
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U
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PB
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LP
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WPP
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16 BV
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30 BV CONC. VAULT
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CONC. GUY POLES
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WASH DRAIN
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PROPERTY BOUNDARY
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GENERATOR ROOM
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CONCRETE BOLLARDS
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CHAINLINK FENCE
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FP&L EASEMENT
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WOODEN POWER POLE
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DRAIN4
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DRAIN3
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WASH SUMP
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PERIMETER BERM
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CHAIN LINK FENCE & PERMITER BERM
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30
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0
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CARICA PUMP STATION SITE SCHEMATIC
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1"=30'-0"
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GENERATORS -SEE DWG.E-2
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WATER STORAGE TANK
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WATER STORAGE TANK
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20' ASPHALT ACCESS ROAD
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PUMP STATION BUILDING
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GOODLETTE-FRANK ROAD
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IRA BRANDELL, P.E.
REG NUMBER:
65814
CARICA PUMP STATION ELECTRICAL PLAN
E-2
4
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DRN: DSN: DATE:CHK:
DRAWING NUMBER:
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DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
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SCALE:
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CARICA PUMP STATION ELECTRICAL PLAN
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1/4"=1'-0"
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4
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CPMS
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GENERATOR #2
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GENERATOR #1
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L-26
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NOTES: 1 1"C., 2#12, 1#12G. 1"C., 2#12, 1#12G. 2 1 "C., (2)2/C#18 TSP, (1) 2/C#20 1 "C., (2)2/C#18 TSP, (1) 2/C#20 12"C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K THERMOCOUPLE WIRE. 3 PROVIDE NEW 20 AMP, 1 POLE PROVIDE NEW 20 AMP, 1 POLE CIRCUIT BREAKER AS INDICATED IN PANEL SCHEDULE ON THIS SHEET.
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VENTILATION PLENUM ALONG WEST WALL
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INTERIOR DOOR
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FUTURE GENERATOR
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GENERAL NOTES: * CONSTRUCTION ACCESS FOR NEW EQUIPMENT SHALL BE DETERMINED IN THE FIELD. IN SOME CASES BUILDING ACCESS MAY REQUIRE THE DEMOLITION OF INTAKE LOUVERS. CONTRACTOR SHALL RESTORE FACILITIES TO PRE-CONSTRCTION CONDITION OR BETTER. * REFER TO PHOTOGRAPHS IN APPENDIX A-E OF PROJECTS TECHNICAL SPECIFICATIONS FOR FURTHER DETAIL * CONDUIT ROUTING SHALL BE DETERMINED IN DUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY PERSONNEL. MOUNT CONDUIT SO THAT IT IS NO LESS THAN 12 INCHES FROM EXHAUST PIPING AND POSITIONED TO NOT INTERFERE WITH MAINTENANCE OPENINGS FOR THE DIESEL OXIDATION CATALYST (DOC)/ENGINE SILENCER UNIT. CONDUIT END SHALL BE POSITIONED SO AS NOT TO REQUIRE SHARP BENDS IN THERMOCOUPLE OR PRESSURE SENSOR CABLES BEFORE ENTERING THE CONDUIT. CONDUIT END SHALL HAVE A FLEXIBLE CORD CONNECTOR SIZED TO ALLOW ENTRY OF THE THREE CABLES.
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01
8 2
:3
8:1
9 P
M
PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
NCRWTP SITE SCHEMATIC
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 45
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17
E-3
5
IPF IB IB
AutoCAD SHX Text
SCALE:
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NCRWTP SITE SCHEMATIC
AutoCAD SHX Text
NTS
AutoCAD SHX Text
GENERATORS -SEE DWG. E-4
AutoCAD SHX Text
SINGLE DOOR EXTERIOR ACCESS TO GENERATOR BUILDING
AutoCAD SHX Text
COORDINATE WITH COLLIER COUNTY FOR ACCESS THROUGH SECURITY GATE
AutoCAD SHX Text
ROAD ACCESS
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VANDERBILT BEACH ROAD
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PROCESS AREA
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ADMINISTRATION AREA
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HIGH SERVICE PUMP ROOM
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GROUND STORAGE TANK
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FUEL STORAGE AREA
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PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
NCRWTP ELECTRICAL PLAN
E-4
6
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 4
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
NCRWTP ELECTRICAL PLAN
AutoCAD SHX Text
1/4"=1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
NOTES: 1 1"C., 2#12, 1#12G. 1"C., 2#12, 1#12G. 2 1 "C., (2)2/C#18 TSP, 1 "C., (2)2/C#18 TSP, 12"C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K THERMOCOUPLE WIRE. 3 USE SPARE 20 AMP, 1 POLE CIRCUIT USE SPARE 20 AMP, 1 POLE CIRCUIT BREAKER AS INDICATED IN PANEL SCHEDULE ON THIS SHEET.
AutoCAD SHX Text
CPMS
AutoCAD SHX Text
EXISTING PANEL LP-I
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3
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LP-I-9
AutoCAD SHX Text
1
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GENERAL NOTES: * CONSTRUCTION ACCESS FOR NEW EQUIPMENT SHALL BE DETERMINED IN THE FIELD. IN SOME CASES BUILDING ACCESS MAY REQUIRE THE DEMOLITION OF INTAKE LOUVERS. CONTRACTOR SHALL RESTORE FACILITIES TO PRE-CONSTRCTION CONDITION OR BETTER. * REFER TO PHOTOGRAPHS IN APPENDIX A-E OF PROJECTS TECHNICAL SPECIFICATIONS FOR FURTHER DETAIL * CONDUIT ROUTING SHALL BE DETERMINED IN DUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY PERSONNEL. MOUNT CONDUIT SO THAT IT IS NO LESS THAN 12 INCHES FROM EXHAUST PIPING AND POSITIONED TO NOT INTERFERE WITH MAINTENANCE OPENINGS FOR THE DIESEL OXIDATION CATALYST (DOC)/ENGINE SILENCER UNIT. CONDUIT END SHALL BE POSITIONED SO AS NOT TO REQUIRE SHARP BENDS IN THERMOCOUPLE OR PRESSURE SENSOR CABLES BEFORE ENTERING THE CONDUIT. CONDUIT END SHALL HAVE A FLEXIBLE CORD CONNECTOR SIZED TO ALLOW ENTRY OF THE THREE CABLES.
AutoCAD SHX Text
EXTERIOR DOOR
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INTERIOR DOOR
AutoCAD SHX Text
2
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2
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2
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2
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VENTILATION PLENUM ALONG EAST WALL
AutoCAD SHX Text
Sept-18
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GENERAL NOTES REVISED TO REFLECT COMBINATION DOC/SILENCER
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0/2
01
8 2
:4
4:1
9 P
M
PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
SCRWTP SITE SCHEMATIC
E-5
7
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 4 5
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SCRWTP SITE SCHEMATIC
AutoCAD SHX Text
NTS
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LIME SOFTENING PLANT GENERATORS -SEE DWG. E-6
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R.O. PLANT GENERATORS SEE DWG. E-7
AutoCAD SHX Text
WATER STORAGE
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COORDINATE WITH COLLIER COUNTY FOR ACCESS THROUGH SECURITY GATE
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ROAD ACCESS
AutoCAD SHX Text
OPERATIONS BUILDING AND FILTER WING
AutoCAD SHX Text
RECEPTION
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RO BUILDING
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01
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:4
8:3
8 A
M
PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
SCRWTP LIME SOFTENING BLDG. ELECTRICAL PLAN
E-6
8
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 4
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SCRWTP LIME SOFTENING BLDG. ELECTRICAL PLAN
AutoCAD SHX Text
1/8"=1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
8
AutoCAD SHX Text
0
AutoCAD SHX Text
8
AutoCAD SHX Text
NOTES: 1 1"C., 2#12, 1#12G. 1"C., 2#12, 1#12G. 2 1 "C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K 1 "C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K 12"C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K THERMOCOUPLE WIRE. 3 PROVIDE NEW 20 AMP, 1 POLE CIRCUIT BREAKER AS PROVIDE NEW 20 AMP, 1 POLE CIRCUIT BREAKER AS INDICATED IN PANEL SCHEDULE ON THIS SHEET.
AutoCAD SHX Text
EXISTING PANEL GENLP
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3
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GENLP-14
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1
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2
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CPMS
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GENERATOR 3
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EXISTING PANEL LA-2
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CPMS
AutoCAD SHX Text
1
AutoCAD SHX Text
LA-2-29
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3
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GENERATOR 2
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VENTILATION PLENUM ALONG WEST WALL
AutoCAD SHX Text
INTERIOR DOOR
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EXTERIOR DOOR
AutoCAD SHX Text
EXTERIOR DOOR
AutoCAD SHX Text
AIR INTAKE ROOF PLENUM
AutoCAD SHX Text
AIR DISCHARGE ROOF PLENUM
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GENERAL NOTES: * CONSTRUCTION ACCESS FOR NEW EQUIPMENT SHALL BE DETERMINED IN THE FIELD. IN SOME CASES BUILDING ACCESS MAY REQUIRE THE DEMOLITION OF INTAKE LOUVERS. CONTRACTOR SHALL RESTORE FACILITIES TO PRE-CONSTRUCTION CONDITION OR BETTER. * REFER TO PHOTOGRAPHS IN APPENDIX A-E OF PROJECTS TECHNICAL SPECIFICATIONS FOR FURTHER DETAIL. * CONDUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY DUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY PERSONNEL. MOUNT CONDUIT SO THAT IT IS NO LESS THAN 12 INCHES FROM EXHAUST PIPING AND POSITIONED TO NOT INTERFERE WITH MAINTENANCE OPENINGS FOR THE DIESEL OXIDATION CATALYST (DOC)/ENGINE SILENCER UNIT. CONDUIT END SHALL BE POSITIONED SO AS NOT TO REQUIRE SHARP BENDS IN THERMOCOUPLE OR PRESSURE SENSOR CABLES BEFORE ENTERING THE CONDUIT. CONDUIT END SHALL HAVE A FLEXIBLE CORD CONNECTOR SIZED TO ALLOW ENTRY OF THE THREE CABLES. * A ROOF MOUNTED DOC/SILENCER MAY BE REQUIRED FOR GENERATOR 3 DUE TO SPACE RESTRICTIONS OF THE GENERATOR'S ENCLOSURE. IF ROOF MOUNTING IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STRUCTURAL DESIGN & DETERMINATION THAT IS SIGNED AND SEALED BY AN ENGINEER IN THE STATE OF FLORIDA. CONTRACTOR TO COORDINATE WITH E.O.R. AND OWNER AND SUBMIT SHOP DRAWINGS FOR APPROVAL. LIGHTNING PROTECTION FOR THE NEW EQUIPMENT SHALL BE INTEGRATED INTO THE ENCLOSURE'S EXISTING PROTECTION SYSTEM.
AutoCAD SHX Text
2
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GENERATOR 1
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ROOF MOUNTED DOC/SILENCER MAY BE REQUIRED AT THIS LOCATION
AutoCAD SHX Text
CONTRACTOR TO COORDINATE WITH COUNTY FOR DIMENSIONS AND POTENTIAL BUILDING IMPROVEMENTS REQUIRED FOR THE NEW GENERATOR 2 PRIOR TO DESIGN OF DOC & EMISSION EQUIPMENT FOR GENERATOR 1.
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Sept-18
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GENERAL NOTES REVISED TO REFLECT COMBINATION DOC/SILENCER
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5/2
01
8 8
:4
9:2
6 A
M
PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
SCRWTP RO PLANT ELECTRICAL PLAN
E-7
9
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 4
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 10
60549939
COLLIER COUNTY PUBLIC UTILITIES
GENERATOR NESHAP COMPLIANCE IMPROVEMENTS
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
NOV 17IPF IB IB
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SCRWTP RO BLDG. ELECTRICAL PLAN
AutoCAD SHX Text
1/8"=1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
8
AutoCAD SHX Text
0
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8
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NOTES: 1 1"C., 2#12, 1#12G. 1"C., 2#12, 1#12G. 2 1 "C., (2)2/C#18 TSP, (1) 2/C#20 1 "C., (2)2/C#18 TSP, (1) 2/C#20 12"C., (2)2/C#18 TSP, (1) 2/C#20 TYPE K THERMOCOUPLE WIRE. 3 USE SPARE 20 AMP, 1 POLE CIRCUIT USE SPARE 20 AMP, 1 POLE CIRCUIT BREAKER AS INDICATED IN PANEL SCHEDULE ON THIS SHEET.
AutoCAD SHX Text
2
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EXISTING PANEL 1LP4
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3
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CPMS
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1LP4-36
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1
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GENERAL NOTES: * CONSTRUCTION ACCESS FOR NEW EQUIPMENT SHALL BE DETERMINED IN THE FIELD. IN SOME CASES BUILDING ACCESS MAY REQUIRE THE DEMOLITION OF INTAKE LOUVERS. CONTRACTOR SHALL RESTORE FACILITIES TO PRE-CONSTRCTION CONDITION OR BETTER. * REFER TO PHOTOGRAPHS IN APPENDIX A-E OF PROJECTS TECHNICAL SPECIFICATIONS FOR FURTHER DETAIL. * CONDUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY DUIT ROUTING SHALL BE DETERMINED IN COORDINATION WITH COLLIER COUNTY PERSONNEL. MOUNT CONDUIT SO THAT IT IS NO LESS THAN 12 INCHES FROM EXHAUST PIPING AND POSITIONED TO NOT INTERFERE WITH MAINTENANCE OPENINGS FOR THE DIESEL OXIDATION CATALYST (DOC)/ENGINE SILENCER UNIT. CONDUIT END SHALL BE POSITIONED SO AS NOT TO REQUIRE SHARP BENDS IN THERMOCOUPLE OR PRESSURE SENSOR CABLES BEFORE ENTERING THE CONDUIT. CONDUIT END SHALL HAVE A FLEXIBLE CORD CONNECTOR SIZED TO ALLOW ENTRY OF THE THREE CABLES.
AutoCAD SHX Text
INTERIOR DOOR
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EXTERIOR DOOR
AutoCAD SHX Text
VENTILATION PLENUMS ALONG WEST WALL
AutoCAD SHX Text
Sept-18
AutoCAD SHX Text
GENERAL NOTES REVISED TO REFLECT COMBINATION DOC/SILENCER
SHEET OF
DRN: DSN: DATE:CHK:
DRAWING NUMBER:
PROJECT NUMBER:
Do not scale this document. All
measurements must be obtained
from stated dimensions.
B
C
A
B
C
D
1 2 3 4
1 2
3 4 5
A
DATEMARK DESCRIPTION APP
0"
1"
This drawing has been prepared
for the use of AECOM's client and
may not be used, reproduced or
relied upon by third parties, except
as agreed by AECOM and its
client, as required by law or for use
by governmental reviewing
agencies. AECOM accepts no
responsibility, and denies any
liability whatsoever, to any party
that modifies this drawing without
AECOM's express written consent.
AECOM Technical Services, Inc.
4415 Metro Parkway, Suite 404
Fort Myers, Florida 33916
T 239.278.7996 F 239.278.0913
FL. Engineering Business No. EB-8115
www.aecom.com 8
60549939
COLLIER GENERATOR
RICE COMPLIANCE
---- -------- -------- ----
D
PROJECT ENGINEER:
REG NUMBER:
OCT 17
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:0
4:0
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PROJECT ENGINEER:
IRA BRANDELL, P.E.
REG NUMBER:
65814
ELECTRICAL DETAILS
IPF IPF MAP
E-8
10
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COORDINATE CONDUIT ROUTING WITH HVAC DUCT.
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PIPE CLAMP AT
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EACH CONDUIT.
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GALV. STEEL
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1-5/8"x1-5/8"
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CHANNEL
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(APPROX.
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200 #/100').
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THREADED HANGER ROD-LENGTH
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SQUARE WASHER, LOCKWASHER AND HEX
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AS REQUIRED.
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NUT (EACH SIDE)
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GALV. STEEL
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FEEDER/RISER
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CONDUIT (TYP.)
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RUN FOR STABILITY AND ANCHOR TO WALL.
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LOCATE CHANNEL AT MID-POINT OF VERTICAL
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EACH CONDUIT.
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PIPE CLAMP AT
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GALV. STEEL
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1-5/8"x1-5/8"
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CHANNEL.
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GALV. STEEL
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OR FLOOR.
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WALL PENETRATIONS REQUIRED FIRESTOP SEALANT ON BOTH SIDES. LEAVE COMPLETED SEAL UNDISTURBED FOR 48 HOURS.
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%%U SECTION A-A
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(MIN. 4 PCF) TIGHTLY PACKED
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MIN. 3" THICK MINERAL WOOL
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%%UFLOOR/WALL OF BLOCK WALL
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DRAWINGS, AND RECESS IT BELOW THE TOP SURFACE OF THE FLOOR (OR BOTH SURFACES OF A WALL ) TO ALLOW PROPER SPACE
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IS OFFSET TO ONE SIDE, APPLY A 1/2" BEAD OF FIRESTOP SEALANT AROUND ITS CIRCUMFERENCE WHERE IT CONTACTS THE WALL
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%%USTEP 3 - FIRESTOP SEALANT:%%U APPLY THE FIRESTOP SEALANT OVER THE BACKING MATERIAL TO THE DEPTH SHOWN. IF THE PIPE
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%%USTEP 2 - BACKING MATERIAL:%%U PACK MINERAL WOOL TIGHTLY AROUND THE PENETRATING ITEM TO THE DEPTH SHOWN IN THE
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%%USTEP 1 - PREPARATION:%%U ALL SURFACES MUST BE CLEAN, SOUND, DRY AND FROST FREE PRIOR TO APPLICATION OF MATERIALS.
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INSTALLATION INSTRUCTIONS FOR UL No. CAJ1149
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3. WALLS REQUIRE 1/2" OF SEALANT FLUSH WITH BOTH SIDES.
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2. ANNULAR SPACE = MIN. 0" (POINT CONTACT), MAX. 2".
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CLASSIFIED CONCRETE BLOCK WALL
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MIN. 4-1/2" THICK CONCRETE
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FLOOR/WALL OR ANY U.L.
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FOR THE FIRESTOP MATERIAL.
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1. MAXIMUM DIAMETER OF OPENING = 6".
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%%UNOTES:
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A
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%%U TOP VIEW
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4" DIA. (OR SMALLER)
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STEEL PIPE, COPPER
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PIPE, EMT OR CONDUIT
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MIN. 1/2" DEPTH
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HILTI FS 601
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FIRESTOP SEALANT
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A
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T RATING = 0-HR.
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F RATING = 2-HR.
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HILTI FS 601
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1/2" BEAD
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%%UPIPE THROUGH CONCRETE
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N.T.S.
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1
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-
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%%UWALL CONDUIT SUPPORT DETAIL
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2
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-
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%%UWALL CONDUIT SUPPORT DETAIL
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3
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-
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CABLE FASTENER
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SCALE: NONE
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FOR HANDRAIL MTG.
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AIR TERMINAL
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W/BLUNT TIP
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GENTLY SLOPING ROOFS.
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PROVIDE CLAMP BASE
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ADHESIVE BRONZE POINT
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BASE, UON ON FLAT OR
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%%U BASE MOUNTED AIR TERMINAL
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4
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-
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CONNECT TO EXISTING GROUNDING SYSTEM. MATCH EXISTING CONDUCTOR OR PROVIDE #2/0 AWG BARE TINNED COPPER CONDUCTOR
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UL LISTED
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1. CONNECTION TO THE EXISTING LIGHTNING PROTECTION SYSTEM TO BE PROVIDED AND INSTALLED BY A TRAINED SERVICE TECHNICIAN HAVING FIVE (5) YEARS ACTIVE EXPERIENCE. 2. INSTALLATION SHALL COMPLY WITH UL-96: LIGHTNING PROTECTION COMPONENTS, UL-96-A: INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, AND NFPA-780: LIGHTNING PROTECTION CODE. 3. MATERIALS SHALL BE UL LISTED AND BE CLASS 1 MATERIALS FOR STRUCTURES NOT EXCEEDING 75 FEET IN HEIGHT.
