 |
Plan Review Details - Permit 16120363
| Plan Review Stops For Permit 16120363 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2018-02-26 |
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|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2018-02-26 |
Time |
15:40 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2018-02-26 |
Time |
14:56 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2017-11-17 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2017-11-17 |
Time |
09:49 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2017-11-17 |
Time |
|
Sent To |
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|
| Notes |
| 2017-11-17 09:49:36 | BUILDING PLAN REVIEW | | | W. P. B. PERMIT: 16120363 | | | ADD: 3800 WASHINGTON RD. | | | CONT: KCA CONSTRUCTION | | | TEL: 561-361-0577 | | | E-MAIL: [email protected] | | | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION | | | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | | FLORIDA BUILDING CODE, BUILDING. | | | | | | 2ND REVIEW | | | DATE: FRI. NOV. 17/ 2017 | | | ACTION: DENIED | | | | | | 1) COMPLIED. | | | | | | 2) 2ND REQUEST. SHEET S-1 STRUCTURAL STEEL NOTE 2( E ) | | | MAKES REFERENCE TO CODE SECTION R4408.5.3. PLEASE | | | CORRECT THIS CODE SECTION. THIS IS FOR SINGLE FAMILY | | | RESIDENCES, STEEL IN THE HIGH-VELOCITY HURRICANE ZONES. | | | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. | | | | | | 3)BUILDING PROVISO: WELDED OR BOLTED CONNECTIONS. THE | | | CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE | | | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE | | | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED | | | STANDARDS. | | | 2014 FBC-B 2204.1 WELDING | | | 201404.4.2 BOLTING. | | | | | | 4) 2ND REQUEST. SHEET S-2 INDICATES THE REPLACEMENT | | | COOLING TOWER CT-1 TO BE A MARLEY 23121. PLEASE PROVIDE | | | MANUFACTURERS PRODUCT INFORMATION THAT THIS MECHANICAL | | | EQUIPMENT THAT IS EXPOSED TO WIND WAS DESIGNED TO | | | RESIST WIND PRESSURES FOR THIS WIND SPEED AND | | | ELEVATION. 2014 FBC-M 301.15 WIND RESISTANCE. | | | | | | 5) COMPLIED. ANCHOR OF UNIT TO STEEL BEAMS. | | | | | | 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION | | | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS | | | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL | | | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE | | | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION | | | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO | | | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED | | | COOPERATION. | | | | | | THE PLAN REVIEWS FOR THIS PROJECT ARE COMPLETE. TO VIEW | | | COMMENTS FROM ALL DISCIPLINES: | | | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT | | | US.ASPX. | | | | | | JAMES A. WITMER CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES | | | DEPARTMENT | | | TEL: 561-805-6715 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2016-12-15 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2016-12-15 |
Time |
07:02 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2016-12-15 |
Time |
06:03 |
Sent To |
|
|
| Notes |
| 2016-12-15 07:18:52 | BUILDING PLAN REVIEW | | | W. P. B. PERMIT: 16120363 | | | ADD: 3800 WASHINGTON RD. | | | CONT: KCA CONSTRUCTION | | | TEL: 561-361-0577 | | | E-MAIL: [email protected] | | | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | | ADMINISTRATION | | | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | | FLORIDA BUILDING CODE, BUILDING. | | | | | | 1ST REVIEW | | | DATE: THURS. DEC. 15/ 2016 | | | ACTION: DENIED | | | | | | 1) ON THE PERMIT APPLICATION THE CONTRACTORS SIGNATURE | | | IS A COPY, AN ORIGINAL SIGNATURE IS REQUIRED BEFORE | | | PERMIT ISSUANCE. 2014 FLORIDA BUILDING CODE W 2014 WEST | | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | | CHAPTER 1, ADMINISTRATION 105.3.1 ACTION ON | | | APPLICATION. IF THE APPLICATION OR THE CONSTRUCTION | | | DOCUMENTS DO NOT CONFORM TO THE REQUIREMENTS OF | | | PERTINENT LAWS, THE BUILDING OFFICIAL SHALL REJECT SUCH | | | APPLICATION IN WRITING, STATING THE REASONS THEREFORE. | | | IF THE BUILDING OFFICIAL IS SATISFIED THAT THE PROPOSED | | | WORK CONFORMS TO THE REQUIREMENTS OF THIS CODE AND LAWS | | | AND ORDINANCES APPLICABLE THERETO. | | | | | | 2) SHEET S-1 MAKES REFERENCE TO CODE SECTION R4408.5.3. | | | PLEASE CORRECT THIS CODE SECTION. THIS IS FOR SINGLE | | | FAMILY RESIDENCES, STEEL IN THE HIGH-VELOCITY HURRICANE | | | ZONES. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. | | | | | | 3) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS | | | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & | | | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN | | | ACCORDANCE WITH THE REFERENCED STANDARDS. | | | 2014 FBC-B 2204.1 WELDING | | | 201404.4.2 BOLTING. | | | | | | 4) SHEET S-2 INDICATES THE REPLACEMENT COOLING TOWER | | | CT-1 TO BE A MARLEY 23121. PLEASE PROVIDE MANUFACTURERS | | | PRODUCT INFORMATION THAT THIS MECHANICAL EQUIPMENT THAT | | | IS EXPOSED TO WIND WAS DESIGNED TO RESIST WIND | | | PRESSURES FOR THIS WIND SPEED AND ELEVATION. 2014 FBC-M | | | 301.15 WIND RESISTANCE. | | | | | | 5) SHEET S1 AND S2 SHOW THE STEEL FRAMING SUPPORT | | | STRUCTURE THE REPLACEMENT COOLING TOWER WILL REST UPON. | | | THESE SHEETS SHOW BOTH WELDED AND BOLTED CONNECTIONS | | | FROM STEEL FRAMING TO THE BUILDING STRUCTURE AND THE | | | FRAMEWORK. WHAT THIS PLAN DOESN?T INDICATE IS THE | | | CONNECTION FROM THE SUPPORT STEEL FRAMING TO THE | | | COOLING TOWER. | | | | | | LATERAL FORCE-RESISTING SYSTEM | | | FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, | | | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL | | | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. | | | | | | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL | | | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY | | | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT | | | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY | | | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. | | | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE | | | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES | | | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND | | | LOADS. | | | | | | 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION | | | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS | | | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL | | | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE | | | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION | | | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO | | | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED | | | COOPERATION. | | | | | | THE PLAN REVIEWS FOR THIS PROJECT ARE COMPLETE. TO VIEW | | | COMMENTS FROM ALL DISCIPLINES: | | | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT | | | US.ASPX. | | | | | | JAMES A. WITMER CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES | | | DEPARTMENT | | | TEL: 561-805-6715 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | | | | |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2017-11-17 |
|
|
Cont ID |
|
| Sent By |
jpearson |
Date |
2017-11-17 |
Time |
10:45 |
Rev Time |
0.00 |
| Received By |
jpearson |
Date |
2017-11-17 |
Time |
10:45 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2016-12-29 |
|
|
Cont ID |
|
| Sent By |
rlecky |
Date |
2016-12-29 |
Time |
13:52 |
Rev Time |
0.00 |
| Received By |
rlecky |
Date |
2016-12-29 |
Time |
12:39 |
Sent To |
|
|
| Notes |
| 2016-12-29 13:53:19 | 16120363 | | | 3800 WASHINGTON ROAD | | | NEW COOLING TOWER | | | | | | PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING | | | ELECTRICAL REVIEW COMMENTS. | | | | | | INDICATE SIZE OF EXISTING DISCONNECTS AND AND MOTOR | | | CIRCUITS. VERIFY THE EXISTING CIRCUITS ARE ADEQUATE TO | | | FEED THE NEW EQUIPMENT. PROVIDE A FEEDER DETAIL. NEC | | | 215.5. 430.22 | | | | | | PROVIDE MOTOR OVERLOAD PROTECTION. NEC 430.32 | | | | | | PROVIDE MOTOR BRANCH CIRCUIT SHORT CIRCUIT AND GROUND | | | FAULT PROTECTION. NEC 430.51 | | | | | | PROVIDE SAFE WORKING SPACE FOR DISCONNECTS. NEC 110.26 | | | | | | EQUIPMENT LIKELY TO BE SERVICE WHILE ENERGIZED MUST | | | HAVE SAFETY WARNING LABELS TO PROTECT FROM ARC FLASH | | | HAZARD. NEC 110.16 | | | | | | | | | ROBERT LECKY | | | ELECTRICAL PLANS EXAMINER | | | 561-373-3701 | | | [email protected] | | | | | | | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
3 |
Status |
P |
Date |
2018-02-27 |
|
|
Cont ID |
|
| Sent By |
pleduc |
Date |
2018-02-27 |
Time |
|
Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2018-02-27 |
Time |
13:02 |
Sent To |
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|
| Notes |
| 2018-02-27 13:07:35 | FIRE COMMENTS WERE NOT SPECIFICALLY ADDRESS. | | | | | | THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC, | | | FIRE MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | PLEASE CONSIDER THE FOLLOWING AS PROVISO: | | | | | | THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED | | | AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE | | | PROVISO COMMENTS WILL RESULT IN A FAILED FIRE | | | INSPECTION. | | | | | | | | | 1) THERE IS INSUFFICIENT DETAIL PROVIDING FOR THE | | | COMPLIANCE OF THE REQUIREMENTS OF ANY NFPA FIRE CODES. | | | | | | NFPA CODES AND/OR STANDARDS WILL BE WHAT FIRE | | | INSPECTIONS WILL BE BASED, PLEASE ENSURE COMPLAINCE. | | | | | | | | | | | | 2) PLEASE PROVIDE DETAILED INFOMATION AND NOTE | | | INDICATING COMPLIANCE WITH NFPA 780 - LIGHTNING | | | PROTECTION SYSTEMS. | | | | | | 5.7* LIGHTNING PROTECTION. LIGHTNING PROTECTION, WHERE | | | PROVIDED, SHALL BE INSTALLED IN ACCORDANCE WITH THE | | | PROVISIONS OF NFPA 780. | | | | | | | | | 3) PLEASE PROVIDE DETAILED INFORMATION INDICATING | | | COMPLIANCE WITH NFPA 214 - WATER-COOLING TOWERS | | | | | | INCLUDING, BUT NO LIMITED TO: | | | | | | CHAPTER 4 LOCATION OF WATER-COOLING TOWERS | | | 4.1 CONSTRUCTION MATERIALS OF WATER-COOLING TOWERS. | | | 4.1.1 WHERE THE COOLING TOWER'S STRUCTURE, FAN, | | | DISTRIBUTION SYSTEM, LOUVERS, AND FILL AND DRIFT | | | ELIMINATOR MATERIALS ARE ALL OF NONCOMBUSTIBLE | | | MATERIALS, A FIRE PROTECTION SYSTEM SHALL NOT BE | | | REQUIRED. | | | 4.1.2 IF ANY OF THE CONSTRUCTION MATERIALS ARE | | | COMBUSTIBLE AND THE FACTORS IN SECTION 4.2 NECESSITATE | | | IT, FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE | | | WITH CHAPTER 5, AND TOWERS SHALL BE LOCATED IN | | | ACCORDANCE WITH CHAPTER 4. | | | | | | 4.2* FIRE RISK ANALYSIS. A FIRE RISK ANALYSIS SHALL BE | | | CONDUCTED. THE FOLLOWING ARE SOME OF THE FACTORS THAT | | | SHALL BE CONSIDERED IN DETERMINING THE EXTENT AND | | | METHOD OF FIRE PROTECTION REQUIRED FOR INDUCED-DRAFT | | | AND NATURAL-DRAFT WATER-COOLING TOWERS: | | | (1) IMPORTANCE TO CONTINUITY OF OPERATION | | | (2)*SIZE AND CONSTRUCTION OF TOWER | | | (3) TYPE OF TOWER | | | (4) LOCATION OF TOWER | | | (5) WATER SUPPLY | | | (6) VALUE OF TOWER | | | (7) CLIMATE | | | (8)*WATER DELIVERY TIME | | | (9) ENVIRONMENT | | | (10) ROOFTOP TOWERS | | | (11) LIMITED ACCESS | | | (12) MATERIALS OF CONSTRUCTION (SEE SECTION 4.1) | | | | | | 4.3 COMBUSTIBLE EXTERIOR SURFACES. WATER-COOLING TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES, INCLUDING THE DECK, | | | DISTRIBUTION BASINS, AND SO FORTH, SHALL BE LOCATED AT | | | LEAST 100 FT (30.5 M) FROM THE FOLLOWING HAZARDS: | | | (1) STRUCTURES OR PROCESSES THAT EMIT SPARKS OR FLYING | | | BRANDS UNDER ORDINARY CIRCUMSTANCES, SUCH AS CHIMNEYS, | | | INCINERATORS, FLARE STACKS, OR COB BURNERS | | | (2) MATERIALS OR PROCESSES OF SEVERE FIRE HAZARD, SUCH | | | AS PETROLEUM PROCESSING AND STORAGE TANKS, EXPLOSIVES | | | MANUFACTURING OR STORAGE, AND PETROLEUM PRODUCT | | | PIPELINES AND PUMPING STATIONS | | | | | | 4.4 COMBUSTIBLE SURFACES WITH FIXED PROTECTION. TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES THAT ARE PROVIDED | | | WITH FIXED EXPOSURE PROTECTION IN ACCORDANCE WITH | | | 5.2.10 SHALL BE PERMITTED TO BE LOCATED CLOSER THAN 100 | | | FT (30.5 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.5 NONCOMBUSTIBLE EXTERIOR SURFACES. TOWERS WITH | | | NONCOMBUSTIBLE EXTERIOR SURFACES SHALL BE LOCATED 40 FT | | | (12 M) OR MORE FROM THE HAZARDS LISTED IN SECTION 4.3. | | | | | | 4.6 NONCOMBUSTIBLE SURFACES WITH FIXED PROTECTION. | | | TOWERS WITH NONCOMBUSTIBLE EXTERIOR SURFACES THAT ARE | | | PROVIDED WITH FIXED INTERIOR FIRE PROTECTION INSTALLED | | | IN ACCORDANCE WITH CHAPTER 5 SHALL BE PERMITTED TO BE | | | LOCATED CLOSER THAN 40 FT (12 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.7 COMBUSTIBLE TOWERS ON BUILDING ROOFS. COMBUSTIBLE | | | WATER-COOLING TOWERS LOCATED ON BUILDING ROOFS OR OTHER | | | LOCATIONS TO WHICH ACCESS FOR MANUAL FIRE FIGHTING IS | | | RESTRICTED OR DIFFICULT SHALL BE PROVIDED WITH A | | | PROTECTION SYSTEM IN ACCORDANCE WITH CHAPTER 5. | | | | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
Status |
F |
Date |
2017-11-13 |
|
|
Cont ID |
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| Sent By |
pleduc |
Date |
2017-11-13 |
Time |
|
Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2017-11-13 |
Time |
12:26 |
Sent To |
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| Notes |
| 2017-11-13 13:02:06 | 2ND REVIEW | | | | | | | | | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE | | | MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | | | | 1) THERE IS NO INDICATIONS EITHER ON THE PLAN SHEETS | | | NOR A WRITTEN NARRATIVE ADDRESSING ANY OF FIRE | | | COMMENTS. | | | | | | THEY ARE RE-POSTED BELOW: | | | | | | | | | | | | 1) THERE IS INSUFFICIENT DETAIL PROVIDING FOR THE | | | COMPLIANCE OF THE REQUIREMENTS OF ANY NFPA FIRE CODES. | | | | | | | | | | | | 2) PLEASE PROVIDE DETAILED INFOMATION AND NOTE | | | INDICATING COMPLIANCE WITH NFPA 780 - LIGHTNING | | | PROTECTION SYSTEMS. | | | | | | 5.7* LIGHTNING PROTECTION. LIGHTNING PROTECTION, WHERE | | | PROVIDED, SHALL BE INSTALLED IN ACCORDANCE WITH THE | | | PROVISIONS OF NFPA 780. | | | | | | | | | 3) PLEASE PROVIDE DETAILED INFORMATION INDICATING | | | COMPLIANCE WITH NFPA 214 - WATER-COOLING TOWERS | | | | | | INCLUDING, BUT NO LIMITED TO: | | | | | | CHAPTER 4 LOCATION OF WATER-COOLING TOWERS | | | 4.1 CONSTRUCTION MATERIALS OF WATER-COOLING TOWERS. | | | 4.1.1 WHERE THE COOLING TOWER'S STRUCTURE, FAN, | | | DISTRIBUTION SYSTEM, LOUVERS, AND FILL AND DRIFT | | | ELIMINATOR MATERIALS ARE ALL OF NONCOMBUSTIBLE | | | MATERIALS, A FIRE PROTECTION SYSTEM SHALL NOT BE | | | REQUIRED. | | | 4.1.2 IF ANY OF THE CONSTRUCTION MATERIALS ARE | | | COMBUSTIBLE AND THE FACTORS IN SECTION 4.2 NECESSITATE | | | IT, FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE | | | WITH CHAPTER 5, AND TOWERS SHALL BE LOCATED IN | | | ACCORDANCE WITH CHAPTER 4. | | | | | | 4.2* FIRE RISK ANALYSIS. A FIRE RISK ANALYSIS SHALL BE | | | CONDUCTED. THE FOLLOWING ARE SOME OF THE FACTORS THAT | | | SHALL BE CONSIDERED IN DETERMINING THE EXTENT AND | | | METHOD OF FIRE PROTECTION REQUIRED FOR INDUCED-DRAFT | | | AND NATURAL-DRAFT WATER-COOLING TOWERS: | | | (1) IMPORTANCE TO CONTINUITY OF OPERATION | | | (2)*SIZE AND CONSTRUCTION OF TOWER | | | (3) TYPE OF TOWER | | | (4) LOCATION OF TOWER | | | (5) WATER SUPPLY | | | (6) VALUE OF TOWER | | | (7) CLIMATE | | | (8)*WATER DELIVERY TIME | | | (9) ENVIRONMENT | | | (10) ROOFTOP TOWERS | | | (11) LIMITED ACCESS | | | (12) MATERIALS OF CONSTRUCTION (SEE SECTION 4.1) | | | | | | 4.3 COMBUSTIBLE EXTERIOR SURFACES. WATER-COOLING TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES, INCLUDING THE DECK, | | | DISTRIBUTION BASINS, AND SO FORTH, SHALL BE LOCATED AT | | | LEAST 100 FT (30.5 M) FROM THE FOLLOWING HAZARDS: | | | (1) STRUCTURES OR PROCESSES THAT EMIT SPARKS OR FLYING | | | BRANDS UNDER ORDINARY CIRCUMSTANCES, SUCH AS CHIMNEYS, | | | INCINERATORS, FLARE STACKS, OR COB BURNERS | | | (2) MATERIALS OR PROCESSES OF SEVERE FIRE HAZARD, SUCH | | | AS PETROLEUM PROCESSING AND STORAGE TANKS, EXPLOSIVES | | | MANUFACTURING OR STORAGE, AND PETROLEUM PRODUCT | | | PIPELINES AND PUMPING STATIONS | | | | | | 4.4 COMBUSTIBLE SURFACES WITH FIXED PROTECTION. TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES THAT ARE PROVIDED | | | WITH FIXED EXPOSURE PROTECTION IN ACCORDANCE WITH | | | 5.2.10 SHALL BE PERMITTED TO BE LOCATED CLOSER THAN 100 | | | FT (30.5 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.5 NONCOMBUSTIBLE EXTERIOR SURFACES. TOWERS WITH | | | NONCOMBUSTIBLE EXTERIOR SURFACES SHALL BE LOCATED 40 FT | | | (12 M) OR MORE FROM THE HAZARDS LISTED IN SECTION 4.3. | | | | | | 4.6 NONCOMBUSTIBLE SURFACES WITH FIXED PROTECTION. | | | TOWERS WITH NONCOMBUSTIBLE EXTERIOR SURFACES THAT ARE | | | PROVIDED WITH FIXED INTERIOR FIRE PROTECTION INSTALLED | | | IN ACCORDANCE WITH CHAPTER 5 SHALL BE PERMITTED TO BE | | | LOCATED CLOSER THAN 40 FT (12 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.7 COMBUSTIBLE TOWERS ON BUILDING ROOFS. COMBUSTIBLE | | | WATER-COOLING TOWERS LOCATED ON BUILDING ROOFS OR OTHER | | | LOCATIONS TO WHICH ACCESS FOR MANUAL FIRE FIGHTING IS | | | RESTRICTED OR DIFFICULT SHALL BE PROVIDED WITH A | | | PROTECTION SYSTEM IN ACCORDANCE WITH CHAPTER 5. | | | | | | | | | | | | 4) PROVIDE MANUFACTURES SPECIFICATION / PRODUCTS SHEETS | | | | | | | | | | | | 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET | | | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE | | | ABOVE. | | | | | | | | | | | | 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE | | | RE-SUBMITTAL OF THE ABOVE. | | | | | | | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
F |
Date |
2016-12-21 |
|
|
Cont ID |
|
| Sent By |
pleduc |
Date |
2016-12-21 |
Time |
|
Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2016-12-21 |
Time |
13:17 |
Sent To |
|
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| Notes |
| 2016-12-21 13:29:57 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE | | | MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | | | | 1) THERE IS INSUFFICIENT DETAIL PROVIDING FOR THE | | | COMPLIANCE OF THE REQUIREMENTS OF ANY NFPA FIRE CODES. | | | | | | | | | | | | 2) PLEASE PROVIDE DETAILED INFOMATION AND NOTE | | | INDICATING COMPLIANCE WITH NFPA 780 - LIGHTNING | | | PROTECTION SYSTEMS. | | | | | | 5.7* LIGHTNING PROTECTION. LIGHTNING PROTECTION, WHERE | | | PROVIDED, SHALL BE INSTALLED IN ACCORDANCE WITH THE | | | PROVISIONS OF NFPA 780. | | | | | | | | | 3) PLEASE PROVIDE DETAILED INFORMATION INDICATING | | | COMPLIANCE WITH NFPA 214 - WATER-COOLING TOWERS | | | | | | INCLUDING, BUT NO LIMITED TO: | | | | | | CHAPTER 4 LOCATION OF WATER-COOLING TOWERS | | | 4.1 CONSTRUCTION MATERIALS OF WATER-COOLING TOWERS. | | | 4.1.1 WHERE THE COOLING TOWER'S STRUCTURE, FAN, | | | DISTRIBUTION SYSTEM, LOUVERS, AND FILL AND DRIFT | | | ELIMINATOR MATERIALS ARE ALL OF NONCOMBUSTIBLE | | | MATERIALS, A FIRE PROTECTION SYSTEM SHALL NOT BE | | | REQUIRED. | | | 4.1.2 IF ANY OF THE CONSTRUCTION MATERIALS ARE | | | COMBUSTIBLE AND THE FACTORS IN SECTION 4.2 NECESSITATE | | | IT, FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE | | | WITH CHAPTER 5, AND TOWERS SHALL BE LOCATED IN | | | ACCORDANCE WITH CHAPTER 4. | | | | | | 4.2* FIRE RISK ANALYSIS. A FIRE RISK ANALYSIS SHALL BE | | | CONDUCTED. THE FOLLOWING ARE SOME OF THE FACTORS THAT | | | SHALL BE CONSIDERED IN DETERMINING THE EXTENT AND | | | METHOD OF FIRE PROTECTION REQUIRED FOR INDUCED-DRAFT | | | AND NATURAL-DRAFT WATER-COOLING TOWERS: | | | (1) IMPORTANCE TO CONTINUITY OF OPERATION | | | (2)*SIZE AND CONSTRUCTION OF TOWER | | | (3) TYPE OF TOWER | | | (4) LOCATION OF TOWER | | | (5) WATER SUPPLY | | | (6) VALUE OF TOWER | | | (7) CLIMATE | | | (8)*WATER DELIVERY TIME | | | (9) ENVIRONMENT | | | (10) ROOFTOP TOWERS | | | (11) LIMITED ACCESS | | | (12) MATERIALS OF CONSTRUCTION (SEE SECTION 4.1) | | | | | | 4.3 COMBUSTIBLE EXTERIOR SURFACES. WATER-COOLING TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES, INCLUDING THE DECK, | | | DISTRIBUTION BASINS, AND SO FORTH, SHALL BE LOCATED AT | | | LEAST 100 FT (30.5 M) FROM THE FOLLOWING HAZARDS: | | | (1) STRUCTURES OR PROCESSES THAT EMIT SPARKS OR FLYING | | | BRANDS UNDER ORDINARY CIRCUMSTANCES, SUCH AS CHIMNEYS, | | | INCINERATORS, FLARE STACKS, OR COB BURNERS | | | (2) MATERIALS OR PROCESSES OF SEVERE FIRE HAZARD, SUCH | | | AS PETROLEUM PROCESSING AND STORAGE TANKS, EXPLOSIVES | | | MANUFACTURING OR STORAGE, AND PETROLEUM PRODUCT | | | PIPELINES AND PUMPING STATIONS | | | | | | 4.4 COMBUSTIBLE SURFACES WITH FIXED PROTECTION. TOWERS | | | WITH COMBUSTIBLE EXTERIOR SURFACES THAT ARE PROVIDED | | | WITH FIXED EXPOSURE PROTECTION IN ACCORDANCE WITH | | | 5.2.10 SHALL BE PERMITTED TO BE LOCATED CLOSER THAN 100 | | | FT (30.5 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.5 NONCOMBUSTIBLE EXTERIOR SURFACES. TOWERS WITH | | | NONCOMBUSTIBLE EXTERIOR SURFACES SHALL BE LOCATED 40 FT | | | (12 M) OR MORE FROM THE HAZARDS LISTED IN SECTION 4.3. | | | | | | 4.6 NONCOMBUSTIBLE SURFACES WITH FIXED PROTECTION. | | | TOWERS WITH NONCOMBUSTIBLE EXTERIOR SURFACES THAT ARE | | | PROVIDED WITH FIXED INTERIOR FIRE PROTECTION INSTALLED | | | IN ACCORDANCE WITH CHAPTER 5 SHALL BE PERMITTED TO BE | | | LOCATED CLOSER THAN 40 FT (12 M) FROM THE HAZARDS | | | LISTED IN SECTION 4.3. | | | | | | 4.7 COMBUSTIBLE TOWERS ON BUILDING ROOFS. COMBUSTIBLE | | | WATER-COOLING TOWERS LOCATED ON BUILDING ROOFS OR OTHER | | | LOCATIONS TO WHICH ACCESS FOR MANUAL FIRE FIGHTING IS | | | RESTRICTED OR DIFFICULT SHALL BE PROVIDED WITH A | | | PROTECTION SYSTEM IN ACCORDANCE WITH CHAPTER 5. | | | | | | | | | | | | 4) PROVIDE MANUFACTURES SPECIFICATION / PRODUCTS SHEETS | | | | | | | | | | | | 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET | | | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE | | | ABOVE. | | | | | | | | | | | | 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE | | | RE-SUBMITTAL OF THE ABOVE. | | | | | | | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2018-03-08 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2018-03-08 |
Time |
14:25 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2018-02-22 |
Time |
10:49 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2017-11-21 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2017-11-21 |
Time |
16:16 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2017-11-08 |
Time |
13:12 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2017-01-12 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2017-01-12 |
Time |
17:28 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2016-12-09 |
Time |
11:21 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
3 |
Status |
P |
Date |
2018-03-05 |
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Cont ID |
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| Sent By |
ccole |
Date |
2018-03-05 |
Time |
13:48 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2018-03-05 |
Time |
13:48 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
F |
Date |
2017-11-14 |
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Cont ID |
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| Sent By |
ccole |
Date |
2017-11-14 |
Time |
07:52 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2017-11-13 |
Time |
17:27 |
Sent To |
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| Notes |
| 2017-11-14 07:55:15 | 2ND REVIEW FBC-2014 MECHANICAL | | | PERMIT #16120363 | | | 11/14/17 | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | SOME OF THE COMMENTS FROM THE 1ST REVIEW WERE ADDRESSED | | | AND STILL EXIST. I HAVE REPRINTED THOSE COMMENTS BELOW | | | WITH ADDITIONAL REMARKS BASED ON THE NARRATIVE RESPONSE | | | FROM KAMM ENGINEERING | | | | | | 2) S-2: REFER TO TABLE 1509.6.5 FBC-14 BUILDING: | | | MINIMUM 48 INCHES CLEARANCE DISTANCE REQUIRED BELOW THE | | | NEW TOWER. (KAMM'S RESPONSE- "TO BE PROVIDED BY | | | STRUCTURAL ENGINEER"). | | | | | | 4) PROVIDE DETAILS AND DRAWINGS FOR THE ACCESS LADDER | | | AND SERVICE PLATFORM- SEE SECTIONS 304.11, 306.1, & | | | 306.5. *(KAMM'S RESPONSE- "NOT REQUIRED PER | | | MANUFACTURER'S DRAWINGS".) | | | | | | 5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE TOWER. | | | (KAMM'S RESPONSE- "TO BE PROVIDED BY THE CONTRACTOR"). | | | | | | 6) COMMISSIONING OF THE SYSTEM IS REQUIRED IN | | | ACCORDANCE WITH SECTION C408.2 FBC-14 ENERGY | | | CONSERVATION. PLEASE SUBMIT A COMMISSIONING PLAN IN | | | COMPLIANCE WITH SECTION C408.2.1. (KAMM'S RESPONSE- | | | "COMMISSIONING IS NOT REQUIRED PER SECTION C101.4.8 | | | FBC-14 ENERGY CONSERVATION"). IT IS AGREED THAT THE | | | BUILDING IS EXEMPT, HOWEVER THE NEW COOLING TOWER, | | | PUMPS, TREATMENT | | | | | | SYSTEM, AND NEW PIPINGS MUST BE TESTED TO VERIFY WATER | | | TEMPERATURES AND FLOWS ARE PER PLAN AND SPECIFICATIONS. | | | PLEASE PROVIDE A NARRATIVE CLARIFYING WHAT TESTING WILL | | | BE PERFORMED ON THE NEW EQUIPMENT- SECTION C408.2 | | | MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION | | | REQUIREMENTS. | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | | RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT | | | CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE | | | PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND | | | KEEP THEM WITH THE SUBMITTALS. | | | | | | CHRISTOPHER L. COLE | | | MECHANICAL PLANS EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL 33401 | | | 561-805-6719 | | | [email protected] | | | | | | |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
F |
Date |
2016-12-19 |
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Cont ID |
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| Sent By |
ccole |
Date |
2016-12-19 |
Time |
08:46 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2016-12-19 |
Time |
07:45 |
Sent To |
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| Notes |
| 2016-12-19 09:03:44 | 1ST REVIEW FBC-2014 MECHANICAL | | | PERMIT #16120363 | | | 12/19/16 | | | | | | 1) SHEETS S-2 & M6.1: DIMENSIONS OF THE TOWER DON'T | | | MATCH. | | | | | | 2) S-2: REFER TO TABLE 1509.6.5 FBC-14 BUILDING: | | | MINIMUM 48 INCHES CLEARANCE DISTANCE REQUIRED BELOW THE | | | NEW TOWER. | | | | | | 3) PROVIDE PIPING AND PIPE INSULATION SPECIFICATIONS. | | | | | | 4) PROVIDE DETAILS AND DTRAWINGS FOR THE ACCESS LADDER | | | AND SERVICE PLATFORM- SEE SECTIONS 304.11, 306.1, & | | | 306.5 | | | | | | 5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE TOWER. | | | | | | 6) COMMISSIONING OF THE SYSTEM IS REQUIRED IN | | | ACCORDANCE WITH SECTION C408.2 FBC-14 ENERGY | | | CONSERVATION. PLEASE SUBMIT A COMMISSIONING PLAN IN | | | COMPLIANCE WITH SECTION C408.2.1. | | | | | | CHRISTOPHER L. COLE | | | MECHANICAL PLANS EXAMINER | | | 561-805-6719 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
3 |
Status |
P |
Date |
2018-03-08 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2018-03-08 |
Time |
14:24 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2018-03-08 |
Time |
14:24 |
Sent To |
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| Notes |
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| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
F |
Date |
2017-11-21 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2017-11-21 |
Time |
16:16 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2017-11-21 |
Time |
15:31 |
Sent To |
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| Notes |
| 2017-11-21 16:16:36 | 1ST REVIEW: FBC 2014 5TH EDITION | | | | | | PLUMBING COMMENTS: | | | | | | 1. SHT. M2.1 NOTE ON 2" DRAIN AND OVERFLOW REF TO SHT. | | | P0.1 THE PLAN SET IS MISSING SHT. P0.1 PLEASE CLARIFY. | | | PER WPB AMEND TO FBC 107.2.1 | | | 2. IS THE 2" DRAIN AND OVER FLOW NEW OR EXISTING PLEASE | | | CLARIFY. PER WPB AMEND TO FBC 107.2.1 | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | | THE PREVIOUSLY REVIEWED SHEETS. | | | | | | GEORGE JOHNSON | | | PLUMBING PLANS EXAMINER | | | CITY OF WEST PALM BEACH | | | 561-805-6711 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
P |
Date |
2017-01-12 |
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Cont ID |
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| Sent By |
gjohnson |
Date |
2017-01-12 |
Time |
17:28 |
Rev Time |
0.00 |
| Received By |
gjohnson |
Date |
2017-01-12 |
Time |
17:28 |
Sent To |
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| Notes |
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| Review Stop |
X |
PERMIT EXTENSION |
| Rev No |
1 |
Status |
N |
Date |
2017-11-08 |
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Cont ID |
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| Sent By |
rbrown |
Date |
2017-11-08 |
Time |
11:27 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
2017-11-08 |
Time |
11:27 |
Sent To |
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| Notes |
| 2017-11-08 11:31:39 | CONTRACTOR REQUESTS EXTENSION OF PERMIT APPLICATION | | | BASED ON CONDO ASSOCIATION DECISION ONJANUARY 17, 2017, | | | TO DEFER INSTALLATION UNTIL JANUARY 2018. CONTRACTOR | | | PROVIDED A COPY OF THE JANUARY 17, 2017 MINUTES OF | | | CONDO ASSOCIATION BOARD OF DIRECTOR'S MEETING. OK TO | | | EXTEND PERMIT APPLICATION. |
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