Plan Review Details - Permit 17020029
Plan Review Stops For Permit 17020029
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2018-07-26 Cont ID  
Sent By cthroop Date 2018-07-26 Time 16:03 Rev Time 0.00
Received By cthroop Date 2018-07-26 Time 15:43 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2018-07-06 Cont ID  
Sent By cthroop Date 2018-07-06 Time 12:41 Rev Time 0.00
Received By cthroop Date 2018-07-06 Time 10:22 Sent To  
Notes
2018-07-06 12:42:23BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 4TH REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 REVIEW COMMENTS FROM 3RD REVIEW HAVE NOT BEEN
 ADDRESSED. SEE BELOW.
  
 1. SOILS REPORT SUBMITTED FOR REVIEW IS FOR A
 RESIDENTIAL STRUCTURE. REPORT ALSO REFERENCES A NEW
 BUILDING ADDITION. THERE IS NO ADDITION IN THE SCOPE OF
 WORK FOR THIS PROJECT.
 2. SUBMIT A SOILS REPORT THAT IS RELEVANT TO THIS
 PROJECT.
 3. SUBMIT A COMPLETED RESIDENT INSPECTOR AGREEMENT.
 AGREEMENT SHALL BE SUBMITTED IN TRIPLICATE.
  
 NOTE: THE RESIDENT INSPECTOR AGREEMENT SHALL BE
 REVIEWED AND APPROVED PRIOR TO THE ISSUANCE OF A
 PERMIT.
  
 RESIDENT INSPECTOR
  
 CITY OF WEST PALM BEACH
 LOCAL AMENDMENTS TO THE
 FLORIDA BUILDING CODE (FBC) 2010
 CHAPTER 1 ADMINISTRATION
  
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES.
 SUCH INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR.
 AT THE COMPLETION OF THE CONSTRUCTION WORK OR PROJECT,
 SUCH INSPECTORS SHALL SUBMIT A CERTIFICATE OF
 COMPLIANCE TO THE BUILDING OFFICIAL, STATING THAT THE
 WORK WAS DONE IN COMPLIANCE WITH THIS CODE AND IN
 ACCORDANCE WITH THE PERMITTED DRAWING. FINAL INSPECTION
 SHALL BE MADE BY THE BUILDING OFFICIAL BEFORE A
 CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION
 IS ISSUED; AND CONFIRMATION INSPECTIONS MAY BE MADE AT
 ANY TIME TO MONITOR ACTIVITIES AND RESIDENT INSPECTORS.
 1. RESIDENT INSPECTOR AGREEMENT SHALL BE COMPLETED AND
 SUBMITTED IN TRIPLICATE.
 2. PROVIDE RESUME OF RESIDENT INSPECTOR.
 3. PROVIDE RESUME OF JOB INSPECTOR IF DIFFERENT FROM
 RESIDENT INSPECTOR ? (P.E., ARCH. OR 468 INSPECTOR).
 4. PROVIDE LIST OF SIMILAR PROJECTS COMPLETED BY
 CONTRACTOR.
 5. PROVIDE STRUCTURAL INSPECTION PLAN.
  
 R401.4 SOIL TESTS.
 WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL
 SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE
 LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL
 DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE
 THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION.
 THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN
 APPROVED METHOD.
  
 NOTICE:
  
 F.S. 553.80 (2) (B)
 (B)?WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-05-05 Cont ID  
Sent By cthroop Date 2018-05-05 Time 11:25 Rev Time 0.00
Received By cthroop Date 2018-05-04 Time 15:24 Sent To Z
Notes
2018-05-05 11:47:08BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE, 6TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 3RD REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. SOILS REPORT SUBMITTED FOR REVIEW IS FOR A
 RESIDENTIAL STRUCTURE. REPORT ALSO REFERENCES A NEW
 BUILDING ADDITION. THERE IS NO ADDITION IN THE SCOPE OF
 WORK FOR THIS PROJECT.
 2. SUBMIT A SOILS REPORT THAT IS RELEVANT TO THIS
 PROJECT.
 3. SUBMIT A COMPLETED RESIDENT INSPECTOR AGREEMENT.
 AGREEMENT SHALL BE SUBMITTED IN TRIPLICATE.
  
 NOTE: THE RESIDENT INSPECTOR AGREEMENT SHALL BE
 REVIEWED AND APPROVED PRIOR TO THE ISSUANCE OF A
 PERMIT.
  
 RESIDENT INSPECTOR
  
 CITY OF WEST PALM BEACH
 LOCAL AMENDMENTS TO THE
 FLORIDA BUILDING CODE (FBC) 2010
 CHAPTER 1 ADMINISTRATION
  
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES.
 SUCH INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR.
 AT THE COMPLETION OF THE CONSTRUCTION WORK OR PROJECT,
 SUCH INSPECTORS SHALL SUBMIT A CERTIFICATE OF
 COMPLIANCE TO THE BUILDING OFFICIAL, STATING THAT THE
 WORK WAS DONE IN COMPLIANCE WITH THIS CODE AND IN
 ACCORDANCE WITH THE PERMITTED DRAWING. FINAL INSPECTION
 SHALL BE MADE BY THE BUILDING OFFICIAL BEFORE A
 CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION
 IS ISSUED; AND CONFIRMATION INSPECTIONS MAY BE MADE AT
 ANY TIME TO MONITOR ACTIVITIES AND RESIDENT INSPECTORS.
 1. RESIDENT INSPECTOR AGREEMENT SHALL BE COMPLETED AND
 SUBMITTED IN TRIPLICATE.
 2. PROVIDE RESUME OF RESIDENT INSPECTOR.
 3. PROVIDE RESUME OF JOB INSPECTOR IF DIFFERENT FROM
 RESIDENT INSPECTOR ? (P.E., ARCH. OR 468 INSPECTOR).
 4. PROVIDE LIST OF SIMILAR PROJECTS COMPLETED BY
 CONTRACTOR.
 5. PROVIDE STRUCTURAL INSPECTION PLAN.
  
 R401.4 SOIL TESTS.
 WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL
 SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE
 LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL
 DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE
 THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION.
 THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN
 APPROVED METHOD.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2018-02-06 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2018-02-06 Time 11:09 Sent To  
Notes
2018-02-06 17:14:25BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020029
 ADD: 325 CLEMATIS ST. 1ST & 2ND FLOOR (SHELL SPACE)
 FUTURE MERCANTILE
 CONT: MAC ENTERPRISES
 TEL: 561-236-3627
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 NOTE: 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: TUES. FEB. 06/ 2018
 ACTION: DENIED
  
 1) THE COVERSHEET T.1:
 1A) THE 2ND FLOOR WOULD STILL BE A CHANGE OF OCCUPANCY,
 FROM BUSINESS (LAW OFFICES) TO MERCANTILE. PLEASE SHOW
 COMPLIANCE WITH THE 2014 EXISTING BUILDING CODE
 1001.3.1 PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION.
 WHERE A PORTION OF AN EXISTING BUILDING IS CHANGED TO A
 NEW OCCUPANCY CLASSIFICATION, SECTION 1012 SHALL APPLY.
  
 1B) THE COVERSHEET INDICATES A TYPE VB BUILDING TO BE
 FIRE SPRINKLERED.
 THE EXIST. BUILD. CODE 1012.2.1 FIRE SPRINKLER SYSTEM.
 WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT
 REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE
 PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH
 CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH
 SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE
 CHANGE OF OCCUPANCY OCCURS. 2014 FBC-B TABLE 503 ONLY
 ALLOWS FOR MERCANTILE ON THE 1ST FLOOR OF A TYPE V-B
 BUILDING. YOU WOULD BE NEEDING TO TAKE A STORY INCREASE
 FOR THE MERCANTILE ON THE 2ND FLOOR, 2014 FBC-B 506.3
 AUTOMATIC SPRINKLER SYSTEM INCREASE.
  
  
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS. BUILDING.
 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PRE-ENGINEERED SYSTEMS
  
 1C-D) COMPLIED.
  
 1E) THE COVERSHEET T.1 NOR DOES THE 2ND FLOOR INDICATE
 IF BOTH FLOORS ARE GOING TO BE UNDER THE CONTROL OF A
 SINGLE TENANT OR IF THERE ARE GOING TO BE (2) SEPARATE
 TENANTS THAT WILL SHARE BACK OF HOUSE RESTROOMS AND
 OTHER COMMON ELEMENTS? NO RESTROOMS ARE SHOWN ON EITHER
 FLOOR. 2014 FBC-B 2902.1 MINIMUM NUMBER OF FIXTURES.
 PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF
 OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE
 2902.1. TYPES OF OCCUPANCIES NOT SHOWN IN TABLE 2902.1
 SHALL BE CONSIDERED INDIVIDUALLY BY THE BUILDING
 OFFICIAL. THE NUMBER OF OCCUPANTS SHALL BE DETERMINED
 BY THIS CODE. OCCUPANCY CLASSIFICATION SHALL BE
 DETERMINED IN ACCORDANCE WITH CHAPTER 3.
 FOR A SHELL BUILDING PLEASE SHOW WHERE THE WASTE LINE
 IS TO BE STUBBED UP AND CAPPED.
  
 1F) NEW COMMENT. THE COVERSHEET T.1 NOR DOES THE 2ND
 FLOOR INDICATE IF BOTH FLOORS ARE GOING TO BE UNDER THE
 CONTROL OF A SINGLE TENANT OR IF THERE ARE GOING TO BE
 (2) SEPARATE TENANTS THAT WILL SHARE THE BACK OF HOUSE
 ELEVATOR. PLEASE NOTE THIS DESIGN CAN ONLY BE FOR A
 SINGLE TENANT FOR THE 2 STORIES. OTHERWISE YOU WILL NOT
 BE ABLE TO SHOW COMPLIANCE WITH THE 2014 ACCESSIBILITY
 CODE SECTION 206.3 LOCATION. ACCESSIBLE ROUTES SHALL
 COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL
 CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE
 INTERIOR, REQUIRED ACCESSIBLE ROUTES SHALL ALSO BE
 INTERIOR.
 ADVISORY 206.3 LOCATION. ACCESSIBLE VERTICAL INTERIOR
 CIRCULATION MUST BE IN THE SAME AREA AS STAIRS AND
 ESCALATORS, NOT ISOLATED IN THE BACK OF THE FACILITY.
  
 1G-H) COMPLIED.
  
 2) COMPLIED.
  
 3) THE STRUCTURAL SHEETS SHOW A SCOPE OF WORK THAT WILL
 REQUIRE A RESIDENT INSPECTOR ON THIS PROJECT. 2014
 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 4. FOR HELICAL PILE
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
 FORMS RESENT TO E-MAIL: [email protected]
 TUES. FEB. 06/ 2018 05:00 PM
 FORMS WERE E-MAILED TO: [email protected]
 TUES. FEB. 07/2017 03:24 PM
  
 3B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 3E) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 4) 2ND REQUEST, RESPONSE INDICATES THE SOILS REPORT WAS
 SUBMITTED IN THIS SUBMITTAL. TO DATE NO SOILS REPORTS
 WERE SUBMITTED FOR THIS PROJECT. SHEET S-4.0 NOTE 4
 INDICATES THE GEOTECHNICAL ENGINEER SHALL INSPECT AND
 REQUIRE TESTING AS NECESSARY TO ASSURE THAT THE
 FOUNDATION PILES ARE INSTALLED IN ACCORDANCE WITH THEIR
 SPECIFICATIONS AND REPORT ANY DEVIATIONS TO THE
 ENGINEER.
 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION FOR ANY
 PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY
 FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE
 FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION.
  
 5) COMPLIED.
  
 6) SEMI-COMPLIED. SHOW LADDER. EQUIPMENT AND APPLIANCES
 REQUIRING ACCESS ARE INSTALLED ON ROOFS OR ELEVATED
 STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 MM),
 SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT APPROVED
 MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE FROM
 GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES?
 LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT REQUIRE
 CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 INCHES (762
 MM) HIGH OR WALKING ON ROOFS HAVING A SLOPE GREATER
 THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL
 (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS
  
 7-9) COMPLIED.
  
 10) SEMI-COMPLIED. SHEET S-4.0 PROVIDES THE WIND DESIGN
 CRITERIA, AND THE MEAN ROOF HEIGHT BUT NOT THE
 PRESSURES.
  
  
  
 IS NOT PROVIDED NEITHER IS THE PRESSURES FOR COMPONENTS
 AND CLADDING.
 FBC-B 2014 FBC-B 1603.1.4 WIND DESIGN DATA. (5) VASD
 POSITIVE AND NEGATIVE PRESSURES.
  
 11A) BUILDING PROVISO/ DEFERRED SUBMITTALS. PRODUCT
 APPROVALS: COMPONENTS & CLADDING. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 11B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY
 DCA RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING
 BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 12-13) COMPLIED/ DEFERRED SUBMITTALS.
  
 14) COMPLIED.
  
 15) THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 16) 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.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-02-07 Cont ID  
Sent By   Date 2017-02-07 Time   Rev Time 0.00
Received By jwitmer Date 2017-02-06 Time 09:29 Sent To  
Notes
2017-02-09 10:31:18BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020029
 ADD: 325 CLEMATIS ST. 1ST & 2ND FLOOR ALTERATIONS.
 CONT: MAC ENTERPRISES
 TEL: 561-236-3627
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 NOTE: 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: TUES. FEB. 07/ 2017
 ACTION: DENIED
  
 1) THE COVERSHEET T.1:
 1A) UNDER THE 2014 FL. EXISTING BUILDING CODE THE
 DESIGNER OF RECORD HAS DECLARED A LEVEL III ALTERATION
 FOR COMPLIANCE METHOD. PLEASE NOTE THERE ARE (2) WORK
 AREAS, ONE EACH FLOOR AND (2) OCCUPANCIES.
 THE 2ND FLOOR IS TO BE CONSIDERED A LEVEL III
 ALTERATION WHEREAS THE 1ST FLOOR IS A CHANGE OF
 OCCUPANCY FROM MERCANTILE TO A FUTURE A2 RESTAURANT.
 THE FUTURE A2 RESTAURANT WILL BE CONSIDERED A CHANGE OF
 OCCUPANCY AND WILL NEED TO COMPLY WITH SECTION 506.2
 EXIST. BUILDING CODE. CHANGES OF OCCUPANCY SHALL COMPLY
 WITH THE PROVISIONS OF CHAPTER 10.
 EXIST. BUILDING CODE 1001.3.1 PARTIAL CHANGE OF
 OCCUPANCY CLASSIFICATION. WHERE A PORTION OF AN
 EXISTING BUILDING IS CHANGED TO A NEW OCCUPANCY
 CLASSIFICATION, SECTION 1012 SHALL APPLY. PLEASE
 CORRECT PLANS ACCORDINGLY. THANK YOU.
  
 1B) THE COVERSHEET INDICATES A TYPE VB BUILDING TO BE
 FIRE SPRINKLERED.
 THE EXIST. BUILD. CODE 1012.2.1 FIRE SPRINKLER SYSTEM.
 WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT
 REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE
 PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH
 CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH
 SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE
 CHANGE OF OCCUPANCY OCCURS.
 2014 FBC-B 903.2.1.2 GROUP A-2. AN AUTOMATIC SPRINKLER
 SYSTEM SHALL BE PROVIDED FOR GROUP A-2 OCCUPANCIES
 WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
 1. THE FIRE AREA EXCEEDS 5,000 SQUARE FEET (464.5 M2);
 THE TOTAL AREA OF THE 1ST FLOOR TENANT 6,068
 SQUARE FEET, SEE 2012 IBC-B DEFINITION OF BUILDING AREA
 FIGURE 202.1(7). THE HORIZONTAL PROJECTION
 OF THE FLOOR ABOVE DEFINES AREA THAT IS INCLUDED AS
 PART OF THE BUILDING AREA.
 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR MORE;
  
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS. BUILDING.
 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PRE-ENGINEERED SYSTEMS
  
 1C) PLEASE NOTE THE 2ND FLOOR TOTAL SQUARE FOOT AREA IS
 6,517 SQUARE FEET IN AREA, THE SAME WOULD BE FOR THE
 1ST FLOOR. THE AREA ALLOWED FOR AN A2 OCCUPANCY1ST
 FLOOR FOR A VB BUILDING IS 6,000 SQUARE FEET. PLEASE
 UPDATE THE PLANS FOR THE REQUIRED AREA MODIFICATION
 INCREASE FOR EITHER 506.2 FRONTAGE OR 506.3 AUTOMATIC
 SPRINKLER SYSTEM INCREASE.
 SEE EQUATION 5-1.
  
 1D) THE LIFE SAFETY PLAN SHOW AN EXISTING MECHANICAL
 ROOM (104) THAT APPEARS TO BE A 2 STORY MECHANICAL
 PLATFORM. PLEASE PROVIDE A NORTH SOUTH CUT SECTION
 THROUGH THE ROOM TO SEE THE ELEVATION OF THE 2ND FLOOR
 LEVEL IN RELATION TO ELEVATION OF THE 1ST FLOOR. IS
 THIS ONE MECHANICAL UNIT THAT WILL BE FOR BOTH FLOORS
 AND TENANTS? 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 1E) THE COVERSHEET T.1 DOES NOT INDICATE IF THE 2
 FLOORS ARE GOING TO BE UNDER THE CONTROL OF A SINGLE
 TENANT OR IF THERE ARE GOING TO BE (2) SEPARATE TENANTS
 THAT WILL SHARE BACK OF HOUSE RESTROOMS AND OTHER
 COMMON ELEMENTS? NO RESTROOMS ARE SHOWN ON EITHER
 FLOOR. 2014 FBC-B 2902.1 MINIMUM NUMBER OF FIXTURES.
 PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF
 OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE
 2902.1. TYPES OF OCCUPANCIES NOT SHOWN IN TABLE 2902.1
 SHALL BE CONSIDERED INDIVIDUALLY BY THE BUILDING
 OFFICIAL. THE NUMBER OF OCCUPANTS SHALL BE DETERMINED
 BY THIS CODE. OCCUPANCY CLASSIFICATION SHALL BE
 DETERMINED IN ACCORDANCE WITH CHAPTER 3.
  
 1F) LIFE SAFETY SHEET SHOWS THE A2 FIRST FLOOR
 OCCUPANCY OF 151 OCCUPANTS AND THE 2ND FLOOR OCCUPANCY
 LOAD OF 61 FOR BUSINESS OCCUPANCY. THE 2ND FLOOR AREA
 GROSS SEE DEFINITION. AREA, BUILDING. THE AREA INCLUDED
 WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS
 AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS.
 AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING
 WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH
 AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF
 THE ROOF OR FLOOR ABOVE.
 THE 2ND FLOOR IS APPROXIMATELY 138X48 SQ. FT.= 6,624
 SQ. FT./ 100= 67 OCCUPANTS.
 THE 1ST FLOOR ASSEMBLY USAGE CURRENTLY IS SHOWN AS A
 SHELL WHICH WILL MAKE THE OCCUPANT LOAD EXTREMELY HIGH,
 NO RESTROOMS NOR KITCHEN NOR STORAGE HAS BEEN SHOWN ON
 THIS PLAN.
 6068 SQ. FT/ 5= 1,214 OCCUPANTS (STANDING SPACE)
 6068 SQ. FT./ 7= 867 OCCUPANTS (CONCENTRATED CHAIRS
 ONLY NOT FIXED)
 6068 SQ. FT./15= 405 OCCUPANT LOAD (UNCONCENTRATED,
 TABLES & CHAIRS)
 WITH THE CURRENT LAYOUT THE (2) EXIT DOORS SHOWN ON THE
 PLANS WILL NOT ALLOW FOR EXITING.
  
 1G) PLEASE PROVIDE THE OVERALL DIMENSION OF THE EXIT
 DOORS. THE L.S. SHEET INDICATES BOTH THE FRONT AND REAR
 DOORS ARE A WIDTH OF 35 INCHES AND EXIT CAPACITY OF 175
 OCCUPANTS. PLEASE IDENTIFY THE OVERALL DIMENSION OF THE
 DOOR AND THE CLEAR OPENING OF THE DOOR. 1008.1.1 SIZE
 OF DOOR. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS
 SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE
 STOP, WITH THE DOOR OPEN 90 DEGREES. IT WOULD APPEAR
 THESE ARE 3 FOOT WIDE DOORS WITH A 34 INCH CLEAR
 OPENING ONLY ALLOWING 340 OCCUPANTS THROUGH THE DOOR
 OPENING.
  
 1H) PLEASE PROVIDE THE STAIRWAY WIDTH FOR BOTH THE
 FRONT STAIR (NEW) AND REAR STAIR (EXISTING) TO
 DETERMINE THE MEANS OF EGRESS CAPACITY FOR THE STAIR.
 SHOW COMPLIANCE WITH 2014 FBC-B 1005.3.1.
  
 1I) ) THE COVERSHEET T.1 NOR THE LS.1 INDICATE
 COMPLIANCE WITH HORIZONTAL OCCUPANCY SEPARATION 2014
 FBC-B 707.3.10 & TABLE 707.3.10.
  
 2A) THE REAR STAIRS, IT IS HARD TO TELL IF THIS STAIR
 IS BEING DESIGNED AS AN ENCLOSED STAIR OR IF THE
 DESIGNER IS TRYING TO VIEW THIS STAIR AS AN EXIT ACCESS
 STAIRWELL (FBC-B 1009.3 & 1016.3.1) OR AS A RATED EXIT
 STAIR (1022.2). IF DESIGNED AS AN EXIT ACCESS STAIR
 TRAVEL DISTANCE NEEDS TO BE IN CONFORMANCE WITH FBC-B
 1016.3.
  
 2B) THE REAR STAIR WALL RATING IS CLEARLY SHOWN ON THE
 2ND FLOOR AS DARKER AROUND THE 2ND FLOOR CORRIDOR AND
 LIGHTER IN THE SOUTH WALL OF THE STAIRWELL. ON THE 1ST
 FLOOR THERE APPEARS TO BE NO RATING THAT WOULD SEPARATE
 THE STAIRWELL FROM THE 1ST FLOOR TENANT. FBC-B 1022.2).
  
 2C) 1ST FLOOR BACK OF HOUSE, IF THE REAR STAIR IS TO BE
 CONSIDERED A EXIT STAIR (1 HOUR RATED) THEN 3 THINGS
 NEED TO HAPPEN:
  
 2C)(1) THE REAR EXIT WILL LEAD INTO A EXIT PASSAGE WAY
 AND TO THE EXIT DOOR. BETWEEN THE EXIT STAIR WELL AND
 EXIT PASSAGE WAY SECTION FBC-B 1022.3.1 EXTENSION. THE
 FIRE-RESISTANCE RATING SHALL BE AT LEAST EQUAL TO THAT
 REQUIRED FOR THE INTERIOR EXIT STAIRWAY AND RAMP. A
 FIRE RATED DOOR ASSEMBLY COMPLYING WITH SECTION 716.5
 SHALL BE INSTALLED IN THE FIRE BARRIER TO PROVIDE A
 MEANS OF EGRESS FROM THE INTERIOR EXIT STAIRWAY AND
 RAMP TO THE EXIT PASSAGEWAY. OPENINGS IN THE FIRE
 BARRIER OTHER THAN THE FIRE DOOR ASSEMBLY ARE
 PROHIBITED. PENETRATIONS OF THE FIRE BARRIER ARE
 PROHIBITED.
  
 2C)(2) THE EXIT PASSAGEWAY WILL NEED TO BE SEPARATED
 FROM THE ELEVATOR AND REMOVAL OF THE HOUSE PANELS.
 1023.5 OPENINGS AND PENETRATIONS.
 EXIT PASSAGEWAY OPENING PROTECTIVES SHALL BE IN
 ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716. EXCEPT
 AS PERMITTED IN SECTION 402.8.7, OPENINGS IN EXIT
 PASSAGEWAYS OTHER THAN EXTERIOR OPENINGS SHALL BE
 LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE EXIT
 PASSAGEWAY FROM NORMALLY OCCUPIED SPACES AND FOR EGRESS
 FROM THE EXIT PASSAGEWAY. WHERE AN INTERIOR EXIT
 STAIRWAY OR RAMP IS EXTENDED TO AN EXIT DISCHARGE OR A
 PUBLIC WAY BY AN EXIT PASSAGEWAY, THE EXIT PASSAGEWAY
 SHALL ALSO COMPLY WITH SECTION 1022.3.1. ELEVATORS
 SHALL NOT OPEN INTO AN EXIT PASSAGEWAY.
 1023.6 PENETRATIONS. PENETRATIONS INTO AND OPENINGS
 THROUGH AN EXIT PASSAGEWAY ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION AND ELECTRICAL RACEWAY SERVING THE EXIT
 PASSAGEWAY AND TERMINATING AT A STEEL BOX NOT EXCEEDING
 16 SQUARE INCHES (0.010M2). SUCH PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT EXIT PASSAGEWAYS.
  
 2C)(3)(A) THE 3RD ISSUE IS THERE IS A COLUMN LOCATED IN
 THE EXIT PASSAGE WAY OR EXIT ACCESS STAIRWELL AND
 MECHANICAL PLATFORM/ MEZZANINE ABOVE. PLEASE PROVIDE
 THE CLEAR HEIGHT FROM THE BOTTOM OF THE MEZZANINE LEVEL
 TO THE TOP OF THE 1ST FLOOR FINISH FLOOR. SEE FBC-B
 1003.2 & 1003.3.1 HEADROOM.
  
 2C)(3)(B) THE 3RD ISSUE IS THERE IS A COLUMN LOCATED IN
 THE EXIT PASSAGE WAY OR EXIT ACCESS STAIRWELL AND
 MEZZANINE ABOVE. PLEASE PROVIDE THE CLEAR HEIGHT FROM
 THE BOTTOM OF THE MEZZANINE LEVEL TO THE TOP OF THE 1ST
 FLOOR FINISH FLOOR. SEE FBC-B 1003.2 & 1003.3.1
 HEADROOM.
  
 3) THE STRUCTURAL SHEETS SHOW A SCOPE OF WORK THAT WILL
 REQUIRE A RESIDENT INSPECTOR ON THIS PROJECT. 2014
 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 4. FOR HELICAL PILE
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
 FORMS WERE E-MAILED TO: [email protected]
 TUES. FEB. 07/2017 03:24 PM
  
 3B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 3E) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 4) TO DATE NO SOILS REPORTS WERE SUBMITTED FOR THIS
 PROJECT. SHEET S-4.0 NOTE 4 INDICATES THE GEOTECHNICAL
 ENGINEER SHALL INSPECT AND REQUIRE TESTING AS NECESSARY
 TO ASSURE THAT THE FOUNDATION PILES ARE INSTALLED IN
 ACCORDANCE WITH THEIR SPECIFICATIONS AND REPORT ANY
 DEVIATIONS TO THE ENGINEER.
 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION FOR ANY
 PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY
 FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE
 FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION.
  
 5) ) SHEET S-1.0 IN THE SOUTHEAST CORNER OF THE
 BUILDING THERE IS A NOTE PRE-ENGINEERED STAIRS BY
 OTHERS, THERE IS NO DESIGN CRITERIA FOR LIVE LOADS
 (FBC-B TABLE 1604.5) TO BE CARRIED NOR DOES THE NOTE
 INDICATE CLOSED RISERS FBC-B 1009.7.5.
  
 6) NONE OF THE STRUCTURAL SHEETS, NEITHER ARCHITECTURAL
 SHEETS NOR THE MECHANICAL SHEETS SHOW ROOF TOP ACCESS
 FOR THE MECHANICAL EQUIPMENT. PLEASE SHOW COMPLIANCE
 WITH:
 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES. WHERE EQUIPMENT AND APPLIANCES
 REQUIRING ACCESS ARE INSTALLED ON ROOFS OR ELEVATED
 STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 MM),
 SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT APPROVED
 MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE FROM
 GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES?
 LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT REQUIRE
 CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 INCHES (762
 MM) HIGH OR WALKING ON ROOFS HAVING A SLOPE GREATER
 THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL
 (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS
  
 7A) ROOF TOP MECHANICAL EQUIPMENT MAY REQUIRE SCREENING
 AS A ZONING REQUIREMENT. ? 1509.6 MECHANICAL EQUIPMENT
 SCREENS.
 MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
 THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
 ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
 BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
 THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
 SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 7B) IF MECHANICAL SCREENS ARE REQUIRED THEN THE
 STRUCTURAL MEMBERS WILL BE REQUIRED TO BE ATTACHED TO
 THE ROOF FRAMING TO BE PART OF THE MWFRS (MAIN WIND
 FORCE RESISTING SYSTEM).
  
 8) ROOF TOP MECHANICAL EQUIPMENT WILL NEED TO SHOW
 COMPLIANCE WITH: 2014 FBC- ? M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
  
 9) NOTE DEPENDING ON THE 2ND FLOOR EXITING IS TO BE
 DEFINED IF IT IS A EXIT ACCESS STAIR OR AS A VERTICAL
 EXIT AND EXIT PASSAGE WAY FBC-B 1022.5 PENETRATIONS
 ONLY ALLOWS IN EXITS EQUIPMENT, DUCTWORK NECESSARY FOR
 INDEPENDENT VENTILATION OR PRESSURIZATION.
  
 10) SHEET S-4.0 PROVIDES THE WIND DESIGN CRITERIA, THE
 MEAN ROOF HEIGHT IS NOT PROVIDED NEITHER IS THE
 PRESSURES FOR COMPONENTS AND CLADDING.
 2014 FBC-B TABLE 1604.5 RISK CATEGORY PLEASE NOTE
 BUILDINGS WHOSE PRIMARY OCCUPANCY IS PUBLIC ASSEMBLY
 WITH AN OCCUPANT LOAD OF GREATER THAN 300 THE RISK
 CATEGORY WOULD BE III NOT A II. THEN THE WIND VULT WIND
 DESIGN WOULD BE 180 VULT PER FIGURE 1609B.
 FBC-B 2014 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR
 HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 FBC-B 2014 FBC-B 1603.1.4 WIND DESIGN DATA. (5) VASD
 POSITIVE AND NEGATIVE PRESSURES.
  
 11) PRODUCT APPROVALS: COMPONENTS & CLADDING. 2010
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 12) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 13) EITHER THE CONTRACTOR OR THE DESIGNER OF RECORD MAY
 REQUEST THE PRODUCT APPROVALS FOR COMPONENTS AND
 CLADDING TO BE DEFERRED. 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE
 APPLICATION AND THAT ARE TO BE SUBMITTED TO THE
 BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL
 OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 14) CHANGE OF OCCUPANCY ASSEMBLY: IMPACT FEES BEFORE A
 PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE
 PAID TO PALM BEACH COUNTY. THE ACTUAL PERMIT SET OF
 PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE
 PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 15) THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 16) 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.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-05-01 Cont ID  
Sent By jpearson Date 2018-05-01 Time 12:52 Rev Time 0.00
Received By jpearson Date 2018-05-01 Time 11:05 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-02-15 Cont ID  
Sent By jpearson Date 2018-02-15 Time 12:17 Rev Time 0.00
Received By jpearson Date 2018-02-15 Time 07:11 Sent To Z
Notes
2018-02-15 12:17:41CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. ESTIMATED AIC CALCULATIONS ARE NOT ACCEPTABLE.
 PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE. WE
 WILL ACCEPT THIS AS A DEFERRED SUBMITTAL WITH THE
 UNDERSTANDING THAT THIS WILL BE PROVIDED PRIOR TO
 INSPECTION SO THE INSPECTOR CAN VERIFY EQUIPMENT IS
 PROPERLY SIZED AND LABELED. NEC 110.9, 110.10
 2. PROVIDE ACCURATE LOAD CALCULATION INCLUDING ALL
 LOADS FOR THE MAIN SERVICE. IF FOR FUTURE TENANTS,
 PROVIDE BASIS FOR SIZE OF SERVICE BASED ON SQUARE
 FOOTAGE DEMANDS EXPECTED. NEC 220, 215.2
 3. IS THE EXISTING SERVICE WIRE THE SAME AS PROPOSED IN
 THE NEW SERVICE MAST BEING ADDED? PROVIDE
 CLARIFICATION. NEC 310.10(H)(2)
 4. CIRCUIT HP2-4 IS SHOWN IN PANEL SCHEDULE AS THE EWC,
 BUT IT IS SHOWN ON PLAN AS LIGHTING CIRCUIT. EWC MUST
 HAVE A DEDICATED CIRCUIT THAT IS GFCI PROTECTED.
 PROVIDE CORRECTION. NEC 422.52
 5. EMERGENCY AND EXIT LIGHTS ARE REQUIRED TO BE FED
 FROM THE GENERAL LIGHTING CIRCUIT IN THE AREA. PROVIDE
 CORRECTION. NEC 700.12(F)
  
 ALSO, THERE ARE PREVIOUS COMMENTS NOT ADDRESSED:
 FURTHER COMMENTS IN PARENTHESES.
  
 INITIAL ELECTRICAL PLAN REVIEW
  
 1. PLEASE NOTE THAT A NEW ELEVATOR IS INDICATED ON
 APPLICATION, SHOW ALL NEW LOADS FOR ELEVATOR REFLECTED
 ON PANEL SCHEDULE ASSIGNED. COMPLY WITH ALL NEC 620.24
 BRANCH CIRCUIT HOIST WAY PIT, SUMP, LIGHTING,
 RECEPTACLE ETC. 620.51 DISCONNECTING MEANS AND CONTROLS
 (A-D) AND PART8- CONTROL SPACES ETC. (PROVIDE NOTE THAT
 ELEVATOR WILL BE UNDER SEPARATE PERMIT.)
 2. (ADDRESSED, BUT NEEDS CORRECTIONS. SEE COMMENT 3
 ABOVE.)
 3. PROVIDE A NOTE THAT NO ELECTRICAL THAT IS NOT PART
 OF THE STAIRWELL CAN PASS THRU THE AREA. FBC 107.3.5
 (DID NOT SEE NOTE ON PLAN.)
 4. ADDRESSED.
 5. PROVIDE GENERAL NOTES TO ELECTRICAL RISER DIAGRAM TO
 INDICATE NEC 110.16. ARC FLASH WARNING SIGNS AND NEC
 110.24- AVAILABLE FAULT CURRENT- FIELD MARKINGS; SEE
 VERBIAGE IN CODE. (NEED TO QUOTE BOTH CODE SECTIONS ON
 PLAN FOR DIFFERENT TYPE OF LABELS REQUIRED.)
 6. SHOW PER FBC EC 405- THE AUTOMATIC MEANS OF LIGHTING
 CONTROLS PER ENERGY CODE AND COMPLIANCE WITH LIGHTING
 DENSITIES. (DID NOT COMPLY)
  
 END OF COMMENTS.
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-02-10 Cont ID  
Sent By vperez Date 2017-02-10 Time 15:15 Rev Time 0.00
Received By vperez Date 2017-02-10 Time 15:15 Sent To  
Notes
2017-02-10 15:16:03INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA EXISTING BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE NOTE THAT A NEW ELEVATOR IS INDICATED ON
 APPLICATION, SHOW ALL NEW LOADS FOR ELEVATOR REFLECTED
 ON PANEL SCHEDULE ASSIGNED. COMPLY WITH ALL NEC 620.24
 BRANCH CIRCUIT HOIST WAY PIT, SUMP, LIGHTING,
 RECEPTACLE ETC. 620.51 DISCONNECTING MEANS AND CONTROLS
 (A-D) AND PART8- CONTROL SPACES ETC.
 2. PROVIDE EXISTING ONE-LINE DIAGRAM FOR THE ELECTRICAL
 SERVICE. FBC 107.3.5
 3. PROVIDE A NOTE THAT NO ELECTRICAL THAT IS NOT PART
 OF THE STAIRWELL CAN PASS THRU THE AREA. FBC 107.3.5
 4. ADDRESS FIRE AND BUILDING COMMENTS IMPACTING THE
 ELECTRICAL SCOPE OF WORK.
 5. PROVIDE GENERAL NOTES TO ELECTRICAL RISER DIAGRAM TO
 INDICATE NEC 110.16. ARC FLASH WARNING SIGNS AND NEC
 110.24- AVAILABLE FAULT CURRENT- FIELD MARKINGS; SEE
 VERBIAGE IN CODE.
 6. SHOW PER FBC EC 405- THE AUTOMATIC MEANS OF LIGHTING
 CONTROLS PER ENERGY CODE AND COMPLIANCE WITH LIGHTING
 DENSITIES.
 7. COMMENTS MAY FOLLOW UPON RESUBMITTAL.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2018-07-23 Cont ID  
Sent By pleduc Date 2018-07-23 Time   Rev Time 0.00
Received By pleduc Date 2018-07-23 Time 13:39 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2018-06-21 Cont ID  
Sent By pleduc Date 2018-06-21 Time   Rev Time 0.00
Received By pleduc Date 2018-06-20 Time 11:12 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-04-24 Cont ID  
Sent By pleduc Date 2018-04-24 Time   Rev Time 0.00
Received By pleduc Date 2018-04-24 Time 11:22 Sent To  
Notes
2018-04-24 12:10:08THIS 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) SUBMIT FIRE SPRINKLER 61G DOC'S AS A REVISION TO
 THIS MASTER PERMIT.
  
  
  
 2) NO WORK SHALL BE DONE ON THE FIRE SPRINKLER SYSTEM
 UNTIL THE DEFERRED FIRE SPRINKLER 61G SUBMITTALS ARE
 APPROVED AND SHOP DRAWINGS ARE SUBMITTED AND APPROVED.
  
 THE 61G DOCS FOR THE MASTER ARE NOT CONSIDERED SHOP
 DRAWINGS. THEY MAY BE USED AS SHOP DRAWINGS IN THE
 PROPER FORMAT AND SUBMITTED UNDER A SEPARATE SHOP
 DRAWING PERMIT.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-02-05 Cont ID  
Sent By pleduc Date 2018-02-05 Time   Rev Time 0.00
Received By pleduc Date 2018-02-05 Time 10:34 Sent To  
Notes
2018-02-05 11:11:06THIS 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) SUBMIT FIRE SPRINKLER 61G DOC'S AS A REVISION TO
 THIS MASTER PERMIT.
  
  
  
 2) NO WORK SHALL BE DONE ON THE FIRE SPRINKLER SYSTEM
 UNTIL THE DEFERRED FIRE SPRINKLER 61G SUBMITTALS ARE
 APPROVED AND SHOP DRAWINGS ARE SUBMITTED AND APPROVED.
  
 THE 61G DOCS FOR THE MASTER ARE NOT CONSIDERED SHOP
 DRAWINGS. THEY MAY BE USED AS SHOP DRAWINGS IN THE
 PROPER FORMAT AND SUBMITTED UNDER A SEPARATE SHOP
 DRAWING PERMIT.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-02-08 Cont ID  
Sent By pleduc Date 2017-02-09 Time   Rev Time 0.00
Received By pleduc Date 2017-02-08 Time 12:04 Sent To  
Notes
2017-02-08 16:55:32THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A5 - DOOR 102 IS NOT INDICATED AS BEING RATED.
  
 PER NFPA 101, CHAPTER 7 MEANS OF EGRESS.
  
 7.1.3.2 EXITS.
 7.1.3.2.1 WHERE THIS CODE REQUIRES AN EXIT TO BE
 SEPARATED FROM OTHER PARTS OF THE BUILDING, THE
 SEPARATING CONSTRUCTION SHALL MEET THE REQUIREMENTS OF
 SECTION 8.2 AND THE FOLLOWING:
 (1)* THE SEPARATION SHALL HAVE A MINIMUM 1-HOUR FIRE
 RESISTANCE RATING WHERE THE EXIT CONNECTS THREE OR
 FEWER STORIES.
  
 (8) OPENINGS IN THE SEPARATION SHALL BE PROTECTED BY
 FIRE DOOR ASSEMBLIES EQUIPPED WITH DOOR CLOSERS
 COMPLYING WITH 7.2.1.8.
  
 (9)* OPENINGS IN EXIT ENCLOSURES SHALL BE LIMITED TO
 DOOR ASSEMBLIES FROM NORMALLY OCCUPIED SPACES AND
 CORRIDORS AND DOOR ASSEMBLIES FOR EGRESS FROM THE
 ENCLOSURE,
  
  
 FOR DISCUSSION PURPOSES AND INCLUDED IN THE NFPA 101
 LIFE SAFETY HANDBOOK THE EXTERIOR DOOR DOES REQUIRED TO
 BE RATED; HOWEVER, IT MUST BE CONSIDERED IF THERE IS AN
 EXSPOSURE FROM AN ADJACENT SOURCE.
  
 FOR AREAS ALONG CLEMATIS IT IS COMMON TO PLACE TABLES
 AND CHAIRS AND OTHER COMBUSTIBLES ON THE FRONT EXTERIOR
 AREAS. FOR FUTURE POTENTIAL PROJECT USE IT IS STRONGLY
 RECOMMENDED THAT THIS RATED STAIRWELL DOOR BE RATED
 CONSISTENT WITH THE ENTIRE STAIRWELL CONSTURCTION
 PROPERTIES.
  
  
  
 2) SHEET T $ LS 1 - THERE IS INDICATIONS OF THE
 INSTALLATION OF A FIRE SPRINKLER SYSTEM WITH SHOP
 DRAWINGS. PER FAC THE DESIGN SHALL BE CONSISTENT WITH
 THE REQUIREMENTS OF FAC 61G.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
  
 THIS REQUIREMENT SHALL BE SUBMITTED WITH THIS PERMIT IN
 PLAN DRAWINGS OR IN NARRATIVE FORM SIGNED AND SEALED BY
 THE APPLICABLE QUALIFIED ENGINEER. THE SHOP DRAWINGS
 SHALL THEN BE DESIGNED AND SUBMITTED UNDER THOSE
 CRITERIA AND SUBMITTED FOR REVIEW AND APPROVAL.
  
 PLEASE PROVIDE PER THE REQUIREMENT.
  
  
  
  
 3) SHEET A1 - THE DIMENSIONS FOR THE REAR STAIR ARE NOT
 INDICATED, INCLUDING HAND RAILS, LANDINGS, TREADS, AND
 RISERS.
  
 PLEASE PROVIDE THEM AND ENSURE THE MEET THE REQUIRMENTS
 OF THE CODE.
  
  
  
 4) SHEET E1 - ON THE FIRST FLOOR, THERE IS AN EXIT SIGN
 INDICATED AT THE 1ST REAR EXIT DOOR THAT IS INBETWEEN
 TWO DOORS. PLEASE RELOCATE THIS EXIT DOOR TO THE CENTER
 OF THE EXIT DOOR TO AVOID CONFUSION WITH THE ADJACENT
 DOOR. IF THIS CAN'T BE ACCOMPLISHED, A SIGN WOULD BE
 REQUIRED ON THE ADJACENT DOOR INDICATING "THIS IS NOT
 AN EXIT".
  
 PLEASE REVIEW AND PROVIDE REMEDY.
  
  
  
 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]
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-07-26 Cont ID  
Sent By cthroop Date 2018-07-26 Time 16:03 Rev Time 0.00
Received By cthroop Date 2018-07-18 Time 15:14 Sent To I
Notes
2018-07-26 15:34:58TO LAURA MARCHANT FROM ZONING 7/26/18 - EL
2018-07-19 15:14:18C11
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-07-13 Cont ID  
Sent By cpuell Date 2018-07-13 Time 16:17 Rev Time 0.00
Received By cpuell Date 2018-06-18 Time 16:04 Sent To  
Notes
2018-06-19 16:05:03C14
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-05-18 Cont ID  
Sent By cpuell Date 2018-05-18 Time 11:30 Rev Time 0.00
Received By cpuell Date 2018-04-17 Time 14:39 Sent To  
Notes
2018-04-18 14:39:30C14
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-03-20 Cont ID  
Sent By cpuell Date 2018-03-20 Time 17:03 Rev Time 0.00
Received By cpuell Date 2018-02-02 Time 15:32 Sent To  
Notes
2018-03-20 16:39:56TO L MARCHANT.
2018-02-02 15:32:35C08
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-02-10 Cont ID  
Sent By vperez Date 2017-02-10 Time 15:16 Rev Time 0.00
Received By vperez Date 2017-02-10 Time 15:16 Sent To  
Notes
2017-02-16 09:35:14TO CAROLINE P.
2017-02-14 08:31:23SENT TO ZONING
2017-02-02 10:37:01C14
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-07-30 Cont ID  
Sent By cthroop Date 2018-07-30 Time 15:51 Rev Time 0.00
Received By cthroop Date 2018-07-30 Time 15:44 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2018-02-06 Cont ID  
Sent By jwitmer Date 2018-02-06 Time 12:27 Rev Time 0.00
Received By jwitmer Date 2018-02-06 Time 11:09 Sent To  
Notes
2018-02-06 12:28:16BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-02-07 Cont ID  
Sent By   Date 2017-02-07 Time   Rev Time 0.00
Received By jwitmer Date 2017-02-06 Time 09:36 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2017-02-06 Cont ID  
Sent By ccole Date 2017-02-06 Time 09:20 Rev Time 0.00
Received By ccole Date 2017-02-06 Time 09:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status N Date 2017-07-19 Cont ID  
Sent By gjohnson Date 2017-07-19 Time 10:15 Rev Time 0.00
Received By gjohnson Date 2017-07-19 Time 10:15 Sent To  
Notes
2017-07-19 10:18:50NO PLUMBING WORK INDICATED ON THE PLANS/GPJ
Review Stop Z ZONING
Rev No 5 Status P Date 2018-07-26 Cont ID  
Sent By elevesqu Date 2018-07-26 Time 15:34 Rev Time 0.00
Received By elevesqu Date 2018-07-26 Time 15:33 Sent To  
Notes
2018-07-26 15:34:27PROVISO: ANY FUTURE RESTAURANT TENANT WILL REQUIRE ALL
 ASSOCIATED UTILITIES TO BE LOCATED ON SITE
  
 CALL LIZ LEVESQUE, URBAN DESIGN PLANNER AT 561 822 1426
 WITH ANY QUESTIONS
Review Stop Z ZONING
Rev No 4 Status F Date 2018-07-13 Cont ID  
Sent By aaponte Date 2018-07-13 Time 14:25 Rev Time 0.00
Received By aaponte Date 2018-07-13 Time 13:50 Sent To  
Notes
2018-07-13 14:25:50COMMETNS FROM PREVIOUS REVIEWS HAVE NOT BEEN ADDRESSED.
 SEE BELOW:
 1. OK
 2. OK
 3. REPEAT COMMENT - PLEASE PROVIDE A SURVEY OF THE
 PROPERTY.
 4. PLEASE INDICATE THE LOCATION OF A GARBAGE DISPOSAL
 FACILITY TO ACCOMMODATE A RESTAURANT TENANT IN CASE OF
 A FUTURE RESTAURANT TENANT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 3 Status F Date 2018-05-17 Cont ID  
Sent By aaponte Date 2018-05-17 Time 12:03 Rev Time 0.00
Received By aaponte Date 2018-05-17 Time 12:03 Sent To  
Notes
2018-05-17 12:04:22COMMETNS FROM PREVIOUS REVIEWS HAVE NOT BEEN ADDRESSED.
 SEE BELOW:
 1. REPEAT COMMENT - PLEASE PROVIDE DEMOLITION DRAWINGS
 FOR THE FIRST FLOOR INDICATING LOCATION OF EXISTING
 STOREFRONT PROPOSED FOR REMOVAL.
 2. REPEAT COMMENT - PLEASE INCLUDE EXISTING ELEVATIONS
 AND INDICATE PROPOSED CHANGES.
 3. REPEAT COMMENT - PLEASE PROVIDE A SURVEY OF THE
 PROPERTY.
 4. PLEASE INDICATE THE LOCATION OF A GARBAGE DISPOSAL
 FACILITY TO ACCOMMODATE A RESTAURANT TENANT IN CASE OF
 A FUTURE RESTAURANT TENANT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 2 Status F Date 2018-03-20 Cont ID  
Sent By AA Date 2018-03-20 Time 16:35 Rev Time 0.00
Received By aaponte Date 2018-03-20 Time 16:38 Sent To  
Notes
2018-03-20 16:38:481. REPEAT COMMENT - PLEASE PROVIDE DEMOLITION DRAWINGS
 FOR THE FIRST FLOOR INDICATING LOCATION OF EXISTING
 STOREFRONT PROPOSED FOR REMOVAL.
 2. REPEAT COMMENT - PLEASE INCLUDE EXISTING ELEVATIONS
 AND INDICATE PROPOSED CHANGES.
 3. REPEAT COMMENT - PLEASE PROVIDE A SURVEY OF THE
 PROPERTY.
 4. PLEASE INDICATE THE LOCATION OF A GARBAGE DISPOSAL
 FACILITY TO ACCOMMODATE A RESTAURANT TENANT IN CASE OF
 A FUTURE RESTAURANT TENANT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2017-02-16 Cont ID  
Sent By aaponte Date 2017-02-16 Time 08:43 Rev Time 0.00
Received By aaponte Date 2017-02-16 Time 08:43 Sent To  
Notes
2017-02-16 09:34:501. PLEASE PROVIDE DEMOLITION DRAWINGS FOR THE FIRST
 FLOOR INDICATING LOCATION OF EXISTING STOREFRONT
 PROPOSED FOR REMOVAL.
 2. PLEASE INCLUDE EXISTING ELEVATIONS AND INCIDACTE
 PROPOSED CHANGES.
 3. THE PROPOSED REMOVAL OF THE STOREFRONT TO CREATE A
 PATIO AREA IS DETRIMENTAL TO THE CONTINUOUS CHARACTER
 OF CLEMATIS STREET. STOREFRONT SHOULD BE MAINTAINED
 CLOSER TO THE STREET FRONTAGE.
 4. A RESTAURANT TENANT WILL GENERATE A SUBSTANTIAL
 INCREASE IN GARBAGE. PROJECT SHALL ACCOMODATE ITS OWN
 DUMPSTER AREA IN COMPLIANCE WITH CODE REQUIREMENTS.
 5. PLEASE PROVIDE A SURVEY OF THE PROPERTY.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2017-02-14 15:35:24ROUTED TO ANNA MARIA APONTE


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