Plan Review Details - Permit 17121049
Plan Review Stops For Permit 17121049
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-06-29 Cont ID  
Sent By rmcdouga Date 2018-06-29 Time 16:45 Rev Time 0.00
Received By rmcdouga Date 2018-06-29 Time 13:35 Sent To  
Notes
2018-06-29 16:45:11APPROVED WITH EXCEPTION
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THESE PLAN DOCUMENTS
 PRIOR TO INSPECTIONS WILL RESULT IN FAILED INSPECTIONS
 AND THE ASSETMENT OF RE-INSPECTION FEES.
  
 1) ART IN PUBLIC PLACES
 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.
  
 2) SHEET S100 CUT SECTIONS AND S200 SHOW NEW STEEL
 COLUMNS, STEEL BEAMS, BAR JOIST, AND METAL B DECK.
 WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 3) 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.
 W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 ROOFING/ FLAT ROOFS: FOR ALL ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT
 APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED
 FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE
 INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 FOR ROOF TOP A/C STAND PRODUCT APPROVAL A MIAMI-DADE OR
 FLORIDA PRODUCT APPROVAL IS TO BE SUBMITTED, REVIEWED
 BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-04-24 Cont ID  
Sent By rmcdouga Date 2018-04-24 Time 13:22 Rev Time 0.00
Received By rmcdouga Date 2018-04-12 Time 10:55 Sent To  
Notes
2018-04-23 11:45:25PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 W.P.B. PERMIT: 17121049
 ADD: 1603 DIXIE HWY.
 CONT: MARION CONSTRUCTION INC.
 TEL: 561-324-3163
 E-MAIL: [email protected]
  
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING (PREVIOUS REVIEW WAS BY JAMES
 A.WITMER)
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121049
 ADD: 1603 S. DIXIE HWY.
 CONT: MARION CONSTRUCTION INC.
 TEL: 561-324-3163
 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. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: THURS. JAN. 25/ 2017
 ACTION: DENIED
  
 1) COMPLIED.
  
 2A) COMPLIED.
  
 2B) COMPLIED.
  
 2C) COMPLIED.
  
 2D) COMPLIED.
  
 3) COMPLIED.
  
 4) (THIS COMMENT WAS NOT ADDRESSED. PLANS DO NOT DETAIL
 HOW THIS ISSUE WILL BE ADDRESSED.) SHEET C1 SHOWS A
 1250 GALLON GREASE TRAP WITHIN 1-0 FOOT OF THE PROPOSED
 COURTYARD CANOPY. SCHEDULING AND BUILDING SEQUENCE WILL
 BE ESSENTIAL TO MAINTAINING SOLID GROUND BENEATH THE
 PROPOSED FOUNDATION. PLEASE SEE THE REQUIREMENTS FOR
 SETBACKS FOR POOLS FROM FOUNDATIONS. PLEASE PROVIDE ON
 THE PLANS SEQUENCE OF SCHEDULING FOR COMPLIANCE.
 FBC-B 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.
 FBC-B 1808.7.3 POOLS. THE SETBACK BETWEEN POOLS
 REGULATED BY THIS CODE AND SLOPES SHALL BE EQUAL TO
 ONE-HALF THE BUILDING FOOTING SETBACK DISTANCE REQUIRED
 BY THIS SECTION. THAT PORTION OF THE POOL WALL WITHIN A
 HORIZONTAL DISTANCE OF 7 FEET (2134 MM) FROM THE TOP OF
 THE SLOPE SHALL BE CAPABLE OF SUPPORTING THE WATER IN
 THE POOL WITHOUT SOIL SUPPORT.
  
 5) COMPLIED.
  
 6) (THIS ITEM WILL BE NOTED ON THE PLANS AS A PROVISO
 ITEM.) SHEET S100 CUT SECTIONS AND S200 SHOW NEW STEEL
 COLUMNS, STEEL BEAMS, BAR JOIST, AND METAL B DECK.
 WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 7) (THE ROOFING AND MECHANICAL A/C PRODUCT APPROVALS
 WILL BE DEFERRED UNTIL SUBMISSION FOR SUB-PERMITS PER
 YOUR REQUEST.) PLEASE PROVIDE COMPLIANCE WITH 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 8) (THIS COMMENT WAS NOT ADDRESSED. THE SPECIFIC
 INFORMATION WAS NOT MARKED UP IN THE PRODUCT
 APPROVALS.) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY
 ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER
 OF RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 9A) (THIS COMMENT WAS NOT ADDRESSED. DESIGNER OF
 RECORD'S SHOP DRAWING REVIEW STAMP IS NOT ON THE
 PRODUCT APPROVALS.) W. P. B. 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
  
 9B) ( THE ROOFING, A/C STANDS AND ALUMINUM TRELLIS WILL
 BE NOTED AS DEFERRED SUBMITALS ON THE PLANS.) 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.
  
 10) ( THIS INFORMATION IS REQUIRED TO BE SUBMITTED WITH
 THE DEFERRED ROOFING SUBMITTALS. ) ROOFING/ FLAT ROOFS:
 FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING
 SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF
 ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF
 ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 11A) COMPLIED.
  
  
 11B) (THIS INFORMATION IS REQUIRED TO BE SUBMITTED WITH
 THE DEFERRED SUBMITTALS. ) FOR ROOF TOP A/C STAND
 PRODUCT APPROVAL A MIAMI-DADE OR FLORIDA PRODUCT
 APPROVAL IS TO BE SUBMITTED, REVIEWED BY THE DESIGNER
 OF RECORD. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS
 CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP
 COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF
 HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED
 THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT
 VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND
 TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY
 THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO
 THE BUILDING DEPARTMENT.
  
 12) COMPLIED.
  
 13) (THIS COMMENT WAS NOT ADDRESSED. SEE 13B AND 14B.)
 SHEET A401 IS A FLOOR PLAN WITH SEATING BUT DOES NOT
 SHOW COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE;
  
 13A) (THIS COMMENT WAS NOT ADDRESSED. SEE 13B. ) 226.1
 WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION
 OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING
 SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL
 COMPLY WITH 902.
  
 13B) (THIS COMMENT WAS NOT ADDRESSED. SHOW ACCESSIBLE
 SEATING AND FLOOR SPACE AT THE COFFEE BAR.) 226.2
 DISPERSION. DINING SURFACES AND WORK SURFACES REQUIRED
 TO COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE
 SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK
 SURFACES.
  
 13C) (THIS COMMENT WAS NOT ADDRESSED. SEE 13B AND 14B.
 ) THE 902.1 DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 14)(A) (THIS COMMENT WAS NOT ADDRESSED. SEE 13B. )
 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING
 WITH 306 SHALL BE PROVIDED.
  
 14)(B)(THIS COMMENT WAS NOT ADDRESSED. SEE 13B AND
 14B.) PROVIDE AN ELEVATION OF THE COFFEE BAR AND
 SERVICE COUNTER THAT SHOWS COMPLIANCE.) 902.3 HEIGHT.
 THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE
 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
  
 15) (THIS COMMENT WAS NOT ADDRESSED. BRAILLE SHALL BE
 POSITIONED BELOW THE CORRESPONDING TEXT AND WITHIN THE
 48" REACH RANGE.) SIGNAGE 703. 703.1 SIGNS SHALL COMPLY
 WITH 703. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE
 REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE
 CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND
 ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.
  
 15A) (THIS COMMENT WAS NOT ADDRESSED. BRAILLE SHALL BE
 POSITIONED BELOW THE CORRESPONDING TEXT AND WITHIN THE
 48" REACH RANGE.) 2014 ACCESSIBILITY CODE. 703.4.1
 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS
 ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE
 FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
 BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,
 MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE
 CHARACTER.
  
 15B) (THIS COMMENT WAS NOT ADDRESSED. BRAILLE SHALL BE
 POSITIONED BELOW THE CORRESPONDING TEXT AND WITHIN THE
 48" REACH RANGE.) SIGNAGE. 703.4.1 HEIGHT ABOVE FINISH
 FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE
 LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR
 GROUND SURFACE, MEASURED FROM THE BASELINE OF THE
 LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
 BASELINE OF THE HIGHEST TACTILE CHARACTER.
  
 16) CLOSING. 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.
  
 17) (NEW COMMENT.) THIS WORK AREA FOR THIS PROJECT
 EXCEEDS 50 PERCENT OF THE AGGREGATE AREA OF THE
 BUILDING, THEREFORE BASED ON FBC EXISTING BUILDING
 SECTION 505 THIS IS A LEVEL 3 ALTERATION. PLEASE REVISE
 THE CODE RESEARCH SCHEDULE ON SHEET A000 FROM LEVEL 2
 TO LEVEL 3 ALTERATION.
  
 18) (NEW COMMENT.) THE WRONG ADDITION OF NFPA 101 LIFE
 SAFETY CODE IS SPECIFIED ON SHEET A000. THE 2014 FBC
 REFERENCES THE 2012 EDITION OF NFPA 101 IN CHAPTER 35.
 PLEASE REVISE.
  
 19) (NEW COMMENT.)ON SHEET A 403 NOTE ONE UNDER LIFE
 SAFETY SIGNAGE STATES THAT THE ADA SIGNS SHALL BE
 PLACED AT EACH OF THE FOUR BATHROOMS. THE PLANS ONLY
 SHOW TWO BATHROOMS. PLEASE CORRECT. FBC 107.2.1
  
 20) (NEW COMMENT.) THE HEIGHT OF THE GRAB BARS IS
 MEASURED TO THE TOP OF THE GRIPPING SURFACE PER 2014
 FBC ACCESSIBILITY 609.4. PLEASE REVISE DRAWINGS ON
 SHEET A402 THAT SHOW THE MEASUREMENT TO THE CENTER LINE
 OF THE GRAB BAR.
  
 21) (NEW COMMENT.) THE ELEVATIONS ON SHEETS A301 AND
 A302 SHOWS GYPSUM BOARD CEILING PANELS AND FURRING
 BELOW THE STEEL BAR JOISTS. PROVIDE ADDITIONAL DETAILS
 INCLUDING DEAD LOADS TO SHOW HOW THIS CEILING SYSTEM
 WILL BE SUSPENDED FROM THE BAR JOISTS. FBC 107.2.1.3
  
 22) END OF COMMENTS. SEE COMMENT NUMBER 16 FROM FIRST
 REVIEW.
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-01-29 Cont ID  
Sent By jwitmer Date 2018-01-29 Time 08:30 Rev Time 0.00
Received By jwitmer Date 2018-01-24 Time 06:29 Sent To  
Notes
2018-01-29 08:07:292014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121049
 ADD: 1603 S. DIXIE HWY.
 CONT: MARION CONSTRUCTION INC.
 TEL: 561-324-3163
 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. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. JAN. 25/ 2017
 ACTION: DENIED
  
 1) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS: BUILDING PLAN REVIEW
 1. CODE CYCLE THE PLANS WERE CREATED TOO.
 2. OCCUPANCY GROUP
 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
 4) BUILDING FIRE SPRINKLERED OR NOT.
  
 2A) SHEET A101 LIST THE 2010 FBC IN THE UPPER LEFT
 PORTION OF THE SHEET. THIS PLAN WAS SUBMITTED UNDER THE
 LAST DAY OF THE 2014 FBC-B. THE PLANS ARE SILENT AS TO
 THE 2014 EXISTING BUILDING CODE AND CHAPTERS THAT THE
 PLANS WERE DESIGNED UNDER, CHAPTER 11 ADDITIONS AND
 LEVEL III ALTERATIONS.
  
 2B) THIS ALTERATION IS TO BE CONSIDERED A SUBSTANTIAL
 STRUCTURAL ALTERATION HAVING TO COMPLY WITH 907.4.2 OF
 THE EXISTING BUILDING CODE, SUBSTANTIAL STRUCTURAL
 ALTERATION. WHERE MORE THAN 30 PERCENT OF THE TOTAL
 FLOOR AND ROOF AREAS OF THE BUILDING OR STRUCTURE HAVE
 BEEN OR ARE PROPOSED TO BE INVOLVED IN STRUCTURAL
 ALTERATION WITHIN A FIVE-YEAR PERIOD, THE EVALUATION
 AND ANALYSIS SHALL DEMONSTRATE THAT THE ALTERED
 BUILDING OR STRUCTURE COMPLIES WITH THE FLORIDA
 BUILDING CODE, BUILDING FOR WIND LOADING AND WITH
 REDUCED IBC-LEVEL SEISMIC FORCES. THE AREAS TO BE
 COUNTED TOWARD THE 30 PERCENT SHALL BE THOSE AREAS
 TRIBUTARY TO THE VERTICAL LOAD-CARRYING COMPONENTS,
 SUCH AS JOISTS, BEAMS, COLUMNS, WALLS AND OTHER
 STRUCTURAL COMPONENTS THAT HAVE BEEN OR WILL BE
 REMOVED, ADDED OR ALTERED.
  
 2C) PLEASE PROVIDE COMPLIANCE WITH 2014 EXISTING
 BUILDING CODE SECTION 907.4.1 EVALUATION AND ANALYSIS.
 AN ENGINEERING EVALUATION AND ANALYSIS THAT ESTABLISHES
 THE STRUCTURAL ADEQUACY OF THE ALTERED STRUCTURE SHALL
 BE PREPARED BY A REGISTERED DESIGN PROFESSIONAL AND
 SUBMITTED TO THE CODE OFFICIAL.
  
 2D) SUBMITTED IS AN ENERGY FORM C402 AND HAND WRITTEN
 ON THE FORM HISTORIC BUILDING STATUS, EXEMPT UNDER THE
 FLORIDA ENERGY CONSERVATION CODE. PLEASE SEE ATTACHED
 LETTER FROM FRIEDERIKE MITTNER AS TO ENERGY
 REQUIREMENTS AND HOW TO BE MET.
  
 UNDER THE ENERGY CODE THIS IS CONSIDERED A RENOVATION.
 DEFINITION. RENOVATED BUILDING. A RESIDENTIAL OR
 NONRESIDENTIAL BUILDING UNDERGOING ALTERATION THAT
 VARIES OR CHANGES INSULATION, HVAC SYSTEMS, WATER
 HEATING SYSTEMS, OR EXTERIOR ENVELOPE CONDITIONS,
 PROVIDED THE ESTIMATED COST OF RENOVATION EXCEEDS 30
 PERCENT OF THE ASSESSED VALUE OF THE STRUCTURE. DER THE
 FLORIDA ENERGY CONSERVATION CODE.
 2014 FBC-ENERGY CODE C401.2 APPLICATION. COMMERCIAL
 BUILDINGS SHALL COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL
 COMPLY WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND
 C405.7. THE BUILDING ENERGY COST SHALL BE EQUAL TO OR
 LESS THAN 85 PERCENT OF THE STANDARD
 REFERENCE DESIGN BUILDING.
 C401.2.1 APPLICATION TO EXISTING BUILDINGS. ADDITIONS,
 ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS SHALL
 COMPLY WITH ONE OF THE FOLLOWING:
 1. SECTIONS C402, C403, C404 AND C405; OR
 2. ANSI/ASHRAE/IESNA 90.1.
  
 3) DISCREPANCY IN PLANS, SHEET A000 IS USING NGVD
 ELEVATION OF 16.91, SHEET C-1 IS USING NAVD ELEV. OF
 15.40 AND SHEET S100 IS USING NGVD AND ELEV. 16.91
 FEET. THE CITY ADOPTED THE NEW FLOOD MAPS OCT. 05/2017
 AND AT THE SAME TIME CHANGING THE MEASURING STANDARD
 FOR ELEVATION TO NAVD88. NEW JOBS THAT ARE STARTED
 AFTER THAT DATE SHOULD BE USING THE NAVD STANDARD ON
 ALL PLANS. ONE PROJECT CAME IN WITH BOTH STANDARDS AND
 WAS STARTED 18 INCHES TO LOW!!!
  
 4) SHEET C1 SHOWS A 1250 GALLON GREASE TRAP WITHIN 1-0
 FOOT OF THE PROPOSED COURTYARD CANOPY. SCHEDULING AND
 BUILDING SEQUENCE WILL BE ESSENTIAL TO MAINTAINING
 SOLID GROUND BENEATH THE PROPOSED FOUNDATION. PLEASE
 SEE THE REQUIREMENTS FOR SETBACKS FOR POOLS FROM
 FOUNDATIONS. PLEASE PROVIDE ON THE PLANS SEQUENCE OF
 SCHEDULING FOR COMPLIANCE.
 FBC-B 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.
 FBC-B 1808.7.3 POOLS. THE SETBACK BETWEEN POOLS
 REGULATED BY THIS CODE AND SLOPES SHALL BE EQUAL TO
 ONE-HALF THE BUILDING FOOTING SETBACK DISTANCE REQUIRED
 BY THIS SECTION. THAT PORTION OF THE POOL WALL WITHIN A
 HORIZONTAL DISTANCE OF 7 FEET (2134 MM) FROM THE TOP OF
 THE SLOPE SHALL BE CAPABLE OF SUPPORTING THE WATER IN
 THE POOL WITHOUT SOIL SUPPORT.
  
 5) SHEET S100 NOTE # 1 INDICATES WELL COMPACTED TERMITE
 TREATED CLEAN SAND FILL. SHEET S200 HAS NOTES FOR 10
 MIL VAPOR BARRIER OVER WELL COMPACTED FILL. THE PLANS
 DO NOT GIVE A MINIMUM SAFE BEARING VALUE FOR THE FILL.
 PLEASE COMPLY WITH:
 FBC-B 1804.5 COMPACTED FILL MATERIAL. WHERE SHALLOW
 FOUNDATIONS WILL BEAR ON COMPACTED FILL MATERIAL, THE
 COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN
 APPROVED GEOTECHNICAL REPORT, AS SET FORTH IN SECTION
 1803.
  
 6) SHEET S100 CUT SECTIONS AND S200 SHOW NEW STEEL
 COLUMNS, STEEL BEAMS, BAR JOIST, AND METAL B DECK.
 WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 7) PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 8) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 9A) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
  
 9B) 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.
  
 10) ROOFING/ FLAT ROOFS: FOR ALL ROOFING PRODUCTS
 PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR
 ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE
 PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS
 ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL
 BE INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 11A) LATERAL FORCE-RESISTING SYSTEM FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 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.
  
  
 11B) FOR ROOF TOP A/C STAND PRODUCT APPROVAL A
 MIAMI-DADE OR FLORIDA PRODUCT APPROVAL IS TO BE
 SUBMITTED, REVIEWED BY THE DESIGNER OF RECORD. PLEASE
 IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING THE
 AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS,
 CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE
 STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES
 MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE
 ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE
 DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
  
 12) SHEET S304 THE WIND DESIGN PRESSURES FOR COMPONENTS
 AND CLADDING ARE IN VASD ARE GOOD IN ROOF ZONES 1, 2,
 AND 3 AND WALL ZONE 4. THE NEGATIVE PRESSURES FOR WALL
 ZONE 5 APPEAR TO BE 3 LBS. LESS CONSISTENTLY FOR ALL
 SQUARE FEET IN AREA THAN OUR CHARTS, 2014 FBC-B TABLE
 1609.6.2.
  
 13) SHEET A401 IS A FLOOR PLAN WITH SEATING BUT DOES
 NOT SHOW COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY
 CODE;
  
 13A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE
 CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE
 SEATING SPACES AND STANDING SPACES AT THE DINING
 SURFACES SHALL COMPLY WITH 902.
  
 13B) 226.2 DISPERSION. DINING SURFACES AND WORK
 SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 13C) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 14)(A) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 14)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 15) SIGNAGE 703. 703.1 SIGNS SHALL COMPLY WITH 703.
 WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED,
 EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE
 CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND
 ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.
  
 15A) 2014 ACCESSIBILITY CODE. 703.4.1 HEIGHT ABOVE
 FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS
 SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH
 FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF
 THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM
 THE BASELINE OF THE HIGHEST TACTILE CHARACTER.
  
 15B) SIGNAGE. 703.4.1 HEIGHT ABOVE FINISH FLOOR OR
 GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48
 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND
 SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST
 TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
 BASELINE OF THE HIGHEST TACTILE CHARACTER.
  
 16) CLOSING. 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.
  
 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 E ELECTRICAL
Rev No 3 Status P Date 2018-05-24 Cont ID  
Sent By ppetty Date 2018-05-24 Time 10:45 Rev Time 0.00
Received By ppetty Date 2018-05-24 Time 10:39 Sent To  
Notes
2018-05-24 10:45:46 
  
  
 CODES 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: OK, SEE COMMENTS BELOW.
  
 ALL PREVIOUS ITEMS HAVE BEEN ADDRESSED SATISFACTORILY.
 SEE NEW COMMENT BELOW.
  
 1. CORRECTED.
 2. CORRECTED.
 3. CORRECTED.
 4. CORRECTED.
 5.CORRECTED.
 6. CORRECTED.
 7. CORRECTED.
 8. CORRECTED.
 9. CORRECTED.
 10. CORRECTED.
  
 NEW COMMENT:
  
 11. CORRECTED
  
 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,
  
 PHIL PETTY
 ELECTRICAL PLANS EXAMINER ,CHIEF ELECTRICAL INSPECTOR
 561-805-6742
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-04-25 Cont ID  
Sent By jpearson Date 2018-04-25 Time 14:25 Rev Time 0.00
Received By jpearson Date 2018-04-25 Time 08:17 Sent To I
Notes
2018-05-24 10:42:32 
  
  
2018-04-25 14:25:14CODES 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.
  
 ALL PREVIOUS ITEMS HAVE BEEN ADDRESSED SATISFACTORILY.
 SEE NEW COMMENT BELOW.
  
 1. CORRECTED.
 2. CORRECTED.
 3. CORRECTED.
 4. CORRECTED.
 5.CORRECTED.
 6. CORRECTED.
 7. CORRECTED.
 8. CORRECTED.
 9. CORRECTED.
 10. CORRECTED.
  
 NEW COMMENT:
  
 11. THE LOAD CALCULATION PROVIDED SHOWS THAT THERE IS A
 DEMAND LOAD OF 391 AMPS FOR SERVICE. THE WIRE SPECIFIED
 IN DESIGN, 500 KCMIL COPPER, IS RATED FOR 380 AMPS.
 PROVIDE CORRECTION. NEC 310.15(B)(16)
  
 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 2018-02-05 Cont ID  
Sent By jpearson Date 2018-02-05 Time 15:35 Rev Time 0.00
Received By jpearson Date 2018-02-05 Time 13:04 Sent To I
Notes
2018-02-05 15:35:27CODES 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. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
 2. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 3. PROVIDE LETTER FROM POWER COMPANY TO CONFIRM STATED
 AIC VALUE AT SERVICE. NEC 110.9, 110.10
 4. SHEET E102, NOTE 5, STATES THAT THE EMERGENCY AND
 EXIT LIGHTS SHOULD BE CONNECTED TO THE CIRCUIT B-3.
 EMERGENCY AND EXIT LIGHTS ARE REQUIRED TO BE FED FROM
 THE GENERAL LIGHTING CIRCUIT IN THE AREA. PROVIDE
 CORRECTION. NEC 700.12(F)
 5. PLAN SHOWS THE DIMMING CONTROLS REQUIRED, BUT DOES
 NOT APPEAR TO SHOW THE CIRCUITS AS CONTROLLED THROUGH
 EITHER A TIMER OR OCCUPANCY SENSOR AS REQUIRED PER
 ENERGY CODE. PROVIDE CLARIFICATION. FBC EC 405.2.2,
 405.2.2.2
 6. ALL RECEPTACLES IN KITCHEN AND PREP AREAS REQUIRE
 GFCI PROTECTION. PROVIDE CORRECTION. NEC 210.8
 7. ALL RECEPTACLES WITHIN 6 FEET OF A SINK REQUIRE GFCI
 PROTECTION. PROVIDE CORRECTION. NEC 210.8
 8. PROVIDE SHOW WINDOW OUTLETS REQUIRED PER CODE. NEC
 210.62
 9. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 10. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
 EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
 RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
 LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC 405.5.2
  
 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 FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-05-22 Cont ID  
Sent By pleduc Date 2018-05-22 Time   Rev Time 0.00
Received By pleduc Date 2018-05-21 Time 15:54 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-04-05 Cont ID  
Sent By pleduc Date 2018-04-05 Time   Rev Time 0.00
Received By pleduc Date 2018-04-03 Time 12:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-01-05 Cont ID  
Sent By pleduc Date 2018-01-05 Time   Rev Time 0.00
Received By pleduc Date 2018-01-03 Time 13:18 Sent To  
Notes
2018-01-03 17:00:00THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS NO INDICATIONS OF THE EXISTING OCCUPANCY
 CLASSIFICATION AND THE PROPOSED OCCUPANCY
 CLASSIFICATION.
  
 PER NFPA 101, CHAPTER 6
  
 6.1 CLASSIFICATION OF OCCUPANCY.
 6.1.1 GENERAL.
 6.1.1.1 OCCUPANCY CLASSIFICATION. THE OCCUPANCY OF A
 BUILDING OR STRUCTURE, OR PORTION OF A BUILDING OR
 STRUCTURE, SHALL BE CLASSIFIED IN ACCORDANCE WITH 6.1.2
 THROUGH 6.1.13. OCCUPANCY CLASSIFICATION SHALL BE
 SUBJECT TO THE RULING OF THE AUTHORITY HAVING
 JURISDICTION WHERE THERE IS A QUESTION OF PROPER
 CLASSIFICATION IN ANY INDIVIDUAL CASE.
  
 PLEASE PROVIDE APPLICABLE DETAILS.
  
  
  
 2) THERE IS NO INDICATIONS OF OCCUPANCY LOAD
 CALCULATIONS OF THE PROPOSED PROJECT.
  
 PER NFPA 101, CHAPTER 7
  
 7.3.1 OCCUPANT LOAD.
 7.3.1.1 SUFFICIENT CAPACITY.
 7.3.1.1.1 THE TOTAL CAPACITY OF THE MEANS OF EGRESS FOR
 ANY STORY, BALCONY, TIER, OR OTHER OCCUPIED SPACE SHALL
 BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF.
 7.3.1.1.2 FOR OTHER THAN EXISTING MEANS OF EGRESS,
 WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED, THE
 MEANS OF EGRESS SHALL BE OF SUCH WIDTH AND CAPACITY
 THAT THE LOSS OF ANY ONE MEANS OF EGRESS LEAVES
 AVAILABLE NOT LESS THAN 50 PERCENT OF THE REQUIRED
 CAPACITY.
 7.3.1.2* OCCUPANT LOAD FACTOR. THE OCCUPANT LOAD IN ANY
 BUILDING OR PORTION THEREOF SHALL BE NOT LESS THAN THE
 NUMBER OF PERSONS DETERMINED BY DIVIDING THE FLOOR AREA
 ASSIGNED TO THAT USE BY THE OCCUPANT LOAD FACTOR FOR
 THAT USE AS SPECIFIED IN TABLE 7.3.1.2, FIGURE
 7.3.1.2(A), AND FIGURE 7.3.1.2(B). WHERE BOTH GROSS AND
 NET AREA FIGURES ARE GIVEN FOR THE SAME OCCUPANCY,
 CALCULATIONS SHALL BE MADE BY APPLYING THE GROSS AREA
 FIGURE TO THE GROSS AREA OF THE PORTION OF THE BUILDING
 DEVOTED TO THE USE FOR WHICH THE GROSS AREA FIGURE IS
 SPECIFIED AND BY APPLYING THE NET AREA FIGURE TO THE
 NET AREA OF THE PORTION OF THE BUILDING DEVOTED TO THE
 USE FOR WHICH THE NET AREA FIGURE IS SPECIFIED.
  
 PLEASE PROVIDE APPCIABLE DETAILS.
  
  
  
  
 3) SHEETS A 101 & 401 - THERE ARE NOTE INDICATIONS OF A
 "FOOD SERVICE EQUIPMENT DRAWINGS" FOR THE KITCHEN AREA;
 HOWEVER, NO DRAWING SHEETS WERE FOUND OR ANY EQUIPMENT
 IDENTIFIED.
  
 PER NFPA 101 CHAPTER 9 & NFPA 96, CHAPTER 4
  
 CHAPTER 9 BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT
 9.2.3 COMMERCIAL COOKING EQUIPMENT. COMMERCIAL COOKING
 EQUIPMENT SHALL BE IN ACCORDANCE WITH NFPA 96, STANDARD
 FOR VENTILATION CONTROL AND FIRE PROTECTION OF
 COMMERCIAL COOKING OPERATIONS, UNLESS SUCH
 INSTALLATIONS ARE APPROVED EXISTING INSTALLATIONS,
 WHICH SHALL BE PERMITTED TO BE CONTINUED IN SERVICE.
  
 NFPA 96, CHAPTER 4 GENERAL REQUIREMENTS
 4.1 GENERAL.
 4.1.1 COOKING EQUIPMENT USED IN PROCESSES PRODUCING
 SMOKE OR GREASE-LADEN VAPORS SHALL BE EQUIPPED WITH AN
 EXHAUST SYSTEM THAT COMPLIES WITH ALL THE EQUIPMENT AND
 PERFORMANCE REQUIREMENTS OF THIS STANDARD.
 10.1.2* COOKING EQUIPMENT THAT PRODUCES GREASE-LADEN
 VAPORS AND THAT MIGHT BE A SOURCE OF IGNITION OF GREASE
 IN THE HOOD, GREASE REMOVAL DEVICE, OR DUCT SHALL BE
 PROTECTED BY FIRE-EXTINGUISHING EQUIPMENT.
  
 PLEASE PROVIDE SPECIFIC DETAILS OF ALL EQUIPMENT.
  
  
  
  
 4) SHEET A 200 - A LIGHWEIGHT ROOF TRUSS SIGN IS
 REQUIRED AT THE FRONT DOOR AREA PER FLORIDA STATUTE.
 LIGHTWEIGHT ROOF TRUSS DESIGN IS INDICATED ON OTHER
 SHEETS.
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
  
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT AND
 COMPLIANCE.
  
  
  
  
 5) SHEET M 101 - THERE IS KITCHEN EQUIPMENT INDICATED
 IN THE KITCHEN AREA.
  
 PER # 3 ABOVE THE HOOD VENT AND FIRE SUPPRESSION
 SYSTEMS IN THE KITCHEN AREA SHALL BE UNDER SEPARATE
 SHOP DRAWINGS EACH.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT AND
 COMPLIANCE.
  
  
  
 6) E 102 -THERE IS NO EXIT SIGN INDICATED OVER THE REAR
 DOOR AREA NOR THE REAR DOOR FROM THE REAR COVERED
 PARTIO. A SECOND EXIT IS REQUIRED AND IT IS REQUIRED TO
 BE MARKED.
  
  
 7.7.3 ARRANGEMENT AND MARKING OF EXIT DISCHARGE.
 7.7.3.1 WHERE MORE THAN ONE EXIT DISCHARGE IS REQUIRED,
 EXIT DISCHARGES SHALL BE ARRANGED TO MEET THE
 REMOTENESS CRITERIA OF 7.5.1.3.
 7.7.3.2 THE EXIT DISCHARGE SHALL BE ARRANGED AND MARKED
 TO MAKE CLEAR THE DIRECTION OF EGRESS TRAVEL FROM THE
 EXIT DISCHARGE TO A PUBLIC WAY.
  
 7.7.4 COMPONENTS OF EXIT DISCHARGE. DOORS, STAIRS,
 RAMPS, CORRIDORS, EXIT PASSAGEWAYS, BRIDGES, BALCONIES,
 ESCALATORS, MOVING WALKS, AND OTHER COMPONENTS OF AN
 EXIT DISCHARGE SHALL COMPLY WITH THE DETAILED
 REQUIREMENTS OF THIS CHAPTER FOR SUCH COMPONENTS.
  
  
 PLEASE PROVIDE EXIT SIGNS AT THESE AREAS.
  
  
 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2018-04-24 Cont ID  
Sent By gjohnson Date 2018-04-24 Time 17:21 Rev Time 0.00
Received By gjohnson Date 2018-04-24 Time 17:21 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2018-02-02 Cont ID  
Sent By gjohnson Date 2018-02-02 Time 14:11 Rev Time 0.00
Received By gjohnson Date 2018-02-02 Time 14:11 Sent To  
Notes
2018-02-02 14:23:321ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS AND
 INSTILLATION GUIDE FOR ALL GAS EQUIPMENT AND REGULATORS
 TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58,
 AND FBC-2014 FUEL GAS SEC. 402.2
  
 2. SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR KITCHEN
 EQUIPMENT PER THE FBC-2014 FUEL GAS CODE SEC. 304.
  
 3. SHT P202 THE REFERENCED SIZING TABLE 402.4(4) IS FOR
 LESS THAN 2PSI WITH A PRESSURE DROP OF 6.0" WC THE
 TABLE FOR 2PSI SCH 40 STEEL PIPE IS 402.4(5) PLEASE
 CLARIFY PER FBC FG 402.4
  
 4. SHOW REGULATORS SHUT OFF VALVES AND SEDIMENT TRAPS
 ON RISER. 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]
  
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2018-04-06 Cont ID  
Sent By fmittner Date 2018-04-06 Time 15:24 Rev Time 0.00
Received By fmittner Date 2018-04-06 Time 15:24 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2018-01-10 Cont ID  
Sent By fmittner Date 2018-01-10 Time 09:03 Rev Time 0.00
Received By fmittner Date 2018-01-09 Time 11:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-07-16 Cont ID  
Sent By rmcdouga Date 2018-07-16 Time 09:31 Rev Time 0.00
Received By rmcdouga Date 2018-07-12 Time 15:57 Sent To  
Notes
2018-07-13 15:57:48IMPACT FEES ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-07-02 Cont ID  
Sent By shill Date 2018-07-02 Time 10:28 Rev Time 0.00
Received By shill Date 2018-05-17 Time 14:33 Sent To  
Notes
2018-05-18 14:34:09C26
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2018-04-25 Time   Rev Time 0.00
Received By lmarchan Date 2018-03-28 Time 14:00 Sent To  
Notes
2018-03-29 14:01:08C31
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2018-02-05 Time   Rev Time 0.00
Received By lmarchan Date 2017-12-29 Time 11:47 Sent To  
Notes
2018-01-02 11:47:23C10
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2018-07-16 Cont ID  
Sent By rmcdouga Date 2018-07-16 Time 09:31 Rev Time 0.00
Received By rmcdouga Date 2018-07-16 Time 09:31 Sent To I
Notes
2018-07-16 09:33:24MU-2018-23743, PAID $12,039.16
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-01-29 Cont ID  
Sent By jwitmer Date 2018-01-29 Time 08:30 Rev Time 0.00
Received By jwitmer Date 2018-01-24 Time 06:29 Sent To  
Notes
2018-01-29 08:08:04IMPACT FEES
 BEFORE 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 M MECHANICAL (A/C)
Rev No 3 Status P Date 2018-06-07 Cont ID  
Sent By ccole Date 2018-06-07 Time 15:51 Rev Time 0.00
Received By ccole Date 2018-06-07 Time 14:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-04-20 Cont ID  
Sent By ccole Date 2018-04-20 Time 10:07 Rev Time 0.00
Received By ccole Date 2018-04-20 Time 10:07 Sent To  
Notes
2018-04-20 10:37:552ND REVIEW FBC-2017 MECHANICAL
 PERMIT #17121049
 4/20/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) M102: PLEASE SHOW THE LOCATIONS OF THE GUARD RAILS
 ON THE ROOF AND PROVIDE STRUCTURAL DETAILS FOR
 INSTALLATION AND ATTACHMENT TO THE EXISTING STRUCTURE-
 SECTION 304.11.
  
 2) M201: THE O/A CALCULATIONS FOR THE DINING ROOM AS
 SHOWN IN THE SCHEDULE ARE NOT IN COMPLIANCE WITH TABLE
 403.3. IN ACCORDANCE WITH THE TABLE- 154 OCCUPANTS X
 7.5 CFMS EACH= 1155 CFMS + 394= 1549 CFMS OF O/A
 REQUIRED. THE SCHEDULE INDICATES A DEFICIENT AMOUNT OF
 700 CFMS TO BE PROVIDED FOR THE DINING ROOM.
  
 3) M201: THE COMBUSTION AIR CALCULATIONS DO NOT INCLUDE
 THE WOOD-FIRED CHARBROILER- SEE SECTION 701.1 AND
 PROVIDE THE CALCULATIONS AS RECOMMENDED BY THE
 MANUFACTURER. PLEASE NOTE THAT THE SUBMITTED PRODUCT
 CUT SHEETS DO NOT INDICATE THE APPLIANCE IS UL 2162
 LISTED AND LABELED, AND THEREFORE IS NOT APPROVED FOR
 INSTALLATION.
  
 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]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-01-29 Cont ID  
Sent By ccole Date 2018-01-29 Time 11:36 Rev Time 0.00
Received By ccole Date 2018-01-29 Time 09:34 Sent To  
Notes
2018-01-29 12:14:271ST REVIEW FBC-2014 MECHANICAL, FUEL GAS, EXISTING
 BUILDING CODES
 PERMIT #17121049
 1/29/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THERE ARE TWO M201 PLAN SHEETS IN EACH PLAN SET.
 PLEASE CHANGE ONE OF THE SHEETS TO M202.
  
 2) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
 AC SYSTEMS- SECTION 312.1 FBC-14 MECHANICAL.
  
 3) SHEET M102: PLEASE PROVIDE NOTES ON THE PLAN TO
 VERIFY COMPLIANCE WITH THE FOLLOWING REQUIREMENTS FOR
 THE NEW RTU'S: A) A MINIMUM 42" HIGH GUARD OR PARAPET
 WILL BE INSTALLED ALONG THE ROOF EDGES ADJACENT TO THE
 NEW RTU'S. B) A MINIMUM 30X30 IN. WORKING SPACE WILL BE
 PROVIDED ON THE SERVICE SIDES OF THE RTU'S. C) A
 PERMANENT LADDER, EITHER INTERIOR OR EXTERIOR OF THE
  
 BUILDING, SHALL BE INSTALLED IF ACESSING THE RTU'S
 REQUIRES PERSONEL TO CLIMB HIGHER THAN 16 FEET ABOVE
 GRADE.
  
 4) M101: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 RETURN AIR SYSTEMS OF EACH NEW RTU. SHOW THE LOCATION
 OF THE DEVICES ON THE PLAN AND PROVIDE A SEQUENCE OF
 OPERATION FOR FAN SHUTDOWN IF ONE DAMPER OR ANOTHER
 ACTUATES- SECTION 606.2.1- 606.4.1.
  
 5) M201: THE FRESH AIR CALCULATIONS ARE NOT IN
 COMPLIANCE WITH TABLE 403.3. PLEASE INDICATE THE SQUARE
 FOOTAGES OF ALL OCCUPIED ROOMS AND SPACES, AND PROVIDE
 CALCULATIONS USING THE PEOPLE OUTDOOR AIRFLOW RATE (CFM
 PER PERSON) ADDED TO THE AREA OUTDOOR AIRFLOW RATE.
  
 6) M201: THE AIR BALANCE SCHEDULE DOES NOT PROVIDE
 EXHAUST AND MAKEUP CFMS FOR THE KITCHEN HOODS
  
 7) PROVIDE A KITCHEN EQUIPMENT LAYOUT PLAN AND SCHEDULE
 THAT INCLUDES THE MAKES AND MODELS AND BTU CAPACITIES
 FOR ALL GAS-FIRE COOKING APPLIANCES.
  
 8) PROVIDE COMBUSTION AIR CALCULATIONS FOR THE COOKING
 APPLIANCES AND SHOW HOW THE AIR IS BEING PROVIDED-
 SECTION 304 FBC-14 FUEL GAS.
  
 9) M201 & S302: THE RTU AND CURB ATTACHMENT DETAIL ON
 THE MECHANICAL PLAN DOES NOT MATCH THE DETAIL ON THE
 STRUCTURAL PLAN- PLEASE CORRECT.
  
 10) M201: INDICATE HOW THE DUCT SUPPORT LEG PLATES ARE
 ATTACHED TO THE STRUCTURE.
  
 11) M201: PROVIDE THE WIND LOAD DESIGN CRITERIA FOR
 INSTALLATION OF ALL ROOFTOP EQUIPMENT AND SUPPORTS-
 SECTION 1609 FBC-14 BUILDING.
  
  
 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]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-06-20 Cont ID  
Sent By gjohnson Date 2018-06-20 Time 12:47 Rev Time 0.00
Received By gjohnson Date 2018-06-19 Time 14:14 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-04-25 Cont ID  
Sent By gjohnson Date 2018-04-25 Time 08:52 Rev Time 0.00
Received By gjohnson Date 2018-04-24 Time 14:51 Sent To  
Notes
2018-04-25 10:32:111ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 PREVIOUS COMMENTS NOT COMPLIED 14. ALL FIXTURES IN
 KITCHEN AREA SHALL DISCHARGE TO THE GREASE INCEPTOR.
 PER FBC PL 1003.3.1 THE HAND SINKS THE SINKS AND FLOOR
 SINK AT ESPRESSO MACHINE THE SINK AT THE FRONT COUNTER
 ALL SHALL BE ON THE GREASE WASTE THE ONLY FIXTURES THAT
 CAN CONNECT TO THE SANITARY IS THE BATHROOM FIXTURES
 AND THE SINKS AND DRAINS AT THE WAITRESS STATION WITH
 THE ICE AND WATER DISPENSER. THIS IS NOT ONLY A
 REQUIREMENT OF THE PLUMBING CODE BUT ALSO ARE UTILITIES
 DEPORTMENT AND WEST PALM BEACH CODE OF ORDINANCE SEC.
 90-126(7)
  
 NEW COMMENTS:
  
 1. SHT. A-400 THE MIRROR APPEARS TO BE SHOWN AT 41" TO
 THE BOTTOM OF THE FRAME IT BE BE SHOWN AT 40" TO THE
 BOTTOM OF THE REFLECTIVE SURFACE. PER FBC ACC 603.3
  
 2. SHT. A-400 THE GRAB BARS ARE SHOWN TO BE MEASURED TO
 THE CENTER OF THE GRAB BAR IT SHALL BE SHOWN MEASURED
 TO THE TOP OF THE GRIPPING SURFACE. IF INSTALLED AT 36"
 TO THE CENTER OF THE GRAB BAR IT WILL BE 3/4" TO HIGH
 AND NON CODE COMPLIANT. PER FBC ACC 609.4
  
 3. SHT. A-400 PLEASE SHOW THE TOILETPAPER DISPENSER AT
 7"- 9" OFF THE FRONT OF THE TOILET. PER FBC ACC 604.7
  
 4. SHT. A-402 THE GRAB BAR ON THE REAR WALL DOES NOT
 COMPLY THE WAY IT IS SHOWN PLEASE SHOW COMPLIANCE WITH
 FBC ACC 604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL
 BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE
 CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE
 SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE.
  
  
  
  
 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]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-02-02 Cont ID  
Sent By gjohnson Date 2018-02-02 Time 11:43 Rev Time 0.00
Received By gjohnson Date 2018-01-31 Time 10:33 Sent To  
Notes
2018-02-02 11:59:251ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PROVIDE OCCUPANT LOAD INCLUDING OUTDOOR PAVILION AND
 OUTDOOR SEATING. PER WPB AMEND TO FBC 107.2.1
  
 2. PROVIDE PLUMBING FIXTURE COUNT BREAKDOWN. PER WPB
 AMEND TO FBC 107.2.1 AND FBC PL 403.1.1
  
 3. PROVIDE DETAIL FOR EMERGENCY SCUPPER TO SHOW
 COMPLIANCE WITH FBC 1503.4.2.1
  
 4. PROVIDE STORM DRAIN ISOMETRIC SHOWING SQFT AND SLOPE
 OF PIPE. PER WPB AMEND TO FBC 107.3.5.1.3(13)
  
 5. THE DIMENSION OF THE ACCESSIBLE BATHEOOMS ARE TO
 SMALL TO COMPLY WITH FBC ACC 604, 606.2 IT SHOULD BE A
 MIN OF 7' 1" TO ACCOMMODATE THE CLEAR FLOOR SPACE.
 PLEASE SHOW THE CLEAR FLOOR SPACE WITH THE DIMENSIONS
 TO COMPLY WITH FBC ACC 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
 604.3.2 OVERLAP.
 THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE
 PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB
 BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT
 HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE
 AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE
 TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL
 BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 6. PLEASE SHOW COMPLIANCE WITH FBC ACC
  
 A) 603.2.3 DOOR SWING.
 DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR
 CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS SHALL BE
 PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.
  
 B)609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,
  
 C) 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
  
 D) 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 E) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.
  
 7. HOT WATER PIPING IN AUTOMATIC TEMPERATURE
 MAINTENANCE SYSTEMS SHALL BE INSULATED WITH 1 INCH (25
 MM) OF INSULATION. PER FBC PL [E] 607.5
  
 8. SHT. C-1 SHOWS A PROPOSED 1250 GAL GREASE
 INTERCEPTOR SHT. P101 NOTE ON GREASE PIPING REFERS TO
 AN EXISTING GREASE TRAP PLEASE CLARIFY. PER WPB AMEND
 TO FBC 107.2.1
  
 9. PLEASE PROVIDE DETAIL OF INTERIOR OF GREASE
 INTERCEPTOR AND A DETAIL OF THE INLET AND OUTLET
 PIPING. PER WPB AMEND TO FBC 107.2.1
  
 10. SHT. P103 PLEASE LABEL EMERGENCY SCUPPERS. PER WPB
 AMEND TO FBC 107.2.1
  
 11. SHT. P201 THE BRANCH DRAIN FOR THE THE DROP IN SINK
 P66 SHALL CONNECT TO THE BUILDING DRAIN SEPARATELY FROM
 THR BATHROOM GROUP IT SHALL NOT CONNECT THRU THE
 BATHROOM GROUP WET VENT. PER FBC PL 912.1
  
 12. PLEASE SEPARATE THE GREASE ISOMETRIC AND SANITARY
 ISOMETRIC. PER WPB AMEND TO FBC 107.2.1
  
 13. SHT. 201 UNDER THE PLUMBING SPECIFICATIONS #2(A)
 THE CODE REQUIREMENT FOR THIS PROJECT SHALL BE THE
 FLORIDA BUILDING CODE 2014 5TH EDITION, FLORIDA
 BUILDING CODE PLUMBING, FLORIDA BUILDING CODE
 ACCESSIBILITY. FLORIDA BUILDING CODE FUEL GAS
 THE SBCCI IS A OUT OF DATE CODE.
  
 14. ALL FIXTURES IN KITCHEN AREA SHALL DISCHARGE TO THE
 GREASE INCEPTOR. PER FBC PL 1003.3.1
  
 15. DRAIN FOR THE-ICE MACHINES AND SINKS IN COFFEE BAR
 AND SERVICE COUNTER SHALL NOT DISCHARGE TO THE GREASE
 INTERCEPTOR. PER FBC PL 1003.3.1
  
 16. PLEASE PLACE NOTE ON THE PLAN A SEPARATE PERMIT IS
 REQUIRED FOR NEW GREASE INTERCEPTORS AND BACKFLOW ON
 THE WATER SERVICE. PER WPB AMEND TO FBC 107.2.1
  
 17. SHUT OFF VALVES ARE REQUIRED ON ALL DROPS PLEASE
 SHOW ON WATER ISOMETRIC. PER FBC PL 606.1(5)
  
 18. SHOW AIR HAMMER ARRESTORS ON WATER ISOMETRIC. PER
 FBC PL 604.9
  
 19 BACKFLOWS ARE REQUIRED ON ICE MACHINES, WATER
 FILTERS, BEVERAGE MACHINES AND COFFEE MAKERS. PER FBC
 PL 608.3, 608.16.1 AND 608.16.10
  
 20. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5
  
  
 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]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2018-07-02 Cont ID  
Sent By fmittner Date 2018-07-02 Time 10:22 Rev Time 0.00
Received By fmittner Date 2018-07-02 Time 10:22 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2018-04-06 Cont ID  
Sent By fmittner Date 2018-04-06 Time 15:29 Rev Time 0.00
Received By fmittner Date 2018-04-06 Time 15:29 Sent To  
Notes
2018-04-06 15:31:21COMMENT FROM FIRST REVIEW WAS NOT ADDRESSED:
  
 REQUIRES SUBMITTAL OF A SEPARATE LANDSCAPE PERMIT.
 PLEASE CONTACT RAY CARANCI, LANDSCAPE PLANNER AT
 822-1462.
Review Stop Z ZONING
Rev No 1 Status F Date 2018-01-10 Cont ID  
Sent By fmittner Date 2018-01-10 Time 09:03 Rev Time 0.00
Received By fmittner Date 2018-01-10 Time 09:03 Sent To  
Notes
2018-01-10 09:08:02REQUIRES SUBMITTAL OF A SEPERATE LANDSCAPE PERMIT.
 PLEASE CONTACT RAY CARANCI, LANDSCAPE PLANNER AT
 822-1462 WITH QUESTIONS.


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