Plan Review Notes
Plan Review Notes For Permit 17120261
Permit Number 17120261
Review Stop B
Sequence Number 1
Notes
Date Text
2018-01-24 14:18:412014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: WED. JAN. 24/2018
 ACTION: DENIED
  
 ART IN PUBLIC PLACES
 1) 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.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 2) 108.3* BUILDING PERMIT VALUATION. PLEASE NOTE THE
 BUILDING VALUATION SEEMS A LITTLE LOW. THE CODE SUMMARY
 SHEET CS-1 UNDER THE HEADING BUILDING DATA LIST THE
 SQUARE FOOTAGE PER FLOOR BUT NOT THE SQUARE FOOTAGE PER
 OCCUPANCY TYPE. THE ICC EVALUATION TABLES USES BUILDING
 TYPE, OCCUPANCY TYPE AND SQUARE FOOTAGE TO DETERMINE
 THE VALUATION OF THE BUILDING.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME PERMIT
  
 3) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINITION. THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 FORMS WERE E-MAILED TO: [email protected] 1/24/2018
 2:30PM.
  
  
 3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 3D) FOR THE SPECIAL 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.
  
 3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3F) FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, PLEASE
 E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING ISSUED,
 THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE IN BLACK
 & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 3H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 4) THIS PROPERTY IS LOCATED IN A AE FLOOD ZONE. THE
 BASE FLOOD ELEVATION IS 12.7 FT. NAVD 88 PLUS 2 FEET OR
 A FINISH FLOOR ELEVATION MINIMUM OF 14.77 NAVD 88.
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE
 REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
  
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5) THIS REVIEW NO SOILS REPORTS WERE FOUND IN THE FILE
 FOLDER. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 6A) FALL PROTECTION PDF. ATTACHMENT 1 HITTING BAY.
 UNDER THE 2014 FBC-B, THE CODE DOES NOT INCLUDE RAISED
 GOLFING PLATFORMS AS EXEMPT LOCATIONS TO THE
 REQUIREMENT FOR GUARDS AND OR GUARDRAILS SEE FBC-B
 1013.2 WHERE REQUIRED. I WOULD RECOMMEND THAT YOU
 SHOULD MAKE A WRITTEN REQUEST TO THE BUILDING OFFICIAL
 ROBERT BROWN REQUESTING THE FALL PROTECTION PDF TO BE
 CONSIDERED UNDER THE:
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION SECTION 104.11 ALTERNATIVE MATERIALS,
 DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT. THE
 PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT THE
 INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN
 OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED
 BY THIS CODE, PROVIDED THAT
 ANY SUCH ALTERNATIVE HAS BEEN APPROVED. AN ALTERNATIVE
 MATERIAL, DESIGN OR METHOD OF CONSTRUCTION SHALL BE
 APPROVED WHERE THE BUILDING OFFICIAL FINDS THAT THE
 PROPOSED DESIGN IS SATISFACTORY AND COMPLIES WITH THE
 INTENT OF THE PROVISIONS OF THIS CODE, AND THAT THE
 MATERIAL, METHOD OR WORK OFFERED IS, FOR THE PURPOSE
 INTENDED, AT LEAST THE EQUIVALENT OF THAT PRESCRIBED IN
 THIS CODE IN QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY. WHEN ALTERNATE LIFE
 SAFETY SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE
 TO PERFORMANCE-BASED FIRE PROTECTION ANALYSIS AND
 DESIGN OF BUILDINGS, OR OTHER METHODS APPROVED BY THE
 BUILDING OFFICIAL MAY BE USED. THE BUILDING OFFICIAL
 SHALL REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE
 SUBMITTED TO SUBSTANTIATE ANY CLAIM MADE REGARDING THE
 ALTERNATIVE.
  
 6B) 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF
 MATERIALS OR ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR
 IN THIS CODE, SHALL CONSIST OF VALID
 RESEARCH REPORTS FROM APPROVED SOURCES.
  
 6C) 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT
 EVIDENCE OF COMPLIANCE WITH THE PROVISIONS OF
 THIS CODE, OR EVIDENCE THAT A MATERIAL OR METHOD DOES
 NOT CONFORM TO THE REQUIREMENTS OF THIS
 CODE, OR IN ORDER TO SUBSTANTIATE CLAIMS FOR
 ALTERNATIVE MATERIALS OR METHODS, THE BUILDING
 OFFICIAL SHALL HAVE THE AUTHORITY TO REQUIRE TESTS AS
 EVIDENCE OF COMPLIANCE TO BE MADE AT NO
 EXPENSE TO THE JURISDICTION. TEST METHODS SHALL BE AS
 SPECIFIED IN THIS CODE OR BY OTHER
 RECOGNIZED TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED
 AND ACCEPTED TEST METHODS, THE
 BUILDING OFFICIAL SHALL APPROVE THE TESTING PROCEDURES.
 TESTS SHALL BE PERFORMED BY AN APPROVED
 AGENCY. REPORTS OF SUCH TESTS SHALL BE RETAINED BY THE
 BUILDING OFFICIAL FOR THE PERIOD REQUIRED
 FOR RETENTION OF PUBLIC RECORDS.
  
 6D) 104.11.3 ACCESSIBILITY. ALTERNATIVE DESIGNS AND
 TECHNOLOGIES FOR PROVIDING ACCESS TO AND
 USABILITY OF A FACILITY FOR PERSONS WITH DISABILITIES
 SHALL BE IN ACCORDANCE WITH PROVISIONS OF
 THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 7) SHEET 003 CS-1 CODE SUMMARY:
  
 7A) SEPARATED USE CALCULATIONS SHOWS THE FORMULA AND
 CHART BUT NEITHER IS FILLED OUT. PLEASE PROVIDE THE
 DOCUMENTATION SEE THE 2014 FBC-B SECTION 506.5.2.
  
 7B) UNDER THE HEADING FIRE RESISTANCE RATINGS THERE IS
 NO ROW FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL
 ASSEMBLIES BETWEEN FIRE AREAS, SEE TABLE 707.3.10.
  
 7C) HEADING: EXIT REQUIREMENTS LIST 50 FT. MAXIMUM DEAD
 END. PLEASE LIST THE OCCUPANCIES WHERE THIS IS TRUE.
 FBC-B 1018.4 SEE EXCEPTION 2.
  
 7D) HEADING: ACCESSIBLE PARKING REQUIREMENTS CHART IS
 LEFT BLANK. WILL NEED TO COMPLY WITH THE 2014
 ACCESSIBILITY CODE 208.2, TABLE 208.2 AND 208.2.4. VAN
 PARKING SPACES.
  
 7E) HEADING: STRUCTURAL INDICATES WIND LOAD 170 MPH
 VULT. PLEASE REFER TO THE 2014 FBC-B TABLE 1604.5 FOR
 RISK CATEGORY OF BUILDINGS . RISK CATEGORY III INCLUDES
 BUILDINGS AND OTHER STRUCTURES WHOSE PRIMARY OCCUPANCY
 IS PUBLIC ASSEMBLY WITH AN OCCUPANT LOAD GREATER THAN
 300. THIS BUILDING QUALIFIES WITH AN OCCUPANT LOAD OF
 1708 PLUS.
 PLEASE ALSO REVIEW FIGURE 1609B THE V ULTIMATE DESIGN
 SPEEDS FOR RISK CATEGORY III BUILDINGS AND OTHER
 STRUCTURES. THE CITY OF WEST PALM BEACH IS LOCATED IN A
 180 MPH (VULT) WIND ZONE. IMPORTANCE FACTOR SHOULD ALSO
 CHANGE FOR WIND.
  
 PLEASE ALSO CORRECT THE WIND DESIGN CRITERIA FOUND ON
 SHEET 3001 S0-01 GENERAL NOTE E WIND LOADS, THE PLANS
 STATE BUILDING CATEGORY II AND 170 MPH, VULT.
  
 7F) OCCUPANCY CATEGORY (TABLE 1604.5) WILL ALSO CHANGE
 TO III.
  
 7G) SOIL BEARING CAPACITY OF 3,000 PSF ASSUMED, NO
 SOILS REPORT SUBMITTED TO SEE WHAT VALUES ARE IN THE
 NATURAL SOILS. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
  
 8) 004- LS-01 LIFE SAFETY PLAN:
  
 8A) FOR ALL 3 LEVELS PLEASE PROVIDE THE OCCUPANT LOAD
 FOR EACH ROOM IN THAT ROOM. WHEN TRAVELING THROUGH
 ADJACENT ROOMS COMBINE THE OCCUPANT LOADS FOR THE ROOMS
 AND WHEN YOU GET TO EITHER AN AISLE OR CORRIDOR PROVIDE
 THE OCCUPANT LOAD FOR THAT AREA BEING SERVED AND ADD
 THE ADDITIONAL OCCUPANTS BEING ADDED ALONG THE EGRESS
 PATH FROM THE INTERIOR OF THE BUILDING AS WELL AS THE
 HITTING AND SEATING BAYS, THIS SHOULD ADD UP TO THE
 AMOUNT GOING THROUGH THE VERTICAL EXITS AND STAIRS.
  
 2014 FBC-B 1004.1.1.1 INTERVENING SPACES. WHERE
 OCCUPANTS EGRESS FROM ONE ROOM, AREA OR SPACE THROUGH
 ANOTHER, THE DESIGN OCCUPANT LOAD SHALL BE BASED ON THE
 CUMULATIVE OCCUPANT LOADS OF ALL ROOMS, AREAS OR SPACES
 TO THAT POINT ALONG THE PATH OF EGRESS TRAVEL.
  
 8B) LOWER LEVEL. THE EXTERIOR TERRACE01.20.02 HAS 2338
 SQ. FT. OF AREA WITH NO FURNITURE LAYOUT. 2338/ 07= 334
 OCCUPANT LOAD. THERE IS ONLY ONE EXIT FROM THIS AREA.
 THE FBC-B TABLE 1015.1 ONLY ALLOWS FOR 49 OCCUPANTS
 WHEN THERE IS ONE EXIT. DOOR # 7 IS ALSO ADDING
 ADDITIONAL OCCUPANTS FROM THE INTERIOR OF THE BUILDING.
 FBC-B 1027.1. THE EXIT DISCHARGE SHALL NOT REENTER THE
 BUILDING. A SECOND MEANS OF EXITING WILL BE REQUIRED
 FOR THIS AREA.
  
 8C) LOWER LEVEL, STAIR # 3 SHOWS A DOOR OPENING INTO
 THE ENCLOSURE FROM THE CASH VESTIBULE. EXIT ACCESS
 CORRIDORS ARE TO SEND OCCUPANTS INTO VERTICAL EXITS.
 THE LIFE SAFETY PLAN INDICATES THE VERTICAL EXIT WITH
 FIRE RATED WALLS, FIRE BARRIERS.
 PLEASE REVIEW 2014 FBC-B 1022.5 PENETRATIONS.
 PENETRATIONS INTO AND OPENINGS THROUGH INTERIOR EXIT
 STAIRWAYS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE INTERIOR EXIT STAIRWAY TERMINATING AT A STEEL BOX
 NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT
 STAIRWAYS AND RAMPS.
  
 8D) LOWER LEVEL. STAIR # 4 SHOWS AT DOOR # 1 A MAXIMUM
 OF 227 OCCUPANTS ARE ALLOWED TO TRAVEL THROUGH A 34
 INCH WIDE CLEAR DOOR OPENING. THE EXTERIOR DOOR IN THE
 SAME STAIRWELL IS NOT IDENTIFIED AS TO WIDTH BUT
 DEPICTED AS A SINGLE 3 FOOT WIDE DOOR WITH AN OCCUPANT
 LOAD OF 575 OCCUPANTS? PLEASE EXPLAIN?
 IT APPEARS YOU WERE USING THE 0.15 EGRESS FACTOR ON
 DOOR #1 OF THE STAIRWELL?
 FBC-B 1005.3.2 OTHER EGRESS COMPONENTS. EXCEPTION,
 OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF
 EGRESS CAPACITY FACTOR OF 0.15 INCH (3.8 MM) PER
 OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH
 SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY
 VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH
 SECTION 907.5.2.2.
  
 8E) PLEASE BE AWARE THAT THE OCCUPANT LOADS TAKEN FOR
 DOORS IS OFF. EXAMPLE 34 / 0.15= 226.66 YOU ROUNDED UP
 TO 227. THIS HAPPENS AT ALL SINGLE 34 INCH DOORS. WHEN
 YOU HAVE A PORTION OF AN OCCUPANT YOU ALWAYS ROUND
 DOWN, THERE ARE NOT PARTS OF AN OCCUPANT. FLORIDA
 BUILDING CODE INFORMAL INTERPRETATION REPORT 5479,
 DATED 12/18/2007. THE FLORIDA BUILDING OFFICIALS
 ASSOCIATION OF FLORIDA, IN COOPERATION WITH THE FLORIDA
 BUILDING COMMISSION, THE FLORIDA DEPARTMENT OF
 COMMUNITY AFFAIRS.
  
 8F) MAIN LEVEL. STAIR 3 HAS AN ENTRY DOOR FROM THE
 PANTRY/ SERVER STATION OPENING DIRECTLY INTO THE
 STAIRWELL. PLEASE REVIEW 2014 FBC-B 1022.5
 PENETRATIONS. PENETRATIONS INTO AND OPENINGS THROUGH
 INTERIOR EXIT STAIRWAYS ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT VENTILATION OR PRESSURIZATION,
 SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR
 FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL
 RACEWAY SERVING THE INTERIOR EXIT STAIRWAY TERMINATING
 AT A STEEL BOX NOT EXCEEDING 16 SQUARE INCHES (0.010
 M2). SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE
 WITH SECTION 714. THERE SHALL BE NO PENETRATIONS OR
 COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,
 BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS AND RAMPS.
  
 8G) STAIR # 2 IS CONSIDERED AN EXIT ACCESS STAIRWAY AND
 HAVING TO MEET THE REQUIREMENTS FOUND UNDER 2014 FBC-B
 1009.3 EXCEPTION 4. THE LIFE SAFETY PLAN SHOWS ON THE
 UPPER FLOOR AND MAIN FLOOR THE STAIR IS PROTECTED BY A
 DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
 ACCORDANCE WITH NFPA BUT THIS NOTE IS NOT FOUND ON THE
 LOWER FLOOR. PLEASE ADD NOTE TO THE LOWER FLOOR FOR
 CODE COMPLIANCE WITH: 2014 FBC-B 1009.3 EXCEPTION 4.
  
 8H) STAIR # 2 IS CONSIDERED AN EXIT ACCESS STAIRWAY
 PLEASE PROVIDE HOW COMPLIANCE WITH SECTION 1016.3.1 IS
 ACHIEVED. INDICATE THE FURTHEST DISTANCE ON THE UPPER
 LEVEL TO THE 1ST FLOOR EXIT IS ACHIEVED.
  
 2014 FBC-B 1016.3.1 EXIT ACCESS STAIRWAYS AND RAMPS.
 TRAVEL DISTANCE ON EXIT ACCESS STAIRWAYS OR RAMPS SHALL
 BE INCLUDED IN THE EXIT ACCESS TRAVEL DISTANCE
 MEASUREMENT. THE MEASUREMENT ALONG STAIRWAYS SHALL BE
 MADE ON A PLANE PARALLEL AND TANGENT TO THE STAIR TREAD
 NOSINGS IN THE CENTER OF THE STAIR AND LANDINGS. THE
 MEASUREMENT ALONG RAMPS SHALL BE MADE ON THE WALKING
 SURFACE IN THE CENTER OF THE RAMP AND LANDINGS.
  
 9) 004- LS-01 LIFE SAFETY PLAN AND FURNITURE PLANS.
 NEITHER OF THESE PLANS SHOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE:
 9A) 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.
  
 9B) 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.
  
 9C) 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.
  
 9C)(1) 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.
  
 9C)(2) 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.
  
 ADVISORY 226.1. IN FACILITIES COVERED BY THE ADA, THIS
 REQUIREMENT DOES NOT APPLY TO WORK SURFACES USED ONLY
 BY EMPLOYEES. HOWEVER, THE ADA AND, WHERE APPLICABLE,
 SECTION 504 OF THE REHABILITATION ACT OF 1973, AS
 AMENDED, PROVIDE THAT EMPLOYEES ARE ENTITLED TO
 ?REASONABLE ACCOMMODATIONS.? WITH RESPECT TO WORK
 SURFACES, THIS MEANS THAT EMPLOYERS MAY NEED TO PROCURE
 OR ADJUST WORK STATIONS SUCH AS DESKS, LABORATORY AND
 WORK BENCHES, FUME HOODS, RECEPTION COUNTERS, TELLER
 WINDOWS, STUDY CARRELS, COMMERCIAL KITCHEN COUNTERS,
 AND CONFERENCE TABLES TO ACCOMMODATE THE INDIVIDUAL
 NEEDS OF EMPLOYEES WITH DISABILITIES ON AN ?AS NEEDED?
 BASIS. CONSIDER WORK SURFACES THAT ARE FLEXIBLE AND
 PERMIT INSTALLATION AT VARIABLE HEIGHTS AND CLEARANCES.
  
 10) NONE OF THE CIVIL PLANS WERE UPLOADED AS PART OF
 THIS REVIEW. COMPLIANCE WITH THE 2014 ACCESSIBILITY
 REQUIREMENTS CANNOT BE VERIFIED, NEED PLANS UPLOADED
 FOR THE NEXT REVIEW:
  
 10A) 206.2.1. SITE ARRIVAL POINTS. AT LEAST ONE
 ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM
 ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER
 LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC
 TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR
 FACILITY ENTRANCE THEY SERVE.
  
 10B) 206.2.2. WITHIN A SITE. AT LEAST ONE ACCESSIBLE
 ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
 FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES
 THAT ARE ON THE SAME SITE.
  
 10C) 208.2 MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES.
 PARKING SPACES COMPLYING WITH 502 SHALL BE PROVIDED IN
 ACCORDANCE WITH TABLE 208.2 EXCEPT AS REQUIRED BY
 208.2.1, 208.2.2, AND 208.2.3. WHERE MORE THAN ONE
 PARKING FACILITY IS PROVIDED ON A SITE, THE NUMBER OF
 ACCESSIBLE SPACES PROVIDED ON THE SITE SHALL BE
 CALCULATED ACCORDING TO THE NUMBER OF SPACES REQUIRED
 FOR EACH PARKING FACILITY.
  
 10D) 208.2.4 VAN PARKING SPACES. WHERE VAN PARKING IS
 PROVIDED PURSUANT TO SECTION 502.2, FOR EVERY SIX OR
 FRACTION OF SIX PARKING SPACES REQUIRED BY 208.2 TO
 COMPLY WITH 502, AT LEAST ONE SHALL BE A VAN PARKING
 SPACE COMPLYING WITH 502.
  
 10E) 206.2.15 GOLF FACILITIES. AT LEAST ONE ACCESSIBLE
 ROUTE SHALL CONNECT ACCESSIBLE ELEMENTS AND SPACES
 WITHIN THE BOUNDARY OF THE GOLF COURSE. IN ADDITION,
 ACCESSIBLE ROUTES SERVING GOLF CAR RENTAL AREAS; BAG
 DROP AREAS; COURSE WEATHER SHELTERS COMPLYING WITH
 238.2.3; COURSE TOILET ROOMS; AND PRACTICE PUTTING
 GREENS, PRACTICE TEEING GROUNDS, AND TEEING STATIONS AT
 DRIVING RANGES COMPLYING WITH 238.3 SHALL COMPLY WITH
 CHAPTER 4 EXCEPT AS MODIFIED BY 1006.2.
 11) 212-ROOF PLAN A2-04A- AREA A & 213 ROOF PLAN
 A2-04-B AREA B:
  
 11A) BOTH ROOF PLANS SHOW THE USE OF EMERGENCY OVER
 FLOW SCUPPERS. THERE ARE 2 DETAILS FOR EMERGENCY
 OVERFLOW SCUPPERS DETAIL 8 & 9 OF SHEET 243- A8-09.
 PLEASE PROVIDE THE SQ. FT. AREA TO BE DRAINED BY BOTH
 EMERGENCY OVERFLOW SCUPPERS INCLUDING ? OF THE HEIGHT
 OF THE PARAPET. WHY IS DETAIL 8 SHOWING THE SIZE OF THE
 SCUPPER 4X16 WHEREAS DETAIL 9 SHOW A SIZE OF 8X16 TWICE
 AS LARGE FOR CLOSE TO THE SAME AREA?
  
 2014 FBC-B 1503.4.1 SECONDARY (EMERGENCY OVERFLOW)
 DRAINS OR SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
 WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
 ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
 THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON. THE
 INSTALLATION AND SIZING OF SECONDARY EMERGENCY OVERFLOW
 DRAINS, LEADERS AND CONDUCTORS SHALL COMPLY WITH
 SECTIONS 1106 AND 1107, AS APPLICABLE, OF CHAPTER 11 OF
 THE FLORIDA BUILDING CODE, PLUMBING.
  
 11B) SHEET 213-A2-04B. ON BOTH ROOF DRAINAGE SHEETS THE
 PLANS SHOW A DETAIL # 5 WITH 2 ROOF DRAINS 4 FEET APART
 CENTER TO CENTER BUT AT THE SAME ELEVATION. DOES IT
 TAKE 2 DRAINS TO TAKE THE WATER OFF THE ROOF OR IS IT
 THE INTENT FOR ONE OF THE ROOF DRAINS TO BE CONSIDERED
 THE SECONDARY EMERGENCY OVERFLOW DRAIN?
 IF THE ONE DRAIN IS TO BE CONSIDER A SECONDARY
 EMERGENCY OVERFLOW DRAIN A SEPARATE SYSTEM IS REQUIRED.
 SHEET 616-P4-2 SHOWS A 6 INCH ROOF DRAIN AND A 6 INCH
 OVERFLOW DRAIN EMPTYING INTO THE SAME RISER (1555). SEE
 FBC-P 1108.2.
  
 10C) SHEET 611P2-3-B PLEASE SEE STAIRWELL # 3. A 6 INCH
 ROOF DRAIN IS IN STAIRWELL # 3.
 PLEASE REVIEW 2014 FBC-B 1022.5 PENETRATIONS.
 PENETRATIONS INTO AND OPENINGS THROUGH INTERIOR EXIT
 STAIRWAYS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE INTERIOR EXIT STAIRWAY TERMINATING AT A STEEL BOX
 NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT
 STAIRWAYS AND RAMPS.
  
 11) PLEASE NOTE THAT THE SUBMITTED PRODUCT APPROVALS
 CANNOT BE REVIEWED FOR POSITIVE AND NEGATIVE PRESSURES
 UNTIL THE CORRECT WIND DESIGN CRITERIA AND PRESSURES
 ARE PROVIDE. SEE COMMENTS 7E AND 7F.
  
 12) PLEASE SHOW COMPLIANCE WITH:
 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..
  
 13) KAWNEER COMPANY CURTAIN WALL 1600 SYSTEM PLEASE
 SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL WITH
 THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005,
  
 14A) CENTRIA INTERCEPT ENTYRE PANEL SYSTEM, PLEASE
 PROVIDE WHERE THIS SYSTEM IS TO BE INSTALLED ON THE
 BUILDING, AND WHAT TYPE OF BACKING IS REQUIRED.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 14B) CENTRIA INTERCEPT ENTYRE PANEL SYSTEM PLEASE
 SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL WITH
 THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005,
  
 15) CECO DOOR IT APPEARS HAS A FLORIDA APPROVAL, SUBMIT
 THE COVERSHEETS FOR FL 16355.1-R1. , 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
  
 16) OVERHEAD DOORS SERIES521 & 610/620 ROLLING STEEL
 DOORS, PLEASE SUBMIT THE FLORIDA APPROVAL COVERSHEETS.
 , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005,
  
 17A) ROOFING REPORT CARLISLE SUBMIT THE FLORIDA
 APPROVAL COVERSHEET FOR FL 16440-R10.
  
 17B) PLEASE NOTE NONE OF THE SUB-SYSTEMS HAVE BEEN
 IDENTIFIED WITH ASSOCIATED PRESSURES. REVIEW
 LIMITATIONS AS TO IF ENHANCED FASTENING CAN OCCUR.
 107.2.1.3. ADDITIONAL INFORMATION REQUIRED.
 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.
  
 18) EURO-LS100 LIFT AND SLIDING GLASS DOORS PLEASE
 PROVIDE EITHER A FLORIDA APPROVAL OR MIAMI-DADE NOA.
 , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005,
  
 19) KAWNEER IR501 LMI ALUMINUM STORE FRONT SYSTEMS,
 PLEASE SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL
 WITH THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005,
  
 20) 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, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 21) 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.
  
 22) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION.
  
 23) 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.
  
 24) IMPACT 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.
  
 25) 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]
  
  
  


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