Plan Review Notes
Plan Review Notes For Permit 17110860
Permit Number 17110860
Review Stop B
Sequence Number 1
Notes
Date Text
2017-12-22 13:46:192014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17110860
 ADD: 1901 VILLAGE BLVD. / BEAR LAKES COUNTRY CLUB
 CONT: MOUW ASSOCIATES, INC.
 TEL: 561-276-9640
 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: FRI. DEC. 22/2018
 ACTION: DENIED
  
 1) PLEASE NOTE THIS BUILDING IS CONSIDERED A THRESHOLD
 BUILDING. 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.
  
 1A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.
  
 1B) 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 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.
 THE THRESHOLD INSPECTIONS FORMS WERE E-MAILED TO:
 [email protected] 12/21/17 01:20 PM.
  
 1C) 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.
  
 1D) 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.
  
 1E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. 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.
  
 1G) 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.
  
 1H) 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.
  
 1I) 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.
  
 2) 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.
 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]
  
 3) PLEASE NOTE THE ASSESSED VALUE OF THIS STRUCTURE BY
 THE P. B. C. PROPERTY APPRAISERS OFFICE FOR IMPROVED
 PROPERTY VALUE ONLY IS $2,636,538.00 DOLLARS. THE
 PROPOSED RENOVATION AND ADDITION VALUE IS
 $5,500.000.00 DOLLARS IN VALUE. THIS FIGURE IS WELL
 OVER THE 30% OF THE VALUE OF THE STRUCTURE, SEE
 DEFINITION OF RENOVATION 2014 FBC-ENERGY CODE.
 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.
  
 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.
  
 4) THIS REVIEW THERE WAS NO SOILS REPORT SUBMITTED. THE
 FOUNDATION PLAN 098_S1.2 THE FOUNDATION DETAIL # 1
 SHOWS THE USE OF HELICAL PILES. FOUNDATION NOTE # 6
 INDICATES THE HELICAL PILES SHALL HAVE A MINIMUM
 ALLOWABLE COMPRESSION CAPACITY OF 50K AND TENSION
 CAPACITY OF 10 K. THE SOILS REPORT WILL PROVIDE AN
 ANALYSIS OF THE SOILS AND COMPLIANCE WITH THE 2014
 FBC-B 1810.3.3.1.9. THRESHOLD INSPECTOR TO BE ONSITE
 TO VERIFY THE INSTALLATION, INSPECT AND RECORD THE
 RESULTS OF THE HELICAL PILES AND CODE COMPLIANCE.
  
 5) SHEET 003_G-101, UNDER THE HEADING APPLICABLE CODES
 MISSING THE5TH EDITION (2014) FLORIDA EXISTING
 BUILDING CODE. WHAT LEVEL OF ALTERATION? SEE 2014
 EXISTING BUILDING CODE CHAPTER 5 CLASSIFICATION OF
 WORK.
  
 6) SHEET 003_G-101. THE LOWER AND MAIN LEVEL LIFE
 SAFETY PLAN. THE MAIN LEVEL LIFE SAFETY PLAN DOES NOT
 INDICATE THE ACCUMULATIVE OCCUPANT LOAD FROM EACH ROOM
 AND WHAT LOADS ARE BEING ADDED THROUGH THE VARIOUS
 CORRIDORS AND OR EGRESS THROUGH INTERVENING ROOMS.
 WHERE THE OCCUPANT LOAD IS OVER 49 REQUIRING 2 EXITS,
 THE FLOOR PLAN DOES NOT PROVIDE HOW MANY OCCUPANTS ARE
 HEADING OUT WHAT DOOR AND AGAIN THE ACCUMULATIVE
 OCCUPANT LOADS FOR THE CORRIDOR AND OR INTERVENING
 ROOMS.
  
 2014 FBC-B 1004.1.1 CUMULATIVE OCCUPANT LOADS. WHERE
 THE PATH OF EGRESS TRAVEL INCLUDES INTERVENING ROOMS,
 AREAS OR SPACES, CUMULATIVE OCCUPANT LOADS SHALL BE
 DETERMINED IN ACCORDANCE WITH THIS SECTION.
  
 7) SHEET 003_G-101. THE CHART SHOWING THE VARIOUS ROOMS
 AND OCCUPANT LOADS THERE ARE QUESTIONS WHY CERTAIN
 ROOMS SHOW ZERO OCCUPANTS.
  
 7A) ROOM 2003 THE EXISTING LOBBY IS MORE THAN JUST A
 CORRIDOR, THE FLOOR PLANS SHOWS TABLES CHAIRS AND A
 PIANO. FBC-B TABLE 1004.1.2. ASSEMBLY TABLES AND CHAIRS
 @15 SQ. FT./ OCCUPANT.
  
 7B) ROOMS 2007 & 2008 COOLER/FREEZERS NO OCCUPANT LOAD.
 FBC-B TABLE 1004.1.2. STORAGE @ 300.
  
 7C) ROOM 2063 MEMBERS GALLERY, FBC-B TABLE 1004.1.2.
 ASSEMBLY TABLES AND CHAIRS @15 SQ. FT./ OCCUPANT.
  
 7D) ROOM 2070 GOLF SHOP VESTIBULE, , FBC-B TABLE
 1004.1.2. ASSEMBLY TABLES AND CHAIRS @15 SQ. FT./
 OCCUPANT.
  
 7E) IT APPEARS ROOMS LABELS NEED TO BE REVERSED. 2079 &
 2080. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 MENS ATTENDANT SHOULD HAVE AN OCCUPANT LOAD JUST AS THE
 WOMENS ATTENDANT ROOM 2049.
  
 7F) ROOM 2089 WHERE IS THIS VESTIBULE LOCATED.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 8) SHEET 003_G-101. LIFE SAFETY GENERAL NOTES OCCUPANT
 LOAD SIGNAGE REFERENCES THE 2007 FBC 2007 1004.3.
 PLEASE CORRECT TO THE CURRENT CODE CYCLE. 2014 FBC-B
 2014.
  
 9) SHEET 003_G-101. LIFE SAFETY GENERAL NOTES STATE ALL
 BUILDING ENTRANCES SHALL BE ACCESSIBLE AND COMPLY WITH
 2014 FBC ADA CHAPTER 11. PLEASE SEE THERE ARE 3 MAIN
 ENTRANCES INTO THE BUILDING ONE IN THE FRONT WITH AN
 ACCESSIBLE ENTRANCE AND 2 IN THE BACK, BOTH STAIRS AND
 NOT AN ACCESSIBLE ENTRANCE. PLEASE REVIEW THE 2014
 FBC-ACCESSIBILITY CODE SECTION 206.4.1 PUBLIC
 ENTRANCES. IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT( 3 X 0.60 = 1.8 OR
 2 REQUIRED ACCESSIBLE ENTRANCES FOR THE PUBLIC) OF ALL
 PUBLIC ENTRANCES SHALL COMPLY WITH 404. THE RAMP GOING
 INTO THE KITCHEN IS NOT ACCEPTABLE SINCE THE MEANS OF
 EGRESS CANNOT GO THROUGH THE KITCHEN. THE FUNDS SPENT
 TO MAKE A 2ND ACCESSIBLE ENTRANCE FROM THE REAR OF THE
 BUILDING CAN BE COUNTED TOWARD THE 20 %
 DISPROPORTIONATE COST. SEE 2014 ACCESSIBILITY CODE
 SECTION 202.4.1. DISPROPORTIONATE COST.
  
 10) SHEET 003_G-101 SHOWS THE KITCHEN AS ROOM
 IDENTIFICATION TAG 2004 PLEASE SEE TOILET ROOM 2014
 DIRECTLY ACROSS WHERE THE KITCHEN RANGE AND GRILLE ARE
 LOCATED. PLEASE PROVIDE COMPLIANCE WITH:
  
 2014 FBC-B 1210.4 TOILET ROOM LOCATION. TOILET ROOMS
 SHALL NOT OPEN DIRECTLY INTO A ROOM USED FOR THE
 PREPARATION OF FOOD FOR SERVICE TO THE PUBLIC.
  
 11A) SHEET 013_A-102 AND SHEET 028_A-506 SHOW THE
 WOMENS CARD ROOM 2048 WITH A OCCUPANT LOAD OF
 65. SINCE THE OCCUPANT LOAD IS 50 OR MORE 2 MEANS OF
 EGRESS ARE REQUIRED, 2014 FBC-B TABLE 1015.1.
 THERE IS A INTERVENING ROOM (2047) WHICH IS ALLOWED
 (1014.2) WITH THE EXCEPTION OF (4).
 4. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE
 ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES.
 THE LOCKER ROOMS ARE USED FOR STORAGE. NOTE # 21 STATES
 THE LOCKERS ARE TO BE TWO TIER HIGH, THIS NOTE IS NOT
 FOUND ON THE LOCKERS IN THE CENTER OF EACH LOCKER ROOM.
 WHAT WE ARE TRYING TO DETERMINE IS THE OPENNESS OF THE
 WOMENS LOCKER ROOM, SUCH AS AN ALCOVE WHERE YOU WOULD
 BE ABLE TO SEE ACROSS THE LOCKER ROOM AND THE EXIT
 LIGHT ON THE 2ND MEANS OF EGRESS FROM THIS ROOM. THE
 CODE SECTION 1205.2.1 ADJOINING SPACES IS TO BE USED
 FOR NATURAL LIGHTING, IF THE LOCKER ROOM IS BLOCKED
 WITH LOCKERS 2 TIERED HIGH WITHOUT THE KNOWN VERTICAL
 HEIGHT THE SIGHT LINE MAY NOT ALLOW A PERSON TO KNOW
 THERE IS A 2ND MEANS OF EGRESS THROUGH THIS ROOM.
 ESPECIALLY IF A LADY HAD A LOCKER ON THE OTHER SIDE OF
 THE CARD ROOM.
  
 11B) IF THE EXIT DOOR IN THE LADIES LOCKER ROOM IS
 ALLOWED TO BE THE 2ND MEANS OF EGRESS, THE EXIT
 DISCHARGE IS TO TAKE THE OCCUPANT TO THE PUBLIC WAY.
 1027.5 ACCESS TO A PUBLIC WAY. THE EXIT DISCHARGE SHALL
 PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC
 WAY. NEITHER SHEET 004_AS-101 NOR 013_A-102 AND SHEET
 028_A-506 SHOW THIS. PLEASE NOTE THIS SHOULD BE AN
 ACCESSIBLE EXIT AS WELL.
  
 12) SHEET 028_A-506 THE MENS LOCKER ROOM HAS THE SAME
 SITUATION, SHEET 031_A-603 SHOWS EXIT LIGHTS IN BOTH
 THE MENS AND LADIES LOCKER ROOMS. THE MENS LOCKER ROOM
 IS NOT REQUIRED TO HAVE A SECOND MEANS OF EGRESS BUT
 THE SAME SITUATION AS WITHIN THE LADIES LOCKER ROOM,
 2014 FBC-B TABLE 1015.1.
 THERE IS A INTERVENING ROOM (2047) WHICH IS ALLOWED
 (1014.2) WITH THE EXCEPTION OF (4).
 4. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE
 ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES.
 THE LOCKER ROOMS ARE USED FOR STORAGE.
  
 13A) SHEET 028_A-506 IN BOTH THE LADIES AND MENS
 ACCESSIBLE SHOWERS, ROOMS 2060, 2061 & 2075 THERE IS NO
 CLEAR FLOOR SPACE SHOWN ON THE FLOOR PLAN. PLEASE
 REVIEW THE 2014 ACCESSIBILITY CODE 608.2.1 TRANSFER
 TYPE SHOWER COMPARTMENTS. TRANSFER TYPE SHOWER
 COMPARTMENTS SHALL BE 36 INCHES (915 MM) BY 36 INCHES
 (915 MM) CLEAR INSIDE DIMENSIONS MEASURED AT THE CENTER
 POINTS OF OPPOSING SIDES AND SHALL HAVE A 36 INCH (915
 MM) WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER
 COMPARTMENT. CLEARANCE OF 36 INCHES WIDE MINIMUM BY 48
 INCHES LONG MINIMUM MEASURED FROM THE CONTROL WALL
 SHALL BE PROVIDED. SHOW THE CONTROLS ON WALL.
  
 13B) THESE SHOWERS APPEAR TO HAVE A CURB, A 36X36 INCH
 TRANSFER SHOWER CURB HEIGHT IS:
 608.7 THRESHOLDS. EXCEPTION: A THRESHOLD 2 INCHES (51
 MM) HIGH MAXIMUM SHALL BE PERMITTED IN TRANSFER TYPE
 SHOWER COMPARTMENTS IN EXISTING FACILITIES WHERE
 PROVISION OF A 1/2 INCH (13 MM) HIGH THRESHOLD WOULD
 DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB.
 PLEASE PROVIDE A DETAIL.
  
 13C) PLEASE ALSO SHOW BACKING FOR SEAT AND GRAB BARS,
 AND IF THE SEAT IS TO BE A FOLDING SEAT OR NON-FOLDING
 SEAT. 608.4 SEATS. A FOLDING OR NON-FOLDING SEAT SHALL
 BE PROVIDED IN TRANSFER TYPE SHOWER COMPARTMENTS. SEATS
 SHALL COMPLY WITH 610.
  
 13D) 2014 FBC-B 608.4 SEATS. A FOLDING OR NON-FOLDING
 SEAT SHALL BE PROVIDED IN TRANSFER TYPE SHOWER
 COMPARTMENTS. A FOLDING SEAT SHALL BE PROVIDED IN
 ROLL-IN TYPE SHOWERS REQUIRED IN TRANSIENT LODGING
 GUEST ROOMS WITH MOBILITY FEATURES COMPLYING WITH
 806.2. SEATS SHALL COMPLY WITH 610.
  
 14) THE PLAN DOES NOT ADDRESS RESTROOM/ BATHROOM
 FINISHES IN WET AREAS, PLEASE SHOW COMPLIANCE WITH
 FBC-B 2509.2 BASE FOR TILE & 2509.3 LIMITATIONS.
  
 15) SHEET 021_A-402 STAIR DETAILS DOES NOT PROVIDE
 ENOUGH DETAIL FOR DESIGNING THE GUARDRAIL/ HANDRAIL
 SYSTEM.
 2014 FBC-B 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50
 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION
 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS
 SHALL ALSO COMPLY WITH SECTION 2407.
  
 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS
 SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF
 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
  
 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS (ALL
 THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS
 SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50
 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
 2406.4.4 GLAZING IN GUARDS AND RAILINGS. GLAZING IN
 GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER
 PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF
 AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE
 CONSIDERED A HAZARDOUS LOCATION. 2407.1 MATERIALS. FOR
 ALL GLAZING TYPES, THE MINIMUM NOMINAL THICKNESS SHALL
 BE 1/4 INCH (6.4 MM). FULLY TEMPERED GLASS AND
 LAMINATED GLASS SHALL COMPLY WITH CATEGORY II OF CPSC
 16 CFR PART 1201 OR CLASS A OF ANSI Z97.1.
  
 16) SHEET 027_A-505 THE ROOM 2022 SHOWS THE USE OF
 FOLDING PARTITIONS TO CREATE 2 A2 ASSEMBLY ROOMS.
 PLEASE PROVIDE THE OVERALL DIAGONAL DISTANCE FOR BOTH
 ROOMS, WHAT 1/3RD THE DISTANCE WOULD ALSO BE,
 IT WOULD APPEAR ON THE ROOM TO THE LEFT THE 2 EXITS
 DOORS ARE CLOSER THAN 1/3RD THE OVERALL DISTANCE FOR
 THAT PORTION OF THE ROOM. FBC-B 1015.2.1. EXCEPTION 2.
  
 17) PLEASE SUBMIT THE FOLDING DOOR MANUFACTURED SPECS
 OF HOW IT IS TO BE HUNG, AND IF IT WOULD TAKE EXTRA
 SUPPORT NOT SHOWN ON THE STRUCTURAL SHEETS. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 18) EXITING CONFLICT IN SWING OF DOORS BETWEEN ROOMS
 2022 AND 2023, WHEN THE FOLDING DOORS ARE CLOSED
 BETWEEN THESE ROOMS DEPENDING ON THE EXITING PLAN YET
 NOT SEEN, THESE DOORS WILL BE SWINGING THE WRONG WAY
 FOR THE 2ND MEANS OF EGRESS FOR ROOM 2022 AND THE BAR
 AREA 2064.
 FBC-B 1008.1.2. DOORS SHALL SWING IN THE DIRECTION OF
 EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING
 AN OCCUPANT LOAD OF 50 OR MORE PERSONS.
  
 19) SHEET 026_A-504 SHOWS WHAT APPEARS TO BE AN
 EXTERIOR STAIR # 2012 AND IT APPEARS THERE IS A LANDING
 ON THE UPPER FLOOR LEVEL AND GOES DOWN TO THE LOWER
 LEVEL BUT THE PLAN DOES NOT INDICATE HOW YOU GET TO THE
 STAIR? 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
  
 20A) PLEASE NOTE SHEET 003_G-101 THE LIFE SAFETY PLAN
 FOR THE LOWER LEVEL DOES NOT INDICATE THE OCCUPANCY
 TYPE FOR THE LOWER FLOOR. THERE SEEMS THERE MAY BE MORE
 THAN ONE OCCUPANCY, POSSIBLY A MIXED OCCUPANCY IN THE
 STORAGE, THERE IS A S1 OCCUPANCY WITH THE STORAGE OF
 GOLF CARTS, PLEASE IDENTIFY IF THEY ARE GAS OR IF THEY
 ARE ELECTRIC. ARE THE GOLF CARTS CHARGED UP AT NIGHT,
 THE ELECTRICAL SHEETS DO NOT INDICATE AS SUCH? THE
 PLANS ALSO INDICATE AN EXISTING GOLF CART MAINTENANCE
 SHOP PLEASE LIST IF THERE IS AND QUANTITIES OF
 HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1).
  
 20B) THE LIFE SAFETY PLAN UNDER THE HEADING OF
 OCCUPANCY SEPARATION LIST N/A. THE PLANS LIST CODE
 SECTIONS 508.3 (NON-SEPARATED AND 508.4 SEPARATED). THE
 CONCERN IS THE FIRE BARRIER REQUIRED BETWEEN THE LOWER
 FLOOR(S-1 OCCUPANCY) AND THE A-2 (UPPER FLOOR). FBC-B
 TABLE 707.3.10 WOULD REQUIRE 2 HOUR SEPARATION. SHEET
 003_G-101 SHOWS A NEW MASONRY INFILL WALL ON THE LOWER
 FLOOR BUT NO FIRE RATING. THE DOOR 1007 INDICATES A 90
 MINUTE FIRE RATING.
  
 20C) PLEASE PROVIDE A LIFE SAFETY PLAN WITH COMMON PATH
 OF TRAVEL FBC-B TABLE 1014.3 AND TRAVEL DISTANCES
 INCOMPLIANCE WITH FBC-B TABLE 1016.2.
  
 21) SHEET 095_S0.2 PROVIDES THE COMPONENTS AND CLADDING
 PRESSURES IN VULT PRESSURES. PLEASE PROVIDE THE
 PRESSURES ALSO IN VASD SINCE THE PRODUCT APPROVALS ARE
 ALL IN VASD. FBC-B 1609.3.1 WIND SPEED CONVERSION VULT
 TO VASD.
  
 22) PLEASE SUBMIT (3) COPIES OF EACH. 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
 (G) PRE-ENGINEERED A/C STANDS
  
 23) 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.
  
 24) ROOFING: 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.
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE
 COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE
 SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR
 ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH
 THE CONSTRUCTION DOCUMENTS.
  
 25) 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..
  
 26) 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.
  
 27) EITHER THE CONTRACTOR OR THE DESIGN PROFESSIONAL
 PLEASE PROVIDE ON THEIR LETTERHEAD AN ITEMIZED LETTER
 PROVIDING WHERE UP TO $1,100,000.00 DOLLARS HAS BEEN
 SPENT FOR ACCESSIBLE UPGRADES.
 2014 FBC-ACCESSIBILITY CODE 202.4.1 DISPROPORTIONATE
 COST. ALTERATIONS MADE TO PROVIDE AN ACCESSIBLE PATH OF
 TRAVEL TO THE ALTERED AREA WILL BE DEEMED
 DISPROPORTIONATE TO THE OVERALL ALTERATION WHEN THE
 COST EXCEEDS 20% OF THE COST OF THE ALTERATION TO THE
 PRIMARY FUNCTION AREA. COSTS THAT MAY BE COUNTED AS
 EXPENDITURES REQUIRED TO PROVIDE AN ACCESSIBLE PATH OF
 TRAVEL MAY INCLUDE: (I) COSTS ASSOCIATED WITH PROVIDING
 AN ACCESSIBLE ENTRANCE AND AN ACCESSIBLE ROUTE TO THE
 ALTERED AREA; (II) COSTS ASSOCIATED WITH MAKING
 RESTROOMS ACCESSIBLE, SUCH AS INSTALLING GRAB BARS,
 ENLARGING TOILET STALLS, INSULATING PIPES, OR
 INSTALLING ACCESSIBLE FAUCET CONTROLS; (III) COSTS
 ASSOCIATED WITH PROVIDING ACCESSIBLE TELEPHONES, SUCH
 AS RELOCATING THE TELEPHONE TO AN ACCESSIBLE HEIGHT,
 INSTALLING AMPLIFICATION DEVICES, OR INSTALLING A TEXT
 TELEPHONE (TTY); (IV) COSTS ASSOCIATED WITH RELOCATING
 AN INACCESSIBLE DRINKING FOUNTAIN.
  
 28) 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.
  
 29) 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
 CONSTRUCTION SERVICES 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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