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Rev No 1 Status F Date 2016-02-08 Cont ID  
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2016-02-08 16:09:12BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7000 OKEECHOBEE BLVD. BLDG. # 1
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. FEB. 06/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING TYPE I, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) THE PERMIT APPLICATION VALUE OF $4,000,000.00
 DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES
 LIST THE VALUE AT: BUILDING TYPE: III B 73,112 SQ. FT.
 X $123.25/ SQ. FT.= $9,011,054.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 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.
  
 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
 THRESHOLD BUILDING BY STATE STATUTE, 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.
  
 2A) 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.
  
 2B) 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.
  
 2C) 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.
  
 2D) 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,
 A INTERVIEW MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
  
 2F) 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..
  
 2G)NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 3) PLEASE NOTE THE SITE ADDRESS HAS BEEN PROVIDED AS
 7000 OKEECHOBEE BLVD. PLEASE CONTACT THE CITY?S
 ADDRESSING SPECIALIST FOR ADDRESSING CONCERNS, EITHER
 STREET NAMES OR NUMERICAL ADDRESSES TO IDENTIFY EACH
 BUILDING. CITY MUNI CODE SEC.78-6 (1-7)
 (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE
 ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION
 OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR
 PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE
 READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR
 TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE
 ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE
 BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE
 HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE
 NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF
 NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,
 SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE
 CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS
 WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,
 INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A
 SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS
 SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL
 ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL
 ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE
 POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH
 A COMMON EXTERIOR ENTRANCE.
 (3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE
 RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL
 DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE
 DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE
 REQUIREMENTS OF THIS SECTION.
  
 CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
 INFORMATION TECHNOLOGY
 TEL: 561-494-1040
  
 4) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS
 COMPLIANCE WITH: 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.
  
 5A) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS A
 SURVEY. 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:
 107.3.5.1.1 BUILDING
 SURVEY / FLOOD ZONE
  
 6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
 OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
 RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
 INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
 R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
 GRADE PLANE.
  
 2014 FBC-ENERGY CODE C401.2. 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.
  
 7) INCOMPLETE PLANS. THE INDEX SHEET SHOWS FOR
 STRUCTURAL SHEETS S1-S5 ARE TO BE WITHIN THIS SET OF
 DOCUMENTS. ONLY SHEET S-BUILDING I-ESS WAS UPLOADED.
 THERE IS INSUFFICIENT INFORMATION TO DO A COMPLETE
 STRUCTURAL REVIEW.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION:
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS
 (8) STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOILS CONDITIONS/ ANALYSIS
 TERMITE PROTECTION
 WIND REQUIREMENTS/ MISSING ROOF PRESSURES
 BUILDING ENVELOPE
 WALL SYSTEMS
 ROOF SYSTEMS
 THRESHOLD INSPECTION PLANS
 STAIR SYSTEMS
 ELEVATOR, SHAFT WAY & PIT DESIGN
  
 8A) SHEET S-BUILDING I-ESS SHOWS THE WIND DESIGN
 PRESSURES AT 45 FEET ABOVE GRADE EXPOSURE C. A WIND
 LOAD CHART WAS PROVIDED FOR WALL ZONES 4 & 5. THE
 PRESSURES PROVIDED DO NOT STATE FOR HOW MANY SQUARE
 FEET THE CALCULATIONS WERE TAKEN FOR. PLEASE PROVIDE
 CALCULATIONS (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT.,
 50 SQ. FT. & 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA, WIND DESIGN PRESSURES.
  
 8B) NOTE THERE WASN?T A ROOF ZONE LAYOUT CHART FOR ROOF
 ZONES 1,2 AND 3 PROVIDED. . PLEASE PROVIDE CALCULATIONS
 (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND DESIGN DATA, WIND
 DESIGN PRESSURES.
  
 9A) MISSING FROM THE SUBMITTED DOCUMENT FILE WERE
 PRODUCT APPROVAL DOCUMENTS. EITHER THE DESIGNER OF
 RECORD OR CONTRACTOR CAN SUBMIT THE PRODUCT APPROVAL
 DOCUMENTS OR ELECT TO HAVE THESE DOCUMENTS BE
 CONSIDERED AS A DEFERRED SUBMITTAL. IF THEY PREFER THE
 PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS THEY MUST
 STATE SO IN THE RESPONSE NARRATIVE.
  
 9B) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 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
  
 9C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 9D) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIXE.
  
 9E) 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. IF SO RAS 117
 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
 OR ENGINEER.
  
 9F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF 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?
  
 10) THIS IS A GENERAL COMMENT THAT WILL PERTAIN TO ALL
 FLOORS. PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE
 WITH:
 10A) NOTE THIS NOTE APPLIES TO FLOORS 2-4 ONLY. FBC-B
 2014 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
  
 10B) THIS NOTE APPLIES TO WALLS ON ALL FLOORS. WALL
 TYPES FOUND ON SHEET A8.01, THE WALL TYPES DO NOT
 PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS IN
 ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 10C) TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2
 CONCEALED INSTALLATION.
 INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
 BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11) 1ST FLOOR/ SHEET A2.02.1:
 11A) COMMON CORRIDOR & BOTTOM RIGHT C-1. WALL TYPES NOT
 DEPICTED. IN SHEET A4.03 UNIT C,1 THE COMMON CORRIDOR
 TO THE RIGHT OF THE ENTRY DOOR IS IDENTIFIED WITH WALL
 TAG WALL TYPE (F). JUST TO THE LEFT OF THE ENTRY DOOR
 SHEET A2.02.1.1 INDICATES A ROOF DRAIN WALL TYPE IS NOT
 IDENTIFIED WITH A WALL TAG. ADDITIONAL INFORMATION
 REQUIRED FOR RATED WALL. 107.2.13. 2014 FBC-B 1018.1 &
 TABLE 1018.1. FOR THIS TYPE DETAIL THIS COMMENT WILL BE
 COMMON FOR ALL FLOORS.
  
 FOR THE 2 & 3 BEDROOM UNITS THERE IS A NOTE 11
 INDICATING THE RAIN LETTER BUT NO NOTATION AS TO WALL
 TYPE COMMON COMMENT TO ALL FLOORS.
  
 11B) THE COMMON CORRIDOR WALL (BLOCK WALL TYPE FOUND ON
 A8.01) THAT IS CALLED OUT IN ALL OF THE TENANT SUITES
 BUT THIS SHEET ONLY TELLS THE UL DESIGN NUMBER, THE
 COMPONENTS IN THE UL LISTING ARE NOT DEPICTED AS IN THE
 UL LISTING. THE OTHER ISSUE IS WITH THE UL LISTING FOR
 ALL BLOCK WALLS TO THE FLOOR/SLAB CEILING ASSEMBLY
 ABOVE, THE DECK TYPE IS UNKNOWN SINCE THE STRUCTURAL
 SHEETS WERE LEFT OUT FOR FLOOR SLABS 2-4 AND THE ROOF
 ASSEMBLY. HOW WILL COMPLIANCE WITH THE 2014 FBC-B 715.1
 GENERAL.
 JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED
 WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR
 ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST
 THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3. DEPENDING ON THE MAKE UP
 OF THE FLOOR AND ROOF ASSEMBLIES THERE MAY BE
 DISSIMILAR MATERIALS.
  
 11C) COMMON COMMENT FOR ALL FLOORS. THE COMMON WALL
 BETWEEN ALL TENANT SUITES IDENTIFIED AS WALL TYPE A IS
 A DRYWALL AND METAL STUD WALL LISTED AS UL # 465. THERE
 IS NO SUCH LISTING. THERE IS A UL U465 PLEASE CORRECT
 PLANS AND PROVIDE THE BACK UP DETAILS FOR THE INSPECTOR
 TO BE ABLE TO REFER TO THE DETAIL FOR THE REQUIRED MAKE
 UP OF THE SYSTEM. NOTE UL DOES NOT PROVIDE A STC RATING
 OF THE WALL. SINCE THIS WILL BE A WALL ASSEMBLY WITH
 DISSIMILAR MATERIALS TO THE FLOOR CEILING AND ROOF DECK
 ASSEMBLY HOW WILL THE FIRE RATING BE MAINTAINED IN
 ACCORDANCE WITH 2014 FBC-B 715.1 JOINTS INSTALLED IN OR
 BETWEEN FIRE-RESISTANCE RATED WALLS, FLOOR OR
 FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING
 ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED
 FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
 PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3.
 715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS
 SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
 EITHER ASTM E 1966 OR UL 2079.
 11D) THE PRIVATE INDIVIDUAL GARAGES ONLY SHOW AN
 OVERHEAD GARAGE DOOR AS A MEANS OF EGRESS. THE
 EXCEPTION 1 OF 1008.1.2 DOES ALLOW FOR THE USE OF OTHER
 THAN A SWING TYPE DOOR WHEN THE OCCUPANT LOAD IS LESS
 THAN 10.
 11E) THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 11F)(1) 2014 FBC-B 420.5 SMOKE DETECTION AND FIRE ALARM
 SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE
 PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES IN
 ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9,
 RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS
 SHALL BE IN ACCORDANCE WITH SECTION 907.2.11.
 907.2.9 GROUP R-2. FIRE ALARM SYSTEMS AND SMOKE ALARMS
 SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES AS REQUIRED
 IN SECTIONS 907.2.9.1 THROUGH 907.2.9.3.
 11F)(2) 907.2.11.2 GROUPS R-2. 907.2.11.SINGLE- OR
 MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED AND
 MAINTAINED IN GROUPS R-2, R-3, R-4 AND I-1 REGARDLESS
 OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS:
 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
 SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
 2. IN EACH ROOM USED FOR SLEEPING PURPOSES.
  
 11G) THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY
 SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
 ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR
 APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
 FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
 AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
 CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
 ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH
 OTHER LOCATIONS AS REQUIRED BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
 11H)(1) THE PLANS INDICATE THIS IS A 4 STORY BUILDING
 WITH A TRAVEL DISTANCE OF 40 FEET. THIS INVOKES THE
 AMBULANCE STRETCHER REQUIREMENTS FOUND IN FBC-B 3002.4.
 PLEASE DEPICT COMPLIANCE WITH THIS CODE SECTION:
 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 (7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE
 PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING
 OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL
 FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
 ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
 INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS
 THAN 5-INCH (127 MM) RADIUS CORNERS?
 11H)(2) 3004.2.4 REQUIRED STAR OF LIFE SYMBOL, SHALL BE
 IN THE HORIZONTAL, OPEN POSITION AND SHALL BE
 IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY
 MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT
 BE LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE
 PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.
 11H)(3) 3002.3 EMERGENCY SIGNS. IN APPROVED PICTORIAL
 SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT
 TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING
 OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE
 ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE
 OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS
 11I) PLEASE PROVIDE CODE COMPLIANCE WITH: FBC-B
 3011.1(1-3) ELECTROLYSIS PROTECTION FOR UNDERGROUND
 HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY INSTALLED
 UNDERGROUND HYDRAULIC PRESSURE CYLINDERS SHALL BE
 ENCASED IN OUTER PLASTIC CONTAINMENT TO MINIMIZE
 ELECTROLYTIC CORROSION BETWEEN THE METAL CYLINDER AND
 GROUND CATHODE.
 11J) THE BLOCK WALL TYPE SURROUNDING THE ELEVATOR
 HOISTWAY AND TRASH ROOM DO NOT HAVE WALL IDENTIFICATION
 TAGS FOR EITHER A 2 HOUR REQUIRED WALL IN THE ELEVATOR
 SHAFT (3002.1 HOISTWAY ENCLOSURE PROTECTION) NOR THE 1
 HOUR RATED WALL FOR THE TRASH ROOM TABLE 509.
 11K) THERE IS A NOTE ON THE PLANS STONE VENEER BY
 CULTURED STONE LEDGE STONE VENEER TYPE. SHEET
 A8.08.PAGE 8 OF THE MANUFACTURERS BROCHURE INDICATES
 BUILDING CODE REQUIREMENTS VARY FROM AREA TO AREA.
 CHECK WITH LOCAL AUTHORITIES FOR BUILDING CODE
 REQUIREMENTS IN YOUR AREA. THIS PRODUCT HAS CODE
 COMPLIANCE EVALUATION AND LISTING, TEST ICC-ESESR-1364.
 PLEASE SUBMIT REPORT TO VERIFY COMPLIANCE WITH EITHER
 1405.7 STONE VENEERS/ ANCHORED OR 1405.10 ADHERED
 MASONRY VENEERS.
 11L) THERE ARE NO WALL SECTION DETAILS OF THE CULTURED
 STONE LEDGE STONE VENEER IN RELATION TO THE FOUNDATION
 AND COMPLIANCE WITH: 2014 FBC-B 1405.10.1.3 CLEARANCES.
 ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE
 INSTALLED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE
 EARTH, OR A MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED
 AREAS, OR A MINIMUM OF 1/2 INCH (12 MM) ABOVE EXTERIOR
 WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME
 FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.
 12) SHEET A3.02 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR
 THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH
 FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR
 OPENNESS.
 2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS
 AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF
 EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE
 SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF
 AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND
 THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED
 OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES
 (1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL.
 CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED
 FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS
 CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE.
 13) SHEETS A8.01 DETAILS 1 & 2 SHOW A ALFOIL (R 4.1)
 WALL INSULATION WHERE AS A8.02 DETAIL 6 & 8
 SHOWS WALL INSULATION WITH A (R 5.1) VALUE, IS THIS A
 DISCREPANCY? WALL INSULATION WILL NEED TO MEET THE
 VALUES IN THE ENERGY EFFICIENCY RATINGS GIVEN IN THE
 ENERGY SUBMITTAL.
  
 14) SHEET A8.03:
 14A) DETAIL # 2 SHOWS A SUB-BUCK THAT IS SHORT ON THE
 INTERIOR SIDE. FBC-B UNLESS OTHERWISE TESTED, BUCKS
 SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR
 DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS
 PROVIDED.
  
 14B) DETAIL #2 IS A WINDOW SILL DETAIL, PLEASE PROVIDE
 COMPLIANCE WITH FBC-B 1405.4 FLASHING SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
 ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
 WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
 ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
 PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.
  
 14C) DETAIL # 10 IS FOR A HANDRAIL ATTACHMENT TO WALL
 AND SHOWS A CLEAR SPACE BETWEEN THE HANDRAIL OF 2 ?
 INCHES. THE 2014 FBC-B 102.7 CLEARANCES INDICATES A 1 ?
 INCHES BETWEEN THE WALL AND HANDRAIL.
  
 15) SHEET A8.02 DETAIL # 11 SHOWS A SLIDING GLASS DOOR
 WITH A ? INCH HIGH TRACK SYSTEM. PLEASE NOTE THAT
 WITHIN THE PRODUCT APPROVALS FOR SLIDING GLASS DOORS
 THERE ARE NOTES THAT A TRACK WITH A ? INCH HEIGHT IS
 NOT WATER RESISTANT THIS NOTE IS ON ALL SLIDING GLASS
 DOOR APPROVALS.
  
 16) SHEET A4.01: UNIT A.1
  
 16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 17) SHEET A4.02: UNIT B.1
 17A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 17B) UNIT B1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 18) SHEET A4.03: UNIT C.1
 18A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 18B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 19) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-08-25 Cont ID  
Sent By jwitmer Date 2016-08-25 Time 09:27 Rev Time 0.00
Received By jwitmer Date 2016-08-24 Time 06:02 Sent To  
Notes
2016-08-25 09:27:34BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7140 OKEECHOBEE BLVD. BLDG. # 3/ BLDG. TYPE: I
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 3RD REVIEW
 DATE: THUS. AUGUST 25 /2016
 ACTION: BUILDING PROVISO
  
 NOTE: THIS REVIEW IS FOR BUILDING# 3. BUILDING TYPE I,
 NOT FOR THE SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 PLEASE NOTE : THE BUILDING OFFICIAL HAS AGREED TO THE
 BUILDING EVALUATION COST SUBMITTED TO HIM. THE 4
 SUB-PERMITS THAT ARE A NO COST IF THEY CAME IN AT THE
 TIME OF THE PRIME PERMIT ARE MECHANICAL, ELECTRICAL,
 PLUMBING & ROOFING. IF THEY COME IN AFTER THE PRIME
 PERMIT WAS CREATED THEY ARE A $80.00 SUB-PERMIT, THE
 $80.00 IS A ADMINISTRATIVE FEE.
 THE VALUE OF THE SUB-PERMITS WHERE THE VALUE OF THE
 PERMIT IS NOT COVERED UNDER THE PRIME PERMIT NEED TO BE
 DEDUCTED FROM THE $4,000,000.00 STATED. THESE PERMIT
 INCLUDE, FIRE SPRINKLERS, FIRE ALARMS, ALL LOW VOLTAGE
 PERMITS. THIS VALUE WILL NEED TO BE DECLARED SO WE CAN
 REDUCE THE OVER ALL BUILDING VALUE SO WE DO NOT CHARGE
 YOU TWICE FOR ASSOCIATED PERMIT FEES.
  
 PLEASE NOTE ALL OTHER PERMITS NOT ASSOCIATED WITH THE
 BUILDING ARE CONSIDERED PROJECT COST AND WILL BE
 PERMITED SEPARATELY. SITE CLEARING, DEMOLITION OF
 STRUCTURES, UNDER GROUND UTITIES, PAVING, SEAL COATING
 & STRIPING, SIDEWALKS, IRRIGATION, LANDSCAPE, POOLS,
 POOL DECK IF NOT INCLUDED IN THE POOL CONTRACT,
 FENCING, OUT BUILDINGS, SIGNAGE ETC?
  
 1) BUILDING PROVISO: SHORING & RESHORING PLANS TO BE
 SUBMITTED AS A DEFERRED SUBMITTAL, TO BE REVIEWED BY
 THE ENGINEER OF RECORD, APPROVED BEFORE SUBMITTAL TO
 THE BUILDING DEPARTMENT.
  
 2A-2E) BUILDING PROVISO: PRODUCT APPROVALS TO BE
 DEFERRED SUBMITTALS.
  
 2B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 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
  
 2C) DEFERRED. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 2D) DEFERRED. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING .
  
 2E) DEFERRED. 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. IF SO
 RAS 117 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA
 ARCHITECT OR ENGINEER.
 2F) COMPLIED. A/C STANDS.
  
 3) BUILDING PROVISO/ DEFERRED SUBMITTAL:
  
 3A) DEFERRED SUBMITTAL. NOTE THIS NOTE APPLIES TO
 FLOORS 2-4 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE
 SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
 OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 3B) DEFERRED SUBMITTAL . THIS NOTE APPLIES TO WALLS AS
 WELL AS FLOORS!!! ON ALL FLOORS. WALL TYPES FOUND ON
 SHEET A8.01, THE WALL TYPES DO NOT PROVIDE THE REQUIRED
 STC RATING NOR TEST RESULTS IN ACCORDANCE WITH: FBC-B
 2014 1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
 FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
 EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
 SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
 IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90.
  
 3C) DEFERRED SUBMITTAL. THIS IS A VERY RESTRICTIVE
 REQUIREMENT!!!!!! TYPE III-TYPE V CONSTRUCTION:
 FBC-B-2014 720.2 CONCEALED INSTALLATION. INSULATING
 MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF
 ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD
 INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX
 OF NOT MORE THAN 450.
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 4E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
 E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) PROVISO: THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-07-19 Cont ID  
Sent By   Date 2016-07-19 Time 09:00 Rev Time 0.00
Received By   Date 2016-07-19 Time 07:00 Sent To  
Notes
2016-07-19 09:33:27BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7140 OKEECHOBEE BLVD. BLDG. # 3/ BLDG. TYPE: I
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 3RD REVIEW
 DATE: MON. JULY 19/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING# 3. BUILDING TYPE I,
 NOT FOR THE SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) IN REVIEW BY BUILDING OFFICIAL. THE PERMIT
 APPLICATION VALUE OF $4,000,000.00 DOLLARS IS LOW. THE
 AUGUST 2015 ICC VALUATION TABLES LIST THE VALUE AT:
 BUILDING TYPE: III B 73,112 SQ. FT. X $123.25/ SQ. FT.=
 $9,011,054.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION. 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.
  
 2) COMPLIED. THRESHOLD BUILDING.
  
 2F) INFORMATIONAL. 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.
  
 2G)NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 3-5)COMPLIED.
  
 6) SEMI-COMPLIED. ENERGY CALCULATIONS WERE SUBMITTED
 DIGITALLY. PLEASE NOTE THAT THEY DO NOT HAVE AN
 ELECTRONIC SIGNATURE. IF THE DESIGNER DOES NOT SIGN
 THEM ELECTRONICALLY, PLEASE SUBMIT AN ORIGINAL SIGNED
 AND SEALED SET OF CALCULATIONS, THEY THEN WILL BE FILED
 WITH THE OTHER PAPER DOCUMENTS FOR THIS PERMIT.
  
 7) BUILDING PROVISO: SHORING & RESHORING PLANS TO BE
 SUBMITTED AS A DEFERRED SUBMITTAL, TO BE REVIEWED BY
 THE ENGINEER OF RECORD, APPROVED BEFORE SUBMITTAL TO
 THE BUILDING DEPARTMENT.
  
 8) COMPLIED.
  
 9A-9E) BUILDING PROVISO: PRODUCT APPROVALS TO BE
 DEFERRED SUBMITTALS.
  
 9B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 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
  
 9C) DEFERRED. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 9D) DEFERRED. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING .
  
 9E) DEFERRED. 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. IF SO
 RAS 117 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA
 ARCHITECT OR ENGINEER.
 9F) COMPLIED. A/C STANDS.
  
 10) BUILDING PROVISO/ DEFERRED SUBMITTAL:
  
 10A) DEFERRED SUBMITTAL. NOTE THIS NOTE APPLIES TO
 FLOORS 2-4 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE
 SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
 OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 10B) DEFERRED SUBMITTAL . THIS NOTE APPLIES TO WALLS AS
 WELL AS FLOORS!!! ON ALL FLOORS. WALL TYPES FOUND ON
 SHEET A8.01, THE WALL TYPES DO NOT PROVIDE THE REQUIRED
 STC RATING NOR TEST RESULTS IN ACCORDANCE WITH: FBC-B
 2014 1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
 FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
 EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
 SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
 IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90.
  
 10C) DEFERRED SUBMITTAL. THIS IS A VERY RESTICTIVE
 REQUIREMENT!!!!!! TYPE III-TYPE V CONSTRUCTION:
 FBC-B-2014 720.2 CONCEALED INSTALLATION. INSULATING
 MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF
 ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD
 INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX
 OF NOT MORE THAN 450.
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11A-D) COMPLIED.
  
 11E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
 E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F-I) COMPLIED.
  
 12-14) COMPLIED.
  
 15) PROVISO: THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 16-18) COMPLIED.
  
 19) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20) PLEASE NOTE NONE OF THE STRUCTURAL SHEETS HAVE
 ELECTRONIC SIGNATURES. 61G15-23.005 PROCEDURES FOR
 SIGNING AND SEALING ELECTRONICALLY TRANSMITTED PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 21) 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-04-18 Cont ID  
Sent By jwitmer Date 2016-04-18 Time   Rev Time 0.00
Received By jwitmer Date 2016-04-18 Time   Sent To  
Notes
2016-04-18 16:39:35BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7140 OKEECHOBEE BLVD. BLDG. # 3/ BLDG. TYPE: I
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: MON. APRIL 18/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING# 3. BUILDING TYPE I,
 NOT FOR THE SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) 2ND REQUEST. THE PERMIT APPLICATION VALUE OF
 $4,000,000.00 DOLLARS IS LOW. THE AUGUST 2015 ICC
 VALUATION TABLES LIST THE VALUE AT: BUILDING TYPE: III
 B 73,112 SQ. FT. X $123.25/ SQ. FT.= $9,011,054.00
 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 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.
  
 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
 THRESHOLD BUILDING BY STATE STATUTE, 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.
  
 2A) 2ND REQUEST. 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.
  
 2B) 2ND REQUEST. 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.
  
 2C) COMPLIED. THRESHOLD BLDG., REQUIRED STATEMENT:
 W.P.B. AMENDMENT 110.3.7.4.4/ 633 FLORIDA STATUTE.
  
 2D) 2ND REQUEST. 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, A INTERVIEW MAYBE SCHEDULED. UNDER
 NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED FOR
 WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
  
 2F) INFORMATIONAL. 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..
  
 2G)NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 3)COMPLIED.
  
 4) 2ND REQUEST. MISSING FROM THE SUPPORTING DOCUMENT
 FOLDER IS COMPLIANCE WITH: 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.
  
 5) 2ND REQUEST. MISSING FROM THE SUPPORTING DOCUMENT
 FOLDER IS A SURVEY. 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:
 107.3.5.1.1 BUILDING
 SURVEY / FLOOD ZONE
  
 6) 2ND REQUEST, NO ENERGY CALCS. UNDER THE 2014 ENERGY
 CODE THIS 4 STORY/ R2 OCCUPANCY IS CONSIDERED A
 COMMERCIAL BUILDING.
 RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
 INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
 R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
 GRADE PLANE.
  
 2014 FBC-ENERGY CODE C401.2. 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.
  
 7) SEMI-COMPLIED. STRUCTURAL PLANS WERE SUBMITTED. THE
 INDEX SHEET SHOWS FOR STRUCTURAL SHEETS S1-S5 ARE TO BE
 WITHIN THIS SET OF DOCUMENTS.
 NO STRUCTURAL INSPECTION PLAN, NO SHORING AND RE-SHORE
 PLANS.
 8A) SHEET S-5 V1 DOES INDICATE BOTH WALL ZONES 4 & 5
 THE NEGATIVE PRESSURES ARE LOW FOR A FLAT ROOFED
 BUILDING AT 45 FEET ELEVATION, EXPOSURE C. 2014 FBC-B
 1603.1.4 WIND DESIGN DATA, WIND DESIGN PRESSURES.
  
 8B) SHEET S-5 V1. THIS SHEET THE ROOF PRESSURES ARE LOW
 FOR THE FLAT ROOF , EXPOSURE C @ 45 FEET ELEVATION.
 PLEASE NOTE A SECOND SET OF ROOF PRESSURES WILL ALSO BE
 REQUIRED FOR THE ROOF SLOPE OF 5:12.
  
 9A-9E) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION 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.
  
  
 9B) DEFERRED SUBMITTALS: COMPONENTS & CLADDING. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 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
  
  
 9C) DEFERRED. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 9D) DEFERRED. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIXE.
  
 9E) DEFERRED. 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. IF SO
 RAS 117 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA
 ARCHITECT OR ENGINEER.
  
 9F) COMPLIED. A/C STANDS.
  
 10) 2ND REQUEST. THIS IS A GENERAL COMMENT THAT WILL
 PERTAIN TO ALL FLOORS. PLEASE PROVIDE TEST REPORTS
 SHOWING COMPLIANCE WITH:
 10A) 2ND REQUEST. NOTE THIS NOTE APPLIES TO FLOORS 2-4
 ONLY. FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 10B) 2ND REQUEST. THIS NOTE APPLIES TO WALLS AS WELL AS
 FLOORS!!! ON ALL FLOORS. WALL TYPES FOUND ON SHEET
 A8.01, THE WALL TYPES DO NOT PROVIDE THE REQUIRED STC
 RATING NOR TEST RESULTS IN ACCORDANCE WITH: FBC-B 2014
 1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
 FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
 EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
 SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
 IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90.
  
 10C) 2ND REQUEST. THIS IS A VERY RESTICTIVE
 REQUIREMENT!!!!!! TYPE III-TYPE V CONSTRUCTION:
 FBC-B-2014 720.2 CONCEALED INSTALLATION. INSULATING
 MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF
 ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD
 INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX
 OF NOT MORE THAN 450.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11)2ND REQUEST 1ST FLOOR/ SHEET A2.02.1 & A401, A402 &
 A403:
  
 11A) 2ND REQUEST, PLEASE SHOW THE WALL TAG D AS
 INDICATED IN YOUR RESPONSE. COMMON CORRIDOR & BOTTOM
 RIGHT C-1. WALL TYPES NOT DEPICTED. IN SHEET A4.03 UNIT
 C,1 THE COMMON CORRIDOR TO THE RIGHT OF THE ENTRY DOOR
 IS IDENTIFIED WITH WALL TAG WALL TYPE (F). JUST TO THE
 LEFT OF THE ENTRY DOOR SHEET A2.02.1.1 INDICATES A ROOF
 DRAIN WALL TYPE IS NOT IDENTIFIED WITH A WALL TAG.
 ADDITIONAL INFORMATION REQUIRED FOR RATED WALL.
 107.2.13. 2014 FBC-B 1018.1 & TABLE 1018.1. FOR THIS
 TYPE DETAIL THIS COMMENT WILL BE COMMON FOR ALL FLOORS.
  
 FOR THE 2 & 3 BEDROOM UNITS THERE IS A NOTE 11
 INDICATING THE RAIN LETTER BUT NO NOTATION AS TO WALL
 TYPE COMMON COMMENT TO ALL FLOORS.
  
 11B) COMPLIED. STRUCTURAL SHEETS LOADED THIS REVIEW
  
 11C) COMPLIED.
 11D) COMPLIED.
  
 11E) PROVISO: THE GARAGES ALL SHOW ON SHEET E1.01 &
 E5.01 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
  
 11F) SEMI-COMPLIED. SHEET E-403 DOES NOT INDICATE THE
 SLEEPING ROOMS!!!2014 FBC-B 420.5 SMOKE DETECTION AND
 FIRE ALARM SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS
 SHALL BE PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES
 IN ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND
 907.2.9, RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE
 ALARMS SHALL BE IN ACCORDANCE WITH SECTION 907.2.11.
  
 11G) SEMI-COMPLIED. SHEET E-403 DOES NOT INDICATE THE
 SLEEPING ROOMS. THIS COMMENT COMMON TO ALL FLOORS.
 PLEASE NOTE WITHIN THIS SET OFF DOCUMENTS THERE ARE NO
 LIFE SAFETY SHEETS TO REVIEW. 2014 FBC-B 908.7 CARBON
 MONOXIDE PROTECTION. EVERY SEPARATE FOR WHICH A PERMIT
 FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL-FUEL
 BURNING HEATER OR APPLIANCE, A FIREPLACE, AN ATTACHED
 GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT
 EMITS CARBON MONOXIDE AS A BYPRODUCT OF COMBUSTION
 SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM
 INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
 PURPOSES IN THE NEW AT SUCH OTHER LOCATIONS AS REQUIRED
 BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
  
 11H) COMPLIED.
 11I-11L) COMPLIED.
  
 12) 2ND REQUEST. SEMI-COMPLIED. PLEASE REVIEW SHEET
 A3.01 THE RIGHT SIDE STAIRWELL ON THE FRONT ELEVATION
 SHOWS THE NEW 35 SQ. FOOT OPENING BUT NOT THE LEFT SIDE
 OF THE BUILDING.
 SHEET A3.02 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR
 THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH
 FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR
 OPENNESS.
 2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS
 AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF
 EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE
 SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF
 AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND
 THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED
 OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES
 (1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL.
 CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED
 FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS
 CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE.
  
 13) COMPLIED
  
 14) COMPLIED. SHEET A8.03:
  
 15) PROVISO: THE HEIGHT OF THE SLIDING GLASS DOOR SILL
 WILL BE DETERMINED BY THE SLIDING GLASS DOOR PRODUCT
 APPROVAL AND ASSOCIATED PRESSURES. SHEET A8.02 .
  
 16) SHEET A4.01: UNIT A.1
  
 16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 17-18) COMPLIED
  
 19) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20) PLEASE NOTE FOR ELECTRONIC PLAN REVIEW PEDDS
 DOCUMENTS ARE NO LONGER BEING APPROVED SINCE THE
 FLORIDA DEPARTMENT OF TRANSPORTATION NO LONGER HAS IT
 AVAILABLE. THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
 SHEETS SHOW COMPLIANCE WITH THE FLORIDA ADMINISTRATIVE
 CODE:
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
 (2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
 SIGNATURE TO SEAL ENGINEERING WORK SHALL HAVE THEIR
 IDENTITY AUTHENTICATED BY A CERTIFICATION AUTHORITY AND
 SHALL ASSURE THAT THE DIGITAL SIGNATURE IS:
 (A) UNIQUE TO THE PERSON USING IT;
 (B) CAPABLE OF VERIFICATION;
 (C) UNDER THE SOLE CONTROL OF THE PERSON USING IT;
 (D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
 ELECTRONIC SIGNATURE IS INVALIDATED IF ANY DATA IN THE
 DOCUMENT ARE CHANGED.
 NOTE: SOILS REPORTS AS WELL AS ENERGY CALCULATIONS IF
 THEY ARE NOT SUBMITTED WITH AN ELECTRONIC SIGNATURE
 WILL REQUIRE PAPER DOCUMENTS WITH WET SEAL AND ORIGINAL
 SIGNATURE, NOT PHOTOCOPIES.
  
 21) 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-02-08 Cont ID  
Sent By   Date 2016-02-08 Time   Rev Time 0.00
Received By jwitmer Date 2016-02-06 Time 06:57 Sent To  
Notes
2016-02-11 08:06:21BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7000 OKEECHOBEE BLVD. BLDG. # 1
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. FEB. 06/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING TYPE I, NOT FOR THE
 SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 1) THE PERMIT APPLICATION VALUE OF $4,000,000.00
 DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES
 LIST THE VALUE AT: BUILDING TYPE: III B 73,112 SQ. FT.
 X $123.25/ SQ. FT.= $9,011,054.00 DOLLARS.
 NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND
 IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00
 SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE
 BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS.
 PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE
 BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE
 VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL
 VALUATION OF THE BUILDING PERMIT.
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 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.
  
 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A
 THRESHOLD BUILDING BY STATE STATUTE, 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.
  
 2A) 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.
  
 2B) COMPLIED/ MAY 02/16. 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.
  
 2C) 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.
  
 2D) COMPLIED/ MAY 02/16.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, A INTERVIEW MAYBE SCHEDULED.
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
 2E) COMPLIED/ MAY 02/ 16. THE CONTRACTOR WILL PRODUCE A
 JOB SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
  
 2F) 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..
  
 2G)NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 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.
  
 3) PLEASE NOTE THE SITE ADDRESS HAS BEEN PROVIDED AS
 7000 OKEECHOBEE BLVD. PLEASE CONTACT THE CITY?S
 ADDRESSING SPECIALIST FOR ADDRESSING CONCERNS, EITHER
 STREET NAMES OR NUMERICAL ADDRESSES TO IDENTIFY EACH
 BUILDING. CITY MUNI CODE SEC.78-6 (1-7)
 (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE
 ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION
 OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR
 PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE
 READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR
 TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE
 ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE
 BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE
 HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE
 NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF
 NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,
 SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE
 CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS
 WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,
 INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A
 SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS
 SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL
 ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL
 ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE
 POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH
 A COMMON EXTERIOR ENTRANCE.
 (3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE
 RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL
 DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE
 DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE
 REQUIREMENTS OF THIS SECTION.
  
 CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
 INFORMATION TECHNOLOGY
 TEL: 561-494-1040
  
 4) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS
 COMPLIANCE WITH: 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.
  
 5) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS A
 SURVEY. 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:
 107.3.5.1.1 BUILDING
 SURVEY / FLOOD ZONE
  
 6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2
 OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING.
 RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE,
 INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND
 R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE
 GRADE PLANE.
  
 2014 FBC-ENERGY CODE C401.2. 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.
  
 7) INCOMPLETE PLANS. THE INDEX SHEET SHOWS FOR
 STRUCTURAL SHEETS S1-S5 ARE TO BE WITHIN THIS SET OF
 DOCUMENTS. ONLY SHEET S-BUILDING I-ESS WAS UPLOADED.
 THERE IS INSUFFICIENT INFORMATION TO DO A COMPLETE
 STRUCTURAL REVIEW.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION:
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS
 (8) STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOILS CONDITIONS/ ANALYSIS
 TERMITE PROTECTION
 WIND REQUIREMENTS/ MISSING ROOF PRESSURES
 BUILDING ENVELOPE
 WALL SYSTEMS
 ROOF SYSTEMS
 THRESHOLD INSPECTION PLANS
 STAIR SYSTEMS
 ELEVATOR, SHAFT WAY & PIT DESIGN
  
 8A) SHEET S-BUILDING I-ESS SHOWS THE WIND DESIGN
 PRESSURES AT 45 FEET ABOVE GRADE EXPOSURE C. A WIND
 LOAD CHART WAS PROVIDED FOR WALL ZONES 4 & 5. THE
 PRESSURES PROVIDED DO NOT STATE FOR HOW MANY SQUARE
 FEET THE CALCULATIONS WERE TAKEN FOR. PLEASE PROVIDE
 CALCULATIONS (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT.,
 50 SQ. FT. & 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA, WIND DESIGN PRESSURES.
  
 8B) NOTE THERE WASN?T A ROOF ZONE LAYOUT CHART FOR ROOF
 ZONES 1,2 AND 3 PROVIDED. . PLEASE PROVIDE CALCULATIONS
 (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. &
 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND DESIGN DATA, WIND
 DESIGN PRESSURES.
  
 9A) MISSING FROM THE SUBMITTED DOCUMENT FILE WERE
 PRODUCT APPROVAL DOCUMENTS. EITHER THE DESIGNER OF
 RECORD OR CONTRACTOR CAN SUBMIT THE PRODUCT APPROVAL
 DOCUMENTS OR ELECT TO HAVE THESE DOCUMENTS BE
 CONSIDERED AS A DEFERRED SUBMITTAL. IF THEY PREFER THE
 PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS THEY MUST
 STATE SO IN THE RESPONSE NARRATIVE.
  
 9B) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS 7 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
  
 9C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 9D) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIXE.
  
 9E) 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. IF SO RAS 117
 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
 OR ENGINEER.
  
 9F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF 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?
  
 10) THIS IS A GENERAL COMMENT THAT WILL PERTAIN TO ALL
 FLOORS. PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE
 WITH:
 10A) NOTE THIS NOTE APPLIES TO FLOORS 2-4 ONLY. FBC-B
 2014 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
  
 10B) THIS NOTE APPLIES TO WALLS ON ALL FLOORS. WALL
 TYPES FOUND ON SHEET A8.01, THE WALL TYPES DO NOT
 PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS IN
 ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 10C) TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2
 CONCEALED INSTALLATION.
 INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN
 BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A
 FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 11) 1ST FLOOR/ SHEET A2.02.1:
 11A) COMMON CORRIDOR & BOTTOM RIGHT C-1. WALL TYPES NOT
 DEPICTED. IN SHEET A4.03 UNIT C,1 THE COMMON CORRIDOR
 TO THE RIGHT OF THE ENTRY DOOR IS IDENTIFIED WITH WALL
 TAG WALL TYPE (F). JUST TO THE LEFT OF THE ENTRY DOOR
 SHEET A2.02.1.1 INDICATES A ROOF DRAIN WALL TYPE IS NOT
 IDENTIFIED WITH A WALL TAG. ADDITIONAL INFORMATION
 REQUIRED FOR RATED WALL. 107.2.13. 2014 FBC-B 1018.1 &
 TABLE 1018.1. FOR THIS TYPE DETAIL THIS COMMENT WILL BE
 COMMON FOR ALL FLOORS.
  
 FOR THE 2 & 3 BEDROOM UNITS THERE IS A NOTE 11
 INDICATING THE RAIN LETTER BUT NO NOTATION AS TO WALL
 TYPE COMMON COMMENT TO ALL FLOORS.
  
 11B) THE COMMON CORRIDOR WALL (BLOCK WALL TYPE FOUND ON
 A8.01) THAT IS CALLED OUT IN ALL OF THE TENANT SUITES
 BUT THIS SHEET ONLY TELLS THE UL DESIGN NUMBER, THE
 COMPONENTS IN THE UL LISTING ARE NOT DEPICTED AS IN THE
 UL LISTING. THE OTHER ISSUE IS WITH THE UL LISTING FOR
 ALL BLOCK WALLS TO THE FLOOR/SLAB CEILING ASSEMBLY
 ABOVE, THE DECK TYPE IS UNKNOWN SINCE THE STRUCTURAL
 SHEETS WERE LEFT OUT FOR FLOOR SLABS 2-4 AND THE ROOF
 ASSEMBLY. HOW WILL COMPLIANCE WITH THE 2014 FBC-B 715.1
 GENERAL.
 JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED
 WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR
 ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST
 THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3. DEPENDING ON THE MAKE UP
 OF THE FLOOR AND ROOF ASSEMBLIES THERE MAY BE
 DISSIMILAR MATERIALS.
  
 11C) COMMON COMMENT FOR ALL FLOORS. THE COMMON WALL
 BETWEEN ALL TENANT SUITES IDENTIFIED AS WALL TYPE A IS
 A DRYWALL AND METAL STUD WALL LISTED AS UL # 465. THERE
 IS NO SUCH LISTING. THERE IS A UL U465 PLEASE CORRECT
 PLANS AND PROVIDE THE BACK UP DETAILS FOR THE INSPECTOR
 TO BE ABLE TO REFER TO THE DETAIL FOR THE REQUIRED MAKE
 UP OF THE SYSTEM. NOTE UL DOES NOT PROVIDE A STC RATING
 OF THE WALL. SINCE THIS WILL BE A WALL ASSEMBLY WITH
 DISSIMILAR MATERIALS TO THE FLOOR CEILING AND ROOF DECK
 ASSEMBLY HOW WILL THE FIRE RATING BE MAINTAINED IN
 ACCORDANCE WITH 2014 FBC-B 715.1 JOINTS INSTALLED IN OR
 BETWEEN FIRE-RESISTANCE RATED WALLS, FLOOR OR
 FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING
 ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED
 FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
 PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 715.3.
 715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS
 SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
 EITHER ASTM E 1966 OR UL 2079.
 11D) THE PRIVATE INDIVIDUAL GARAGES ONLY SHOW AN
 OVERHEAD GARAGE DOOR AS A MEANS OF EGRESS. THE
 EXCEPTION 1 OF 1008.1.2 DOES ALLOW FOR THE USE OF OTHER
 THAN A SWING TYPE DOOR WHEN THE OCCUPANT LOAD IS LESS
 THAN 10.
 11E) THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01
 CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5
 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR
 OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE
 WITH UL 325. IF THERE IS A POWER FAILURE OR A
 MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS
 HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 11F)(1) 2014 FBC-B 420.5 SMOKE DETECTION AND FIRE ALARM
 SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE
 PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES IN
 ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9,
 RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS
 SHALL BE IN ACCORDANCE WITH SECTION 907.2.11.
 907.2.9 GROUP R-2. FIRE ALARM SYSTEMS AND SMOKE ALARMS
 SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES AS REQUIRED
 IN SECTIONS 907.2.9.1 THROUGH 907.2.9.3.
 11F)(2) 907.2.11.2 GROUPS R-2. 907.2.11.SINGLE- OR
 MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED AND
 MAINTAINED IN GROUPS R-2, R-3, R-4 AND I-1 REGARDLESS
 OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS:
 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
 SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
 2. IN EACH ROOM USED FOR SLEEPING PURPOSES.
  
 11G) THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE
 WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY
 SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE
 ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE
 BUILDING CODE REQUIREMENTS.
 2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY
 SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
 ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR
 APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
 FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
 AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
 CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
 ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH
 OTHER LOCATIONS AS REQUIRED BY THIS CODE.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
 11H)(1) THE PLANS INDICATE THIS IS A 4 STORY BUILDING
 WITH A TRAVEL DISTANCE OF 40 FEET. THIS INVOKES THE
 AMBULANCE STRETCHER REQUIREMENTS FOUND IN FBC-B 3002.4.
 PLEASE DEPICT COMPLIANCE WITH THIS CODE SECTION:
 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 (7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE
 PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING
 OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL
 FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
 ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
 INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS
 THAN 5-INCH (127 MM) RADIUS CORNERS?
 11H)(2) 3004.2.4 REQUIRED STAR OF LIFE SYMBOL, SHALL BE
 IN THE HORIZONTAL, OPEN POSITION AND SHALL BE
 IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY
 MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT
 BE LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE
 PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.
 11H)(3) 3002.3 EMERGENCY SIGNS. IN APPROVED PICTORIAL
 SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT
 TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING
 OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE
 ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE
 OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS
 11I) PLEASE PROVIDE CODE COMPLIANCE WITH: FBC-B
 3011.1(1-3) ELECTROLYSIS PROTECTION FOR UNDERGROUND
 HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY INSTALLED
 UNDERGROUND HYDRAULIC PRESSURE CYLINDERS SHALL BE
 ENCASED IN OUTER PLASTIC CONTAINMENT TO MINIMIZE
 ELECTROLYTIC CORROSION BETWEEN THE METAL CYLINDER AND
 GROUND CATHODE.
 11J) THE BLOCK WALL TYPE SURROUNDING THE ELEVATOR
 HOISTWAY AND TRASH ROOM DO NOT HAVE WALL IDENTIFICATION
 TAGS FOR EITHER A 2 HOUR REQUIRED WALL IN THE ELEVATOR
 SHAFT (3002.1 HOISTWAY ENCLOSURE PROTECTION) NOR THE 1
 HOUR RATED WALL FOR THE TRASH ROOM TABLE 509.
 11K) THERE IS A NOTE ON THE PLANS STONE VENEER BY
 CULTURED STONE LEDGE STONE VENEER TYPE. SHEET
 A8.08.PAGE 8 OF THE MANUFACTURERS BROCHURE INDICATES
 BUILDING CODE REQUIREMENTS VARY FROM AREA TO AREA.
 CHECK WITH LOCAL AUTHORITIES FOR BUILDING CODE
 REQUIREMENTS IN YOUR AREA. THIS PRODUCT HAS CODE
 COMPLIANCE EVALUATION AND LISTING, TEST ICC-ESESR-1364.
 PLEASE SUBMIT REPORT TO VERIFY COMPLIANCE WITH EITHER
 1405.7 STONE VENEERS/ ANCHORED OR 1405.10 ADHERED
 MASONRY VENEERS.
 11L) THERE ARE NO WALL SECTION DETAILS OF THE CULTURED
 STONE LEDGE STONE VENEER IN RELATION TO THE FOUNDATION
 AND COMPLIANCE WITH: 2014 FBC-B 1405.10.1.3 CLEARANCES.
 ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE
 INSTALLED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE
 EARTH, OR A MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED
 AREAS, OR A MINIMUM OF 1/2 INCH (12 MM) ABOVE EXTERIOR
 WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME
 FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.
 12) SHEET A3.02 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR
 THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH
 FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR
 OPENNESS.
 2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS
 AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF
 EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE
 SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF
 AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND
 THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED
 OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES
 (1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL.
 CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED
 FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS
 CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE.
 13) SHEETS A8.01 DETAILS 1 & 2 SHOW A ALFOIL (R 4.1)
 WALL INSULATION WHERE AS A8.02 DETAIL 6 & 8
 SHOWS WALL INSULATION WITH A (R 5.1) VALUE, IS THIS A
 DISCREPANCY? WALL INSULATION WILL NEED TO MEET THE
 VALUES IN THE ENERGY EFFICIENCY RATINGS GIVEN IN THE
 ENERGY SUBMITTAL.
  
 14) SHEET A8.03:
 14A) DETAIL # 2 SHOWS A SUB-BUCK THAT IS SHORT ON THE
 INTERIOR SIDE. FBC-B UNLESS OTHERWISE TESTED, BUCKS
 SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR
 DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS
 PROVIDED.
  
 14B) DETAIL #2 IS A WINDOW SILL DETAIL, PLEASE PROVIDE
 COMPLIANCE WITH FBC-B 1405.4 FLASHING SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
 ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
 WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
 ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
 PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.
  
 14C) DETAIL # 10 IS FOR A HANDRAIL ATTACHMENT TO WALL
 AND SHOWS A CLEAR SPACE BETWEEN THE HANDRAIL OF 2 ?
 INCHES. THE 2014 FBC-B 102.7 CLEARANCES INDICATES A 1 ?
 INCHES BETWEEN THE WALL AND HANDRAIL.
  
 15) SHEET A8.02 DETAIL # 11 SHOWS A SLIDING GLASS DOOR
 WITH A ? INCH HIGH TRACK SYSTEM. PLEASE NOTE THAT
 WITHIN THE PRODUCT APPROVALS FOR SLIDING GLASS DOORS
 THERE ARE NOTES THAT A TRACK WITH A ? INCH HEIGHT IS
 NOT WATER RESISTANT THIS NOTE IS ON ALL SLIDING GLASS
 DOOR APPROVALS.
  
 16) SHEET A4.01: UNIT A.1
  
 16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 17) SHEET A4.02: UNIT B.1
 17A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 17B) UNIT B1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 18) SHEET A4.03: UNIT C.1
 18A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN
 APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN
 ACCORDANCE WITH ANSI A117.1-98. 305.
  
 18B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE
 NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE.
 THE PLANS ARE SILENT AS TO THE APPROACH AND REACH
 RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH
 RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2
 CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS.
  
 19) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 20) NEITHER THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
 SHEETS HAVE ELECTRONIC SIGNATURES. THE CITY NO LONGER
 ACCEPTS THE PEDDS SIGNATURE, 61G15-23.005 PROCEDURES
 FOR SIGNING AND SEALING ELECTRONICALLY TRANSMITTED
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 (2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL
 SIGNATURE TO SEAL ENGINEERING WORK SHALL HAVE THEIR
 IDENTITY AUTHENTICATED BY A CERTIFICATION AUTHORITY AND
 SHALL ASSURE THAT THE DIGITAL SIGNATURE IS:
 (A) UNIQUE TO THE PERSON USING IT;
 (B) CAPABLE OF VERIFICATION;
 (C) UNDER THE SOLE CONTROL OF THE PERSON USING IT;
 (D) LINKED TO A DOCUMENT IN SUCH A MANNER THAT THE
 ELECTRONIC SIGNATURE IS INVALIDATED IF ANY DATA IN THE
 DOCUMENT ARE CHANGED.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-07-11 Cont ID  
Sent By vperez Date 2016-07-11 Time 14:57 Rev Time 0.00
Received By vperez Date 2016-07-11 Time 14:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-04-04 Cont ID  
Sent By vperez Date 2016-04-04 Time 11:08 Rev Time 0.00
Received By vperez Date 2016-04-04 Time 11:08 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-02-18 Cont ID  
Sent By vperez Date 2016-02-18 Time 06:30 Rev Time 0.00
Received By vperez Date 2016-02-18 Time 06:30 Sent To  
Notes
2016-02-18 06:30:38INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA SPECIFICATION SHEET SUBMITTALS FOR ALL
 SITE LIGHTING AND ASSOCIATED EQUIPMENT, GENERATOR IF
 PART OF DESIGN, FIRE/DOMESTIC PUMPS, ALL LOW VOLTAGE
 SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE ALARM,
 ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,
 WIRELESS SYSTEMS, ELEVATORS, CAR CHARGING STATIONS,
 ETC. A NOTE WILL SUFFICE.
 2. PLEASE ADD A GENERAL NOTE TO SHEET TO INDICATE THE
 REQUIREMENTS OF NEC 300.5D3 AND TABLE 300.5 FOR MINIMUM
 COVER REQUIREMENTS FOR CONDUITS AND THE PLACEMENT OF A
 WARNING RIBBON FOR THE SERVICE LATERAL CONDUCTORS SHOWN
 FOR THIS PROJECT. A NOTE WILL SUFFICE.
 3. ADD A GENERAL NOTE TO PROVIDE PER FBC EC 405.7.4-
 COMPLETION DOCUMENTS PER CODE SECTION.
 4. PLEASE SHOW AIC CALCULATION BASED ON INFORMATION
 PROVIDED BY UTILITY FOR APPROVAL. NEC 110.24 FBC 107
 5. ADD A NOTE REGARDING THE REQUIREMENTS OF FBC RES 314
 SMOKE/CO DETECTORS, SEE VERBIAGE IN THE CODE AS TO
 PLACEMENTS AND REQUIREMENTS.
 6. PLEASE CLARIFY THE SELECTION OF A #1 CONDUCTOR FOR
 THE ELEVATOR MOTOR 175A/3P OVERCURRENT SELECTION. SEE
 NEC 310.15B16 AND 430.22
 7. PLEASE ADD A FIRE STOP DETAIL FOR THE FEEDER
 PENETRATIONS THROUGH THE BUILDING FLOORS. FBC 107.3
 8. PER NEC 230.2 SPECIAL PERMISSION REQUIRED BY AHJ FOR
 THE TWO SERVICE LATERALS SHOWN TO THE BUILDING, TO BE
 SUBMITTED IN WRITING.
 9. LABEL MAINS IN THE ELECTRICAL ROOM TO INDICATE MAIN
 1 OF 2 AND 2 OF 2, ALSO COMPLY WITH THE REQUIRED
 SIGNAGE TO ASSIST FIRST RESPONDERS. NEC 230.70B
 10. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2016-08-16 Cont ID  
Sent By mgonzale Date 2016-08-16 Time   Rev Time 1.00
Received By mgonzale Date 2016-08-16 Time   Sent To Z
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2016-06-06 Cont ID  
Sent By mgonzale Date 2016-06-06 Time   Rev Time 1.00
Received By mgonzale Date 2016-06-06 Time   Sent To  
Notes
2016-06-06 16:29:54ADDRESS FIRE REVIEW COMMENTS.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-03-05 Cont ID  
Sent By mgonzale Date 2016-03-05 Time   Rev Time 1.00
Received By mgonzale Date 2016-03-05 Time   Sent To I
Notes
2016-03-05 15:47:01PROVIDE FIRE APPROVED PLAN FROM PALM BEACH COUNTY.
 DELIVER COPY TO 4TH FLOOR ENGINEERING.
  
 ATTENTION: MANNY GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2016-08-18 Cont ID  
Sent By scaldero Date 2016-08-18 Time 14:33 Rev Time 0.00
Received By scaldero Date 2016-08-18 Time 14:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2016-08-04 Cont ID  
Sent By scaldero Date 2016-08-04 Time 17:45 Rev Time 0.00
Received By scaldero Date 2016-08-04 Time 17:45 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status F Date 2016-07-28 Cont ID  
Sent By scaldero Date 2016-07-28 Time 17:19 Rev Time 0.00
Received By scaldero Date 2016-07-28 Time 16:51 Sent To  
Notes
2016-07-28 17:19:32PERMIT # 15120896
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 5TH REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT (5TH TIME BEING NOTED): ENGINEERED
 FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 ARE REQUIRED FOR A GENERAL BUILDING PERMIT. THESE
 DOCUMENTS ARE NOT INCLUDED IN THE RESUBMISSION. PER
 FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 2) 7/28/16: A LETTER WAS SUBMITTED BY THE CONTRACTOR
 AND SEALED BY THE ENGINEER OF RECORD. THE LETTER
 SUBMITTED FAILED TO ADDRESS ALL OF THE LISTED
 REQUIREMENTS FOR THE ENGINEERED FIRE PROTECTION
 SYSTEMS, AS LISTED UNDER FAC 61G15-32. AN EMAIL WAS
 SENT OUTLINING THESE REQUIREMENTS TO ALL PARTIES.
 ADDITIONALLY, ALL PARTIES HAVE BEEN ADVISED THAT A FEE
 MAY BE ASSESSED FOR CONTINUED SUBMISSIONS THAT FAIL TO
 BE IN COMPLIANCE.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2016-07-18 Cont ID  
Sent By scaldero Date 2016-07-18 Time 10:50 Rev Time 0.00
Received By scaldero Date 2016-07-18 Time 10:50 Sent To  
Notes
2016-07-18 10:50:33PERMIT # 15120896
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 4TH REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT (3RD TIME BEING NOTED): ENGINEERED
 FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 ARE REQUIRED FOR A GENERAL BUILDING PERMIT. THESE
 DOCUMENTS ARE NOT INCLUDED IN THE RESUBMISSION. PER
 FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2016-06-23 Cont ID  
Sent By scaldero Date 2016-06-23 Time 14:02 Rev Time 0.00
Received By scaldero Date 2016-06-23 Time 13:59 Sent To  
Notes
2016-06-23 14:02:26PERMIT # 15120896
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 3RD REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT (3RD TIME BEING NOTED): ENGINEERED
 FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 ARE REQUIRED FOR A GENERAL BUILDING PERMIT. THESE
 DOCUMENTS ARE NOT INCLUDED IN THE RESUBMISSION. PER
 FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2016-04-07 Cont ID  
Sent By scaldero Date 2016-04-07 Time 10:16 Rev Time 0.00
Received By scaldero Date 2016-04-07 Time 10:15 Sent To  
Notes
2016-04-07 10:16:01PERMIT # 15120896
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 2ND REVIEW
 FAILED REVIEW COMMENTS:
  
 1) REPEAT COMMENT: ENGINEERED FIRE ALARM AND FIRE
 SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A
 GENERAL BUILDING PERMIT. THESE DOCUMENTS ARE NOT
 INCLUDED IN THE RESUBMISSION. PER FLORIDA
 ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-02-11 Cont ID  
Sent By scaldero Date 2016-02-11 Time 16:22 Rev Time 0.00
Received By scaldero Date 2016-02-03 Time 09:57 Sent To  
Notes
2016-02-11 16:22:21PERMIT # 15120896
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED REVIEW COMMENTS:
  
 1) ENGINEERED FIRE ALARM AND FIRE SPRINKLER
 CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A GENERAL
 BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS BEEN
 ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP
 DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION
 DOCUMENTS) FOR A SUB-PERMIT.
  
 2) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND
 WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL
 BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
 CONSTRUCTION WORK. SEPARATE PLANS AND PERMITS NEEDED
 FOR PRIVATE UNDERGROUND FIRE LINE AND FIRE HYDRANTS.
  
 3) PROVIDE A LIFE SAFETY PLAN SHOWING ALL OCCUPANCY
 TYPES, OCCUPANT LOADS, FIRE RATED WALLS, EXIT SIGNS,
 EMERGENCY LIGHTING, TRAVEL DISTANCES, COMMON PATH OF
 TRAVEL ETC.
  
 4) PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO
 EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
 5) 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.
 A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 6) 9.4.3 FIRE FIGHTER?S EMERGENCY OPERATIONS.
 9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
  
 7) HARD-WIRED MULTI-STATION SMOKE ALARMS SHALL BE
 INSTALLED ON ALL LEVELS OF THE DWELLING UNIT, INSIDE
 EACH BEDROOM AND DIRECTLY OUTSIDE BEDROOM DOORS. (NFPA
 101: 30.3.4.5)
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-09-02 Cont ID  
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-08-17 Cont ID  
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-14 Cont ID  
Sent By cpuell Date 2016-06-14 Time 10:03 Rev Time 0.00
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-07 Cont ID  
Sent By cpuell Date 2016-03-07 Time 09:01 Rev Time 0.00
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Notes
2016-02-18 06:31:43EMAIL TO CAROLINE ELECTRICAL REVIEW 2/18
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2016-08-24 Cont ID  
Sent By jwitmer Date 2016-08-24 Time 06:10 Rev Time 0.00
Received By jwitmer Date 2016-08-24 Time 06:06 Sent To  
Notes
2016-08-24 06:10:12PALM BEACH COUNTY IMPACT FEES
 7140 OKEECHOBEE BLVD. / BLDG. # 3
 RECEIPT NO. 2016-0824-144
 TRACKING N0 MU-2016-020841-0000
 FEES: $371,636.20
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 09:10 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 09:10 Sent To  
Notes
2016-07-19 09:10:52) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 09:10 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 09:10 Sent To  
Notes
2016-07-19 09:10:30) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-02-08 Cont ID  
Sent By jwitmer Date 2016-02-08 Time 16:09 Rev Time  
Received By jwitmer Date 2016-02-08 Time   Sent To  
Notes
2016-02-08 16:09:26BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-08-26 Cont ID  
Sent By ccole Date 2016-08-26 Time 11:27 Rev Time 0.00
Received By ccole Date 2016-08-26 Time 11:06 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-07-01 Cont ID  
Sent By ccole Date 2016-07-01 Time 11:29 Rev Time 0.00
Received By ccole Date 2016-07-01 Time 08:14 Sent To  
Notes
2016-07-01 11:54:363RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #15120896
 7/1/2016
  
 1) THERE ARE MISSING DIGITAL SIGNATURES ON THE ENERGY
 GAUGE COMPLIANCE SUBMITTAL (PAGE 3), THE HEAT LOAD
 CALCULATIONS, THE HEAT LOAD INDEX, THE STRUCTURAL
 ANALYSIS FROM STEVE WALSH P.E, AND SHEETS M1.01, M1.02,
 M1.05, M1.06, M4.01, M4.02, M4.03, M5.01, & M5.03.
  
 2) SHEET A0.01 HAS NOT BEEN CORRECTED TO SHOW THE
 CORRECT BUILDING NUMBER AND TYPE WHICH IS BUILDING III,
 TYPE-1.
  
 3) PLEASE SEE PAGES 2 & 3 OF THE AC STAND NOA
 #15-0205.01 AND CIRCLE OR MARK THE SELECTED STAND FRAME
 ASSEMBLY IN THE DESIGN SCHEDULE ON PAGE 2, AND THE
 APPLICABLE AC AND AC STAND ATTACHMENT DETAILS ON PAGE
 3.
  
 4) THE STRUCTURAL ANALYSIS FROM WALSH ENGINEERING IS
 INCORRECTLY TITLED BUIDING 1.
  
 5) SHEETS M4.02: PLEASE INDICATE THE SIZE OF THE LAST
 SECTION OF EACH BRANCH DUCT ENTERING INTO BEDROOM #2 IN
 UNITS B1 & B1.R.
  
 6) FINAL APPROVAL OF NATURAL VENTILATION DESIGN FOR THE
 GARAGES IS PENDING FINAL APPROVAL BY THE WPB FIRE DEPT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-04-06 Cont ID  
Sent By ccole Date 2016-04-06 Time 13:54 Rev Time 0.00
Received By ccole Date 2016-04-06 Time 07:27 Sent To  
Notes
2016-04-06 14:07:122ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15120896
 BUILDING-3, TYPE-I
 4/6/16
  
 1) THE WINDOW GLASS SQUARE FOOTAGE CALCULATIONS ON THE
 HEAT LOAD CALCULATIONS SHOW A MUCH LARGER AMOUNT OF
 GLASS COMPARED TO THE GLASS AREA CALCULATIONS ON THE
 UNIT FLOOR PLANS SHOWN ON SHEETS M4.01, M4.02, AND
 M4.03. PLEASE CLARIFY WHY NO VENTILATION AIR IS SHOWN
 ON THE CALCULATIONS, AND WHY NO LATENT LOADS HAVE BEEN
 CALCULATED FOR INFILTRATION, LIGHTING, AND EQUIPMENT?
 2) THE ENERGY CALCULATIONS REQUESTED IN THE FIRST
 REVIEW WERE NOT SUBMITTED WITH THE REVISED PLANS:
 PLEASE COMPLY.
 3) THE GARAGE VENTILATION CALCULATIONS ON SHEET M5.01
 INDICATE "NATURAL VENTILATION", HOWEVER THE 100 CFM PER
 CAR IS A MECHANICAL VENTILATION REQUIREMENT INDICATED
 INTABLE 403.3. PLEASE NOTE THAT NATURAL VENTILATION IS
 FOR OCCUPIED SPACES AS INDICATED IN SECTION 401.2,
 HOWEVER PER SECTION 202 DEFINITIONS, A GARAGE IS NOT
 CONSIDERED OCCUPIABLE SPACE. PROVIDE MECHANICAL
 VENTILATION PER TABLE 403.3.
 4) THE EMAILED RESPONSE NARRATIVE RECEIVED FROM STOFFER
 AND ASSOCIATES INC. IS REFERENCING SHEET A304 IN
 RESPONSE TO 1ST REVIEW COMMENT #3, HOWEVER THAT SHEET
 IS NOT INCLUDED IN THE UPLOADED PLAN SETS, NOR IS IT
 SHOWN IN THE INDEX ON SHEET A0.01.
 5) M5.01: THE TRASH ROOM EXHAUST IS NOT CONSIDERED
 ENVIRONMENTAL AIR AND THEREFORE THE OUTLET SHALL BE 10'
 FROM OPERABLE OPENINGS INTO THE BUILDING, AND 10' ABOVE
 THE ADJOINING GRADE. PLEASE REVISE THE NOTE ON THE
 PLAN.
 6) COMMENT #13 FROM THE 1ST REVIEW REQUESTING SITE
 SPECIFIC WIND LOAD ENGINEERING FOR THE ROOF TOP STANDS
 AND CONDENSERS STILL EXISTS: PLEASE COMPLY.
 7) PLEASE SHOW THE DRYER RUN LENGTHS ON THE PLANS AND
 NUMBER OF ELBOWS TO BE USED TO VERIFY COMPLIANCE WITH
 THE DRYER SPECS ON SHEET M5.02.
 8) AS NOTED IN THE HEADING ABOVE, I BELIEVE THE
 PROPOSED PROJECT IS FOR "BUILDING-3" WHICH IS A
 "TYPE-1", HOWEVER THE TITLES ON THE PLANS AND
 SUPPORTING DOCUMENTS ARE ANYTHING BUT CONSISTENT IN
 IDENTIFYING WHICH BUILDING YOU ARE SEEKING TO PERMIT.
 PLEASE REVIEW AND REVISE THE TITLES ACCORDINGLY.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-02-10 Cont ID  
Sent By ccole Date 2016-02-10 Time 07:59 Rev Time 0.00
Received By ccole Date 2016-02-08 Time 07:59 Sent To  
Notes
2016-02-10 08:07:281ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15120896
 2/8/2016
  
 1) MULTI-FAMILY BUILDINGS OVER THREE STORIES IN HEIGHT
 SHALL COMPLY WITH CHAPTER 4, COMMERCIAL ENERGY
 EFFICIENCY- FBC-14 ENERGY CONSERVATION. PROVIDE AC
 COOLING AND HEATING LOAD CALCULATIONS IN ACCORDANCE
 WITH THE PROCEDURES DESCRIBED IN THE ASHRAE/ACCA
 STANDARD 183 OR ACCA MANUAL N- SEE SECTION C403.2.1
 2) SUBMIT DOCUMENTATION OF ENERGY EFFICIENCY COMPLIANCE
 FOR THE PROPOSED APARTMENT BUILDING USING EITHER THE
 PRESCRIPTIVE OR PERFORMANCE BASED METHOD AS OUTLINED IN
 SECTIONS C101.5.1 AND C401.2 FBC-14 ENERGY
 CONSERVATION.
 3) PROVIDE VENTILATION CALCULATIONS FOR THE GARAGES AND
 INDICATE HOW THEY WILL BE VENTILATED- NATURAL OR
 MECHANICAL VENTILATION?
 4) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE
 TRASH ROOMS.
 5) PROVIDE CLEARANCE DISTANCE MEASUREMENTS FOR THE
 TRASH ROOM EXHAUST OUTLETS IN COMPLIANCE WITH SECTION
 501.3.1 FBC-14 MECHANICAL.
 6) INDICATE HOW THE ELEVATOR MACHINE ROOM AC SYSTEMS
 WERE SIZED- PROVIDE CALCULATIONS.
 7) AC FLOOR PLANS M.401, 402, 403: PLEASE PLACE THE
 TYPICAL NOTES SHOWN ON M4.01 ON ALL FLOOR PLAN SHEETS
 WITH THE ADDED MODIFICATIONS LISTED BELOW.
 7) M.401, 402, 403: SHOW THE REQUIRED MINIMUM 4"
 CLEARANCE SPACES AROUND THE AIR HANDLERS IN THE CLOSET-
 SECTION 603.1.1.
 8) M4.01, 402, 403: INDICATE METAL LOUVERED DOORS AT AC
 CLOSETS- SECTION C403.2.7.2 FBC-14 ENERGY CONSERVATION.
 9) M.401, 402, 403: INDICATE THE TYPE AND SIZE OF BATH
 EXHAUST VENTING.
 10) M.402 & 403: REFER TO 601.5 AND INCREASE THE
 TRANSFER DUCT SIZES FROM THE BEDROOMS TO 1.5 TIMES THE
 CROSS SECTIONAL AREA OF THE SUPPLY DUCTS ENTERING THE
 ROOMS- THE TRANSFER DUCTS SHOWN ARE UNDERSIZED.
 11) M.402 & 403: PLEASE CLARIFY THE NOTE "FOR INTERIOR
 UNITS ONLY" PERTAINING TO THE SUPPLY DUCTS BY THE
 BEDROOMS.
 12) M.501: PROVIDE FLEX DUCT CONNECTION, SEALING, AND
 HANGING DETAILS- SECTION C403.2.7.2 FBC-14 ENERGY
 CONSERVATION.
 13) M.502: THE NOA NUMBER LISTED ON THE PLAN FOR THE AC
 STAND IS EXPIRED. PLEASE NOTE SITE-SPECIFIC WIND LOAD
 ENGINEERING IS REQUIRED FOR TIE DOWN OF THE ROOF TOP AC
 CONDENSERS AND CONDENSER STANDS. PROVIDE A CURRENT NOA
 WITH A REVIEW AND APPROVAL SIGNATURE BY THE ENGINEER OF
 RECORD. THE EOR SHALL PROVIDE THE WIND LOAD DESIGN
 CRITERIA ON THE PLAN AS OUTLINED BELOW AND CIRCLE,
 HIGHLIGHT, OR OTHERWISE MARK ALL NOTES, DETAILS ETC. ON
 THE NOA APPLICABLE TO THE INSTALLATIONS.
  
 WIND DESIGN CRITERIA
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 A) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
 B) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
 C) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
 D) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 E) COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2).
 F) COMPONENTS & CLADDING/ 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 14) REFRIGERANT PIPING: A) PROVIDE RISER DRAWINGS. B)
 PROVIDE THE TYPE AND THICKNESS OF PIPING INSULATION,
 THE FLAME SPREAD RATING, AND HOW IT WILL BE PROTECTED
 FROM UV AND WEATHERING DEGRADATION ON THE ROOF TOP. C)
 SUBMIT SPECS REVIEWED AND APPROVED WITH SIGNATURE BY
 THE EOR.
 15) PROVIDE VENTILATION CALCULATIONS FOR THE HOISTWAY
 SHAFTS AND SUBMIT A CURRENT FLORIDA PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE SHAFT LOUVER REVIEWED AND
 APPROVED BY THE EOR- SEE SECTION 3004 FBC-14 BUILDING.
 16) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 KITCHEN HOODS REVIEW AND APPROVED WITH SIGNATURE BY THE
 EOR.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2016-09-01 Cont ID  
Sent By tklarge Date 2016-09-01 Time 12:14 Rev Time 0.00
Received By tklarge Date 2016-08-31 Time 10:27 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-07-02 Cont ID  
Sent By gjohnson Date 2016-07-02 Time 10:18 Rev Time 0.00
Received By gjohnson Date 2016-07-02 Time 10:18 Sent To  
Notes
2016-07-02 10:27:48 
 3RD REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. 2ND REQUEST PLEASE PROVIDE STORM RISER DIAGRAM FOR
 HORIZONTAL PIPING SIZING AND CLARIFICATION OF EMERGENCY
 ROOF DRAIN TERMINATION. PER WPB AMEND.TO FBC SEC.
 107.3.5.1.3(7)
  
 2. P SHEETS ARE NOT DIGITALLY SIGNED THEY SHALL COMPLY
 WITH FAC SEC.61G15-23.004
  
  
  
  
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-04-26 Cont ID  
Sent By gjohnson Date 2016-04-26 Time 08:20 Rev Time 0.00
Received By gjohnson Date 2016-04-26 Time 08:20 Sent To  
Notes
2016-04-26 08:21:342ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. PLEASE PROVIDE STORM RISER DIAGRAM FOR HORIZONTAL
 PIPING SIZING AND CLARIFICATION OF EMERGENCY ROOF DRAIN
 TERMINATION. PER WPB AMEND.TO FBC SEC. 107.3.5.1.3(7)
 2. SHT. A4.01 IT APPEARS THAT YOU CHANGED THE DOOR
 SWING IN MASTER BATHROOM FOR UNIT A.1R BUT NOT A.1
 PLEASE CLARIFY. PER WPB AMEND.TO FBC SEC. 107.2.1
 3. SHT. A4.02 AND A4.03 PLEASE INDICATE ON BOTH UNIT
 DETAILS WITCH OPTION YOUR USING FOR FAIR HOUSING. PER
 WPB AMEND.TO FBC SEC. 107.2.1
 4. SHT. A4.02 THE CLEAR FLOOR SPACE FOR THE SHOWER MUST
 BE FLUSH WITH CONTROL WALL IT WAS CORRECTED ON
 SHT.A4.03 BUT NOT ON A4.02. PER WPB AMEND.TO FBC SEC.
 107.2.1
 5. SHT. P5.01 PLEASE LABEL CONDENSATE RISER, WATER
 HEATER PAN DRAIN RISER AND POTABLE WATER RISER
 SEPARATELY BECAUSE THEY ARE DIFFERENT SYSTEMS. PER WPB
 AMEND.TO FBC SEC. 107.2.1
 6. PLEASE INDICATE ON THE PLAN THE PIPING FOR DOMESTIC
 PUMP IS FOR FUTURE USE. PER WPB AMEND.TO FBC SEC.
 107.2.1
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-02-09 Cont ID  
Sent By tklarge Date 2016-02-09 Time 05:59 Rev Time 0.00
Received By tklarge Date 2016-02-09 Time 05:23 Sent To  
Notes
2016-02-09 05:24:091) SHT.A3.06E - THE HYDRAULIC ELEVATOR SHALL COMPLY
 WITH 2014 FBC SEC.3011 FOR ELECTROLYSIS PROTECTION.
 2) INDICATE ON THE PLANS WHICH DESIGN OPTION OF THE
 FAIR HOUSING ACT (OPTION A OR B) IS BEING USED FOR THE
 DWELLING UNITS.
 3) THE WATER VALVES FOR THE STACKED WASHER/DRYER UNITS
 SHALL BE ACCESSIBLE. THE VALVES SHALL NOT BE LOCATED
 BEHIND THE UNIT UNLESS ACCESS PANELS FOR THE VALVES ARE
 PROVIDED IN THE UNITS.2014 FPC SEC.606.3.
 4) SHT. A4.01 - UNIT A.1 DETAIL & A.1R - A 30 X 48 INCH
 CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF THE
 DOOR PER THE FAIR HOUSING ACT GUIDELINES.THE DOOR
 CLEARLY SWINGS INTO THE CLEAR FLOOR SPACE FOR THE TUB.
 5) THE WATER CLOSETS SHALL BE LOCATED 18 INCHES FROM AN
 ADJACENT WALL IN ACCORDANCE WITH THE FAIR HOUSING
 GUIDELINES. THE PLANS SHOW WATER CLOSETS AT 18 1/2
 INCHES TO THE CENTERLINE FROM AN ADJACENT WALL.
 6) THERE SHALL BE A 30 X 48 INCH CLEAR FLOOR SPACE
 PROVIDED AT THE KITCHEN SINK. THE CLEAR FLOOR SPACE
 SHALL BE CENTERED ON THE FIXTURE IN ACCORDANCE WITH THE
 FAIR HOUSING GUIDELINES.
 7) SHT. A4.03 - DETAIL C.1 & C.1R - THE CLEAR FLOOR
 SPACE FOR THE SHOWERS SHALL BE FLUSH WITH THE CONTROL
 WALL PER THE GUIDELINES. THE PLANS SHAOW THE CLEAR
 FLOOR SPACE FLUSH WITH THE WALL WITH THE TOWEL BAR.
 THIS DOES NOT COMPLY WITH THE GUIDELINES.
 8) SHT. 8.03 - BLOCKING DETAIL #8 - THE MAXIMUM
 DISTANCE TO THE BOTTOM OF THE REINFORCEMENT ABOVE THE
 TOP OF THE TUB SHALL BE 6 INCHES PER FIGURE #4 OF THE
 GUIDELINES. SEE THE BACK WALL DETAIL. PLACE A NOTE THAT
 THE 3'-2" MEASUREMENT IS MINIMUM TO THE TOP OF THE
 BACKING.
 9) PER THE GUIDELINES, THE SEAT BLOCKING IN 36 INCH BY
 36 INCH SHOWERS SHALL BE LOCATED ON THE WALL OPPOSITE
 THE CONTROLS AND MUST BE RUN THE FULL WIDTH OF THE
 SHOWER STALL , STARTING AT THE FLOOR TO A MINIMUM
 HEIGHT OF 24 INCHES WHEN THE SHOWER IS THE ONLY BATHING
 FIXTURE IN THE UNIT.
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE OIL
 SMART PUMP SYSTEM. FBC SEC. 107.2.1.
 11) THE HUB DRAIN AND THE FLOOR DRAIN IN THE TRASH ROOM
 SHALL BE EQUIPPED WITH TRAP PRIMERS PER 2014 FPC SEC.
 1002.4.
 12) SHT. P5.01 - THE CONDENSATE DRAIN RISERS AND THE
 WATER RISERS ARE IDENTIFIED WITH THE SAME
 IDENTIFICATION TAGS. PLEASE REVISE THE I.D. TAGS SO THE
 RISERS ARE NOT CONFUSED WITH EACH OTHER. 2014 FBC SEC.
 107.2.1.
 13) SUBMIT DETAILS FOR THE DOMESTIC WATER PUMP 7
 PIPING.2014 FBC SEC. 107.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2016-04-19 Cont ID  
Sent By jwitmer Date 2016-04-19 Time 12:29 Rev Time 0.00
Received By jwitmer Date 2016-04-19 Time   Sent To  
Notes
2016-04-19 12:29:18ROOFING TO BE A DEFERRED SUBMITTAL.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-02-08 Cont ID  
Sent By jwitmer Date 2016-02-08 Time 16:09 Rev Time 0.00
Received By jwitmer Date 2016-02-08 Time 16:09 Sent To  
Notes
2016-02-08 16:11:34ROOFING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7000 OKEECHOBEE BLVD. BLDG. # 1
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. FEB. 06/2016
 ACTION: DENIED
  
 1) NO ROOFING PRODUCT APPROVALS WERE SUBMITTED UNDER
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2016-09-02 Cont ID  
Sent By jwitmer Date 2016-09-02 Time 11:07 Rev Time 0.00
Received By jwitmer Date 2016-09-02 Time 11:07 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2016-09-01 Cont ID  
Sent By tklarge Date 2016-09-01 Time 12:14 Rev Time 0.00
Received By tklarge Date 2016-08-31 Time 09:00 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2016-08-24 Cont ID  
Sent By jwitmer Date 2016-08-24 Time   Rev Time 0.00
Received By jwitmer Date 2016-08-24 Time   Sent To  
Notes
2016-08-24 13:27:16BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15120896
 ADD: 7140 OKEECHOBEE BLVD. BLDG. # 3/ BLDG. TYPE: I
 CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER
 TEL: 561-891-0414
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 3RD REVIEW
 DATE: MON. JULY 19/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS FOR BUILDING# 3. BUILDING TYPE I,
 NOT FOR THE SITE PLAN, OR ANY ASSOCIATED AMENITIES.
  
 ********SIGNATURES********: SHEET A1.11 SECURITY GATES
 & SHEET S-5 NEITHER ARE SIGNED AND SEALED. 61G15-23.005
 PROCEDURES FOR SIGNING AND SEALING ELECTRONICALLY
 TRANSMITTED PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2016-08-31 Cont ID  
Sent By skennedy Date 2016-08-31 Time 09:00 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2015-12-31 08:17:11HARD COPY PLANS & SUPPORTING DOCS SUBMITTED 12/30/15 IN
 LIBRARY
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 09:09 Rev Time 0.00
Received By jwitmer Date 2016-07-19 Time 09:09 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2016-07-19 Cont ID  
Sent By jwitmer Date 2016-07-19 Time 09:09 Rev Time 0.00
Received By jwitmer Date 2016-05-02 Time 17:35 Sent To  
Notes
2016-05-02 17:35:16JWITMER'S DESK
Review Stop Z ZONING
Rev No 4 Status P Date 2016-08-24 Cont ID  
Sent By llouie Date 2016-08-24 Time   Rev Time 0.00
Received By llouie Date 2016-08-24 Time   Sent To  
Notes
2016-08-24 17:17:21ZONING APPROVED WITH THE FOLLOWING PROVISOS:
  
 1.) APPLICANT SHALL OBTAIN A ROW PERMIT FROM THE PALM
 BEACH COUNTY DEPARTMENT OF ENGINEERING AND PUBLIC WORKS
 FOR THE ACCESS POINT ON SKEES ROAD PRIOR TO FIRST
 INSPECTION.
  
 2.) ALL OTHER CONDITIONS OF APPROVAL IN RESOLUTION NO.
 322-15 SHALL REMAIN IN EFFECT.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2016-06-28 Cont ID  
Sent By llouie Date 2016-06-28 Time   Rev Time 0.00
Received By llouie Date 2016-06-28 Time   Sent To  
Notes
2016-06-28 16:37:23** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
 COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET. [REPEAT COMMENT FROM 2/10/16
 AND 4/7/16]
  
 2.) ANY CHANGES TO THE SITE PLAN WILL REQUIRE AN
 AMENDMENT TO THE DSI; CHANGES HAVE BEEN DETECTED.
 PLEASE NOTE THAT AN APPLICATION FOR A MINOR DSI
 AMENDMENT WAS SUBMITTED TO PLANNING STAFF ON 5/25/16.
 THE PROPOSED AMENDMENT TO THE SITE PLAN IS CURRENTLY
 PENDING. ONCE APPROVED, THE SITE PLAN WILL NEED TO BE
 UPDATED FOR CONSISTENCY.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-04-07 Cont ID  
Sent By llouie Date 2016-04-07 Time 15:15 Rev Time 0.00
Received By llouie Date 2016-04-07 Time 15:15 Sent To  
Notes
2016-04-07 15:16:04** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS IN WRITING AND/OR
 ON THE PLANS WHERE APPLICABLE:
  
 1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
 COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET. [2/10/16 REPEAT COMMENT]
  
 2.) ANY CHANGES TO THE SITE PLAN WILL REQUIRE AN
 AMENDMENT TO THE DSI.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-02-10 Cont ID  
Sent By llouie Date 2016-02-10 Time 11:27 Rev Time 0.00
Received By llouie Date 2016-02-10 Time 11:27 Sent To  
Notes
2016-02-10 11:28:12** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS IN WRITING AND/OR
 ON THE PLANS WHERE APPLICABLE:
  
 1.) RESOLUTION NO. 322-15, APPROVING THE OKEECHOBEE
 COMMONS RESIDENTIAL DSI PROJECT, REQUIRES THAT CERTAIN
 CONDITIONS ARE MET PRIOR TO THE APPROVAL OF ANY
 BUILDING PERMIT BY THE ZONING DIVISION. PLEASE PROVIDE
 ANY DOCUMENTATION TO THE DEVELOPMENT SERVICES
 DEPARTMENT-PLANNING DIVISION VERIFYING THAT THE
 CONDITIONS HAVE BEEN MET.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
2016-02-03 15:08:542/3/16


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