Plan Review Notes
Plan Review Notes For Permit 17050836
Permit Number 17050836
Review Stop B
Sequence Number 1
Notes
Date Text
2017-05-31 07:25:022014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17050836
 ADD: 1821 PALM BCH. LAKES BLVD. SUITE: A-08
 CONT: ANDERSON MOORE
 TEL: 561-373-3902
 TEL: 772-532-6523 BILL DUFFY
 E-MAIL: ???????? WE CONTACT BY E-MAIL!!!
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. MAY 31/ 2017
 ACTION: DENIED
  
 1) THE PERMIT VALUATION IT APPEARS MAY HAVE DROPPED A
 DIGIT EMBARRASSING LOW. 21,508 SQ. FT. INTO $65,000.00
 DOLLARS FIGURES $3.02 DOLLARS A SQUARE FOOT.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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) 2014 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING. CREATION OR
 EXTENSION OF NONCONFORMITY. ALL NEW WORK,
 RE-CONFIGURATION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 RE-CONFIGURATION OF SPACE IS BEING MADE WITH REGARD TO
 ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS
 OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR
 ELECTRICAL SYSTEMS. THE FUTURE VACANT SPACE PLEASE
 PROVIDE A SUITE NUMBER FOR THIS SPACE. THE FUTURE
 VACANT SPACE OF 13, 564 SQ. FT./ 30= 453 OCCUPANTS. THE
 PLANS SHEET C-1 SHOWS (2) MEANS OF EGRESS (2) 36 INCH
 WIDE DOORS (ASSUMED) WHICH ONLY PROVIDES APPROX. 34
 CLEAR INCHES OR 170 OCCUPANTS PER DOOR FOR A TOTAL OF
 340 OCCUPANTS, OVER 113 OCCUPANTS SHORT OF EGRESS.
 WORST CASE SCENARIO.
  
 3) SHEET LS01 ALSO SHOWS DOOR WIDTHS OF 36 INCHES AND
 OCCUPANT LOADS TAKEN AT 180 OCCUPANTS PER DOOR. ARE
 THESE DOORS LARGER THAN 36 INCHES? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. THE CLEAR OPENING CAN ONLY BE
 USED FOR FIGURING EGRESS OCCUPANT LOADS. FBC-B
 1005.3.2. THE CAPACITY, IN INCHES (MM), OF MEANS OF
 EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE
 CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY
 SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF
 0.2 INCH (5.1 MM) PER OCCUPANT.
  
 4) PLEASE PROVIDE PRODUCT APPROVALS FOR THE NEW
 OPENINGS, COMPONENTS AND CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5) IDENTIFY GLAZING/ MULLIONS. 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
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 6) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 7A) THE PLANS SHEET C2 INDICATE THE REUSE OF THE FRONT
 HORIZONTAL SLIDING DOORS. PLEASE PROVIDE CURRENT
 PRODUCT APPROVAL FOR THE INSTALLATION OF THIS SYSTEM.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 104.9.1 USED MATERIALS AND EQUIPMENT.
 THE USE OF USED, RECYCLED, OR RECLAIMED MATERIALS WHICH
 MEET THE REQUIREMENTS OF THIS CODE FOR NEW MATERIALS IS
 PERMITTED. USED EQUIPMENT AND DEVICES SHALL NOT BE
 REUSED UNLESS APPROVED BY THE BUILDING OFFICIAL.
  
 7B) ROOF HATCH. SHEET D101 SHOWS THE EXISTING ROOF
 HATCH BEING DELETED. SHEET C-2 SHOWS THE NEW LOCATION,
 AND SHEET C3 DETAIL 13 A CUT SECTION OF THE RELOCATED
 ROOF HATCH. PLEASE PROVIDE CURRENT PRODUCT APPROVAL FOR
 THE INSTALLATION OF THIS SYSTEM. 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 104.9.1 USED
 MATERIALS AND EQUIPMENT. THE USE OF USED, RECYCLED, OR
 RECLAIMED MATERIALS WHICH MEET THE REQUIREMENTS OF THIS
 CODE FOR NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND
 DEVICES SHALL NOT BE REUSED UNLESS APPROVED BY THE
 BUILDING OFFICIAL.
  
 7C) SINCE IT APPEARS THERE IS NO EXTERIOR LADDER AND
 CAGE TO THE ROOF, PLEASE PROVIDE ACCESS TO THE ROOF FOR
 THE NEW SHELL SPACE BEING CREATED. THROUGH THE
 SUB-DIVIDING OF THE TENANT SPACE A CODE VIOLATION CAN
 NOT BE CREATED. CREATION OR EXTENSION OF NONCONFORMITY.
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING. CREATION OR EXTENSION
 OF NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL
 NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING
 BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS
 BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL
 STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY
 OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS.
  
 8) THE STRUCTURAL SHEETS S1-S4 SHOW NEW STEEL COLUMNS,
 BEAMS AND STRUCTURAL STEEL FRAMING MEMBERS FOR NEW
 RTU?S AND ROOF HATCH LOCATION. THE BUILDING OFFICIAL
 WILL NOT REQUIRE A RESIDENT INSPECTOR FOR THIS PROJECT
 SINCE THE STEEL WORK IS LIMITED. INSTEAD HE REQUEST
 COMPLIANCE WITH THE FOLLOWING CODE SECTIONS: THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 9) SHEET C-7 SHOWS THE INSTALLATION OF NEW ROOF TOP RTU
 AND CURB AS WELL AS REPLACEMENT OF THE ROOF TOP UNIT
 AND EVALUATION OF EXISTING CURB, MAY REQUIRE
 MODIFICATIONS.
  
 9A) PLEASE PROVIDE DOCUMENTATION FOR THE NEW ROOF TOP
 CURBS, ANCHORING OF CURB TO ROOF, AND THE ANCHORING OF
 THE RTU TO THE CURB. PROVIDE CALCULATIONS FOR EACH TYPE
 OF UNIT. FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C
 STANDS, DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK
 AS WELL AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT
 ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 9B) THE OF REPLACEMENT OF THE ROOF TOP UNIT AND
 EVALUATION OF EXISTING CURB, & MAY REQUIRE
 MODIFICATIONS. PLEASE ALSO PROVIDE PRODUCT INFORMATION
 FOR ANY CURB ADAPTORS THAT MAYBE CONSIDERED. 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) FIXTURE PLAN C-6 DOES NOT PROVIDE DETAILS OF THE
 FIXTURES, HOW TALL ARE THE FIXTURES, WILL THEY BE
 ANCHORED TO THE FLOOR, IF SO PLEASE PROVIDE ANCHORING
 DETAILS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
 105.2 (6) NON FIXED AND MOVABLE FIXTURES, CASES, RACKS,
 AND COUNTERS NOT OVER 5 FEET 9 INCHES (1753 MM)
 IN HEIGHT ARE EXEMPT FROM PERMITS REQUIRED.
  
 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved