Plan Review Notes
Plan Review Notes For Permit 16031240
Permit Number 16031240
Review Stop B
Sequence Number 1
Notes
Date Text
2016-05-05 15:46:47BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16031240
 ADD: 1009 BANYAN BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NO CONTACT INFORMATION
 E-MAIL: NO CONTACT INFORMATION
  
 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: THURS. MAY 05/2016
 ACTION: DENIED
  
 1) VALUE FOR THE MOVING OF THIS STRUCTURE, FOUNDATION
 AND THE REBUILDING OF THE INTERIOR SPACE (MEP), NEW
 ROOF LUDOWICI HIP/ RIDGE TERMINAL BALLS, NEW WINDOWS
 AND DOORS WILL BE MORE THAN STATED IN THE PERMIT VALUE.
  
 PERMIT FEES/ PLAN REVIEW:
 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) NO ASBESTOS REPORT WAS SUBMITTED. ASBESTOS: IN
 ACCORDANCE WITH SECTION 553.79 F. S. THIS IS TO ADVISE
 YOU OF THE OWNERS OR OPERATORS? RESPONSIBILITY TO
 COMPLY WITH THE STATE & FEDERAL ASBESTOS REGULATIONS,
 INCLUDING SECTION 376.60 F. S. AND CFR 61- NESHAP
 REQUIREMENTS. REQUIREMENTS INCLUDE- ASBESTOS SURVEYS
 AND SUBMISSION OF WRITTEN NOTIFICATION TO THE
 DEPARTMENT OF ENVIRONMENTAL PROTECTION PRIOR TO: *
 DEMOLITION OF ALL REGULATED STRUCTURES;
 * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES
 WHERE ASBESTOS IS DISTURBED OR REMOVED.
 NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY.
  
 FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT
 THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING
 HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT
 (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR
 POLLUTION CONTROL SECTION)
  
 901 EVERNIA STREET
 WEST PALM BEACH, FL 33401
 (561) 355-3070
  
 3) HISTORIC BUILDINGS. 1206.1 INVESTIGATION AND
 EVALUATION REPORT. AN HISTORIC BUILDING UNDERGOING
 ALTERATION OR CHANGE OF OCCUPANCY SHALL BE INVESTIGATED
 AND EVALUATED. IF IT IS INTENDED THAT THE BUILDING MEET
 THE REQUIREMENTS OF THIS CHAPTER, A WRITTEN REPORT
 SHALL BE PREPARED AND FILED WITH THE BUILDING OFFICIAL
 BY A FLORIDA-REGISTERED ARCHITECT OR ENGINEER. SUCH
 REPORT SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF
 SECTIONS 4.3.1.2 THROUGH 4.3.2 OF NFPA 914, CODE FOR
 FIRE PROTECTION OF HISTORIC STRUCTURES AND SHALL
 IDENTIFY EACH REQUIRED SAFETY FEATURE THAT IS IN
 COMPLIANCE WITH THIS CHAPTER AND WHERE COMPLIANCE WITH
 THIS OR OTHER CHAPTERS WOULD BE DAMAGING TO THE
 CONTRIBUTING HISTORIC FEATURES. IN ADDITION, THE REPORT
 SHALL DESCRIBE EACH FEATURE THAT IS NOT IN COMPLIANCE
 AND DEMONSTRATE HOW THE INTENT OF THE PROVISIONS OF
 THIS OR OTHER CHAPTERS ARE COMPLIED WITH IN PROVIDING
 AN EQUIVALENT LEVEL OF SAFETY. PLEASE SUPPLY TO THE
 BUILDING DEPARTMENT.
  
 4) SHEET S-0:
 4A) FOUNDATION NOTE #1 EXCAVATION AND SOILS RELATED
 WORK SHALL BE PERFORMED IN ACCORDANCE WITH A
 GEOTECHNICAL REPORT. PLEASE REVIEW THE 2014 FBC-B
 SECTION 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.
  
 4B) SHEET S-0 THE DESIGN LOADING FOR THIS STRUCTURE:
  
 4C) INDICATES THIS TO BE A CBS BUILDING, WHEREAS THE
 BUILDING TO BE MOVED IS A WOOD FRAME STRUCTURE, SHEET
 S-1 WALL SECTION ONLY SHOWS 2 COURSES OF BLOCK WITH A
 BOND BEAM INCORPORATED INTO THE UPPER COURSE. 107.2.1.3
 DISCREPANCY IN PLANS, ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4D) WITHIN THIS SUBMITTAL THERE ARE NO DETAILS OF HOW
 THE HISTORIC STRUCTURE IS GOING TO BE CUT LOOSE FROM
 ITS FOUNDATION NOR IS THERE ANY DETAILS OF HOW THE
 STRUCTURE IS TO BE LIFTED, IF THERE WILL BE ANY
 ADDITIONAL BEAMS OR LEDGERS FASTENED TO THE INTERIOR
 FRAMING TO BE ABLE TO LIFT THE BUILDING. THE MOVING
 CONTRACTOR HAS NOT SUBMITTED ANY DETAILS FOR THE MOVE,
 NOR HAS ANY SUCH DETAILS BEEN REVIEWED BY THE DESIGNER
 OF RECORD, SINCE THIS BUILDING IS A CONTRIBUTING
 HISTORIC STRUCTURE SUCH INFORMATION SHOULD BE SUBMITTED
 TO ENSURE THE SAFE TRANSPORT TO ITS NEW LOCATION.
  
 2014 EXISTING BUILDING CODE 1301.2 CONFORMANCE.
 THE BUILDING SHALL BE SAFE FOR HUMAN OCCUPANCY AS
 DETERMINED BY THE FLORIDA FIRE PREVENTION CODE AND THE
 FLORIDA BUILDING CODE, BUILDING. ANY REPAIR,
 ALTERATION, OR CHANGE OF OCCUPANCY UNDERTAKEN WITHIN
 THE MOVED STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS
 OF THIS CODE APPLICABLE TO THE WORK BEING PERFORMED.
 ANY FIELD-FABRICATED ELEMENTS SHALL COMPLY WITH THE
 REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 4E) 2014 EXISTING BUILDING CODE 1302.7 REQUIRED
 INSPECTION AND REPAIRS. THE CODE OFFICIAL SHALL BE
 AUTHORIZED TO INSPECT, OR TO REQUIRE APPROVED
 PROFESSIONALS TO INSPECT AT THE EXPENSE OF THE OWNER,
 THE VARIOUS STRUCTURAL PARTS OF A RELOCATED BUILDING TO
 VERIFY THAT STRUCTURAL COMPONENTS AND CONNECTIONS HAVE
 NOT SUSTAINED STRUCTURAL DAMAGE. ANY REPAIRS REQUIRED
 BY THE CODE OFFICIAL AS A RESULT OF SUCH INSPECTION
 SHALL BE MADE PRIOR TO THE FINAL APPROVAL.
  
 5) SHEET S-1:
 5A) SHEET S-1 VERSES SHEET A-1. THIS IS A QUESTION THAT
 ONLY IS BEING ASKED BECAUSE OF VISITS TO THE EXISTING
 BUILDING LOCATION. SHEET A-1 DOES SHOW A TOP OF WALL
 ELEVATION OF 10 FEET 4 INCHES OR THE TOP OF THE DOUBLE
 TOP PLATE OF THE WALL SYSTEM. SHEET S-1 SHOWS ONLY 2
 COURSES OF BLOCK ABOVE THE FLOOR SLAB SYSTEM OR 1 FOOT
 4 INCHES IN HEIGHT. IN THE SITE VISIT THERE WAS A
 HORIZONTAL CRACK APPROXIMATELY 4 FOOT ABOVE THE SLAB
 WHERE THE BLOCK STEM WALL STOPPED AND THE WOOD FRAME
 WALL BEGAN. THE QUESTION IS WILL THE CEILING AND
 EXTERIOR WALLS BE 1 FOOT 8 INCHES SHORTER IN HEIGHT OR
 SHOULD THE BLOCK STEM WALL BE CONTINUE TO A HIGHER
 HEIGHT TO MAINTAIN THE 10 FOOT 4 INCHES SHOWN ON THE
 PLANS? HOW CRITICAL IS THE DIFFERENCE IN HEIGHT?
 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED; THERE
 MAY BE A DISCREPANCY IN THE PLANS.
  
 5B) SHEET S-1 DETAIL # 1 SHOWS THE TOP OF SLAB EVEN
 WITH GRADE, HOW WILL THE JOINT CREATED BETWEEN THE
 CONCRETE FLOOR SLAB AND BOTTOM COURSE OF BLOCK BE DAMP
 PROOFED (1805.2.2) OR WATER PROOFED IN ACCORDANCE WITH
 1805.3.3.
 FBC-B 1805.3.3 JOINTS AND PENETRATIONS. JOINTS IN WALLS
 AND FLOORS, JOINTS BETWEEN THE WALL AND FLOOR AND
 PENETRATIONS OF THE WALL AND FLOOR SHALL BE MADE
 WATER-TIGHT UTILIZING APPROVED METHODS AND MATERIALS.
  
 PLEASE NOTE THE FOUNDATION IS REQUIRED TO BE A MINIMUM
 OF 12 INCHES BELOW GRADE AS SHOWN, 2016 FBC-B
 1809.4.
  
 EXISTING BUILDING CODE. 1302.2.1.1 HISTORIC BUILDINGS.
 FOUNDATIONS OF RELOCATED HISTORIC BUILDINGS AND
 STRUCTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE,
 BUILDING. RELOCATED HISTORIC BUILDINGS SHALL OTHERWISE
 BE CONSIDERED HISTORIC BUILDINGS FOR THE PURPOSE OF
 THIS CODE. RELOCATED HISTORIC BUILDINGS AND STRUCTURES
 SHALL BE SO SITED THAT EXTERIOR WALL AND OPENING
 REQUIREMENTS COMPLY WITH THE FLORIDA BUILDING CODE,
 BUILDING OR THE COMPLIANCE ALTERNATIVES OF THIS CODE.
  
 5C) PLEASE PROVIDE DETAILS FOR HOW THE NEW WINDOWS ARE
 TO BE INSTALLED SINCE THIS IS A HISTORIC STRUCTURE SHOW
 DETAILS FOR WINDOWS, ARE THEY TO BE RECESSED IN THE
 OPENINGS WITH THE USE OF A WINDOW BUCK OR WILL THE
 STUCCO BE REMOVED AROUND THE WINDOWS AND FINNED WINDOWS
 BE INSTALLED AT THE FACE OF THE FRAME WALL, WILL THERE
 BE ANY WINDOW BANDS AROUND THE WINDOW AND DOOR
 OPENINGS?
  
 6) SHEET A-1:
 6A) SHOWS IN THE ELEVATIONS WITH NEW WINDOW AND DOORS,
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS.
  
 6B) 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.
  
 6C) THE NEW WINDOW AND DOORS WILL NEED TO HAVE
 HISTORICS? APPROVAL BEFORE THE BUILDING DEPARTMENT WILL
 BE ABLE TO APPROVE THE PRODUCT APPROVALS. 2014
 FBC-EXISTING BUILDING CODE 1203.1 HISTORIC PRESERVATION
 GOAL.
  
 7) PLEASE NOTE THIS STRUCTURE DOES NOT INDICATE HAVING
 A RESTROOM WITHIN THE BUILDING. PLEASE NOTE THIS
 BUILDING IS UNDERGOING A CHANGE OF OCCUPANCY FROM
 STORAGE TO A BUSINESS OCCUPANCY.
 2014 EXISTING BUILDING CODE. 1010.1 INCREASED DEMAND.
 WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF
 AN EXISTING BUILDING IS CHANGED SUCH THAT THE NEW
 OCCUPANCY IS SUBJECT TO INCREASED OR DIFFERENT PLUMBING
 FIXTURE REQUIREMENTS OR TO INCREASED WATER SUPPLY
 REQUIREMENTS IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, PLUMBING, THE NEW OCCUPANCY SHALL COMPLY WITH THE
 INTENT OF THE RESPECTIVE FLORIDA BUILDING CODE,
 PLUMBING PROVISIONS.
 2014 EXISTING BUILDING CODE 1301.2 CONFORMANCE. THE
 BUILDING SHALL BE SAFE FOR HUMAN OCCUPANCY AS
 DETERMINED BY THE FLORIDA FIRE PREVENTION CODE AND THE
 FLORIDA BUILDING CODE, BUILDING.
  
 8) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  


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