Plan Review Notes
Plan Review Notes For Permit 15020941
Permit Number 15020941
Review Stop B
Sequence Number 1
Notes
Date Text
2015-03-13 10:21:07BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15020941
 ADD: 633 5TH ST.
 CONT: BUILT SOLID CONSTRUCTION
 TEL: (561)333-2593
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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.
  
 IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015
 ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
 ELECTRONICALLY
 UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
 SUBMISSION OPTIONS ARE AS FOLLOWS:
 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL
 SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED
 NAMING CONVENTION FOR EACH DOCUMENT
 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
 DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
 REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
 TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
 ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES
 AVAILABLE
  
 1ST REVIEW
 DATE: FRI. MARCH 13/ 2015
 ACTION: DENIED
  
 1) THE ARCHITECT OF RECORD FOR THIS PROJECT HAS ON HER
 TITLE BLOCK INDICATED THAT : DRAWINGS ARE SIGNED ND
 SEALED FOR STRUCTURE ONLY.
 DOES THE ARCHIEC TO RECORD HAVE A ENGINEERING LICENSE
 AND REGISTRATION IN THE STATE OF FLORIDA?
 ARCHITECTS SEAL 61G1-16.003 USE OF SEAL.
 AN ARCHITECT OR INTERIOR DESIGNER SHALL NOT USE HIS
 SEAL OR DO ANY OTHER ACT AS AN ARCHITECT OR INTERIOR
 DESIGNER UNLESS HOLDING AT THE TIME A CERTIFICATE OF
 REGISTRATION AND ALL REQUIRED RENEWALS THEREOF.
  
 61G1-16.003 USE OF SEAL.
 THE PERSONAL SEAL, SIGNATURE AND DATE OF THE ARCHITECT
 OR INTERIOR DESIGNER SHALL APPEAR ON ALL ARCHITECTURAL
 OR INTERIOR DESIGN DOCUMENTS TO BE FILED FOR PUBLIC
 RECORD AND SHALL BE CONSTRUED TO OBLIGATE HIS PARTNERS
 OR HIS CORPORATION. A CORPORATE SEAL ALONE IS
 INSUFFICIENT. DOCUMENTS SHALL BE SIGNED PERSONALLY AND
 SEALED BY THE RESPONSIBLE ARCHITECT OR INTERIOR
 DESIGNER. FINAL OFFICIAL RECORD DOCUMENTS (NOT
 TRACINGS, ETC.) SHALL BE SO SIGNED. THE SIGNING AND
 SEALING OF THE SPECIFICATION INDEX SHEETS SHALL BE
 CONSIDERED ADEQUATE. ALL DRAWING SHEETS AND PAGES SHALL
 BE SO SIGNED AND SEALED. AN ARCHITECT OR INTERIOR
 DESIGNER SHALL NOT AFFIX, OR PERMIT TO BE AFFIXED, HIS
 SEAL OR NAME TO ANY PLAN, SPECIFICATIONS, DRAWINGS, OR
 OTHER RELATED DOCUMENT WHICH WAS NOT PREPARED BY HIM OR
 UNDER HIS RESPONSIBLE SUPERVISING CONTROL AS PROVIDED
 IN RULE CHAPTER 61G1-23, F.A.C. AN ARCHITECT OR
 INTERIOR DESIGNER SHALL NOT USE HIS SEAL OR DO ANY
 OTHER ACT AS AN ARCHITECT OR INTERIOR DESIGNER UNLESS
 HOLDING AT THE TIME A CERTIFICATE OF REGISTRATION AND
 ALL REQUIRED RENEWALS THEREOF.
  
 ENGINEERING 471.003 471.003?QUALIFICATIONS FOR
 PRACTICE; EXEMPTIONS. (3) HOWEVER, NO ENGINEER SHALL
 PRACTICE ARCHITECTURE OR USE THE DESIGNATION
 ?ARCHITECT? OR ANY TERM DERIVED THEREFROM, AND NO
 ARCHITECT SHALL PRACTICE ENGINEERING OR USE THE
 DESIGNATION ?ENGINEER? OR ANY TERM DERIVED THEREFROM.
  
 2) MISSING SOILS REPORT WITH THE MINIMUM SAFE BEARING
 VALUE. 2010 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.
  
 3) THE ENERGY DOCUMENTS SUBMITTED SHOW A ELITE SOFTWARE
 PROGRAM. UNDER THE 2010 FBC- ENERGY SHALL COMPLY WITH :
 103.2.1.2.1 BUILDING THERMAL ENVELOPE ALTERNATIVE.
 AN ACCURATELY COMPLETED COMMERCIAL BUILDING FORM 502
 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO
 DEMONSTRATE CODE COMPLIANCE BY THIS METHOD.
  
 103.2.2.2 SIMULATED PERFORMANCE ALTERNATIVE, COMMERCIAL
 AND HIGH-RISE RESIDENTIAL.
 AN ACCURATELY COMPLETED COMMERICAL BUILDING FORM 506
 (GENERATED BY COMMISSION APPROVED SOFTWARE)
 DEMONSTRATING THAT CODE COMPLIANCE HAS BEEN ACHIEVED
 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR
 COMPLIANCE BY SECTION 506.
 06.3.2 ENVELOPE LIMITATION.
 FOR NEW BUILDINGS OR ADDITIONS, THE BUILDING ENERGY
 COST BUDGET METHOD RESULTS SHALL NOT BE SUBMITTED FOR
 BUILDING PERMIT APPROVAL TO THE CODE OFFICIAL PRIOR TO
 SUBMITTAL FOR APPROVAL OF THE BUILDING ENVELOPE DESIGN.
  
 4A) NOTE THE WINDOW AND DOOR PRODUCT APPROVALS
 SUBMITTED, DOES NOT HAVE THE SHOP DRAWING STAMP OF
 APPROVAL FROM THE DESIGNER OF RECORD.
 SHOP DRAWING STAMP OF APPROVAL
 106.3* PRODUCT APPROVALS. 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.
  
 4B) ROOFING PRODUCT APPROVAL, 2 DIFFERENT ROOFING
 SHINGLE NOAS WERE SUBMITTED, NOA:14-1022.20 GAF
 TIMBERLINE & NOA 11-0913.12 TAMCO ELITE GLASS-SEAL ROOF
 SHINGLES. THE TAMCO ELITE SHINGLE DOES HAVE THE SHOP
 DRAWING STAMP OF APPROVAL. WHICH IS TO BE INSTALLED?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) SHEET A-5 INDICATES THIS TO BE THE FOUNDATION PLAN.
 THERE ARE NO NOTES IN REGARD TO THE MINIMUM BEARING
 VALUE OF THE SOIL, VAPOR BARRIER REQUIREMENTS NOR THE
 TYPE OF TERMITE TREATMENT FOR THE SLAB.
 1816.1 TERMITE PROTECTION.
 1910.1 MINIMUM SLAB PROVISIONS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
  
 6) SHEET A-5 INDICATES IN A WALL SECTION SHEET S-1
 DETAIL 1 MISSING THERE IS NO S-1 SHEET. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) MISSING BEAM SCHEDULE, THE COLUMN SCHEDULE IS
 PRINTED TWICE. NOT THERE IS ALSO NO LINTEL SCHEDULE FOR
 WINDOWS NOR IS THERE A TRUSS LAYOUT WITH THE LOADS TO
 BE RESISTED, GRAIVITY, UPLIFT OR LATERAL LOADS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 WALL SYSTEMS
 ROOF SYSTEMS TRUSSES, DROPPED TRUSSES FOR GABLE
 OVERHANG OF 2 FT
 MWFRS MAIN WIND FORCE RESISTING SYSTEM
  
 8) THE COVERSHEET LIST THE NEW ADDITION AS A BUSINESS
 OCCUPANCY. 2010 FBC-B 1004.1.1 AREAS WITHOUT SEATING
 NEED TO BE EVALUATED IN THE WORST CASE SCENARIO, THIS
 AREA MAY BE USED AS A SUNDAY SCHOOL CLASS, AS A
 FELLOWSHIP HALL OR FOR OTHER FUNCTIONSOF A A3
 OCCUPANCY. SEE TABLE 1004.1.1 AREAS WHERE UN
 CONCENTRATED SEATING TABLE AND CHAIRS PLEASE USE 15
 NET.
  
 9) SHEET A-1 SHOWS A NEW RAMP WITH A HEIGHT OF 6
 INCHES. NOTE IF THE FINISH FLOOR IS 6 INCHES OR LESS
 THAN HANDRAILS ARE NOT REQUIRED. IF WHEN IN THE FIELD
 THE RAMP IS EITHER GREATER THAN 6 INCHES IN HEIGHT OR
 72 INCHES IN LENGTH HANDRAILS WILL BE REQUIRED PER
 1010.8 WITH THE REQUIRED BACKING FOR HANDRAILS.
  
 10) SHEET A-1 SHOWS INTHE AREA OF WORK (2) EXTERIOR
 DOORWAYS WITH A 4INCH DROP, BOTH DOORS ARE SHOWN TO BE
 REQUIRED EXITS. NOTE WITH THE ASSEMBLY OCCUPANCY THIS
 AREA WILL HAVE A OCCUPANT LOAD GREATERTHAN 50 REQUIRING
 (2) EXITS. PLEASE REVIEW:
  
 2010 FBC-B 1008.1.5 FLOOR ELEVATION. THERE SHALL BE A
 FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR
 LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF
 THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
 LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO
 EXCEED 1 UNIT VERTICAL IN 50 UNITS HORIZONTAL
 (2-PERCENT SLOPE).
  
 11) SHEET A-1 DOES NOT SHOW THE DOOR HARDWARE FOR THE
 NEW DOOR OPENINGS. 2010 FBC-B 1008.1.9.1, 1008.1.9.3
 AND 1008.1.10.
  
 12) SHEET A-2 INDICATES THE USE OF EAVE VENTS BUT DOES
 NOT SHOW COMPLIANCE WITH THE UPPER PORTION OF THE ROOF
 BEING VENTED. 2010 FBC-B 1203.2 ATTIC SPACES. THE NET
 FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 OF
 THE AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF
 THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS
 LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
 VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
  
 13) SHEET A-2 ALSO FAILS TTO SHOW COMPLIANCE WITH 2010
 FBC-B 1209.2 ATTIC SPACES.
 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
 BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
 CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A 30-INCH (762
 MM) MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE
 PROVIDED AT OR ABOVE THE ACCESS OPENING.
  
 14) 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.
  
 15) 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 WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: (561) 805-6715
 FAX: (561)805-6676
 E-MAIL: [email protected]
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
  
  
  
  


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