Plan Review Notes
Plan Review Notes For Permit 17080289
Permit Number 17080289
Review Stop B
Sequence Number 1
Notes
Date Text
2017-09-07 16:25:472014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 27080289
 ADD: 5851 45TH ST.
 CONT: WYNN BUILDERS
 TEL: 954-568-9969
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE 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:
 ACTION: DENIED
  
 1) THIS BUILDING WILL REQUIRE A RESIDENT INSPECTOR.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 110.3.9 OTHER INSPECTIONS SERVICES. THE
 BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY
 OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE
 MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED
 INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION
 HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND
 RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION
 OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH
 REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY
 A RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER
 SQUARE INCH
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION , TILT WALL ( A701, DETAILS 17
 & 20 AS WELL AS STEEL BUILDING WITH GIRTS, PURLINS AND
 STEEL WALL & ROOF PANELS.
  
 1A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
  
 1B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 1C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL 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 RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 1E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND
 GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 RESIDENT INSPECTORS. COMMENT # 14. (3) COPIES OF ALL
 SHOP DRAWINGS (STAIRS, HANDRAILS, GUARDRAILS PRECAST
 WALL PANELS, , BAR JOIST, STEEL BEAMS, PRODUCT
 APPROVALS ETC.) MUST BE SUBMITTED TO THE BUILDING
 DEPARTMENT. TWO REVIEWED SETS OF CITY STAMPED DOCUMENTS
 WILL BE RETURNED TO THE JOB SITE BEFORE ANY OF THE
 ABOVE LISTED ITEMS ARE INSTALLED ON THE JOB.
  
 1F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2) THE STRUCTURAL SHEET S0.1 INDICATES THERE WAS A
 SOILS REPORT BY TERRACON CONSULTANTS, HD145102 DATED
 DEC. 30/2014. PLEASE SUBMIT 3 ORIGINAL SIGNED AND
 SEALED SOILS REPORTS.
  
 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.
  
 3) SHEET A301 THE EAST AND WEST ELEVATIONS THERE IS A
 CUT SECTION DETAIL 20/ A701(GRID LINES 8A-9) WHICH
 SHOWS 5 ? INCH TILT WALL PANELS WITH FUTURE KNOCK OUT
 PANELS. THE STRUCTURAL SHEET S401 SHOWS DETAILS 1,
 1C, 1D & 2 FOR EMBED PLACEMENT. SHEET S0.1 HEADING
 PRECAST WALL PANELS INDICATES THE USE OF A TILT WALL
 SYSTEM AND SHOP DRAWINGS FORTH COMING. PLEASE PROVIDE
 COMPLIANCE WITH;
 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. FL
 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD
 THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF
 RECORD FOR REVIEW BEFORE BEING SUBMITTED TO THE
 BUILDING DEPARTMENT.
  
 4) STRUCTURAL CALCULATIONS FOR DRY EXPANSION BY JOSE
 PARADA P.E. THIS REPORT THE COVERSHEET HAS BEEN SIGNED
 AND SEALED THERE IS NO REFERENCE AS TO HOW MANY PAGES
 ARE WITHIN THE REPORT NOR IS THERE AN INDEX PAGE THAT
 INDICATES THE AMOUNT OF PAGES COVERED UNDER THIS SEAL.
 NOTE IF A INDEX PAGE IS SUPPLIED, IT TO NEEDS TO BE
 SIGNED AND SEALED.
 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
 SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND
 THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE
 PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET. .
  
 5) THE BUTLER MANUFACTURED STEEL BUILDING DRAWINGS AND
 STRUCTURAL DESIGN DATA HAVE BEEN SUBMITTED IN THE
 PERMIT PACKAGE BUT NOT BEEN REVIEWED BY THE DESIGNER OF
 RECORD.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 6)MISSING PRODUCT APPROVALS: 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
 (B) WINDOWS
 (C) PANEL WALLS: WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
  
 7) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 8) PLEASE NOTE THE STRUCTURAL SHEET S0.1 GIVES THE WIND
 DESIGN CRITERIA BUT NO PRESSURES. THE BUTLER BUILDING
 PLANS SHEET 2 PROVIDES VASD PRESSURES FOR S1, S2, S3,
 S4, S5 & P. IN THE COLUMNS P, S1 S2 & S3 THE PRESSURES
 FOR 100 SQ. FT. AND LARGER ARE THE SAME PRESSURE IN
 EACH OF THESE COLUMNS. IN REVIEWING THE ASCE 7-10
 FIGURE 30.5-1 ENCLOSED BUILDINGS H< 60 FT. THE PRESSURE
 DECREASES IN EACH SQ. FT. CATEGORY. PLEASE PROVIDE WHY
 THIS IS? 1609.1.1 DETERMINATION OF WIND LOADS. ASCE
 7-10 FIGURE 30.5.1.
  
 9) IMPACT FEES. 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.
  
 10) 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  


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