Plan Review Notes
Plan Review Notes For Permit 17080289
Permit Number 17080289
Review Stop B
Sequence Number 2
Notes
Date Text
2017-10-20 10:56:042014 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.
  
 2ND REVIEW
 DATE: FRI. OCT. 20/2017
 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) 2ND REQUEST. THE SUBMITTED FORMS ARE FOR SPECIAL
 INSPECTOR, OR FOR THRESHOLD BUILDINGS NOT RESIDENT
 INSPECTOR FORMS, FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
  
 1B)2ND RESPONSE, THE RESPONSE INDICATES RESUME IN
 PACKAGE FROM ATC GROUP SERVICE LLC. NOT IN PACKAGE.
 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) 2ND REQUEST. RESPONSE AGAIN STATES THE CONTRACTORS
 RESUME IS WITHIN THE PACKAGE, NO CONTRACTOR RESUME? IS
 IN THE PACKAGE. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D)2ND REQUEST. 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) 2ND REQUEST. 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.
 2 SETS OF PLANS SUBMITTED.
 2 SETS OF BUTLER STEEL BUILDING PLANS.
 2 SIGNED AND SEALED GEOTECHNICAL ENGINEERING REPORTS
 SUBMITTED.
 2 STRUCTURAL CALCULATIONS FOR DRY EXPANSION
 2 STRUCTURAL DESIGN DATA REPORTS SUBMITTED.
  
 1F) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACHS
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2) SEMI-COMPLIED 2 SIGNED AND SEALED SOILS REPORTS WERE
 SUBMITTED, NOT 3. 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) PROVISO: ENW WILL REVIEW TILT WALL PANEL EMBED SHOP
 DRAWINGS.
  
 4) SEMI- COMPLIED, ONLY 2 SIGNED AND SEALED DOCUMENTS
 SUBMITTED, NEED A THIRD SET OF 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) 2ND REQUEST. 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. ONLY 2 SETS SUBMITTED.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 6)2ND REQUEST. THE RESPONSE INDICATES ON SHEET A302 IN
 THE FINISH SCHEDULE THE FLORIDA APPROVAL NUMBERS, BUT
 THE ACTUAL FLORIDA PRODUCT APPROVAL COVERSHEETS AND ALL
 TECHNICAL SHEETS NEED TO BE SUBMITTED, 3 SETS. IT IS
 CRUCIAL TO SEE THE SPANS AND THE ASSOCIATED PRESSURES
 FOR THE WALLS AND ROOF CLADDING.
 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) SEMI- COMPLIED, UNTIL THE ACTUAL PRINTED PRODUCT
 APPROVAL DOCUMENTS CAN BE VERIFIED THE LISTING THEM IN
 THE FINISH SCHEDULE DOES NOT CONSTITUTE CODE
 COMPLIANCE, TYPE OF WALL AND ROOF PANELS TO BE
 VERIFIED, WIDTH OF PANEL, CONFIGURATION OF PANEL, GAUGE
 OF MATERIAL, SPANS OF GURTS AND PURLINS VERSES
 PRESSURES, CODE COMPLIANCE CANNOT BE DETERMINED. 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) 2ND REQUEST. PLEASE PROVIDE THE FL 12492.3 TO VERIFY
 CODE COMPLIANCE.
 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) COMPLIED. IMPACT FEES.
  
 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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