Plan Review Notes
Plan Review Notes For Permit 17070066
Permit Number 17070066
Review Stop B
Sequence Number 2
Notes
Date Text
2017-08-22 10:56:442014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070066
 ADD: 2310 FLORIDA AVENUE
 CONT: FIVE CONSTRUCTION
 TEL: 561-762-7272
 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: TUES. JULY 11/ 2017
 ACTION: DENIED
  
 1-3) COMPLIED.
  
 4) SHEET A-102:
 4A)(1) 2ND REQUEST. PLEASE SHOW THE ACCESSIBLE ROUTE
 FROM THE PARKING LOT TO THE LIFT PART OF THE LOADING
 DOCK APPROACH PLATFORM. PLEASE NOTE THAT THE LOADING
 DOCK IS PART OF A SERVICE ENTRANCE, AN ENTRANCE
 INTENDED PRIMARILY FOR DELIVERY OF GOODS OR SERVICES.
 PLEASE REVIEW THE DEFINITION FOR PUBLIC ENTRANCE.
 AN ENTRANCE THAT IS NOT A SERVICE ENTRANCE OR A
 RESTRICTED ENTRANCE. SHOW HOW A PERMANENT AND SAFE
 ACCESSIBLE ENTRANCE FOR THE PUBLIC CAN BE MAINTAINED.
  
 4A)(2) BUILDING PROVISO: MANUFACTURERS CUT SHEETS WILL
 BE REQUIRED, THE PLATFORM LIFT THAT WILL NEED TO MEET
 THE REQUIREMENTS OF THE 2014 FBC-ACCESS. CODE 410.
 (1-6) AND ASME A 18.1 OR A LULA LIFT AND REQUIRED TO
 MEET THE REQUIREMENTS IN THE ACCESS. CODE 408. (1-4.8)
 AND ASME A 17.1.
  
 4B-4C) COMPLIED.
  
 4D) SEMI-COMPLIED. DETAIL A IS OF A GUARDRAIL SYSTEM.
 SHEET A-102 SHOWS A GUARDRAIL DETAIL BUT THE NOTES FOR
 HEIGHT AND CODE SECTION PROVIDED ARE FOR HANDRAILS
 FBC-B 1012.2. GUARDRAIL HEIGHT IS LISTED UNDER
 2014 FBC-B 1013.3.
  
 5) SHEET A-301:
 5A) 2ND REQUEST. THE RESPONSE NARRATIVE INDICATES JOIST
 LOADING AND OCCUPANCY FOR ENCLOSED MEZZANINE SEE
 SECTION A/A-301. SHEET A301 DETAIL A INDICATES AN
 ENCLOSED OFFICE 1ST FLOOR, AND AN OPEN MEZZANINE LEVEL
 OCCUPANCY S-2 LOW HAZARD.
 5A)(1)PLEASE PROVIDE THE 2ND FLOOR WALL ENCLOSE IF THE
 MEZZANINE IS TO BE CONSIDERED ENCLOSED. SEE FBC-B
 505.2.3. PLEASE PROVIDE THE SQUARE FOOTAGE OF MEZZANINE
 AND OCCUPANT LOAD? FBC-B TABLE 1004.1.2.
  
 5A)(2) IN NEITHER THE FLOOR PLAN A-101 NOR A-103 IS
 THERE ANY STAIRS TO GAIN ACCESS TO THE MEZZANINE LEVEL.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 5A)(3) SHEET A-103 IT APPEARS TO BE PROVIDING THE LIVE
 AND DEAD LOADS OF THE MEZZANINE FLOOR LOADS BUT IS
 GIVING ROOF LL: 30 PSF AND DL: 20 PSF. IT WOULD APPEAR
 THAT THE DESIGNER OF RECORD IS TAKING VALUES FROM THE
 FBC-B TABLE 2308. 102(2) FOR CEILING JOIST SPANS FOR
 UNINHABITED ATTICS, LIMITED STORAGE 20 PSF. FOR THE
 MEZZANINE LEVEL FOR A STORAGE OCCUPANCY THE DESIGN IS
 EITHER 125 PSF LIGHT STORAGE OR DESIGNED TO 250 PSF
 HEAVY, 2014 FBC-B TABLE 1607.1(31).
  
 5A)(4) PLEASE PROVIDE ENGINEERING CALCULATIONS FOR THE
 MEZZANINE STORAGE, FOR THE SIZE AND SPACING OF FLOOR
 JOIST, BLOCK WALL MOUNTED FLOOR JOIST HANGERS, LEDGER
 AND ANCHORS, AND STRUCTURAL 6 INCH WOOD FRAME (FRT)
 WOOD WALL FOR SPACING, SPECIES AND GRADE OF WOOD. THE
 FLORIDA BUILDING CODE TABLES FOR FLOOR JOIST SPACING,
 AND WEIGHT ARE NOT DESIGNED FOR THE LOADING FOR STORAGE
 OCCUPANCY FLOOR SYSTEMS ABOVE GRADE.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4.1 GENERAL. WHEN IT IS REQUIRED
 THAT DOCUMENTS BE PREPARED BY A REGISTERED DESIGN
 PROFESSIONAL, THE BUILDING OFFICIAL SHALL BE AUTHORIZED
 TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE ON THE
 BUILDING PERMIT APPLICATION A REGISTERED DESIGN
 PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE.
  
 5A)(5) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION 106.1 LIVE LOADS POSTED. WHERE THE
 LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF SUCH
 DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE
 OWNER IN THAT PART OF EACH STORY IN WHICH THEY
 APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO
 REMOVE OR DEFACE SUCH NOTICES.
  
 5A)(6) 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
 CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111
 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS,
 REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 5A)(7) THE SHEET A-103 SECTION A SHOWS AN OPEN
 MEZZANINE, IF THIS DETAIL IS CORRECT, THEN PLEASE
 PROVIDE A GUARDRAIL SYSTEM IN COMPLIANCE WITH GUARDRAIL
 HEIGHT IS LISTED UNDER 2014 FBC-B 1013.3.
  
 1ST ROUND OF COMMENTS. THE PLANS INDICATE AN EXISTING
 OFFICE # 1 BUT THE SECTION DOES NOT INDICATE IF THE
 2X10S ARE CEILING JOIST AND LOAD OR IF THEY ARE TO BE
 CONSIDERED AS FLOOR JOIST AND THE LOADING OF THE JOIST?
 ADDITIONAL INFORMATION REQUIRED? PLEASE IDENTIFY IF THE
 AREA ABOVE THE OFFICE IS TO BE AN ENCLOSED A MEZZANINE,
 IF SO THE TYPE OF OCCUPANCY? 107.2.1.3. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5B) COMPLIED. WALL DETAIL W2/A-501 REMOVED.
  
 5C) SEE COMMENTS 5A COVERED UNDER 5A. PLEASE NOTE THE
 2X10 JOIST ARE SPACED AT 16 INCHES ON CENTER WHEREAS
 THE STEEL STUDS ARE SPACED AT 24 INCHES ON CENTER,
 PLEASE PROVIDE HOW THE LEDGERS ARE GOING TO BE SECURED
 TO A NON-STRUCTURAL STUD. PLEASE ALSO PROVIDE WHAT
 BUCKET WILL BE USED TO ATTACH THE JOIST TO THE
 HORIZONTAL LEDGER AND AT WHAT SPACING THE 2 LEDGERS ARE
 TO BE NAILED TOGETHER. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 6) COMPLIED.
  
 7) 2ND REQUEST. SUBMITTED A ENGINEERED ALUMINUM WALL
 BRACKET SUPPORT BY FRANK BENNARDO P. E. PLEASE NOTE
 STATED RIGHT ON THE DOCUMENT VALID FOR 1PERMITONLY WITH
 ORIGINAL ENGINEERS SEAL.
 THIS IS NOT A FLORIDA STATE APPROVAL OR MIAMI-DADE NOA.
  
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
  
 7A) FL ADMIN CODE 61G15-23.002 ENGINEERS. EFFECTIVE
 DATE 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS
 WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER
 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE
 PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
  
 7B) 61G15-23.002 SEALS ACCEPTABLE TO THE BOARD. WET
 SEALS, EMBOSSING SEALS AND DIGITALLY CREATED SEALS
 SHALL BE A MINIMUM OF 1-7/8 INCHES IN DIAMETER.
  
 1ST ROUND OF COMMENTS. MECHANICAL SHEET BY COOL WORLD
 SHOWS A NEW CONDENSER MOUNTED ON THE EXTERIOR WALL ON
 WALL BRACKETS, THIS IS NOT SHOWN ON ANY OF THE
 ARCHITECTURAL PLANS. PLEASE INCORPORATE THE DESIGN AND
 PLACEMENT. PLEASE ALSO PROVIDE THE WIND DESIGN CRITERIA
 FOR THE MOUNTING OF THE CONDENSER AND BRACKET.
  
 7C) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THE
 WALL MOUNT BRACKET EITHER ON THE STRUCTURAL
 SPECIFICATION SHEET G-004 AND OR M-3. 2014 FBC-B
 1603.1.4 WIND DESIGN DATA. THE FOLLOWING INFORMATION
 RELATED TO WIND LOADS SHALL BE SHOWN, REGARDLESS OF
 WHETHER WIND LOADS GOVERN THE DESIGN OF THE LATERAL
 FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 7.2. RISK CATEGORY.
 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 7D) ONCE THE KNOWN ELEVATION OF THE WALL MOUNTED A/C
 CONDENSER AND BRACKETS THEN COMPLIANCE WITH THE
 FOLLOWING CODE SECTIONS MAY OR MAY NOT BE REQUIRED.
 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES. ACCESS.
  
 8) SEMI-COMPLIED. SEE 7A & 7B. 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)(G) PRE-ENGINEERED A/C STANDS
  
 9) 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..
  
 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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