Plan Review Notes
Plan Review Notes For Permit 14090659
Permit Number 14090659
Review Stop B
Sequence Number 3
Notes
Date Text
2015-02-04 11:38:32BUILDING PLAN REVIEW
 PERMIT: 14090659
 ADD: 500 BELVEDERE RD
 CONT: OAK CONSTRUCTION
 TEL:(954)583-9625
  
 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.
  
 4TH REVIEW
 DATE: SAT. FEB. 28/2015
 ACTION:
  
 IMPORTANT NOTICE: EFFECTIVE MARCH 2, 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 PROJECTDOX 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
  
  
 1) COMPLIED.
  
 2) COMPLIED.
  
  
 3) COMPLIED. SOILS REPORTS.
  
 4-13) BUILDING PROVISO;
  
 5-13) 107.3.4.2 DEFERRED SUBMITTALS: 107.3.4.2 FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE (PUBLIX) WHO SHALL REVIEW THEM AND
 FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 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
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFTOP
 INSULATION
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS, A/C ROOF CURBS AND ADAPTORS
  
 14)(A-C) COMPLIED.
  
 .
  
 14C) . REVISION REQUIRED. THE DOOR SCHEDULE HAS BEEN
 MOVED SO THE DOOR IDENTIFICATION NUMBERS ARE VISIBLE.
 THE REMAINING ISSUE IS THE DOOR HARDWARE SHOWS HARDWARE
 TYPE GROUPS BUT THERE IS NO HARDWARE SCHEDULE SHOWN ON
 THIS PAGE. COMPLIANCE WITH DOOR TYPE AND REQUIED
 HARDWARE CAN NOT BE VERIFIED. RESPONCE INDICATES SEE
 SHEET PM-5. SHEET PM 4-5 BOTH SHOW THE HARDWARE SPECS,
 NOT A HARDWARE SCHEDULE. A REVISION WILL BE REQUIRED
 WITH A HARDWARE SCHEDULE, REVIEWED AND APPROVED BY THE
 BUILDING DEPARTMENT BEFORE THE FRAMING INSPECTION.
  
 14D-E) COMPIED.
  
 15) SEMI-COMPLIED. SHEET LS-1 VESTIBULE THE PLANS SHOW
 A NEW LOCATION FOR 2 ELECTRIC CARTS. THE LOCATION AS
 SHOWN ON THE PLANS IS NOT CLEAR IF THE 30 X 48 INCH
 CLEAR FLOOR SPACE IS MAINTAINED IN THE 2 ELECTRIC CART
 LOCATIONS. SHEET LS-1 AND EQ-1 ARE REVISED, SHEET EQ
 HAS A OTE CART STOP SEE A-1 FOR DETAILS BUT THERE IS NO
 DETAIL SHOWING THE ELECTRIC CART BUT A DETAIL OF THE
 FINISHED CORNER.
  
 16-17) COMPLIED.
  
 17)
  
 18A-B) 4TH REVIEW.DETERMINING THE WIND DESIGN CRITERIA
 FOR COMPONENTS & CLADDING AND ASSOCIATED PRESSURES.
 SHEET A-1 DESIGN PRESSURES ARE AS REQUESTED IN VASD.
 THE DESIGN CRITERIA THE DESIGNER OF RECORD HAS USED IS
 ASCE 7-10 TABLE 28.3-1. THIS TABLE IS TO BE USED IN
 CONJUNCTION WITH THE MWFRS, MAIN WIND FORCE RESISTING
 SYSTEM. WITHIN THIS TABLE THE MULTIPLIER OF 1.16 IS FOR
 A EXPOSURE D.
  
 PLEASE REFER BACK TO CHAPTER 26 WIND LOADS : GENERAL
 REQUIREMENTS 26.1.2.1 MAIN WIND FORCE RESISTING SYSTEM
 (2) IS FOR THE ENVELOPE REQUIREMENTS OF A BUILDING SUCH
 AS BAR JOIST SYSTEMS. FOR DETERMINING MWFRS YOU USE
 TABLE 28.2-1 STEP 4 DETERMINING VELOCITY PRESSURE
 EXPOSURE COEFFICIENT, K2 OR KH, SEE TABLE 28.3-1.
  
 SECTION 26.1.2.2 DEALS WITH COMPONENTS & CLADDING. ALSO
 SEE 26.7.4.2 ENVELOPE PRESSURES CHAPTER 28 FOR THE
 MWFRS. 26.7.4.4.
 COMPONENTS AND CLADDING ARE DESIGNED UNDER CHAPTER 30
 COMPONENTS AND CLADDING ARE BASED ON THE EXPOSURE
 CATEGORY RESULTING IN THE HIGHEST WIND LOADS FOR ANY
 WIND DIRECTION AT THE SITE. PLEASE REFER TO TABLE
 30.4.1 OR TABLE 30.5-1 (SIMLIFIED METHOD) STEPS TO
 DETERMINE FOR THE STEPS TO DETERMINE COMPONENTS &
 CLADDING WIND LOADS FOR ENCLOSED LOW -RISE BUILDINGS.
  
 18C) THE ROOF ZONES NOT IDENTIFIED NOR THE PRESSURES
 FOR THE ROOF ZONE. THIS COMMENT WAS MEANT FOR ROOF
 ZONES FOR COMPONENTS AND CLADDING. SHEET S-7 THE DECK/
 ROOFING UPLIFT PLAN IS IN VULT. IS THIS FOR THE ACTUAL
 ROOF DECK? AND NOT THE ROOF COVERING, UNDER THE 4TH
 REVIEW THERE ARE NOW VASD PRESSURES FOR ROOF JOIST
 ASWELL FOR COMPONENTS AND CLADDING.
 MCG SHEET S.001 PROVIDES BOTH WALL AND ROOF PRESSURES
 FOR ZONES 1-5 THIS PLAN TAKES PRESSURES SUPPOSED AT 38
 FEET. THERE IS A LOWER ROOF WITH A 3 FT. PARAPET. ROOF
 ZONE 3 FOR THE LOWER ROOF SHOULD HAVE THE SAME
 PRESSURES AS FOR ZONE 2 FOR A MENA ROOF HEIGHT OF
 APPROX. 29 FT. THERE WILL STILL NEED PRESSURES A ZONE 3
 FOR THE HIGHER PORTION OF ROOF SEE MCG SHEETS A304 &
 A305 ELEVATIONS OF 36FT-8 IN AND 38 FT. I SPOKE WITH
 THE DESIGNERS OF USING THE 30 FT ELEVATION FOR THE
 LOWER ROOF AND WALL PRESSURES AND A SEPARATE HEADING
 FOR ROOF ZONE 3 AT ELEVATION 38 FT AND THE ASSOCIATED
 HIGHER PRESSURES.
  
 19-26) COMPLIED.
 .
  
 27) DEFERRED SUBMITAL PRESSURES PROVIDE FOR INSULATION
 SHEETS . ROOF TOP INSULATION TO BE A DEFERRED
 SUBMITTAL.
  
 28) NO ACTION NEEDS TO BE TAKEN JUST A WORD OF
 CAUTION!L SHEET S-4 BAR JOIST SPACING. NOTE DEPENDING
 ON THE ROOFING PRODUCT APPROVAL, SPACING OF BAR JOIST
 AND OR THE THICKNESS OF THE STEEL DECK MAY BE A ISSUE
 ONCE THE ROOFING APPROVAL HAS BEEN SUBMITTED. 107.2.1.2
 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE
 COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE
 SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR
 ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH
 THE CONSTRUCTION DOCUMENTS. THE ISSUE IS NOT PRESSURES
 AS MUCH AS ALLOWABLE SPANS THAT WILL SHOW UP UNDER THE
 ROOFING APPROVAL.
  
  
 29 )BUILDING PROVISO, DEFERRED SUBMITTAL. ATAS WIND
 LOCK SUFFIT PANELSWERE SUBMITTED THE FL COVERSHEET WAS
 NOT INCLUDED IDENTIFYING THE PRODUCT. THE STRUCTURAL
 SHEETS DO NOT PROVIDE THE NEGATIVE PRESSUES FOR THE
 SOFFIT. SEE SHEET A502 DETAIL # 01. PRODUCT APPROVAL:
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING.
  
 30) BUILDING PROVISO: ALL DEFERRED SUBMITTALS TO BE
 REVIEWED BY PUBLIX THE DESIGNER OF RECORD.2010 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..
  
 31) COMPLIED.
  
 32) DEFERRED SUBMITTAL: DEALS WITH THE USE OF EFIS TYPE
 SYSTEMS. RESPONSE INDICATES 3 SETS OF PRODUCT APPROVAL
 BEING SUBMITTED, COMMENTS 5-13 THE DESIGNER OF RECORD
 "PUBLIX" HAS ELECTED TO HAVE THE PRODUCT APPROVALS BE A
 DEFFERED SUBMITAL. PLEASE NOTE THE RESPONSE INDICATES A
 SHEET T001, I'VE NOT FOUND THIS SHEET IN EITHER THE
 PUBLIX NOR MCG PLANS. THE RESPONSE ALSO INDICATES THAT
 THERE WAS A E-MAIL RESPONSE. WHEN THE DEFERRED
 SUBMITTAL IS SUBMITTED, THE MANUFACTURERS INSTALATION
 BOOKLET (3) WILL BE REQUIRED, (1) FOR RECORD RETENTION,
 (1) FOR THE RESIDENT INSPECTOR AND (1) SET FOR THE
 CONTRACTOR AND MEP INSPECTORS.
  
 33) SEMI- COMPLIED. SHEET S001 OF THE MCG DRAWINGS LIST
 THE WIND DESIGN AS 170 VULT AND 132 VASD, THEN LIST THE
 PRESSURES FOR ALL ZONES BOTH POSITIVE AND NEGATIVE, IN
 VASD SEE COMMENT 18C.
  
 34) 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.
  
 35) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  


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