Plan Review Notes
Plan Review Notes For Permit 09090440
Permit Number 09090440
Review Stop B
Sequence Number 2
Notes
Date Text
2009-12-15 18:35:25BUILDING PLAN REVIEW
 PERMIT: 09090440
 ADD: 836 BELVEDERE RD
 CONT: CORPORATE PROPERTY SERVICES, INC.
 TEL: (954)426-5144
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
 DEC. 15/ 2009
  
 1)2ND REQUEST, TWO COPIES OF SOILS REPORTS WERE
 SUBMITTED, NOT ORIGINAL SIGNED AND SEALED REPORTS.
 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.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 PLEASE PROVIDE THE GEOTECHNICAL REPORT COMPLETED BY P.
 S. I. INC. 1802.2.1 QUESTIONABLE SOIL. WHERE THE
 SAFE-SUSTAINING POWER 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 REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 2) 2ND REQUEST, THE TITLE SHEET T1.0 INDICATES IN THE
 INDEX THERE SHOULD BE A S2.0 FRAMING SHEET WHICH IS
 MISSING FROM BOTH SETS OF PLANS. SHEET S1.0 NOTE# 8
 INDICATES THAT SHEET S2.0 HAS THE MASONRY PIER
 SCHEDULE, CAN'T BE REVIEWED AT THIS TIME, THERE MAY BE
 ADDITIONAL COMMENTS ONCE REVIEWED. S-2 IS NOT DELETED
 FROM THE T1.0 TITLE SHEET.
  
 3) 2ND REQUEST, SHEET S1.0 HAS TWO WALL SECTION DETAIL
 7 SHEET S4.0 AND DETAIL#18 & 20 SHEET S4.2 AS WELL AS
 SHEET A5.0 WALL SECTION B ALL INDICATE STEM WALL
 CONSTRUCTION A CONSTRUCTION JOINT AND A SECONDARY POUR
 PLEASE REVIEW SECTION :
 NEW CODE SECTION: 2603.8.2 CLEARANCE BETWEEN EARTH AND
 FOAM PLASTICS APPLIED TO THE EXTERIOR WALL SHALL BE NOT
 LESS THAN 6 INCHES. THE INTENT OF THIS SECTION IS THAT
 THE INSULATION NOT INTERFERE WITH MAKING A VISIBLE
 INSPECTION OF THE EXTERIOR WALL AT GRADE FOR SIGNS OF
 TERMITES OR THAT THE FOAM PLASTIC PROVIDE A MEDIUM FOR
 THE TERMITES TO TUNNEL THROUGH OR NEST IN.
 EFIS COVERINGS. 2603.8.1 FOAM-PLASTIC INSULATION
 INCLUDING, BUT NOT LIMITED TO, EXTRUDED OR EXPANDED
 POLYSTYRENE OR POLYISOCYANURATE SHALL NOT BE INSTALLED
 BELOW GRADE ON FOUNDATION WALLS OR BELOW GRADE ON THE
 EXTERIOR OF SLAB FOUNDATIONS.
  
 4-5) COMPLIED.
  
 6) 2ND REQUEST, SHEET A-1.0 LOWER LEFT HAND CORNER OF
 THE SHEET SEE EXTERIOR WALL DETAIL, VERSES THE ENERGY
 CALCS, THE PLANS CALL FOR ALL FILLED CELL /W FOAM
 VERSES THE ENERGY CALCS WHICH INDICATE 3/4INCH ISO
 INSULATION BETWEEN FURRING STRIPS, DISCREPANCY 106.1.1.
  
 7) BUILDING PROVISO: BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
 CONTRACTORS OPTION: TO SUBMIT PRODUCT APPROVALS A THIS
 TIME OR BEFORE INSULATION OF PRODUCT BEFORE THE FRAMING
 INSPECTION, LIST OF PRODUCT APPROVALS REQUIRED BY RULE
 9B-72:
 A) WINDOWS- STOREFRONT AND OPERABLE
 B) MULLIONS HORIZONTAL OR VERTICAL
 C) EXTERIOR DOORS GLAZED
 D) EXTERIOR DOORS METAL
 E) WALL LOUVERS
 F) EFIS WALL SYSTEMS
 G) ROOFING ASSEMBLIES
 H) PRE-ENGINEERED A/C STANDS
 I) STORM PANELS OR SHUTTERS IF WINDOWS ARE NOT TESTED
 TO LARGE MISSILE IMPACT RESISTANCE
  
 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7A) NEW COMMENT! SHEET A4.0 & A4.1 THE WINDOW AND DOOR
 PRESSURES ALSO APPEAR TO BE LOW IN POSITIVE AND
 NEGATIVE FOR ZONE 4, INTERIOR ZONES AND FOR ZONE 5 END
 ZONES. PLEASE ALSO IDENTIFY THE LOCATION OF THE END
 ZONES ON THE ELEVATIONS, SEE 1609.1.1 IT REFERENCES
 ASCE 7-05 FOR PRESSURES AND END ZONE LOCATIONS.
  
 8) 2ND REQUEST, SEMI-COMPLIED. 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.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 ROOF TOP MECHANICAL EQUIPMENT: 301.13 FBC MECHANICAL.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING. NOTE THIS DOES NOT
 ONLY MEAN THE ATTACHMENT OF THE UNIT TO THE BASE
 SUPPORT BUT THE EXTERIOR CABINET OF THE UNIT ITSELF.
 ENGINEERING LETTERS WILL SUFFICE.
  
 9A) 2ND REQUEST: BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
 PLEASE NOTE THE ROOFING PERMIT WILL BE A SEPARATE
 PERMIT AND WILL NEED TO INCLUDE THE PRODUCT APPROVAL,
 INDICATE WHICH SUB-SYSTEM TO BE INSTALLED ON THIS
 PROJECT. IF A MIAMI-DADE NOA IS SUBMITTED IT MAY HAVE
 VARIOUS OPTIONS FOR FASTENING OF THE ROOFING PRODUCT
 AND INSULATION WITHIN EACH SUB-SYSTEM.
 EACH OPTION WILL HAVE IT OWN DESIGN PRESSURES. THE
 PRODUCT APPROVAL WILL ALSO STATE IF EACH SYSTEM CAN
 HAVE ENHANCED FASTENING (LIMITATION 7) OR LIMITATION 9
 WHICH DOES NOT ALLOW FOR ENHANCED FASTENING.
  
 9B) 2ND REQUEST, BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
 THE OTHER ISSUE YOU WILL NEED TO ADDRESS IS ROOF
 INSULATION, A MINIMUM R-VALUE OF R-29.5( NEW R-VALUE,
 NEW ENERGY CALCS) WILL NEED TO BE OBTAINED ( ENERGY
 CALCULATION) . UNDER THE ROOFING PERMIT PLEASE PROVIDE
 A ROOF INSULATION PLAN.
  
 9C) NEW COMMENT! PLEASE REVIEW SHEET S3.0 ROOF PLAN THE
 PRESSURES INDICATED FOR THE ROOF ARE AS INDICATED FOR
 BAR JOIST OR THE TRIBUTARY AREA FOR EACH JOIST. THIS IS
 NOT A TRUE REFLECTION OF THE NEGATIVE PRESSURES THAT
 WILL BE FOUND ON THE ROOF ASSEMBLY FASTENERS BE AWARE
 THE PRESSURES WILL BE GREATLY HIGHER!!!
  
 9D) NEW COMMENT! SHEET S3.0 ROOF PLAN ONLY INDICATES
 PRESSURES FOR THE INTERIOR ZONES (ZONE 1) AND CORNER
 ZONES (ZONE 2) BUT NO ZONE 3 PRESSURES FOR THE CORNER
 ZONES.
 ITS TRUE THE BACK OF THE BUILDING DOES HAVE A 4'-0''
 PARAPET ELIMINATING THESE ZONES BUT THE
 FRONT OF THE BUILDING DOES NOT HAVE A 3'-0'' PARAPET
 WHICH WOULD ELIMINATE ZONE 3 PRESSURES WILL BE AS HIGH
 AS -89 FOR AN "B" EXPOSURE.
  
 10-13) COMPLIED.
  
 14) SHEET A5.1 DETAIL F & A5.2 DETAIL J & I ARE ALL
 WALL SECTION AT THE TOWER , IN ALL CASES THERE IS AN
 EXPANSION JOINT/ COLD JOINT WHICH ALLOWS WATER TO SEEP
 INTO THE FRAMED WALL, ALLOWING THE WOOD TO ROT. THE
 OTHER ISSUE AS STATED EARLIER THE REQUIREMENT UNDER
 2603.8.1 TO ALLOW FOR A VISUAL INSPECTION FOR TERMITES,
 WE NORMALLY SEE THIS AREA POURED IN CONCRETE 8???
 HIGHER THAN THE SLAB SO THERE IS NO COLD JOINT AND THE
 STUCCO FINISH IS APPLIED DIRECTLY TO THE CONCRETE AS IF
 A MASONRY WALL
 2304.11.2.4 SLEEPERS AND SILLS. SLEEPERS AND SILLS ON A
 CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH
 EARTH SHALL BE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 2304.11.2.6 WOOD SIDING. CLEARANCE BETWEEN WOOD SIDING
 AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE
 LESS THAN 6 INCHES (152 MM) EXCEPT WHERE SIDING,
 SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 15-16) COMPLIED.
  
 17) 2ND REQUEST, SHEET ADA 1.1 AT THE FRONT OF THE
 BUILDING PLANS INDICATE A SINGLE DOOR PLEASE INDICATE
 THE BUILD OUTS ON EACH SIDE OF THE DOOR, PROVIDE THE
 WIDTH OF THE SIDE WALK AND INDICATE THE SIDE APPROACH
 FOR AN OUT SWING DOOR AS INDICATED IN FIGURE 25 (B)
 MANEUVERING CLEARANCES AT DOORS, SEE VALUES FOR X & Y.
  
 SHEET A1.0 IT APPEARS TO BE LESS THAN THE REQUIRED 36''
 IF X=36'' AND Y NEEDS TO =60'' PLEASE REVIEW FIGURE 25
 (B), THANK YOU.
  
 18) 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  


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