Plan Review Notes
Plan Review Notes For Permit 04111429
Permit Number 04111429
Review Stop B
Sequence Number 2
Notes
Date Text
2005-03-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04111429
 ADD: 1900 PALM BEACH LAKES BLVD
 CONT:SHAH, DROTOS & ASSOC
 TEL: (954)943-9433
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)SECOND REQUEST NUMBER 2 FROM THE
 PREVIOUS REVIEW. THIS PROJECT IS LOCATED
 IN A QUESTIONABLE SOILS ZONE. THE
 STRUCTURAL ENGINEER MAY DESIGN THE
 BUILDING TO PERFORM TO A MINIMUM SAFE
 BEARING CAPACITY BUT HOW DOES HE KNOW
 WHAT THAT CAPACITY IS? PROVIDE THE
 FOLLOWING SOILS INFORMATION;
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) SECOND REQUEST NUMBER 3 FORM THE
 PREVIOUS REVIEW, THE RESPONSE WAS
 ,PLEASE REFER TO ENERGY CALCULATIONS AND
 REPORT FROM THE MECANICAL ENGINEER. NO
 ENERGY CALCUALTIONS NOR REPORT
 SUBMITTED.
 FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J".
  
 4) SECOND REQUEST, COMMENT # 4 FROM THE
 PREVIOUS REVIEW DEALS WITH SIGNED &
 SEALED PLANS, REPORTS ( STRUCTURAL
 CALCULATIONS) TRUE WHILE PLANS DO NOT
 NEED TO BE SEALED FOR PLAN REVIEW, IF
 PLANS ARE PERMIT READY ALL THE DESIGN
 PROFESSIONAL WILL COME INTO CITY HALL
 TO SIGN AND SEAL (RAISED) PLANS. PLANS
 IF READY FOR PERMIT DO NOT GET STAMPED
 UNTIL ALL FEES ARE PAID AND IMPACT FEES
 PAID TO THE COUNTY.
 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 STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 5) SECOND REQUEST, COMMENTNUMBER 5
 FROM THE PREVIOUS REVIEW, DEALS WITH
 TYPE VI CONSTRUCTION IN THE FIRE ZONE,
 RESPONSE BUILDING TYPE IS TYPE V-B. THIS
  
 MAY BE A BUILDING TYPE IN THE IBC BUT IT
 ISN'T IN THE 2001 FLORIDA BUILDING CODE.
 CORRECT ON THE CODE COMPLIANCE SHEET
 T1.1 AND ON S701 DETAIL (2) THE WORDING
 "FIREPROOF PLYWOOD" PROVIDE
 DOCUMENTATION OF "FIREPROOF PLYWOOD"
 MEETING THE REQUIREMENTS OF ASTM 136 OR
 ASTM E 84.I BELIEVE THE TERM SHOULD BE
  
 "FIRE RETARDENT TREATED".
  
 6) SECOND REQUEST DEALS WITH IN THE
 CORRECTION OF THE ABOVE CODE COMPLIANCE
 LISTED ABOVE, TYPE V, UNSPRINKLERED NOT
 "B".
  
 7) SECOND REQUEST, COMMENT 10 FROM THE
 PREVIOUS REVIEW, DEALS WITH DOOR # 100,
 THE PRODUCT APPROVAL SUBMITTED IS FOR A
 SERIES "2000 O-SX-SX-O ALUMINIUM
 AUTOMATIC SLIDING GLASS DOOR SYSTEM W/
 BREAKOUT. THE DOOR SCHEDULE EVEN HAS THE
  
 NOA FOR THE ABOVE MENTIONED, BUT IN WOOD
 NOT ALUMINIUM, EXPLAIN.
 7B) RESPONSE ALSO INDICATES THAT THE
 DOOR WILL BE FITTED WITH PANIC HARDWARE,
 HOW WILL THIS BE ACCOMPLISHED WITH THE
 HORIZONTAL SLIDING MOTION?
  
 8)SECOND REQUEST,COMMENT # 15 FROM THE
 PREVIOUS REVIEW, 1606.2.4 MAIN FORCE
 RESISTING SYSTEM, DOES NOT INDICATE A
 ROOF FRAMING PLAN AND TRUSS ANCHOR
 SCHEDULE INDICATING THE POSITIVE AND
 NEGATIVE AND HORIZONTAL FORCES ACTING
 AGAINST THE TRUSSES. RESPONSE REFER TO
 ATTACHED RESPONCE FROM THE STRUCTURAL
 ENGINEER. AGAIN NO RESPONSE, NO
 INFORMATION?
  
 9) SECOND REQUEST, COMMENT 16 FROM THE
 PREVIOUS REVIEW, 1707.3.1 JOIST
 HANGERS, FRAMING ANCHORS & SIMILAR
 DEVICES SHALL BE TEST- ED IN ACCORDANCE
 W/ ASTM D 1761 & BE LABELED AND LISTED
 FOR THEIR LOAD CARRY- ING CAPACITY.
 THE RESPOSE: SEE ATTACHED RESPONSE FROM
 STRUCURAL ENGINEER, AGAIN NO RESPONSE,
 NO INFORMATION?
  
 10) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS- (2) DIRRENT NOA WERE
 SUBMITTED FOR STOREFRONT WINDOWS FOR
 ARCH,(1) NOA 01-0619.01 FOR INTERIOR
 GLAZED UNITS (2) NOA 03-1211.08 FOR
 INTERIOR OR OUTSIDE GLAZED UNITS. WHICH
 WILL BE USED IF BOTH PROVIDE A SCHEDULE
 FOR VARIFICATION.
 B)MULLIONS: DEPENDING ON THE ABOVE
 INFORMATION
 SEPERATE MULLION REPORTS MAY BE
 REQUIRED.
 C) MISSING PRODUCT INFORMATION FOR A
 AUTOMATIC WOOD SLIDING ENTRY DOOR W/
 BREAKAWAY DOOR
 H) ROOFING REPORTS: J. M. METALS SEE
 NOA REQUIREMENTS FOR A OR B FIRE RATING
 REQUIREMENTS ( REFER TO ORIGINAL COMMENT
  
 NUMBER ((7) FBC* F102.2.4ROOF
 COVERINGS, ON BUILDINGS LOCATED IN THE
 FIRE DISTRICT, SHALL CONFORM TO THE
 REQUIREMENTS OF CLASS A OR B ROOF
 COVERINGS, AS DEFINED IN FBC 1505.
 ANNOTATE THE PLANS TO DEMONSTRATE
 COMPLIANCE.) NOA UNDER APPROVED SYSTEMS
 FIRE BARRIER BOARD SEE WHAT ADDITIONAL
 MATERIALS THAT CAN BE APPROVED TO MAKE
 AN APPROVED FIRE BARRIER.
  
 11) 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.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  


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