Plan Review Notes
Plan Review Notes For Permit 08120369
Permit Number 08120369
Review Stop B
Sequence Number 2
Notes
Date Text
2009-02-23 16:54:24BUILDING PLAN REVIEW
 PERMIT: 08120369
 ADD: 100 N CLEMATIS ST
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 FEB. 23,2006
 2ND REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & 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.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. 106.1* /2004
 SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE
 CODE.
  
 1C) COMPLIED.
  
 2) QUEATIONABLE SOILS COMPLIED. SEE FOUNDATION PERMIT
 FOR SOILS ENGINEEER.
  
 3) BUILDING PROVSO:BUILDING LOCATION: THIS STRUCTURE IS
 LOCATED WITH A A-5 FLOOD ZONE. THE FINISH FLOOR CAN NOT
 HAVE A FINISH FLOOR ELEVATION LESS THAN 7'-6".
  
 4-7) COMPLIED.
  
 8) SHEET VC A-1.0 ACCES RAMP SECTION INDICATES THE USE
 OF STAINLESS STEEL CABLES ON ALUMINUM POST HANDRAIL
 SYSTEM. SHOW COMPLIANCE WITH:
 1607.7.1.1 CONCENTRATED LOAD.
 HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST
 A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN),
 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP,
 AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO
 TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL
 ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED
 TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE
 PRECEDING PARAGRAPH.
 1607.7.1.2 COMPONENTS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO
 WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50
 POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT
 (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS.
 REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE
 SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR
 1607.7.1.1.
  
 9) VC A-1.0, VC A-5.0 & VC A-6.0 ALL INDICATE THE USE
 OF HI-LO DRINKING FOUNTAINS SHEET VC A-6.0 INDICATES
 THE MAXIMUM HEIGHT THE UNITS ARE TO BE SEET AT BUT FAIL
 TO INDICATE THE MINIMUMHIGTH TO NOT BE CONSIDERED
 PROTRUDING OBJECTS 11-4.4.1.SEE FIGURE 11-8(A)(B). THE
 LOW SIDE IS IN COMPLIANCE BUT THE HIGH SIDE WOULD NEED
 A APRON TO DROP IT TO THE DESIRED HEIGTH.
  
 10) COMPLIED.
  
 11) 2ND REQUEST, DISCREPANCY IN PLANS BETWEEN VC A-3.0
 & VC A-7.0 PLEASE REVIEW WHERE THE TRUE LOWEST POINT IN
 THE ROOF WILL BE AND THE DISTANCE FROM THE FRONT EDGE
 OF THE ROOF. IT APPEARS THE ROOF DRAINS ARE LOCATED
 APPROXIMATELY 5'-9" BACK FROM THE FRONT DEGE OF THE
 ROOF WHERE AS THE SCUPPERS ARE LOCATED ONLY 4'-0" AWAY
 FROM THE FRONT EDGE OF THE ROOF.SHEET VC A-7.0 IT
 APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST
 PORTION OF ROOF. 1503.4. THE NEW DETAIL 2 LOCATED
 WITHIN SHEET VC A-3.0 THE ROOF DRAIN IS LOCATED HIGHER
 THAN THE HIGHEST POINT IN THE CRICKET, IN OHTER WORDS
 THE ROOF DRAINS WILL NOT TAKE ANY OF THE RUN OFF AND
 THE OVER FLOW SCUPPERS WILL TAKE ALL THE ROOF RAIN
 WATER. AS DRAWN 9" OF WATER WILL POND. 1503.4.3.
  
 12) 2ND REQUEST PLEASE PROVIDE A ROOFING CUT SECTION AT
 THE ROOF DRAINS INDICATING THE TYPE OF INSULATION TO BE
 INSTALLED, PLEASE ALSO NOTE THE ENERGY CALCULATIONS
 INDACATE A MINIMUM OF R-20.4 VALUE FOR ROOF INSULATION.
 WITHIN THE ROOFING PRODUCT APPROVAL PLEASE HIGHLIGHT OR
 CIRCLE THE SUB-SYSTEM TO BE INSTALLED AND PLEASE
 SPECIFY THE TYPE OF INSULATION AND HICKNESS IT WILL
 TAKE TO MEET THE REQUIREMEENTS OF THE ENERGY CODE,
 PLEASE SEE BOAFS INFORMAL INTERPRETATION ON
 13-404.ABCD.1 THE NEW DETAIL# 2 LOCATED ON SHEET VC
 A3.0 INDICATES A NOTE OF 2" MINIMUM INSULATION AT THE
 ROOF DRAIN. THE ROOFING PRODUCT APPROVAL SUB,MITTED
 INDICATES THE USE OF POLYTHERM ROOFINSULATION TO
 ACHIEVE A R-VALUE OF 20.4 THE MINIMUM ROOF INSULATION
 LOCATED AT THE ROOF DRAIN WOULD BE 3.25 INCHES, SEE
 MANUFACTURERS SPEC.
  
 13) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
 DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, EITHER MISSING
 REPORTS OR MISSING INFORMATION ARE AS FOLLOWS:
 13A) FIXED WINDOWS/STOREFRONT / (CURTAINWALL) HIGHLIGHT
 WHICH SYSTEM IS TO BE USED, SHEET VC A 8.1 DETAIL 5 AND
 9 . DETAIL# 5 INDICATES USE OF A 1X FASTENED TO A STEEL
 COLUMN NO INFORMATION IS PROVIDED
 FOR THE ATTACHMENT OF THE WOOD BUCK TO THE STEEL COLUMN
 IN THE ARCHITECTURAL NOR STRUCTURAL SHEET. THE SECOND
 ISSUE IS DETAIL# 9 THE TOP OF THE WINDOW FRAME IS
 ATTACHED DIRECTLY TO THE STEEL BUT NO
 INFORMATION IS PROVIDED ON THE ARCHITECTURAL NOR
 STRUCTURAL SHEET.
 13B) EXTERIOR GLAZED DOORS - TWO PRODUCT APPROVALS WERE
 SUBMITTED FOR GLAZED DOORS FL5705 CORRIM AND YKK NOA
 06-0306.02 WHICH IS TO BE INSTALLED?
 13C) EXTERIOR HOLLOW METAL DOORS- NO PRODUCT APPROVALS
 WERE SUBMITTED.
 13D) METAL WALL PANELS( WALL LOUVERS) OK
 13E) WALL LOUVERS OK
 13F) SOFFIT MATERIALS -STUCCO NO APPROVALS REQUIRED
 13G) ROOFING SYSTEMS
 1) ROOF INSULATION REVIEW THE MINIMUM THICKNESS FOR A
 20.4 R-VALUE SEE ENERGY INPUT DATA REPORT
 2) PRODUCT APPROVAL NOA 07-1030.01
 DECK TYPE 21: STEEL INSULATED
 DECK DESCRIPTION 18-22 GAUGE TYPE B
 SYSTEM TYPE B
 MAXIMUM DESIGN PRESSURE -90 PSF LIMITATION # 7 ALLOWS
 FOR ENHANCED FASTENING S-4 FOR THE ROOF ZONE 3 REQUIRES
 -107. THE RAS 117 CALCULATIONS CAN BE COMPLETED BY
 EITHER A ARCHITECT, ENGINEER OR REGISTEERED ROOF
 CONSULTANT.
  
 14-15) COMPLIED.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 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.


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