Plan Review Notes
Plan Review Notes For Permit 10040228
Permit Number 10040228
Review Stop B
Sequence Number 1
Notes
Date Text
2010-04-26 14:34:10 
 BUILDING PLAN REVIEW
 PERMIT: 10040228
 ADD: 301 N OLIVE AVE.
 CONT: CATALFUMO
 TEL: (561)308-9709
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 APRIL 26 /2010
  
 BRPH ARCHITECTS, ENGINEERS, CONSTRUCTORS
 TEL: 561-616-5878
 ARCH: LEILA ROUADY AR 94061
 STRUC. ENG. ROBERT BROWN FL PE 56928
  
 REVIEW
 ACTION: DENIED
  
 1) THE PLANS DO NOT PROVIDE THE LOCATION OF THE
 PROJECT. 61G1-16.004 FL. ADMIN. CODE. PLANS PREPARED BY
 A REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK
 WHICH MUST:
 - STATE PROJECT NAME OR IDENTIFICATION\
  
 2) WITHOUT THE ADDRESS WITHIN THE TITLE BLOCK OF PLANS
 AND THE PERMIT APPLICATION INDICATING THE WORK TO BE
 COMPLETED UNDER 301 N OLIVE (PCN
 74-43-43-22-12-008-0010) THE PLANS ACTUALLY INDICATE
 THE WORK (BUILDING TO BE BUILT) TO BE LOCATED AT 215 N
 OLIVE (PCN 74-43-43-21-01-053-0000) JUST EAST OF THE
 PARKING GARAGE, PLEASE CORRECT THE PERMIT APPLICATION.
  
 3) PLEASE PROVIDE A PROPOSED PROPERTY LINE BETWEEN THE
 EAST SIDE OF THE PARKING GARAGE AND THE NEW CHILLER
 BUILDING WITH CODE CORRECT OPENING PROTECTIVE???S IN
 COMPLIANCE WITH TABLE 704.8, OR IS THIS DESIGN TO
 COMPLY WITH FBC-B 503.1.2 BUILDINGS ON THE SAME LOT.
 NOTE THIS BUILDING IS DESIGNED AS A TYPE II-B
 UNPROTECTED/ NON-SPRINKLERED BUILDING.
  
 4) SHEET A-101 INDICATES UNDER THE HEADING FIRE
 RESISTANCE RATINGS PER TABLE 601 BUT NO MENTION OF FIRE
 RESISTANCE RATINGS REQUIRED PER TABLE 602, PLEASE
 PROVIDE THE DISTANCE TO THE NORTH PROPERTY LINE AND
 ALSO TO THE WEST FOR AN ASSUMED PROPERTY LINE IF NOT TO
 BE CONSIDERED A SINGLE BUILDING PER FBC-B 503.1.2.
  
 5) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 5A) EXTERIOR METAL SWING DOOR
 5B) EXTERIOR COILING DOOR
 5C) EXTERIOR MECHANICAL WALL LOUVER
 5D) ROOF ASSEMBLY
 5F) ROOF HATCH
  
  
 6) 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.
  
 7) SHEET S-001 INDICATES THERE IS A GEOTECHNICAL REPORT
 COMPLETED BY TIERRA SOUTH FLORIDA COMPLETED 10/21/09.
 PLEASE SUBMIT (2) ORIGINALS SIGNED AND SEALED.
 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 .
  
 8) SHEET S-001 DESIGN LOADS INDICATE THE COOLING TOWER
 LOAD A 97,600 LBS.(OPERATING LOAD).
 THE QUESTION IS IS THIS WEIGHT FOR A SINGLE COOLING
 TOWER OR A COMBINED WEIGHT FOR THE THREE
 (M-103) COOLING TOWERS? 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 9) SHEET S-001, CONCRETE NOTE #2 PROVIDES THE CONCRETE
 STRENGTH FOR FOUNDATIONS & SLAB ON GRADE, BUT MISSING
 THE CONCRETE STRENGTH FOR COLUMNS AND BEAMS. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 10) S-001 CONCRETE NOTE #8 & S-002 MASONRY NOTE #8 BOTH
 INDICATE SUBSTITUTIONAL MECHANICAL SPLICES PLEASE
 PROVIDE PRODUCT SPECS AND REVIEW BY STRUCTURAL
 ENGINEER. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 11) COOLING TOWERS: MECH. 301.12 WIND RESISTANCE
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FL BLDG.
 CODE. THIS MAY BE ACCOMPLISHED BY DESIGN OR BY
 APPLICATION OF SECTION 301.12.1.
  
 12) A-200 ROOF SCUPPERS AND DOWN SPOUTS SHALL DISCHARGE
 AT LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE
 SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
 EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS
 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6
 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GABLE
 END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 1503.6
 PROTECTION AGAINST DECAY AND TERMITES.
  
 13) SHEET A-301 INDICATES THE USE OF PRECAST MOLDING,
 AND TO BE SECURED TO WALL WITH ADHESIVE. PLEASE PROVIDE
 TYPE OF PRECAST MOLDING AND ADHESIVE, THIS MAYBE A
 ISSUE DEPENDING WHERE AN ASSUMED PROPERTY LINE MAY BE
 LOCATED. 1406.2.2 ARCHITECTURAL TRIM.
  
 14) NOTE: AWNING PERMITS TO BE UNDER SEPARATE PERMIT!
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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 1953JIM WITMER
 C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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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