Plan Review Details - Permit 04051247
Plan Review Stops For Permit 04051247
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2004-06-17 Cont ID  
Sent By rbrown Date 2004-06-17 Time 14:26 Rev Time 0.00
Received By rbrown Date 2004-06-17 Time 14:26 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-06-04 Cont ID  
Sent By mjacobs Date 2004-06-16 Time 15:10 Rev Time 0.00
Received By rbrown Date 2004-06-04 Time 08:13 Sent To  
Notes
2004-06-04 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 IT IS NOTED THAT THE EXISTING ROOF
 STRUCTURE WILL BE GENERALLY REINFORCED
 BUT, IN ADDITION, THE "PARAPET & CRICKET
 MODIFICATION DETAIL" REQUIRES AMENDMENT
 AS FOLLOWS:
  
 1) FBC 2108.2.1HOW IS THE NEW PARAPET
 WALL TIED TO THE EXISTING SLAB/WALL
 BELOW?AMEND THE DETAIL TO DEMONSTRATE
 COMPLIANCE.
  
 2) FBC 2319.12.2COLLAR TIES.THE CUT
 ENDS OF THE RAFTERS SHALL BE TIED/BRACED
 BACK TO THE CONCRETE SLAB TO RESIST THE
 HORIZONTAL THRUST FROM THE INCLINED
 RAFTER.AMEND THE DETAIL.
  
 3) FBC 1601.2.1NEW FRAMING UNDER
 RAFTER TO RESIST UPLIFT AND GRAVITY
 LOADS.THE DETAIL DOES NOT STATE WHAT
 IS THE SIZE (AND SPACING) OF THE MEMBERS
 TO BE USED FOR THIS FRAMING, HOW IT IS
 TO BE TIED TO THE SLAB/WALL BELOW, HOW
 THE RAFTER IS SEATED ON THE TOP PLATE OR
 WHAT IS THE CALCULATED UPLIFT AND
 MANUFACTURERS REFERENCE FOR THE RAFTER
 UPLIFT ANCHOR.AMEND THE DETAIL TO
 CLARIFY ALL OF THESE ITEMS.
  
 4) 61G15-23.002(1)FL. ADMIN. CODE.
 PLANS SIGNED & SEALED BY A PROFESSIONAL
 ENGINEER SHALL INCORPORATE THE FULL
 SIGNATURE OF THE ENGINEER.THE
 SIGNATURE ON THE SUBMITTED SHEETS IS NOT
 THE FULL SIGNATURE OF RIZA NUR ALTAN,P.E
 THE SHEET ATTACHED TO THESE COMMENTS,
 FOR YOUR INFORMATION, SHOWS THE FULL
 SIGNATURE.WE HAVE RECENTLY CONTACTED
 THE FLORIDA BOARD OF ENGINEERS ABOUT
 SIMILAR CASES AND THEY HAVE ADVISED THAT
 PROFESSIONAL ENGINEER'S SIGNATURES
 SHOULD INCORPORATE A LEGIBLE FIRST AND
 LAST NAME.INITIALS ARE NOT SUFFICIENT.
 RIZA NUR ALTAN, P.E. SHALL PROVIDE A
 FULL SIGNATURE ON EACH RESUBMITTED SHEET
 OR SUBMIT A NOTARIZED SIGNED/SEALED
 LETTER STATING THAT THE SIGNATURE ON THE
 LETTER IS THE SAME AS THAT HELD ON FILE
 BY THE FLORIDA BOARD OF PROFESSIONAL
 ENGINEERS.THAT LETTER WILL BE
 SUBMITTED TO THE BOARD FOR VERIFICATION.
 (471.025 F.S.).
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-06-16 Cont ID  
Sent By mjacobs Date 2004-06-16 Time 15:10 Rev Time 0.00
Received By mjacobs Date 2004-06-16 Time 15:09 Sent To B
Notes
2004-06-16 00:00:00SENT TO RB DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-06-12 Cont ID  
Sent By csiegber Date 2004-06-17 Time 14:25 Rev Time 0.00
Received By rbrown Date 2004-05-28 Time 08:32 Sent To  
Notes
2004-05-28 00:00:00TO COMM BD#16
Review Stop P PLUMBING
Rev No 1 Status N Date 2004-06-12 Cont ID  
Sent By kstevens Date 2004-06-12 Time 15:19 Rev Time 0.50
Received By kstevens Date 2004-06-12 Time 15:19 Sent To  
Notes
2004-06-12 00:00:00NO PLUMBING PLANS WERE SUBMITTED - THE
 CALCULATIONS FOR THE ROOF AREA TO BE
 DRAINED TO THE NORTH OPENING AND SUB-
 SEQUENT 4" DOWNSPOUT ARE SUFFICIENT TO
 DRAIN THE ROOF AREA - 54'X23' PLUS
 APPROXAMETLY 33' SF OF VERTICAL WALL IN-
 CLUDING PARAPETS. - THE ROOF PLAN SUB-
 MITTED REQUIRES A NAME AND SIGNATURE IF
 SUBMITTED FOR PUBLIC RECORD PER SECTION
 104.2.1 - FBC-2001 CHAPTER 1
  
 RESUBMIT WITH NAME AND SIGNATURE OF PER-
 SON RESPONSIBLE FOR THE DESIGN IF PLANS
 ARE TO BE STAMPED BY REVIEWER.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]


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