Plan Review Details - Permit 13090906
Plan Review Stops For Permit 13090906
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2013-12-17 Cont ID  
Sent By rbrown Date 2013-12-17 Time 20:35 Rev Time 0.00
Received By rbrown Date 2013-12-17 Time 20:35 Sent To  
Notes
2013-12-17 20:35:55BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
  
 FBC R = 2010 FLORIDA BUILDING CODE - RESIDENTIAL
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 REVIEW OF REVISED CALCULATION SUBMITTED VIA EMAIL ON
 12/12/13:
  
 1) FBC R301.1 HEADER BEAM CALCULATION. SUBMITTAL OF THE
 REVISED HEADER CALCULATIONS IS NOTED, BUT THEY DO NOT
 ADDRESS THE BEAM HANGER AND FASTENER QUESTIONS RAISED
 IN THE PREVIOUS PLAN REVIEW WHICH WAS PERFORMED ON
 11/21/13.
  
 THE REVISED ENGINEER'S CALCULATION DOES NOW SHOW THE
 HORIZONTAL LOAD ACTING ON THE BEAM, BUT THE CALCULATION
 IS SPECIFIC TO THE BEAM AND DOES NOT CONSIDER THE BEAM
 HANGERS AND FASTENERS AS REQUESTED. THE CALCULATION
 DOES NOT CHECK THE BEAM "HANGER CAPACITY, AND TAPCON
 CAPACITY, FOR THE COMBINED HORIZONTAL (WIND) AND
 VERTICAL LOADS" AS SPECIFICALLY REQUESTED IN THE PLAN
 REVIEW DATED 11/21/13. THIS CHECK CALCULATION IS
 NECESSARY BECAUSE THE ARCHITECTURAL DETAIL CALLS FOR
 SIMPSON HU66 HANGERS WITH (4) 1/4" TAPCONS X 2-1/2 LONG
 INTO THE WALL, WHICH MEANS THAT THE SIMPSON HU66 HANGER
 IS BEING USED TO RESIST LATERAL (WIND) LOAD. THE
 SIMPSON CATALOG SHOWS THE VERTICAL LOAD CAPACITY OF
 THIS HANGER, BUT THE CATALOG DOES NOT SHOW THAT THE
 HU66 IS DESIGNED TO WITHSTAND LATERAL LOAD (FROM WIND).
 THE IS NO LATERAL LOAD CAPACITY AT ALL STATED IN THE
 CATALOG. AS STATED IN THE ENGINEER'S CALCULATIONS, THE
 WIND LOAD IS THE PRIMARY LOAD ON THIS BEAM. THEREFORE
 WIND (OR LATERAL) LOAD IS THE PRIMARY LOAD ON THE
 HANGERS AND THE TAPCONS.
  
 PLEASE CHECK THE HANGER CAPACITY, AND TAPCON CAPACITY,
 FOR THE COMBINED HORIZONTAL (WIND) AND VERTICAL LOADS.
  
 ALSO, PER THE PREVIOUS PLAN REVIEW, PLEASE MAKE SURE
 THAT ANY CALCULATIONS SUBMITTED REFERENCE ASCE 7-10
 INSTEAD OF THE PREVIOUSLY REFERENCED ASCE 7-02.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2013-11-21 Cont ID  
Sent By rbrown Date 2013-11-21 Time 20:30 Rev Time 0.00
Received By rbrown Date 2013-11-21 Time 20:29 Sent To  
Notes
2013-11-21 20:56:05BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
  
 FBC R = 2010 FLORIDA BUILDING CODE - RESIDENTIAL
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
  
 1) FBC R301.1 HEADER BEAM CALCULATION. SUBMITTAL OF THE
 HEADER CALCULATIONS IS NOTED, BUT THEY DO NOT
 COMPLETELY ADDRESS THE BEAM STRENGTH AND HANGER
 QUESTIONS RAISED IN COMMENTS 3 AND 4 OF THE PREVIOUS
 PLAN REVIEW.
 THE SUBMITTED "ENERCALC" HEADER BEAM CALCULATION
 REFERENCES ASCE 7-02, INSTEAD OF THE CURRENT FBC
 REFERENCED ASCE 7-10, AND THE UNIFORM LOADS DO NOT
 APPEAR TO ACCOUNT FOR THE HORIZONTAL WIND LOAD OF 42
 PSF APPLIED OVER A TRIBUTARY WIDTH OF 5.8 FEET (HALF
 THE HEIGHT OF THE DOOR AND TRANSOM WINDOW), APPLIED AT
 THE SAME TIME AS THE STATED 120 PLF VERTICAL LOAD FROM
 THE TRANSOM WINDOW. NO HORIZONTAL LOAD SEEMS TO HAVE
 BEEN APPLIED IN THIS CALCULATION. PLEASE CORRECT CODE
 REFERENCE TO ASCE 7-10 AND CHECK THE BEAM STRESSES,
 HANGER CAPACITY, AND TAPCON CAPACITY, FOR THE COMBINED
 HORIZONTAL (WIND) AND VERTICAL LOADS.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-10-17 Cont ID  
Sent By rmcdouga Date 2013-10-17 Time 11:32 Rev Time 0.00
Received By rmcdouga Date 2013-10-17 Time 11:32 Sent To  
Notes
2013-10-17 11:32:452010 FBC
  
 DENIED BY BUILDING
  
 1) SPECIFY THE DESIGN PARAMETERS AND REQUIRED OPENING
 PRESSURES ON THE REVISED DRAWING. THE WINDSPEED IS 170
 MPH VULT AND THE EXPOSURE CATEGORY IS C. FBC R301.2.1
  
 2) SPECIFY THE DIMENSIONS OF THE OPENING ABOVE AND
 BELOW THE PROPOSED HEADER. CITY AMENDMENTS 107.2.1
  
 3) PROVIDE STRUCTURAL CALCULATIONS TO SHOW THAT THE
 DOUBLE (2)-2X6 HEADER IN THE HORIZONTAL ORIENTATION
 SHOWN IN THE SECTION A-A CAN SUPPORT THE WEIGHT OF THE
 WINDOW ABOVE WITH OUT SAGGING AND PLACING A LOAD ON THE
 DOOR FRAME BELOW. ALSO CONSIDER THE LOADS TRANSFERED
 FROM THE 5"-4" X 3'-5" F.G. TRANSOM WINDOW ABOVE (FL#
 7630-R4) AND THE 3' X 8' FRENCH DOOR WITH A 24"
 SIDELITE (NOA NO. 11-1110.15) THAT IS ANCHORED TO IT
 FROM BELOW. CITY AMENDMENTS 107.2.1.3
  
 4) THE TWO SIMPSON H4 HURRICANE CLIPS THAT ARE
 SPECIFIED TO SECURE THE HEADER AT EACH END ARE NOT
 DESIGNED OR TESTED FOR THIS APPLICATION. IF YOU WISH TO
 USE THESE UNDER ALTERNATE METHODS AND MATERIALS,
 PROVIDE SIGNED AND SEALED CALCULATIONS, RATIONAL
 ANALYSIS OR OTHER DATA TO SUPPORT YOUR PROPOSAL. THE
 INFORMATION WILL BE REVIEWED AND A DETERMINATION WILL
 BE MADE BY THE BUILDING OFFICIAL. CITY AMENDMENTS
 104.11.2 AND FBC 1712.1
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-01-09 Cont ID  
Sent By rmcdouga Date 2014-01-09 Time 09:42 Rev Time 0.00
Received By rmcdouga Date 2013-12-31 Time 16:14 Sent To  
Notes
2014-01-09 09:43:37THIS STOP WAS ADDED IN ERROR.
2013-12-31 16:14:50INCOMING SENT TO R MCDOUGALS DESK. JW
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-11-21 Cont ID  
Sent By rbrown Date 2013-11-21 Time 20:56 Rev Time 0.00
Received By rbrown Date 2013-11-07 Time 10:51 Sent To  
Notes
2013-11-08 10:51:52SENT TO MCDOUGAL'S DESK FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-10-17 Cont ID  
Sent By rmcdouga Date 2013-10-17 Time 11:32 Rev Time 0.00
Received By rmcdouga Date 2013-09-27 Time 05:23 Sent To  
Notes
2013-09-28 05:24:16SENT TO RMCDOUGAL


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