Plan Review Details - Permit 16030202
Plan Review Stops For Permit 16030202
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-04-19 Cont ID  
Sent By rmcdouga Date 2016-04-19 Time 08:29 Rev Time 0.00
Received By rmcdouga Date 2016-04-19 Time 07:42 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-03-31 Cont ID  
Sent By rmcdouga Date 2016-03-31 Time 15:20 Rev Time 0.00
Received By rmcdouga Date 2016-03-31 Time 10:47 Sent To  
Notes
2016-03-31 15:20:17PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE INFORMATION THAT YOU SUBMITTED FOR THE SIMPSON
 A33 CONNECTORS SPECIFY THE ALLOWABLE LATERAL LOADS (F1
 AND F2). NO ALLOWABLE UPLIFT LOADS ARE LISTED. THE
 FASTENERS THAT WERE SPECIFIED ON THE PLANS ARE NOT THE
 SAME AS THE ONES LISTED IN THE SIMPSON CATALOG PAGE
 THAT YOU SUBMITTED. REVISE THE DRAWINGS AND SUBMIT
 PRODUCT APPROVALS FOR CONNECTORS WITH ALLOWABLE UPLIFT
 LOADS. DCA RULE 9N-3, R301.1 & R802.2
  
 2) FBC R301.1 INDICATE WHICH ONE OF THE THREE EMBED
 DEPTHS LISTED FOR TECTUM DECKS IN THE TRUFAST CHART ON
 THE FASTENER SHEET THAT WAS SUBMITTED IS TO BE USED.
 BASED ON THE DRAWINGS THERE IS ONE FASTENER FOR EVERY
 FOUR SQUARE FEET OF ROOF AREA. FOR EXAMPLE THE FASTENER
 WITH THE 2.5" EMBEDMENT IS 595 LBS. DIVIDED BY 4 SQUARE
 FEET = 148.45 POUNDS PER SQUARE FOOT. THE PLANS STATE
 THAT THE WORST CASE IS -111 PSF.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-03-07 Cont ID  
Sent By rmcdouga Date 2016-03-07 Time 09:05 Rev Time 0.00
Received By rmcdouga Date 2016-03-07 Time 07:24 Sent To  
Notes
2016-03-07 09:05:07PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS PROJECT IS THE CONSTRUCTION OF A NEW ROOF
 SYSTEM BUILT OVER AN EXISTING ROOF. THE ROOF FRAMING
 AND SHEATHING PORTION OF THIS PROPOSED WORK WILL
 REQUIRE A FLORIDA LICENSED GENERAL, BUILDING OR
 RESIDENTIAL CONTRACTOR. FS489
  
 2) SUBMIT PRODUCT APPROVALS FOR THE SIMPSON A33
 CONNECTORS THAT INDICATE THE ALLOWABLE UPLIFT LOADS.
 THESE ANGLE CLIPS DO NOT APPEAR TO BE SUITABLE FOR
 UPLIFT APPLICATIONS. DCA RULE 9N-3, R301.1 & R802.2
  
 3) PROVIDE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS
 FOR THE TRUFAST TECTUM FASTENERS THAT WILL BE USED TO
 ATTACH THE 2" X 4" P.T. SLEEPERS TO THE EXISTING TECTUM
 DECK. FBC R301.1
  
 4) SPECIFY THE REQUIRED EMBED DEPTH AND THE PULL OUT
 VALUE FOR THE TRUFAST TECTUM FASTENERS. FBC R301.1
  
 5) SPECIFY THE REQUIRED UPLIFT OF THE NEW ROOF FRAMING
 SYSTEM AND PROVIDE CALCULATIONS TO SHOW THAT THE
 PROPOSED CONNECTORS ARE ADEQUATE TO PROVIDE A COMPLETE
 LOAD PATH. FBCR 301.1 & FBC 107.2.1.3
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-04-19 Cont ID  
Sent By rmcdouga Date 2016-04-19 Time 08:29 Rev Time 0.00
Received By rmcdouga Date 2016-04-14 Time 14:40 Sent To  
Notes
2016-04-14 14:40:28RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-31 Cont ID  
Sent By rmcdouga Date 2016-03-31 Time 15:20 Rev Time 0.00
Received By rmcdouga Date 2016-03-29 Time 14:52 Sent To  
Notes
2016-03-30 14:52:27RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-07 Cont ID  
Sent By rmcdouga Date 2016-03-07 Time 09:05 Rev Time 0.00
Received By rmcdouga Date 2016-03-04 Time 13:18 Sent To  
Notes
2016-03-04 13:19:05RMCDOUGAL


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