Plan Review Details - Permit 17010824
Plan Review Stops For Permit 17010824
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-02-08 Cont ID  
Sent By dharvey Date 2017-02-08 Time 16:31 Rev Time 0.00
Received By dharvey Date 2017-02-08 Time 16:31 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-02-01 Cont ID  
Sent By rmcdouga Date 2017-02-01 Time 13:15 Rev Time 0.00
Received By rmcdouga Date 2017-02-01 Time 06:45 Sent To  
Notes
2017-01-31 19:15:46PLAN
 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:
  
 THE EMAIL THAT I RECEIVED FROM BILL MOORE WITH LEGACY
 CONTRACTING STATES THAT HIS CLIENT'S INSURANCE CARRIER
 IS REQUIRING HIM TO INSTALL A ROOF TO WALL CONNECTION
 THAT CONSISTS OF A STRAP THAT WRAPS OVER THE TRUSS IN
 ORDER TO RETAIN HIS HOMEOWNERS INSURANCE. HE STATED
 THAT THE HGA10KT ANGLE CONNECTOR WAS NOT ACCEPTABLE
 BECAUSE IT DOES NOT WRAP OVER THE TRUSS AND THAT THE
 LTT19 STRAP IS COST PROHIBITIVE. PER OUR TELEPHONE
 CONVERSATION, YOU DO NOT HAVE ACCESS TO THE FACE OF THE
 WALL ON EITHER SIDE TO ATTACH THE STRAPS WITHOUT HAVING
 TO REMOVE AND REPAIR THE WALL OR SOFFIT AND INCUR MORE
 COSTS. I HAVE DISCUSSED YOUR SITUATION WITH THE
 BUILDING OFFICIAL AND WE HAVE DETERMINED TWO OPTIONS
 WHICH YOU CAN USE TO ACCOMPLISH THE ROOF TO WALL
 CONNECTIONS IN ORDER TO SATISFY THE INSURANCE COMPANY'S
 REQUIREMENTS. THE FIRST IS TO USE A TESTED AND APPROVED
 STRAP IN ACCORDANCE WITH ITS PRODUCT APPROVAL. THE
 SECOND METHOD IS BY USING FBC 104.11 ALTERNATIVE
 MATERIALS, DESIGN AND METHODS OF CONSTRUCTION AND
 EQUIPMENT. AN ALTERNATIVE MATERIAL, DESIGN OR METHOD OF
 CONSTRUCTION SHALL BE APPROVED WHERE THE BUILDING
 OFFICIAL FINDS THAT THE PROPOSED DESIGN IS
 SATISFACTORY AND COMPLIES WITH THE INTENT OF THE
 PROVISIONS OF THIS CODE, AND THAT THE MATERIAL, METHOD
 OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT LEAST
 THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY. THE BUILDING OFFICIAL HAS
 REQUESTED THAT THE FLORIDA LICENSED ENGINEER PROVIDE A
 DETAIL AND CALCULATIONS SHOWING HOW THE STATED UPLIFT
 CAN BE RESISTED BY:
 -THE PULL OUT RESISTANCE OF THE 3/8" X 1-1/2" LAG
 SCREW.
 -THE ALLOWABLE BENDING STRESS OF THE 3/8" THICK SQUARE
 WASHER ACTING AS A CANTILEVER FROM THE BOLT TO THE
 POINT OF APPLICATION OF THE STRAP UPLIFT AT THE EDGE OF
 THE WASHER.
 -THE ALLOWABLE TENSILE STRENGTH OF THE STRAP AFTER
 DEDUCTING THE CROSS-SECTIONAL AREA OF STEEL REMOVED BY
 THE WHOLE DRILLED FOR THE 3/8" LAG BOLT.
 -THE SPECIFICATION OF THICKNESS, STEEL GRADE, AND
 ALLOWABLE BENDING STRESS OF THE WASHER AND STEEL GRADE
 AND ALLOWABLE TENSILE STRESS OF THE SIMPSON MSTA STRAP.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-01-25 Cont ID  
Sent By rmcdouga Date 2017-01-25 Time 11:25 Rev Time 0.00
Received By rmcdouga Date 2017-01-25 Time 07:16 Sent To  
Notes
2017-01-25 11:25:54PLAN
 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 LOCATED WITHIN 600 FEET OF THE
 INTRACOASTAL WATERWAY AND IS CLASSIFIED AS EXPOSURE
 CATEGORY D. THE ENHANCED FASTENING CALCULATIONS THAT
 WERE SUBMITTED ARE FOR EXPOSURE C. SUBMIT TWO SETS OF
 CORRECTED CALULATIONS. FBC-R301.2.1.4.3 & R301.2.1
  
 2) THE ENGINEERING DOES NOT SPECIFY HOW THE 2 X 8 PLATE
 IS ATTACHED TO THE CONCRETE TIE BEAM AND IF IT IS
 ADEQUATELY ATTACHED TO RESIST WINDLOADS. FBC-R301.2.1
  
 3) THE ENGINEER'S LETTER SPECIFIES A SIMPSON ST2215
 STRAP BENT 90 DEGREES AT THE BOTTOM. SIMPSON DOES NOT
 ALLOW THIS STRAP TO BE BENT 90 DEGREES. IT WEAKENS THE
 METAL AND IS NOT CONSISTENT WITH THE WAY THE STRAP IS
 TESTED OR APPROVED. THE WOOD SCREW FASTENERS ARE NOT
 CONSISTENT WITH THE TESTING AND APPROVAL. IF FASTENERS
 OTHER THAN THE ONES THAT WERE TESTED AND APPROVED ARE
 USED ADDITIONAL ENGINEERED CALCULATIONS ARE REQUIRED.
 THERE ARE OTHER SIMPSON CONNECTORS SUCH AS THE HGA10KT
 THAT WILL PROVIDE 695 LBS. OF UPLIFT RESISTANCE EACH
 THAT ARE L SHAPED. WHATEVER CONNECTORS YOU SPECIFY
 SHALL BE INSTALLED AS TESTED AND APPROVED.
 FBC-R802.1.7.5
  
 4) THE ENGINEERING DOES NOT INDICATE THAT THIS IS
 ADEQUATE FOR BOTH THE 16" AND 24" O.C. RAFTER SPACING.
 PLEASE CLARIFY. FBC 107.2.1
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-02-08 Cont ID  
Sent By dharvey Date 2017-02-08 Time 16:31 Rev Time 0.00
Received By dharvey Date 2017-02-07 Time 12:55 Sent To  
Notes
2017-02-08 12:55:28RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-02-01 Cont ID  
Sent By rmcdouga Date 2017-02-01 Time 13:15 Rev Time 0.00
Received By rmcdouga Date 2017-01-30 Time 10:29 Sent To  
Notes
2017-01-31 10:29:31RESUB ROUTED TO RMCDOUGAL
 *TRAVELLING WITH 17010823*
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-01-25 Cont ID  
Sent By rmcdouga Date 2017-01-25 Time 11:26 Rev Time 0.00
Received By rmcdouga Date 2017-01-25 Time 11:26 Sent To  
Notes
***NONE***


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