Plan Review Notes
Plan Review Notes For Permit 18050549
Permit Number 18050549
Review Stop B
Sequence Number 1
Notes
Date Text
2018-05-18 16:19:17PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 REVISED TRUSS DRAWINGS DENIED BY BUILDING
  
 1) THE TRUSS LAYOUT PLAN SPECIFIES THE STRUCTURAL
 CONNECTORS FOR THE TRUSS TO TRUSS CONNECTIONS. THESE
 CONNECTIONS ARE NOT SPECIFIED ON THE STRUCTURAL PLANS
 BY THE ARCHITECT. THE NOTE ON THE STRUCTURAL PLANS
 STATES "CONNECTION BY TRUSS COMPANY" FOR THESE
 CONNECTIONS. THEREFORE, THE LAYOUT PLAN WHICH SPECIFIES
 THE STRUCTURAL CONNECTORS IS REQUIRED TO BE SIGNED AND
 SEALED. FBC107.1 GENERAL. SUBMITTAL DOCUMENTS
 CONSISTING OF CONSTRUCTION DOCUMENTS, STATEMENT OF
 SPECIAL INSPECTIONS, GEOTECHNICAL REPORT AND OTHER DATA
 SHALL BE SUBMITTED IN TWO OR MORE SETS WITH EACH PERMIT
 APPLICATION. THE CONSTRUCTION DOCUMENTS SHALL BE
 PREPARED BY A REGISTERED DESIGN PROFESSIONAL WHERE
 REQUIRED BY CHAPTER 471, FLORIDA STATUTES & 61G15
 FLORIDA ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA
 STATUTES & 61G1 FLORIDA ADMINISTRATIVE CODE. WHERE
 SPECIAL CONDITIONS EXIST, THE BUILDING OFFICIAL IS
 AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS
 TO BE PREPARED BY A
 REGISTERED DESIGN PROFESSIONAL.
  
 2) THE TOP CORD DEAD LOAD FOR THE ROOF TRUSSES ON THE
 TRUSS DRAWINGS IS 7.0 PSF WHICH IS LESS THAN THE 15 PSF
 LISTED ON THE REVISED ROOF FRAMING PLAN S-3. THE PLANS
 SPECIFY A 4.5 : 12 SLOPE ROOF WITH CLAY "S" TILE.
 PLEASE REVIEW AND DETERMINE THE PROPER TOP CORD ROOF
 LOAD. FBC 107.2.1
  
 TRUSS DRAWING REPAIRS DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE TRUSS DRAWINGS ARE NOT SIGNED BY THE ENGINEER.
 61G15-23.003 PROCEDURES FOR PHYSICALLY SIGNING AND
 SEALING PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS. ENGINEERING PLANS, SPECIFICATIONS, REPORTS
 OR OTHER DOCUMENTS WHICH MUST BE SIGNED, DATED AND
 SEALED IN ACCORDANCE WITH THE PROVISIONS OF SECTION
 471.025, F.S., AND RULE 61G15-23.001, F.A.C. MAY BE
 PHYSICALLY SIGNED, DATED AND SEALED AS PROVIDED HEREIN
 BY THE PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
 (1) THE LICENSEE SHALL SIGN BY HAND AN ORIGINAL OF THE
 LICENSEE'S SIGNATURE ON EACH PAGE REQUIRED TO BE
 SEALED. A SCANNED, FACSIMILE, DIGITALLY CREATED OR
 COPIED IMAGE OF THE LICENSEE'S SIGNATURE SHALL NOT BE
 USED.
 (2) THE LICENSEE MUST THEN USE A WET SEAL, A DIGITALLY
 CREATED SEAL, OR AN EMBOSSING SEAL PLACED PARTIALLY
 OVERLAPPING THE LICENSEE?S SIGNATURE ON EACH PAGE
 REQUIRED TO BE SEALED. THE PLACEMENT OF THE SEAL SHALL
 NOT RENDER THE SIGNATURE ILLEGIBLE.
  
 2) PROVIDE A SIGNED AND SEALED LETTER FROM THE ENGINEER
 THAT PROVIDES AN EXPLANATION OF HIS TRUSS "REPAIR"
 DOCUMENTS AND THE REASON THAT IT IS BEING DONE. SPECIFY
 THE MATERIAL THAT IS BEING INSTALLED ON THE FLOOR.
 PROVIDE THE THICKNESS AND THE WEIGHT OF THE MATERIAL
 THAT IS TO BE INSTALLED. FBC 107.2.1.2
  
  
  
  
  


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