Plan Review Notes
Plan Review Notes For Permit 15090042
Permit Number 15090042
Review Stop B
Sequence Number 3
Notes
Date Text
2016-03-21 15:26:18****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
  
 1. FROM PREVIOUS LIST, PLANS ARE TO INCLUDE THE METHOD
 USED FOR DESIGN (ONE OF THE METHODS IN SECTION 301). IF
 ENGINEERING (ASCE7-10) IS USED AS THE METHOD OF DESIGN,
 PROVIDE CALCULATIONS. SEE FBC R 301.1.1 FOR
 PRESCRIPTIVE METHODS.
  
 NOT ADDRESSED. REVIEW WILL BE DONE AFTER THE
 INFORMATION HAS BEEN PROVIDED. AN ACCURATE REVIEW IS
 NOT POSSIBLE WITHOUT THIS INFORMATION. IT IS NOT CLEAR
 HOW THE STRUCTURAL ELEMENTS HAVE BEEN SELECTED ? SIZE
 OF MEMBERS, SPANS, AMOUNT OF STEEL, NUMBER OF
 FASTENERS, FASTENERS SPECIFIED, ETC. I AM UNABLE TO
 DETERMINE WHETHER OR NOT THIS DESIGN WILL RESIST WIND
 LOADS. MORE INFORMATION ? SUCH AS PRESCRIPTIVE DESIGN
 DETAILS, CALCULATIONS FOR STRUCTURAL ELEMENTS, ETC. IS
 REQUIRED.
  
 2. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED FOR
 COMPONENTS AND CLADDING. AS FLINTLASTIC SPEC SHEETS
 WERE SUBMITTED, IT APPEARS THAT A ROOF IS PROPOSED.
 PROVIDE THE PRODUCT APPROVAL FOR THE ROOF COVERING, AND
 ON THE PRODUCT APPROVAL, INDICATE WHICH OPTION IS
 PROPOSED. IF THE PRODUCT APPROVAL DOES NOT REQUIRE
 ENGINEERING FOR ENHANCED FASTENING, IT IS POSSIBLE THAT
 THIS MAY BE DONE FOR YOU (BUT YOU NEED TO PROVIDE THE
 ROOF COVERING PRODUCT APPROVAL).
  
 NOT ADDRESSED. PRODUCT APPROVAL ALSO REQUIRED FOR
 STRUCTURAL COMPONENTS.
  
 3. PLANS ARE INCOMPLETE. A COMPLETE REVIEW CANNOT BE
 DONE AT THIS TIME.
  
 FOR INSTANCE, SEE FBC 802.1.5, TRUSSES SHALL BE
 CONNECTED TO WALL PLATES BY THE USE OF APPROVED
 CONNECTORS HAVING A RESISTANCE TO DESIGN UPLIFT,
 LATERAL AND SHEAR FORCES. THESE LOADS ARE NOT ON THE
 PLAN, SO IT IS NOT CLEAR HOW A CONNECTOR CAN BE
 SPECIFIED. SEE ALSO FBC 107.2.1.2. PLAN STATES THAT
 THIS INFORMATION WILL BE ON THE TRUSS ENGINEERING, BUT
 THAT WAS NOT PROVIDED.
  
 A LEDGER IS SHOWN, NO FASTENING SPECIFIED.
  
 A BLOCK WALL IS SHOWN, BUT NO STRUCTURAL INFORMATION
 SHOWN OTHER THAN THE FOUNDATION PLAN. WITHOUT
 CALCULATIONS, IT IS NOT POSSIBLE TO DETERMINE WHETHER
 OR NOT THE FOOTING SIZE IS ADEQUATE FOR THE WALL TO
 RESIST WIND LOADS.
  
 4. FBC 107.2.1, ALL INFORMATION,
 DRAWINGS,SPECIFICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN. (SEE ALSO SECTION 107.3.5):
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS, SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO
 SECTION 107.3.5).
  


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