Plan Review Notes
Plan Review Notes For Permit 18120653
Permit Number 18120653
Review Stop B
Sequence Number 1
Notes
Date Text
2019-01-31 16:31:36****CORRECTIONS****
 W.P.B. PERMIT: 18120653
 REVIEWED: JANUARY 31, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1. 401.2 FBC[RE] THE ENERGY CALCULATION CALL FOR
 UNVENTED ROOF/CEILING BUT THE PLANS SHOW VENTED. PLEASE
 CO-ORDINATE WHICH METHOD IS BEING USED.
  
 IF USING UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER
 ASSEMBLIES, SEE 806.5 FBC[R] FOR REQUIREMENTS.
  
 IF VENTING THAN ACCOUNT FOR CLEAR SPACE AT ROOF DECK.
 806.3 FBC[R] VENT AND INSULATION CLEARANCE. WHERE EAVE
 OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT
 BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1-INCH (25
 MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND
 THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT.
  
 103.1.1.2 FBC[RE] PLEASE UPDATE THE ENERGY CALCULATIONS
 AS APPLICABLE AND HAVE THE OWNER OR AGENT SIGN THEM
 UNDER THE SIGNATURE OF THE PREPARER.
  
 2. 403.1.1 FBC[R] MINIMUM SIZE. THE MINIMUM WIDTH, W,
 AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN
 ACCORDANCE WITH TABLES R403.1(1) THROUGH R403.1(3) AND
 FIGURE R403.1(1) AS APPLICABLE. MINIMUM SIZES FOR
 CONCRETE AND MASONRY FOOTINGS SHALL ALSO BE REQUIRED TO
 PROVIDE ADEQUATE RESISTANCE TO UPLIFT AND OVERTURN OF
 THE BUILDING AS DETERMINED FROM TABLE R401.1 AND
 SECTION R403.1.2 OR AS CALCULATED USING ENGINEERED
 DESIGN IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 BUILDING. THE FOOTING WIDTH SHALL BE BASED ON THE
 LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE
 R401.4.1.
 403.1.4 FBC[R] MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL
 BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE
 UNDISTURBED GROUND SURFACE.
  -WHAT IS THE THICKNESS OF EXISTING SLAB AND HOW WILL
 IT MEET 403.1.1 FOR MINIMUM SIZE?
  
 3. 506.2.3 FBC[R] VAPOR RETARDER. A 6-MIL (0.006 INCH)
 POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS
 LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED
 BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR
 THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS.
 -WILL A VAPOR BARRIER BE PROVIDED BETWEEN EXISTING AND
 NEW CONCRTET TOPPING?
  
 4. 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS
 WINDOW MULL.
  
 5. 301.2.1.2 FBC[R] PROTECTION OF OPENINGS.
  -PROVIDE NOTES/DETAILS FOR PROTECTION FROM WINDBORNE
 DEBRIS TO ALL EXTERIOR OPENINGS INCLUDING WINDOWS.
 THE PRODUCT APPROVAL SUBMITTED FOR WINDOWS IS NOT
 IMPACT RATED. --PLEASE PROVIDE PRODUCT APPROVAL FOR
 IMPACT PROTECTION.
 ALSO, NOTE THAT THE FIBERGLASS DOOR IS APPROVED IMPACT
 AS LONG AS ANY GLASS IN THE DOOR IS IMPACT RATED OR
 OPAQUE PANEL.
  
 NOTE:
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  


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