Plan Review Notes
Plan Review Notes For Permit 19020163
Permit Number 19020163
Review Stop B
Sequence Number 1
Notes
Date Text
2019-03-01 10:59:35****CORRECTIONS****
 W.P.B. PERMIT: 19020163
 REVIEWED: MARCH 1, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1) 301.2(7)FIGURE FBC[R]PROVIDE WIND DIAGRAM THAT
 MATCHES THE ROOF CONDITION OF THIS HOUSE.
  
 2) 301.2(7)FIGURE FBC[R] PROVIDE DIAGRAM OF COMPONANT
 AND CLADDING PRESSURE ZONES.
 301.4 FBC[R] DEAD LOAD = __PSF 301.5 FBC[R] LIVE LOAD =
 __PSF TOTAL LOAD = __PSF
  
 3) 301.5 FBC[R] LIVE LOAD. THE MINIMUM UNIFORMLY
 DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE
 R301.5.
  
 4) 301.6 FBC[R] ROOF LOAD. THE ROOF SHALL BE DESIGNED
 FOR THE LIVE LOAD INDICATED IN TABLE R301.6
  
 5) 107.3.5 FBC[AMENDED] PROVIDE AREA TABULATION ON
 PLANS. EXISTING AREA UNDER AIR AND NOT UNDER AIR, NEW
 SPACES UNDER/NOT AIR AND NEW TOTALS.
  
 6) 107.3.5.3 FBC[AMENDED] PROVIDE SEDIMENT CONTROL TO
 KEEP CONSTRUCTION DEBRIS FROM ENTERING ADJACENT
 PROPERTIES AND STORM DRAINS DURING CONSTRUCTION. YOU
 CAN JUST ADD SILT FENCE DETAIL AND HOW DRAINS ARE
 PROTECTED TO THE DRAINAGE PLAN. SOME ENGINEERING
 STANDARD DETAILS CAN BE USED FROM WPB WEBSITE-POLLUTION
 CONTROL. HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUB
 LIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 7) 806.5 FBC[R] UNVENTED ATTIC AND UNVENTED ENCLOSED
 RAFTER ASSEMBLIES. 5.1.2. WHERE AIR-PERMEABLE
 INSULATION IS PROVIDED INSIDE THE BUILDING THERMAL
 ENVELOPE, IT SHALL BE INSTALLED IN ACCORDANCE WITH
 SECTION 5.1.1. IN ADDITION TO THE AIR-PERMEABLE
 INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL
 SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE
 INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING
 IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR
 CONDENSATION CONTROL.
  PLEASE REVIEW THIS SECTION FOR AIR PERMEABLE
 INSULATION AT ROOF DECK.
  
 8) 806.5 FBC[R] STATE ON PLANS IF THE ATTIC SPACE IS
 VENTED OR UNVENTED.
  
 9) 802.10.1 FBC[R] TRUSS DESIGN DRAWINGS. TRUSS DESIGN
 DRAWINGS, PREPARED IN CONFORMANCE TO SECTION R802.10.1,
 SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND APPROVED
 PRIOR TO INSTALLATION.
  
 10) 807.1 FBC[R] ATTIC ACCESS. BUILDINGS WITH
 COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN
 ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A
 VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER OVER
 AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). THE
 VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE
 CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF
 FRAMING MEMBERS.
 THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. WHERE LOCATED IN A WALL, THE OPENING SHALL BE
 NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM
 WIDE BY 762 MM HIGH). WHERE THE ACCESS IS LOCATED IN A
 CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC
 SPACE SHALL BE 30 INCHES (762 MM) AT SOME POINT ABOVE
 THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF
 CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR
 ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS
 LOCATED IN ATTICS.
 -PLEASE SHOW ATTIC ACCESS ON PLANS, OR INDICATE HOW
 ACCESS REQUIREMENT IS MET.
  
  
  
 11) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS
 FOR TWO FIBERGLASS DOORS, OR INDICATE THAT YOU WOULD
 LIKE IT DEFERED.
  
 12) 107.3.4.1 FBC[AMENDED] SUBMIT TRUSS SHOP DRAWINGS
 TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. -NO
 RESPONSE REQUIRED.
  
 13) 905.8 FBC[R] WOOD SHAKES. ALL WOOD SHAKES SHALL BE
 INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND THE
 MANUFACTURER?S INSTALLATION INSTRUCTIONS, THE CEDAR
 SHAKE AND SHINGLE BUREAU NEW ROOF CONSTRUCTION MANUAL
 OR RAS 130. THE PRODUCT APPROVAL SHALL STATE THE
 ALLOWABLE UPLIFT RESISTANCE FOR THE ATTACHMENT SYSTEM.
 THE INSTALLATION OF WOOD SHAKES SHALL BE LIMITED TO
 ROOFS WHERE THE ALLOWABLE UPLIFT RESISTANCE IS EQUAL TO
 OR GREATER THAN THE DESIGN UPLIFT PRESSURE FOR THE ROOF
 LISTED IN TABLE R301.2(2).
  
 14) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS
 FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM
 DEFERED.
  
 15) 301.2(7) FIGURE FBC[R] PROVIDE WIND DIAGRAM THAT
 MATCHES THE ROOF CONDITION OF THIS HOUSE.
  
 16) 301.2.1 FBC[R] PROVIDE DESIGN PRESSURES NEEDED FOR
 WINDOWS, DOORS AND CLADDING AND COMPONENTS.
 PROJECT DATA:
 OCCUPANCY = ___
 TYPE OF WALL CONSTRUCTION = _________(ARE THE WALLS
 MASONRY, CONCRETE OR WOOD FRAMED?)
 METHOD OF DESIGN = (ASCE 7-10?)
 RISK CATEGORY = ___(II?)
 EXPOSURE CATEGORY = ___(D?)
 BUILDING CLASSIFICATION = __________(ENCLOSED/OPEN?)
 MAY BE BOTH FOR THIS ADDITION.
 MEAN ROOF HGT. = ___FT. ___IN.
 WIND SPEED V ULT = _____(170?)
 WIND SPEED V ASD = _____(132?)
 DESIGN PRESSURE FOR EACH OPENING = +___ & -___
 ZONE OF OPENING = (4 OR 5?)
  
 NOTES:
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS.
 FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE
 REQUIRED.
  
 -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.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
  
  


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