Plan Review Notes
Plan Review Notes For Permit 08050559
Permit Number 08050559
Review Stop B
Sequence Number 1
Notes
Date Text
2008-06-20 17:20:42RESIDENTIAL(R3)ADDITION AND ALTERATION,BUILDING
 REVIEW CHECKLIST:
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT. SEC. 713.13
 FLORIDA STATUTE.
 ***NOTE: THIS MAY BE SUBMITTED LATER AT TIME OF PERMIT
 PICK UP.
  
 2- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD) TO
 VERIFY IF IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS
 AND COPY OF PAIDRECEIPT IF FEES ARE DUE.
  
 3- OWES $717.00 FOR RADON FEES AND PERMIT VALUATION
 UPGRADE AS REQUIRED BY SEC. 108.3 CITY AMENDMENTS TO
 FBC 2004.
  
 4-PLANS NEED TO SPECIFY ATTIC ACCESS FOR MASTER
 BEDROOM WING AREA AND BEDROOMS #2 & #3 WING AREA AS
 REQUIRED BY SEC. R807 OF 2004 FLORIDA RESIDENTIAL CODE.
 (NOTE: THERE IS NOT ACCESS FROM MAIN ROOF TO THIS
 AREAS, THAT'S WHY ATTIC ACCESS IS REQUIRED).
  
 5- PROVIDE SPECIFICATIONS FOR ATTACHMENT OF DECORATIVE
 SHUTTERS. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 6- PROVIDE COMPLETE FRAMINGPLANS AND DETAILS FOR
 CONSTRUCTION OF CUPOLA. SEC. 106.1.2 CITY AMENDMENTS TO
 FBC 2004.
  
 7- PROVIDE COPIES OF SOIL TEST REPORT.
 ***NOTE: ARCHITECT TO REVIEW SOIL TEST REPORT AND
 FOOTING RECOMENDATIONS PRIOR TO SUBMITTAL OF PLANS.
  
 8- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR:
 A) GARAGE OVERHEAD DOORS. SEE SIZE SHOWN ON PLANS.
  
 B) ENTRY DOOR. SEE PLANS FOR DOOR SHOWN.
  
 C) ALL SIMPSON AND USP STRUCTURAL CONNECTORS
 SPECIFIED ON PLANS AND DETAILS. PROVIDE ONLY FLORIDA
 PRODUCT APPROVAL COVER PAGE AND PAGE WHERE CONNECTOR IS
 SHOWN.
  
 D) PRECAST LINTELS.
  
 E) CUPOLALOUVERS. SEE ELEVATIONS.
  
 9- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
  
 10 - ENERGY CALCULATIONS:
 A) CEILING INSULATION VALUE (R-19) DOESN'T MATCH
 INSULATION VALUE SHOWN ON PLANS (R-30). REVISE AS
 REQUIRED.
  
 B) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORMS.
  
 C) SEE COMMENTS FROMMECHANICAL REVIEWERREGARDING
 THE CROSS VENTILATION CREDIT.
  
 D) WALL TYPES IS MISSING THE INFORMATION REGARDING
 THE ADJACENT WALL IN GARAGE AREA.
  
 11- TRUSS PACKAGE:
 A) NEEDS ENGINEER ORIGINAL SIGNATURE, NOT COPY.
 SEC. 61G15-23.002 FLORIDA ADMINISTRATIVE CODE.
  
 B) TRUSS PACKAGE DOESN'T COMPLY WITHFLORIDA
 ADMINISTRATIVE CODE SEC. 61G15-31.003(5).MISSING THE
 ARCHITECT OF RECORD AND SHEETS ARE NOT PROPERLY
 NUMBERED TO MATCH THE INDEX SHEET. ALSO, ENGINEER'S
 SIGNATURE IS NOT ORIGINAL. AND MISSING THE DATE WHEN
 THEY WERE SIGNED.
 NOTE: ONE SET OF TRUSS PACKAGE WILL BE RETAINED IN
 THIS OFFICE TO BE SEND TO THE BOARD OF ENGINEER'S FOR
 REVIEW.ENGINEER'S DRAWINGS ARE ALWAYS SUBMITTED
 WITHOUT THE REQUIRED ORIGINAL SIGNATURE.
  
 C)TRUSSES TO BE DESIGNED FOR EXPOSURE "C" AS
 SPECIFIED ON SHEET S-2.
  
 D) ARCHITECT OF RECORD TO REVIEW AND APPROVE TRUSS
 PACKAGE PRIOR TO SUBMITTAL TO THIS OFFICE.
  
 12-SHEET A-2:
 A) UPDATE BUILDING CODE INFORMATION. CORRECT
 INFORMATION IS FBC 2004 WITH 2007 REVISIONS, NOT 2006.
  
 B) MEAN ROOF HEIGHT SHOWNABOVE THE DEMOLITION
 NOTES IS 21.5',WHILE MEAN ROOF HEIGHT SHOWN ON
 ENGINEERING CRITERIA IS 15' REVISE AS REQUIRED.
  
 C) WINDOWS AND DOORS DESIGN PRESSURES SHOWN ON
 ENGINEERING CRITERIA DON'T MATCHDESIGN PRESSURES
 SHOWN ON NOTES ABOVE ROOM FINISH NOTES. SEE PLANS FOR
 HIGHLIGHTED COMMENTS.
  
 D) WHAT DOESBUILDING CATERY IV B SHOWN ON
 ENGINEERING CRITERIA STANDS FOR?
  
 E) ENGINEERING CRITERIA CALLS FOR SHUTTERS, WHILE
 DOORS AND WINDOWS NOTES CALL FOR IMPACT GLASS. REVISE
 AS REQUIRED.
  
 13- SHEET A-5:
 A) SPECIFY SIZE OF ATTIC VENTILATION TO VERIFY
 COMPLIANCE WITH SEC. R806.
  
 B) REVISE ROOF SHEATHING NAIL SPACING TO COMPLY WITH
 SEC. R803.2.3.1. INCLUDE NAILING SPACING ON ROOF ZONE
 3.
  
 C)SPECIFY FIREBLOCKING IN WALL SECTIONS AS
 REQUIRED BY SEC. R602.1.2.
  
 D) NEW KNEE WALL OVER EXISTING ROOF RAFTER: CLARIFY
 WHY USING ONLY ONE BOTTOM PLATE AND ONE TOP PLATE IF
 THIS IS A BEARING WALL.ALSO, NOTE THAT BOTTOM PLATE
 IS NO SUPPORTED ON CONTINUOUS BASE. SINGLE PLATE MAY
 NOT BE ADEQUATE TO SUPPORT TRUSSES.ALSO, SPECIFY HOW
 IS THE KNEE WALL DESIGNED TO RESIST THE UPLIFT LOADS IF
 THERE ARE NO HURRICANE STRAPS SPECIFIED.SEC. 106.1.2
 CITY AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH
 SEC. R601.2.
  
 14- SHEET S-2:
 A) REVISE CODE EDITIONON UPLIFT CALCULATIONS
 CHART.USE FBC 2004 WITH 2007 REVISIONS, NOT 2006.
  
 B) UPDATE NOTE #6 OF DESIGN PARAMETERS. SEE 2004
 FLORIDA RESIDENTIAL CODE AND CITE 2004 CODE, NOT 2001.
  
 C) CONNECTOR #3 DOESN'T RESIST THE UPLIFT LOADS
 CALCULATED FOR TRUSS GIRDER ABOVE BEDROOM #4. REVISE AS
 REQUIRED.
  
 D) SPECIFY CONNECTORS AT BOTH ENDS OF GIRDER TRUSS
 ABOVE MASTER BATHROOM. MISSING ONE CONNECTOR.
  
 E) SPECIFY CONNECTORS FOR TRUSSES AT THE FRONT
 PORCH.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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