Plan Review Notes
Plan Review Notes For Permit 04121884
Permit Number 04121884
Review Stop B
Sequence Number 2
Notes
Date Text
2005-03-11 00:00:00BUILDING REVIEW CHECKLIST:
  
 1- MISSING SHEET A-4.
 THERE ARE 2 A-5 SHEETS. ONE OF THE IS
 FOR A 2 STORY HOUSE.
 THERE ARE 2 CV-1 SHEETS. PROVIDE ONLY
 ONE PER SET.
  
 2- UPDATE TRUSS ANCHOR SCHEDULE TO MATCH
 CAPACITY AND TYPE & NUMBER OF FASTENERS
 AS SHOWN ON FLORIDA PRODUCT APPROVAL
 PACKAGE. OR PROVIDE COMPLETE ENGINEERING
 ANALYSIS AND CALCULATIONS THAT COMPLY
 WITH SECTION 1609.4.3 FBC 2001.
  
 3- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL FOR:
 A) USP TRUSS ANCHORS SPECIFIED ON PLANS.
  
 B) ENTRY DOORS WITH SIZE AND DIRECTION
 OF SWING AS SHOWN ON PLANS. AND EXACT
 SAME DRAWINGS THAT WERE SUBMITTED FOR
 FLORIDA PRODUCT APPROVAL.
 NEED SOLID DOOR OR IMPACT GLAZING
 BECAUSE DOOR IS TO BE USED FOR EMERGENCY
 EGRESS. SEC. 1005.4.5 FBC 2001.
  
 C) FRENCH DOORS WITH SIZE AND SWING
 DIRECTION AS SHOWN ON PLANS. AND WITH
 EXACT SAME DRAWINGS THAT WERE SUBMITTED
 FOR FLORIDA PRODUCT APPROVAL.
  
 D) CASEMENT WINDOWS WITH EXACT SAME
 DRAWINGS THAT WERE SUBMITTED FOR FLORIDA
 PRODUCT APPROVAL.
  
 4- DELETE BBQ AND FIREPLACE FROM
 DRAWINGS IF OPTION IS NOT GOING TO BE
 BUILT OR PROVIDE COMPLETE INFORMATION
 FOR THEM AS REQUIRED BY SEC. 2806 AND
 2808 FBC 2001.
  
 5- STORM SHUTTERS: A) BOTH COPIES NEED
 TO HAVE ORIGINAL SEAL, SIGNATURE AND
 DATE AS REQUIRED BY ENGINEER ON NOTE #6.
  
 B) SOME PANELS EXCEED MAX. PANEL SPAN
 ACCORDING TO THE DESIGN PRESSURES. SEE
 ENGINEERED DRAWINGS AND REVISE AS
 REQUIRED.
  
 C) CLEARLY MARK ON ENGINEERED DRAWINGS
 THE SPECIFIC ANCHOR TYPE AND SPACING TO
 BE USED ACCORDING TO THE EDGE DISTANCE,
 PANEL SPAN, DESIGN PRESSURES, CONNECTION
 TYPE AND STRUCTURE TO BE ATTACHED TO
 (MASONRY OR 2500PSI CONCRETE).
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.


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