Plan Review Notes
Plan Review Notes For Permit 08010744
Permit Number 08010744
Review Stop B
Sequence Number 1
Notes
Date Text
2008-02-05 16:54:092004 FBC W/2007 REVISIONS
 LEVEL 2 ALTERATION
  
 DENIED BY BUILDING
  
 1) SPECIFY THE LEVEL OF ALTERATION ON THE PLANS. SEE
 FBC EXISTING BUILDING CODE CHAPTER 3.
  
 2) THE CODE THAT APPLIES TO THIS PROJECT IS THE 2004
 FBC W/2007 REVISIONS. REVISE ON PLAN.
  
 3) SPECIFY THE COMPONENT AND CLADDING PRESSURES FOR THE
 WINDOW OPENINGS ON THE PLANS. FBC 106.1.2* CITY
 AMENDMENT
  
 4) THE WIND FBC 106.3* CITY AMENDMENTS PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE REGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 5) THE WINDOW OPENING SIZES SPECIFIED IN NOTE #8 UNDER
 SCOPE OF WORK DO NOT CORRESPOND WITH THE SIZES
 SPECIFIED ON THE STORM PANEL INSTALLATION SCHEDULE.
 PLEASE CORRECT. FBC 106.1.1* CITY AMENDMENT
  
 6) SUBMIT TWO COPIES OF PAGES 1 AND 2 OF THE WINDOW
 INSTALLATION SCHEDULE. ONLY ONE PAGE WAS ATTACHED TO
 EACH PLAN. FBC 106.1* CITY AMENDMENT
  
 7) THE STORM PANEL INSTALLATION SCHEDULE IS NOT FILLED
 OUT CORRECTLY. THE SHUTTER SPAN IS THE LENGTH OF THE
 PANEL. THE CONNECTION TYPES ARE LISTED IN THE NOA (C1,
 C2, C3, C4 AND C5). TITEN TAPCONS ARE NOT SPECIFIED IN
 THE PRODUCT APPROVAL. SPECIFY THE ANCHOR TYPE FROM THE
 ONES LISTED IN THE NOA. SPECIFY IF THE PANELS WILL BE
 DIRECT MOUNT OR TRACK MOUNT. SPECIFY THE TRACK TYPE FOR
 THE BOTTOM AND TOP. THE MINIMUM GLASS SEPARATION
 ALLOWED BY THE NOA IS 3". WINDOW NUMBERS 7 AND 8 ARE
 INDICATED WITH 2" SEPARATION ON THE INSTALLATION
 SCHEDULE. SEE SHEET 5 OF THE NOA FOR THE TABLES USED TO
 DETERMINE ANCHOR SPACING WHICH IS BASED ON WALL TYPE,
 ANCHOR TYPE, EDGE DISTANCE, SPAN, PRESSURE AND
 CONNECTION TYPE.
  
 8) THE ANCHORS SPECIFIED FOR ATTACHING THE STORM PANELS
 TO THE INSULATED METAL PANELS AT THE FAMILY ROOM ARE
 NOT SPECIFIED IN THE NOA. IN ORDER FOR THE PANELS TO BE
 INSTALLED IN THIS MANNER, A SIGNED AND SEALED RATIONAL
 ANALYSIS FROM A FLORIDA LICENSED ENGINEER IS REQUIRED.
 NOTE: IF THIS METAL STRUCTURE IS NOT DESIGNED TO
 WITHSTAND LARGE MISSILEIMPACT AND 140 MPH WINDSPEED,
 THE GLAZED OPENINGS BETWEEN THE HOUSE AND THIS ADDITION
 MAY BE EXPOSED TO WIND BORNE DEBRIS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]


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