Plan Review Notes
Plan Review Notes For Permit 03051030
Permit Number 03051030
Review Stop B
Sequence Number 1
Notes
Date Text
2003-06-12 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03051030
 ADD: 6387 CROWN ISLAND DRIVE
 CONT: M/I HOMES
 TEL: (561)471-3440
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 NO INFORMATION ON SOILS REPORT THE SOILS
 REPORT WILL INDICATE WHAT THE SAFE MINI-
 MUM BEARING VALUE WILL BE FOR THE
 STRUCTURE.
  
 2) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 3)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 4) 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
  
 THE TRUSS CONNECTOR SCHEDULE 3 OF THE 8
 CONNECTORS ARE OLD HUGHES CONNECTORS
 NOT MADE IN OVER 2 YEARS, THE DCT ISUS
 ING TO HIGH A VALUE SHOULD BE 1330.
 TA24 IS USED BUT NOT IN SCHEDULE VALUE
 IS NOT LISTED!HUC?
  
 5) ROOF TRUSS LAYOUT INDICATES 2 LOAD
 BEARING WALLS, UPLIFT VALUE GIVEN BUT
 NO TRUSS ANCHOR LISTED.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026


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