Plan Review Notes
Plan Review Notes For Permit 03061151
Permit Number 03061151
Review Stop B
Sequence Number 1
Notes
Date Text
2003-07-28 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03061151
 ADD:10345 TERRA LAGO DRIVE
 CONT: CLASSIC ZUCKERMAN
 TEL: (561)758-4608
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTE: FUTURE POOL VS FOUNDATION F-5
 1803.1.3 EXCAVATION FOR ANY PURPOSE
 SHALL NOT EXTEND WITHIN 1 FT OF THE
 ANGLE OF REPOSE OR NARURAL SLOPE OF THE
 SOIL UNDER ANY FOOTING OR FOUNDATION,
 UNLESS SUCH FOOTING OR FOUNDATION IS
 FIRST PROPERLY UNDERPINNED OR PROTECTED
 AGAINST SETTLEMENT.
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) DISCREPANCY: SHEET A-1 INDICATES A
 FOUNDATION (F-5) THRE IS ANOTHER FOOTING
 LOCATED IN THE MASTER SUITE NOT MARKED?
  
 3) SHEET A-2 GUEST SUITE: EGRESS WINDOWS
 COMPLY WITH 1005.4, THE ISSUE IS
 1001.1.3.EGRESS TO THE PUBLIC WAY.
 1001.1.3/ 1005.4 ZERO LOT LINE
 EGRESS:WHEN ACCESS TO OR FROM A RE-
 QUIRED EMERGENCY ESCAPE AND RESCUE OPEN-
 ING OF A STRUCTURE TO THE PUBLIC WAY,
 REQUIRES TRANSVERSING A PROPERTY
 (ADJOINING LOT) THAT IS NOT PART OF THE
 ONE WHICH THE STRUCTURE IS LOCATED, AN
 EGRESS EASEMENT THROUGH THE ADJOINING
 PROPERTY IS REQUIRED AND SHALL BE RECORD
 ED IN THE COUNTY RECORDS. THIS EASEMENT
 SHALL BE A MINIMUM OF 3' WIDE AND NOTH-
 ING SHALL BE PLACED WITHIN THE EASEMENT
 AREA WHICH WOULD BLOCK ACCESS TO THE
 EASEMENT AND OR IMPEDE EMERGENCY EGRESS
 FROM THE RESCUE OPENING TO THE PUBLIC
 WAY. NO LANDSCAPING, FENCES OR OTHER
 IMPEDIMENTS SHALL BE INSTALLED IN THIS
 EASEMENT.
  
 4) 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.
  
 RE-EVALUATE TRUSS ANCHOR SCHEDULE SHEET
 A-5, MSTA-18 ONLY GOOD FOR 1065. IF 2
 STRAPS ARE USED, THEN 2130 WOULD BE THE
 MOST UPLIFT THAT CAN BE USED.
  
 5)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 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)805-6715
 FAX: (561)659-8026


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