Plan Review Notes
Plan Review Notes For Permit 03052143
Permit Number 03052143
Review Stop B
Sequence Number 1
Notes
Date Text
2003-07-01 00:00:00BUILDING DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) THE STRUCTURE IS LOCATED IN AN "AO"
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED.
  
 3)SUBMIT A FINAL SOIL BORING TEST REPORT
 AS REQUIRED BY THE PRELIMINARY SOIL
 REPORT AND CITY AMEND. TO FBC 1804.2.2.
  
 4) REVISE NOTE #11 UNDER PLAN NOTES ON
 C1. FBC 1606.1.4 REQUIRES PROTCTION OF
 GLAZED OPENINGS IN WINDBOURNE DEBRIS
 REGIONS AS WELL AS HVHZ AREAS.
  
 5) REVISE NOTE #15 UNDER FRAMING NOTES
 ON C1. ASTM C 1063 REQUIRES HIGH RIB
 METAL LATH TO BE ATTACHED AT EACH RIB
 (4"O.C.).
  
 6) THE ENERGY CALCULATIONS DO NOT
 INCLUDE THE AREA OF THE CEILINGS THAT
 ARE COFFERED. SEE FBC CHAPTER 13 SECTION
 604.1.A.1.
  
 7) SPECIFY THE LENGTH/EMBEDMENT DEPTH OF
 THE 1/2" DIA. ANCHOR BOLTS USED TO
 FASTEN THE 2X6 GARAGE DOOR JAMB ON THE
 DETAIL ON A4.
  
 8) CLARIFY ON THE BUCK DETAIL FOR THE
 SLIDING GLASS DOOR ON A4 THAT THE FRAME
 IS FASTENED THROUGH THE 1X BUCK.
  
 9) REVISE THE TRUSS CONNECTOR SCHEDULE
 ON A6 TO VALUES THAT DO NOT INCLUDE A
 ONE-THIRD INCREASE IN THE STEEL CALCS.
 SEE FBC 1609.4.3 AND THE 2003 USP
 CATALOG.
  
 10) PROVIDE DOCUMENTATION THAT THE USP
 MSH 218 HANGER CAN BE USED AS A TRUSS
 ANCHOR AND PROVIDE THE UPLIFT VALUES.
 THE USP TA 14RS HAVE AN UPLIFT VALUE OF
 1720# FOR DOUBLE STRAPS ON A ONE PLY
 TRUSS. ADJUST THE TOTAL UPLIFT VALUE
 GIVEN IN DETAIL 13 ON A6 ACCORDINGLY.
  
 11) REVISE CONNECTION DETAIL 2 ON A5.
 THE MAXIMUM UPLIFT VALUE FOR THIS STRAP
 IS 1125# WITH (7) 16D NAILS IN EACH
 MEMBER. SEE 2003 USP CATALOG.
  
 12) DETAIL 11 ON A5 SPECIFIES A HANGER
 FASTENED TO A MASONRY WALL WITH (2) 5/8"
 THROUGH BOLTS ON EACH SIDE. PLEASE
 CLARIFY.
  
 13) AN ID. TAG FOR A DETAIL 1 ON A6 IS
 GIVEN ON THE FRAMING PLAN ON A5, HOWEVER
 THERE IS NO SUCH DETAIL. PLEASE CORRECT.
  
 14) AN ID. TAG FOR A DETAIL 1 ON A8 IS
 GIVEN ON THE FRAMING PLAN ON A5, HOWEVER
 THERE IS NO SHEET A8. PLEASE CORRECT.
  
 15) THE PRODUCT APPROVAL FOR THE GARAGE
 DOOR IS MISSING PAGES AND THE DRAWING
 SHEET IS ILLEGIBLE.
  
 16) THE PRODUCT APPROVAL FOR THE DOUBLE
 OUTSWING DOORS HAVE PORTIONS THAT ARE
 ILLEGIBLE.
  
 17) THE PRODUCT APPROVAL FOR THE SLIDING
 GLASS DOOR IS MISSING PAGES 4-6 OF THE
 APPROVED DRAWINGS.
  
 18) THE STORM PANEL PRODUCT APPROVAL
 TABLES FOR THE SECTIONS ON SHEETS 2 & 3
 HAVE A MAXIMUM DESIGN LOAD OF -72PSF
 GIVEN. THE INSTALLATION SCHEDULE LISTS
 A PRESSURE OF -74.9PSF FOR OPENINGS 5,6
 AND 14. THE TABLE FROM KNEZEVICH LISTS
 THE PRESSURE AT THESE OPENINGS AS -65.1.
 PLEASE REVISE.
  
 19) THE SITE SPECIFIC ENGINEERING DOES
 NOT CORRESPOND TO ALL OF THE FIXED GLASS
 WINDOWS ON THE PLANS. SIZES 55X72, 36X96
 & 96X72 WITH 96X23 ABOVE. PLEASE REVISE.
 THE FORM IS REQUIRED TO BE SEALED BY THE
 DESIGNER OF RECORD FOR THE STRUCTURE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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