Plan Review Notes
Plan Review Notes For Permit 03041243
Permit Number 03041243
Review Stop B
Sequence Number 1
Notes
Date Text
2003-05-22 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) PROVIDE A SOIL BORING TEST REPORT AS
 REQUIRED BY CITY AMEND. TO FBC 1804.2.2.
  
 3) REVISE NOTE 11 UNDER PLAN NOTES ON C1
 GLAZING PROTECTION (HURRICANE PANELS)
 ARE REQUIRED IN THE CITY OF WPB, WHICH
 IS IN THE WIND BOURNE DEBRIS REGION BUT
 NOT IN THE HVHZ. SEE FBC 1606.1.4.
  
 4) REVISE NOTE 15 UNDER FRAMING NOTES ON
 C1. THE 3/8" HIGH RIB METAL LATH IS
 REQUIRED TO BE FASTENED AT EACH RIB
 (4"O.C.) PER ASTM C 1063.
  
 5) SPECIFY THE LENGTH/EMBED DEPTH OF THE
 1/2" A.B. USED TO FASTEN THE 2X6 GARAGE
 DOOR JAMB ON THE BUCK DETAIL ON A4.
  
 6) CLARIFY ON THE BUCK DETAIL ON A4 THAT
 THE SLIDING GLASS DOOR FRAME IS REQUIRED
 TO BE FASTENED THROUGH THE 1X BUCK INTO
 THE CONCRETE SUBSTRATE. FBC 1707.4.4.2
  
 7) REVISE THE TRUSS CONNECTOR SCHEDULE
 ON A6. THE FBC DOES NOT ALLOW THE ONE-
 THIRD INCREASE ON THE STEEL CALCULATIONS
 SEE FBC 1609.4.3 AND THE 2003 USP
 CATALOG. SOME OF THE CONNECTORS ARE
 SPECIFIED WITH MORE FASTENERS THAN
 SPECIFIED IN THE CATALOG. INCREASING THE
 NUMBER OF FASTENERS TO MORE THAN THE
 SPECIFIED FOR A SPECIFIC CONNECTOR WILL
 NOT INCREASE THE UPLIFT VALUE DUE TO
 THE LIMIT AT WHICH THE CONNECTOR WILL
 FAIL.
  
 8) REVISE DETAIL 15 ON A5. THE MSH
 CONNECTOR SPECIFIED IS A STRAP HANGER
 AND IS NOT DESIGNED OR TESTED TO BE USED
 UPSIDE DOWN OVER THE TRUSS AS A HOLD
 DOWN. THE MAXIMUM NUMBER OF FASTENERS
 FOR A "USP" TA14R IS (7). THE UPLIFT FOR
 DOUBLE STRAPS IS 1720#. SEE USP CATALOG.
  
 9) REVISE DETAIL 14 ON A5. THE MAXIMUM
 NUMBER OF FASTENERS IS (7). REVISE THE
 SPECIFIED UPLIFT VALUE.
  
 10) REVISE DETAIL 8 ON A5. THE MSTA18
 STRAP HAS A MAXIMUM UPLIFT OF 1065# WITH
 (7) 10D NAILS EACH MEMBER PER 2003 USP
 CATALOG. LARGER NAILS OR MORE NAILS THAN
 SPECIFIED IN THE CATALOG WILL NOT
 INCREASE THE UPLIFT VALUE. NOTE: THE
 TOTAL NUMBER OF HOLES IN THE STRAP IS 14
  
 11) DETAIL 6 ON A5 SPECIFIES A HANGER
 THAT IS FASTENED TO A MASONRY WALL WITH
 (2) 5/8" THROUGH BOLTS ON EACH SIDE.
 PLEASE CLARIFY.
  
 12) DETAIL 3 ON A5 SHOWS A TRUSS TO CONC
 TIE BEAM CONNECTION. HOWEVER, THERE IS
 NO BEAM AT THE LOCATION INDICATED ON THE
 FRAMING PLAN.
  
 13) THE ENERGY CALCULATIONS DO NOT
 INCLUDE THE AREA OF THE CEILINGS THAT
 ARE COFFERED OR THE KNEE WALLS WHERE THE
 CEILING CHANGES ELEVATIONS. SEE FBC
 CHAPTER 13 SECTION 604.1.A.1.
  
 14) SUBMIT INSTALLATION SCHEDULE AND KEY
 PLAN FOR THE STORM PANELS.
  
 15) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR 30" DIAMETER FIXED GLASS
 WINDOW.
  
 16) THE SITE SPECIFIC ENGINEERED PRODUCT
 APPROVALS ARE REQUIRED TO BE SIGNED,
 SEALED AND DATED BY THE DESIGNER OF
 RECORD, AS WELL AS, THE ENGINEER
 CERTIFYING THE PRODUCT. A SIGNED AND
 SEALED LETTER FROM THE DESIGNER OF
 RECORD REFERENCING THE SPECIFIC PRODUCTS
 AND SITE IT WILL BE USED IS ACCEPTABLE.
  
 17) THE DIMENSIONS GIVEN ON THE SITE
 SPECIFIC PRODUCT APPROVALS FOR THE
 DESIGNER WINDOWS DO NOT MATCH THE PLANS
 FOR SEVERAL OF THE WINDOWS. THE WINDOW
 OVER THE FRONT DOORS (77"X38"), IN THE
 FAMILY ROOM (37-3/4"X24"), THE LIVING
 ROOM (74"X96"), THE BREAKFAST ROOM ABOVE
 SGD (98-3/4"X24-1/2") AND DINING ROOM
 (97"X104") DO NOT CORRESPOND WITH SITE
 SPECIFIC DRAWINGS. INDICATE WHICH
 WINDOWS ON THE DRAWINGS ARE FOR THIS
 SITE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202


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