Plan Review Details - Permit 03072255
Plan Review Stops For Permit 03072255
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-11-13 Cont ID  
Sent By rmcdouga Date 2003-11-13 Time 11:31 Rev Time 1.00
Received By rmcdouga Date 2003-11-13 Time 11:31 Sent To  
Notes
2003-11-13 00:00:00REVISIONS TO SHEETS A5,A6 & A7 ARE OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-09-16 Cont ID  
Sent By btrobaug Date 2003-11-13 Time 09:06 Rev Time 2.00
Received By rmcdouga Date 2003-09-16 Time 07:55 Sent To  
Notes
2003-09-17 00:00:00PROVISO
  
 1) SUBMIT A SOIL REPORT AS REQUIRED BY
 FBC 1804.2.2 PRIOR TO POURING THE
 FOUNDATION.
  
 2) SUBMIT A SIGNED AND SEALED LETTER
 FROM KENEZEVICH AND ASSOCIATES (ENGINEER
 FOR THE STORM PANELS) ADDRESSING THE USE
 OF CALK-IN ANCHORS IN CONCRETE BLOCK.
  
 3) SUBMIT REVISED DRAWINGS CLARIFYING
 THE SIZE OF THE DOUBLE OUTSWING FRENCH
 DOORS (BB) AT THE MASTER BEDROOM. THE
 SCHEDULE ON A1 HAS 3080 DOORS AND THE
 FLOOR PLAN ON A5 HAS 21080 DOORS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-09-03 Cont ID  
Sent By csiegber Date 2003-09-11 Time 10:55 Rev Time 2.00
Received By rmcdouga Date 2003-09-03 Time 09:18 Sent To  
Notes
2003-09-03 00:00:00DENIED
  
 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) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL BORING TEST REPORT AS REQUIRED
 BY FBC 1804.2.2.
  
 3) REVISE GLASS BLOCK NOTE #5 ON A12.
 THE GLASS BLOCK IS REQUIRED TO HAVE A
 UNIFORM FACE THICKNESS OF 0.25 INCH WHEN
 LOCATED WITHIN (3) FEET HORIZONTALLY OF
 THE STANDING OR WALKING SURFACE OF A
 BATH TUB, SHOWER, ETC. SEE FBC 2405.2.1
 AND 2405.2.2.
  
 4) THE "REDLINE" CHANGE TO THE NEGATIVE
 WIND LOAD PRESSURE FOR THE DOUBLE ENTRY
 DOORS ON THE WIND LOAD SCHEDULE ON A1 IS
 REQUIRED TO BE INITIALED AND DATED BY
 THE DESIGNER OF RECORD.
  
 5) THE SITE SPECIFIC ENGINEERING DOES
 NOT NOT MEET THE WIND LOAD PRESSURES
 REQUIRED IN THE SCHEDULE ON A1 FOR THE
 DOUBLE GLAZED FRENCH DOORS.
  
 6) THE FRENCH DOORS ARE LISTED AS (2)
 3080 DOORS ON THE SCHEDULE ON A1 AND AS
 (2) 21080 DOORS ON A5. PLEASE CORRECT.
  
 7)SUBMIT A SIGNED AND SEALED COPY OF THE
 LETTER FROM KENEZEVICH AND ASSOCIATES
 ADDRESSING THE CALK-IN ANCHORS USE IN
 CONCRETE BLOCK. THE LETTER SHOULD ALSO
 INDICATE THE PSI OF THE BLOCK AS TESTED.
  
 8) PROVIDE ADDITIONAL INFORMATION ON THE
 INSERT HEADER AT THE COVERED LANAI.
 SPECIFY HOW IT WILL BE ANCHORED FOR
 UPLIFT, HOW THE TRUSSES WILL BE ATTACHED
 TO THE HEADER, HOW THE HEADER WILL BEAR
 ON THE WALL AT EACH END, ETC.
  
 IF YOU HAVE QUESTIONS, PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-08-19 Cont ID  
Sent By csiegber Date 2003-08-27 Time 15:53 Rev Time 3.00
Received By rmcdouga Date 2003-08-19 Time 08:53 Sent To  
Notes
2003-08-19 00:00:00DENIED
  
 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) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SUBMIT A SOIL BORING TEST REPORT AS
 REQUIRED BY FBC 1804.2.2.
  
 4) THE GLASS BLOCK IN THE MASTER BATH
 AND BATH 2 ARE IN HAZARDOUS LOCATIONS
 AND ARE REQUIRED TO BE TEMPERED OR HAVE
 A UNIFORM FACE THICKNESS OF 0.25 INCH
 PER FBC 2405.2.
  
 5) THE FULL BATH ON THE FIRST FLOOR IS
 REQUIRED TO HAVE A DOOR WITH A 29" CLEAR
 OPENING PER FBC 11-4.23.2.
  
 6) FBC 1609.4 NO LONGER ALLOWS A ONE-
 THIRD INCREASE IN THE STEEL CALCULATIONS
 FOR COMBINATION LOADS. PLEASE REVISE THE
 VALUES LISTED IN THE ANCHOR SCHEDULES ON
 SHEETS A7 AND A8 TO VALUES THAT DO NOT
 INCLUDE THIS INCREASE. SEE THE 2003 USP
 CATALOG.
  
 7) THE PRODUCT APPROVALS FOR THE DOUBLE
 OUTSWING ENTRY DOORS DO NOT MEET THE
 WINDLOAD PRESSURES SPECIFIED IN THE
 WINDLOAD SCHEDULE ON A1.
  
 8) THE SITE SPECIFIC ENGINEERING DOES
 NOT MEET THE REQUIRED PRESSURES FOR THE
 FRENCH DOORS.
  
 9) THE OVERHEAD GARAGE DOOR PRODUCT
 APPROVAL DOES NOT MEET THE PRESSURES
 LISTED ON THE WINDLOAD SCHEDULE ON A1.
  
 10) THE SH 35 WINDOWS (W) AND (Y) WILL
 REQUIRE 3/16" TEMPERED GLASS TO MEET THE
 SPECIFIED WINDLOAD PRESSURES, BASED ON
 THE PRODUCT APPROVAL THAT WAS SUBMITTED.
  
 11) PLEASE REVIEW THE WINDLOAD PRESSURES
 ON THE PLANS, THEY APPEAR TO BE HIGHER
 THAN REQUIRED FOR EXPOSURE B.
  
 12) THE KEY PLAN AND SCHEDULE FOR THE
 STORM PANELS DO NOT MATCH THE PLANS.
 PLEASE CORRECT.
  
 13) THE PRODUCT APPROVALS FOR THE STORM
 PANELS LIST THE MINIMUM PANEL LENGTH FOR
 DIRECT MOUNT INSTALLATION AS 46". THE
 SCHEDULE LISTS SMALLER LENGTHS. PLEASE
 CORRECT.
  
 14) THE CALK-IN ANCHORS ARE HI-LITED ON
 THE PRODUCT APPROVAL FOR HOLLOW CONCRETE
 BLOCK. ACCORDING TO THE PROD. APPROVAL
 SCHEDULE, THEY CAN NOT BE USED FOR
 HOLLOW BLOCK WITH C1 CONNECTION TYPE.
 PLEASE CORRECT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-08-06 Cont ID  
Sent By btrobaug Date 2004-08-06 Time 07:29 Rev Time 0.33
Received By btrobaug Date 2004-08-06 Time 07:29 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-11-13 Cont ID  
Sent By csiegber Date 2004-07-29 Time 08:23 Rev Time 0.50
Received By btrobaug Date 2003-11-13 Time 08:39 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-08-13 Cont ID  
Sent By alange Date 2003-08-05 Time 13:45 Rev Time 0.50
Received By btrobaug Date 2003-08-12 Time 16:38 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-07-29 Cont ID  
Sent By csiegber Date 2004-07-29 Time 08:23 Rev Time 0.00
Received By csiegber Date 2004-07-29 Time 08:23 Sent To E
Notes
2004-07-29 00:00:00TO BT DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-11-10 Cont ID  
Sent By csiegber Date 2003-11-10 Time 08:40 Rev Time 0.00
Received By csiegber Date 2003-11-10 Time 08:40 Sent To B
Notes
2003-11-10 00:00:00TO BT DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-09-19 Cont ID  
Sent By csiegber Date 2003-09-19 Time 14:19 Rev Time 0.00
Received By csiegber Date 2003-09-19 Time 14:19 Sent To B
Notes
2003-09-19 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-09-11 Cont ID  
Sent By csiegber Date 2003-09-11 Time 10:55 Rev Time 0.00
Received By csiegber Date 2003-09-11 Time 10:55 Sent To B
Notes
2003-09-11 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-08-27 Cont ID  
Sent By csiegber Date 2003-08-27 Time 15:52 Rev Time 0.00
Received By csiegber Date 2003-08-27 Time 15:52 Sent To B
Notes
2003-08-27 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-08-05 Cont ID  
Sent By alange Date 2003-08-05 Time 13:44 Rev Time 0.00
Received By alange Date 2003-08-05 Time 13:44 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-30 Cont ID  
Sent By mmclean Date 2003-08-05 Time 10:34 Rev Time 0.00
Received By alange Date 2003-07-30 Time 13:27 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-08-14 Cont ID  
Sent By btrobaug Date 2003-08-13 Time 10:03 Rev Time 0.25
Received By pkrauss Date 2003-08-14 Time 12:48 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-08-14 Cont ID  
Sent By pkrauss Date 2003-08-14 Time 12:49 Rev Time 0.25
Received By jleech Date 2003-08-14 Time 19:55 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-08-05 Cont ID  
Sent By alange Date 2003-07-30 Time 13:27 Rev Time 0.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


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