Plan Review Details - Permit 02011562
Plan Review Stops For Permit 02011562
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-02-13 Cont ID  
Sent By btrobaug Date 2002-02-13 Time 16:57 Rev Time 0.00
Received By btrobaug Date 2002-02-13 Time 14:22 Sent To R
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-07-02 Cont ID  
Sent By hmoser Date 2002-07-02 Time 18:05 Rev Time 0.50
Received By hmoser Date 2002-07-02 Time 18:05 Sent To  
Notes
2002-07-02 00:00:00LEFT MESSAGE TO PICK UP PLANS.PLANS IN
 BOX T
 H.M. 7/02/02
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-04-05 Cont ID  
Sent By pkrauss Date 2002-04-05 Time 11:32 Rev Time 0.30
Received By pkrauss Date   Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-02-11 Cont ID  
Sent By hmoser Date 2002-02-11 Time 18:13 Rev Time 0.33
Received By hmoser Date 2002-02-11 Time 18:13 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2002-10-08 Cont ID  
Sent By kstevens Date 2002-10-08 Time 11:30 Rev Time 0.00
Received By kstevens Date 2002-10-08 Time 11:30 Sent To  
Notes
2002-10-08 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-10-02 Cont ID  
Sent By pschmitz Date 2002-10-02 Time 15:20 Rev Time 0.50
Received By pschmitz Date   Time   Sent To  
Notes
2002-10-02 00:00:00REVISION DENIED,LT IN GARAGE,PES.
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-02-09 Cont ID  
Sent By jleech Date 2002-02-09 Time 08:17 Rev Time 0.33
Received By jleech Date 2002-02-09 Time 08:17 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-04-05 Cont ID  
Sent By rmcdouga Date 2002-04-05 Time 16:13 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-04-05 00:00:00************BUILDING PROVISO************
  
 1) STRUCTURE IS LOCATED IN AN AO FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 2) PROVIDE REVISED ROOF FRAMING PLAN,
 SHEET 7. THE CONNECTORS FOR THE GIRDER
 AND COMMON TRUSSES AT THE LEFT SIDE OF
 THE GARAGE ARE INCORRECT. TRUSSES WILL
 NOT BE APPROVED UNTIL REVISED ROOF
 DRAWING IS APPROVED.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-03-14 Cont ID  
Sent By rmcdouga Date 2002-03-14 Time 12:47 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-03-14 00:00:00TRUSSES DENIED
  
 1)THE TRUSS DESIGN WIND LOAD INFORMATION
 IS NOT CONSISTENT. THE TRUSS DRAWING
 COVER SHEET LISTS 1997 SBC 110MPH AND
 MOST OF THE DRAWINGS LIST ASCE 7-98 AND
 140MPH WIND LOAD AND 15' MEAN ROOF
 HEIGHT. DRAWING #21 LISTS 1997 SBC AND
 110 MPH. THE STRUCTURE IS DESIGNED USING
 THE 1997 SBC WITH 110MPH AND 16' M.R.H.
 PLEASE CORRECT.
  
 2) THE UPLIFTS GIVEN ON THE TRUSS
 DRAWINGS EXCEED THE CAPACITIES OF
 SEVERAL OF THE SPECIFIED TRUSS ANCHORS.
 TRUSSES FB1, SG3 AND HGA.
 THE ANCHOR SPECIFIED FOR JOINT 13 OF
 TRUSS T26 WILL NOT WORK. THE TRUSS SITS
 ON TOP OF THE WALL AND A TRUSS HANGER IS
 SPECIFIED. PLEASE CORRECT.
  
 HUGHES AND SEMCO WERE PURCHASED BY USP.
 PLEASE UPDATE THE ANCHOR LEGEND AND
 HUGHES JOIST HANGER SPECIFIED ON SHEET 7
 TO REFLECT THIS CHANGE.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-03-14 Cont ID  
Sent By btrobaug Date 2002-02-13 Time 16:57 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-03-14 00:00:00*************BUILDING UNSAT*************
  
 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) STRUCTURE IS LOCATED IN AN AO FLOOD
 ZONE AN ELEVATION CERTIFICATE WIIL BE
 REQUIRED.
  
 3)PROVIDE SOIL BEARING TEST PER 1804.2.2
 OF CITY OF WPB AMENDMENTS TO 1997 SBC.
  
 4) THE SUBMITTED PLANS ARE MISSING
 SHEETS 7 AND 9.
  
 5) THE FIXED GLASS WINDOW IN THE MASTER
 BATHROOM IS REQUIRED TO BE SAFETY GLASS
 PER 97 SBC 2405.2.
  
 6) PROVIDE TYPICAL FOOTING DETAILS.
  
 7) REVIEW THE VERTICAL REINFORCEMENT IN
 THE 2 HOUR PARTY WALL. THERE APPEARS TO
 BE SEVERAL MISSING ON THE PLANS.
  
 8) PROVIDE EXTERIOR WINDOW AND DOOR BUCK
 DETAILS.
  
 9) PROVIDE TYPICAL WALL SECTION.
  
 10) INDICATE THE TYPE OF ROOF SHEATHING
 TO BE USED AND THE FASTENING SCHEDULE.
  
 11) PROVIDE SITE SPECIFIC PRODUCT
 APPROVAL FORMS TO ACCOMPANY THE
 ENGINEERED DRAWINGS FOR THE FIXED GLASS
 WINDOWS AND THE MULLIONS. THE ENGINEER
 NEEDS TO INDICATE THE THICKNESS OF THE
 ALUMINUM IN THE 1"X 4" ALUM. TUBES
 SPECIFIED ON THE FIXED GLASS DRAWINGS.
  
 12) THE SITE SPECIFIC PRODUCT APPROVAL
 FORMS ARE REQUIRED TO HAVE THE EMBOSSED
 SEAL, DATE AND WET SIGNATURE OF THE
 DESIGNER OF RECORD FOR THE STRUCTURE, IN
 ADDITION TO THE ENGINEER CERTIFYING THE
 PRODUCT. THE ENGINEER IS REQUIRED TO
 LEGIBLY INDICATE THEIR NAME, ADDRESS AND
 NUMBER ON THE FORMS AND ON EACH DRAWING.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2002-02-07 Cont ID  
Sent By sgraham Date 2002-02-07 Time 09:52 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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