Plan Review Details - Permit 01091721
Plan Review Stops For Permit 01091721
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-01-08 Cont ID  
Sent By dpalmer Date 2002-01-08 Time 05:17 Rev Time 0.00
Received By dpalmer Date 2002-01-08 Time 05:17 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-23 Cont ID  
Sent By dpalmer Date 2001-10-23 Time 22:27 Rev Time 0.00
Received By dpalmer Date 2001-10-23 Time 22:26 Sent To  
Notes
2001-10-23 00:00:00*************** UNSAT ****************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 2) NOTE: PLEASE SHOW ALL OUTLETS SERVING
 KITCHEN COUNTERSPACE AS GFI/GFI PROTECT-
 -ED PER 210-8-A-6.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-10-09 Cont ID  
Sent By hmoser Date 2001-10-09 Time 18:14 Rev Time 0.33
Received By hmoser Date 2001-10-09 Time 18:14 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-01-08 Cont ID  
Sent By pschmitz Date 2002-01-08 Time 11:20 Rev Time 0.50
Received By pschmitz Date   Time   Sent To  
Notes
2002-01-08 00:00:00FAIR HOUSING REVISION, DOOR SWING OUT.
 PES
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-10-17 Cont ID  
Sent By dpalmer Date 2002-01-08 Time 05:17 Rev Time 0.33
Received By jleech Date 2001-10-17 Time 19:06 Sent To  
Notes
2001-10-17 00:00:00PROVISO;
 BATH 2 DOOR TO SWING OUT.
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2002-05-03 Cont ID  
Sent By rmcdouga Date 2002-05-03 Time 10:51 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-05-03 00:00:00TRUSSES OK
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-02-22 Cont ID  
Sent By rmcdouga Date 2002-02-22 Time 09:26 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-02-22 00:00:00TRUSSES DENIED
  
 1) THE DESIGN CRITERIA LISTED ON THE
 TRUSS DRAWINGS MUST BE ASCE7-95 TO
 COMPLY WITH THE 1997 SBC. THE CITY OF
 WEST PALM BEACH IS LOCATED IN THE 140MPH
 WIND ZONE ON THE ASCE MAP. THE TRUSS
 LAYOUT, THE TRUSS DRAWING COVER SHEET
 AND THE TRUSS DRAWINGS MUST ALL HAVE THE
 SAME WIND LOAD DESIGN INFORMATION LISTED
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status N Date 2002-01-09 Cont ID  
Sent By rmcdouga Date 2002-01-09 Time 17:18 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-09 00:00:00TRUSSES DENIED
  
 1) THE DESIGN CRITERIA LISTED ON THE
 TRUSS DRAWINGS IS INCORRECT. THE
 ACCEPTED DESIGN CRITERIA FOR THE CITY OF
 WEST PALM BEACH IS ASCE 7-95 (145MPH) OR
 1997 SBC (STANDARD BUILDING CODE)
 SECTION 1606 (110 MPH). THE STRUCTURE IS
 DESIGNED TO ASCE 7-95, THEREFORE THE
 TRUSSES MUST BE DESIGNED TO ASCE 7-95,
 AND NOT TO 97 SBC.
  
 2) THE TRUSS LAYOUT LISTS THE WIND
 DESIGN VELOCITY AS 110 MPH. THIS DOES
 NOT CORRESPOND WITH THE TRUSS DRAWINGS
 (145 MPH) OR THE PLANS. PLEASE CORRECT.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-01-09 Cont ID  
Sent By rmcdouga Date 2002-01-09 Time 17:17 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-11-08 Cont ID  
Sent By rmcdouga Date 2001-11-08 Time 08:17 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-11-08 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) ATTIC ACCESS OPENING IS REQUIRED TO
 BE NOT LESS THAN 22X36 INCHES PER 97 SBC
 SEC. 2309.6. PLEASE CORRECT.
  
 3) THE LETTER FROM THE SOIL ENGINEER
 STATES THAT THE FOUNDATIONS BEAR 14-
 INCHES BELOW FINAL GRADE. THE CITY OF
 WPB AMENDMENTS TO THE 97 SBC REQUIRE THE
 BUILDING FLOOR ELEVATION AT THE
 PERIMETER OF MONOLITHIC FOUNDATIONS TO
 BE A MINIMUM OF 4" ABOVE FINISH GRADE AT
 HABITABLE AREAS. THEREFORE, THE FOOTING
 IS REQUIRED TO BE 18" IN DEPTH. THE
 PLANS INDICATE 16" DEEP FOOTINGS. PLEASE
 CORRECT.
  
 4) THE PRODUCT APPROVALS SUBMITTED FOR
 THE SINGLE HUNG WINDOWS (+42,-55 PSF) DO
 NOT MEET THE WINDLOAD REQUIREMENTS FOR
 THE (2) 1/2 36 SH WINDOWS(+43,-58 PSF).
 PLEASE CORRECT.
  
 TRUSSES
  
 1) THE TRUSS DESIGN CERTIFICATION COVER
 SHEET DESIGNATES WINDLOADS IN COMPLIANCE
 WITH ASCE 7-95 FOR 150 MPH. HOWEVER,
 SOME OF THE TRUSS DRAWINGS INDICATE
 110 MPH WINDLOADS & 12 FT. WALL HEIGHT
 AND OTHERS 150 MPH & 24 FT. WALL HEIGHT.
 THE STRUCTURE IS DESIGNED TO ASCE 7-95
 AND 145 MPH PER SHEET S1. PLEASE
 CORRECT.
  
 2) INDICATE CONNECTOR AT JOINT 2 OF
 TRUSS GT13 CAPABLE OF RESISTING 3121# OF
 UPLIFT.
  
 3) THE UPLIFT AT JOINT 16 OF TRUSS T14
 (1007#) EXCEEDS THE CAACITY OF THE
 SPECIFIED ANCHOR.
  
 4) NO ANCHORS WERE SPECIFIED ON THE PLAN
 FOR 2 OF THE T16 TRUSSES AT JOINT 1
 (UPLIFT 1519#).
  
 5) NO ANCHOR WAS SPECIFIED FOR TRUSS T17
 AT JOINT 19 (1790#).
  
 6) THE CAPACITIES OF THE ANCHORS
 SPECIFIED FOR TRUSS GT20 ARE EXCEEDED.
 TWO TAPR216 (1485# EACH) DERATED DUE TO
 PROXIMITY WOULD HAVE A CAPACITY OF LESS
 THAN DOUBLE AND UPLIFT AT JOINT 12 OF
 GT20 IS (4630#).
  
 7) THE UPLIFT VALUE OF 2 TAPR216 LOCATED
 IN CLOSE PROXIMITY WILL HAVE TO BE
 VERIFIED BY THE MANUFACTURER. TRUSS GT26
 AT JOINT 1 HAS UPLIFT OF 2488# AND
 (2) TAPR216 (1484# EA.) ANCHORS ARE
 SPECIFIED.
  
 NOTE: SEMCO AND HUGHES HAVE BEEN
 PURCHASED BY USP. SOME OF THE CONNECTOR
 CAPACITIES HAVE BEEN REDUCED AND OTHERS
 HAVE BEEN DISCONTINUED. PLEASE REFER TO
 THE LATEST USP CATALOG FOR TRUSS
 CONNECTOR INFORMATION.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-02 Cont ID  
Sent By sgraham Date 2001-10-02 Time 14:56 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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