Plan Review Details - Permit 01091666
Plan Review Stops For Permit 01091666
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-09-12 Cont ID  
Sent By btrobaug Date 2002-09-12 Time 07:49 Rev Time 0.50
Received By btrobaug Date 2002-09-12 Time 06:56 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-01-08 Cont ID  
Sent By dpalmer Date 2002-01-08 Time 05:08 Rev Time 0.00
Received By dpalmer Date 2002-01-08 Time 05:08 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-10-23 Cont ID  
Sent By dpalmer Date 2001-10-23 Time 22:38 Rev Time 0.00
Received By dpalmer Date 2001-10-23 Time 22:37 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2002-01-08 Cont ID  
Sent By pkrauss Date 2002-01-08 Time 08:39 Rev Time 0.35
Received By pkrauss Date 2002-01-08 Time 12:17 Sent To R
Notes
2002-01-08 00:00:00MECH APPROVED BY HAROLD
 MECH PERMIT#01100085
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-10-09 Cont ID  
Sent By dpalmer Date 2002-01-08 Time 05:08 Rev Time 0.33
Received By hmoser Date 2001-10-09 Time 18:59 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-03-05 Cont ID  
Sent By jleech Date 2002-03-05 Time 15:54 Rev Time 0.25
Received By jleech Date 2002-03-05 Time 15:54 Sent To  
Notes
2002-03-05 00:00:00REVIEW BY PES 1/5/02 JHL
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-10-17 Cont ID  
Sent By jleech Date 2001-10-17 Time 19:37 Rev Time 0.50
Received By jleech Date 2001-10-17 Time 19:37 Sent To  
Notes
2001-10-17 00:00:00DENIED;
 1.KIT. SINK SHOW CLEAR FLOOR SPACE OF
 30"X48" CENTER OF SINK FOR PARALLEL
 APPROACH.
 2.IF SPECIFICATION "A" IS USED, PLEASE
 SHOW DETAIL OF MASTER BATH TO COMPLY
 WITH FHA SPECS.
 3.SHOW ROUGH-IN MESSUREMENTS FOR W/C AS
 SHOWN ON PAGE 7.43 FHA.
 4.BATH 2 DOOR TO SWING OUT AS SHOWN IN
 DETAIL A-A.
 PLUMBING PLAN REVIEW BY
 JOHN LEECH
 659-8096 EXT. 8369
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 11:03 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-05-03 00:00:00TRUSSES OK 5-3-02
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status N Date 2002-02-22 Cont ID  
Sent By rmcdouga Date 2002-02-22 Time 09:52 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. NOTE: 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
 LIST THE SAME WIND LOAD DESIGN CRITERIA.
 PLEASE CORRECT.
  
 2) PROVIDE A LETTER FROM THE DESIGNER OF
 RECORD FOR THE STRUCTURE INDICATING A
 CONNECTOR THAT IS CAPABLE OF RESISTING
 THE LOADS AT JOINT 1 OF TRUSS TG1. THE
 UPLIFT GIVEN ON THE TRUSS DRAWINGS IS
 4470# AND A TA-5 RATED FOR 2490# IS
 INDICATED ON THE PLANS. NOTE: THE LETTER
 MUST BE SIGNED,SEALED AND DATED BY THE
 DESIGN PROFESSIONAL.
  
 PLEASE CALL IF YOU HAVE ANY QUESTIONS:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status N Date 2002-01-10 Cont ID  
Sent By rmcdouga Date 2002-01-10 Time 15:18 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-10 00:00:00TRUSSES DENIED
  
 1) THE TRUSS DRAWINGS REFERENCE ASCE7-98
 THIS IS NOT THE CORRECT DESIGN CRITERIA,
 FOR THE CODE CURRENTLY ADOPTED BY THE
 CITY OF WPB.THE TRUSSES MUST BE DESIGNED
 USING ASCE 7-95 (145 MPH) OR 1997 SBC
 SECTION 1606 (110 MPH). THE TRUSS COVER
 SHEET LISTS ASCE 7-95 AND 150MPH. PLEASE
 CORRECT THIS TO BE CONSISTENT WITH THE
 TRUSS DRAWINGS.
  
 2) THE WIND DESIGN VELOCITY LISTED ON
 THE TRUSS LAYOUT IS 110 MPH. THIS IS NOT
 CONSISTENT WITH THE TRUSS DRAWINGS. THE
 STRUCTURE IS DESIGNED TO ASCE 7-95 (145
 MPH), THEREFORE THE TRUSSES MUST MEET
 THIS CRITERIA.
  
 3) PLEASE REVIEW THE CONNECTOR FOR TRUSS
 TG1.THE UPLIFT AT JOINT 1 IS 4470# AND
 THE CONNECTOR SPECIFIED IS TA-5 RATED
 FOR 2490# UPLIFT. PLEASE CORRECT.
  
 IF YOU HAVE 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 2002-01-10 Cont ID  
Sent By rmcdouga Date 2002-01-10 Time 15:15 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 2001-11-13 Cont ID  
Sent By pkrauss Date 2002-01-08 Time 12:19 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-11-13 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) BATHROOMS DO NOT COMPLY WITH FAIR
 HOUSING ACT. IF SPECIFICATION A IS
 SELECTED AS THE BASIS FOR DESIGNING A
 BATHROOM, ALL BATHROOMS IN THE DWELLING
 UNIT MUST COMPLY WITH THE A SPECIFICAT-
 IONS. ALL FIXTURES MUST BE USABLE IN A
 SPECIFICATION A BATHROOM.(7.34) INDICATE
 GRAB BARS IN THE SHOWER. PROVIDE A
 30"X 48" CLEAR SPACE CENTERED ON THE
 BASIN AT BOTH LAVATORIES. BOTH ARE
 REQUIRED TO BE USABLE. A LAVATORY, ANY
 OTHER FIXTURE OR WING WALL MUST NOT
 PROJECT INTO ROOM ANY MORE THAN 24" WHEN
 OVERLAPPING THE CLEAR SPACE AT TOILETS.
 (7.43) PLEASE CORRECT.
  
 3) THE OPENING SQ.FT. AND THE PRESSURES
 ARE INCORRECT FOR ONE OF THE LIVING ROOM
 WINDOWS. PLEASE CORRECT.
  
 4) THE 16" DEEP FOOTINGS INDICATED ON
 THE PLANS WILL NOT COMPLY WITH THE 14"
 BELOW FINAL GRADE REQUIRED BY THE SOIL
 REPORT AND THE CITY AMENDMENTS REQUIRING
 4" ABOVE FINISH GRADE. PLEASE CORRECT.
  
 5) THE REQUIRED WINDLOADS FOR THE BED
 ROOM AND THE BATHROOM EXCEED THE DESIGN
 LOADS FOR THE WINDOW PRODUCT APPROVALS
 THAT WERE SUBMITTED. PLEASE CORRECT.
  
 6) THE PRODUCT APPROVALS FOR THE GLASS
 BLOCK THAT WERE SUBMITTED, EXPIRED PRIOR
 TO APPLYING FOR PERMIT.
  
 7) THE PRODUCT APPROVALS FOR THE STORM
 PANELS WERE MISSING FROM THE SUBMITTAL.
  
  
 TRUSSES
 UNSAT
  
 1) TRUSS TG1 IS INDICATED ON TRUSS
 DRAWING WITH AN UPLIFT OF 4502# AT
 JOINT 2 AND THE PLANS INDICATE (2) TA-14
 (TAPR 216) RATED AT 1450# EACH PER YOUR
 ANCHOR SCHEDULE. PLEASE REVIEW.
  
 2) TRUSS TG6 IS LISTED ON THE TRUSS
 DRAWINGS WITH AN UPLIFT OF 4003#. THE
 PLANS INDICATE T-11 ANCHOR (2- TAPR 216)
 RATED AT 3900# PER YOUR ANCHOR SCHEDULE.
 PLEASE REVIEW.
  
 NOTE: SEMCO AND HUGHES HAVE BEEN
 PURCHASED BY USP. SOME OF THE PRODUCTS
 WILL BE DISCONTINUED AND OTHERS MAY HAVE
 LOAD VALUES THAT HAVE CHANGED.
 YOU HAVE THE UPLIFT VALUE OF 1950# FOR
 A TAPR 216 WITH (11) 16D NAILS AND THE
 2001 USP CATALOG LISTS THE UPLIFT VALUE
 AS 1485#. YOUR SCHEDULE INDICATES THE
 UPLIFT VALUES DOUBLE FOR TWO CONNECTORS,
 HOWEVER, THE VALUES ARE REDUCED IF THE
 ANCHORS ARE LOCATED WITHIN 8" OF EACH
 OTHER PER THE CATALOG. THE SCHEDULE
 INCORRECTLY LISTS THE LENGTH OUT OF
 CONCRETE FOR TA-14 (TAPR 216) AS 14".
 PROVIDE THE CRITERIA USED TO DETERMINE
 THE LOADS WHEN TYPE OR AMOUNT OF
 FASTENERS IS DIFFERENT THAN THOSE LISTED
 IN THE CATALOG. PLEASE PROVIDE A
 CORRECTED SCHEDULE.
  
  
 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 14:57 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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