Plan Review Details - Permit 01081548
Plan Review Stops For Permit 01081548
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-09-19 Cont ID  
Sent By dpalmer Date 2001-09-19 Time 23:04 Rev Time 0.00
Received By dpalmer Date 2001-09-19 Time 23:04 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-09-18 Cont ID  
Sent By hmoser Date 2001-09-18 Time 17:00 Rev Time 0.33
Received By hmoser Date 2001-09-18 Time 17:00 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-09-17 Cont ID  
Sent By kstevens Date 2001-09-17 Time 18:58 Rev Time 0.33
Received By kstevens Date 2001-09-17 Time 18:58 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2001-12-15 Cont ID  
Sent By rmcdouga Date 2001-12-15 Time 11:50 Rev Time 3.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2001-10-24 Cont ID  
Sent By rmcdouga Date 2001-10-24 Time 10:12 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-10-24 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) THE EXTERIOR WALL SECTION, C ON SHEET
 A-3.0, INDICATES THE THE EXTERIOR
 FOUNDATION BEARING 12-INCHES BELOW FINAL
 GRADE. THE SOIL TEST REPORT REQUIRES THE
 EXTERIOR FOUNDATIONS TO BEAR 14-INCHES
 BELOW OUTSIDE FINAL GRADE. PLEASE
 CORRECT.
  
 3) THE INFORMATION PROVIDED DOES ALLOW
 FOR ACCESS TO REAR YARDS OF UNITS, HOW-
 EVER IT DOES NOT ADDRESS THE OTHER
 ISSUES. THE ACCESS DOOR CAN STILL BE
 BLOCKED BY SHRUBBERY, FENCE, POOL OR
 OTHER BARRIER INSTALLED BY ADJACENT
 PROPERTY OWNER.
 THE DOOR WILL ALSO ALLOW DIRECT ACCESS
 TO THE ADJOINING REAR YARD, WHICH WILL
 BE A PROBLEM IF A POOL IS INSTALLED.
 POOLS ARE REQUIRED TO HAVE AN ENCLOSURE
 NOT LESS THAN 4 FEET ABOVE THE
 UNDERLYING GROUND SUFFICENT TO MAKE IT
 INACCESSIBLE TO SMALL CHILDREN. SEE CITY
 OF W.P.B. SWIMMING POOL CODE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
  
  
 TRUSSES
 UNSAT
  
 1) THE UPLIFT VALUES ON PAGE S-2 ARE
 INNCORRECT. THE UPLIFT FOR MARK TA-10,
 A TAPR216 FOR 160% IS 1485# NOT 1485# AS
 INDICATED IN THE ANCHOR SCHEDULE ON THE
 PLANS.
  
 2) RTPGA MODEL TRUSS ANCHORS ARE NO
 LONGER AVAILABLE FROM USP, WHO HAVE
 BOUGHT OUT SEMCO AND HUGHES. PLEASE
 UPDATE THE TRUSS ANCHOR SCHEDUE.
  
 3) PLACING (2) STRAPS ON A TRUSS WILL
 NOT DOUBLE THE UPLIFT CAPACITY. FOR
 INSTALLATIONS SPACED CLOSER THAN 8"
 CENTER TO CENTER CONSULT USP FOR REDUCED
 LOAD VALUES.
  
 4) THE USC3F TRUSS & ANCHOR TIEDOWN WITH
 TWO 3/4"X 6" WEDGE BOLTS IS RATED FOR
 6170# OF UPLIFT. TRUSS GT11 HAS AN
 UPLIFT OF 6970#, WHICH EXCEEDS THE
 CAPACITY OF THE SPECIFIED ANCHOR. THIS
 ANCHOR WILL WORK WITH HEEL HEIGHTS UP TO
 14", HOWEVER THE HEIGHT OF GT11 IS 2"4".
 PLEASE CORRECT.
  
 5) THE NOTE ON THE TRUSS LAYOUT SPECIFY-
 ING THE HANGERS TO BE USED IS ILLEGIBLE.
 PLEASE CLARIFY.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-09-27 Cont ID  
Sent By rmcdouga Date 2001-09-27 Time 13:35 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-09-28 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) THE BUILDING OFFICIAL WILL ALLOW A
 PRIVACY WALL WITH AN ACCESS PANEL FOR
 EGRESS. HOWEVER, THE 30"X 30" ACCESS
 PANEL OPENS INTO THE PRIVATE PROPERTY OF
 THE ADJACENT LOT. PLEASE PROVIDE
 DOCUMENTATION THAT THERE IS AN EGRESS
 EASEMENT OR OTHER THAT WILL PREVENT THE
 ACCESS DOOR AND EGRESS FROM BEING
 BLOCKED BY SHRUBBERY, FENCE, POOL OR
 OTHER BARRIER.
  
 3) THE ACCESS PANEL ON SHEET A-1.0 IS
 SHOWN AS 30"X 30" AND ON SHEET A-2.0
 THE HEIGHT IS GIVEN AS 3'-0". PLEASE
 CORRECT.
  
 4) THE MASONRY OPENING FOR THE GLASS
 BLOCK IN THE KITCHEN IS INCORRECTLY
 LISTED AS 85 SQ FT. PLEASE CORRECT.
  
 5) BUCK FASTENING DETAILS ON SHEET A-4.0
 AND NAILING SCHEDULE FOR BUCKS ON SHEET
 S2 CONTAIN CONFLICTING INFORMATION.
 PLEASE CORRECT.
  
 6) THE SOIL REPORT CALLS FOR FOUNDATIONS
 TO BEAR 14 INCHES BELOW GRADE. SECTION C
 ON SHEET A-3.0 SHOWS ONLY 12 IN. BELOW
 FINAL GRADE. PLEASE CORRECT.
 NOTE: THE CITY AMENDMENTS TO THE 97 SBC
 REQUIRE THAT THE BUILDING FLOOR
 ELEVATION AT THE PERIMETER OF A MONO-
 LITHIC FOUNDATION AT HABITABLE AREAS
 SHALL BE A MINIMUM OF 4 INCHES ABOVE
 FINISH GRADE.
  
 7)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR GLASS BLOCK. THE ONES THAT
 WERE SUBMITTED HAD EXPIRED PRIOR TO
 APPLYING FOR PERMIT.
  
 8) PROVIDE THE PRODUCT APPROVALS FOR THE
 STORM PANELS. THESE ARE REQUIRED IN
 ADDITION TO THE KEY PLAN, INSTALLATION
 SCHEDULE AND APPROVED DRAWINGS WHICH
 WERE SUBMITTED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
  
  
 TRUSSES
 UNSAT
  
 1) THE TRUSS LAYOUT AND DRAWINGS MUST BE
 REVIEWED AND APPROVED BY THE DESIGNER OF
 RECORD OF THE STRUCTURE. IF THEY ARE
 ACCEPTABLE,THE DESIGN PROFESSIONAL IS TO
 STATE THIS ON THE TRUSS LAYOUT AND SIGN
 IT.
  
 2) TRUSS T2 EXCEEDS THE ANCHOR CAPACITY
 AT BOTH ENDS.
  
 3) THE PLANS DO NOT INDICATE THE TRUSS
 ANCHOR TO BE USED FOR TRUSS T1 AT THE
 LEDGER.
  
 4) TRUSS GT3 EXCEEDS ANCHOR CAPACITY AT
 BOTH ENDS.
  
 5) TRUSS GT11 EXCEEDS THE ANCHOR
 CAPACITY ON ONE END.
  
 6) THE TURRET FRAMING PLAN ON S1 LISTS
 A TA-6 TRUSS ANCHOR. THIS MARK IS NOT
 LISTED IN THE ANCHOR SCHEDULE ON S2.
  
 7) THE TRUSS DRAWINGS INDICATE A WALL
 HEIGHT OF 26 FT. THE HIGHEST WALL IN THE
 STRUCTURE IS +15' AT THE TURRET.
Review Stop Z ZONING
Rev No 1 Status P Date 2001-09-10 Cont ID  
Sent By sgraham Date 2001-09-10 Time 07:35 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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