Plan Review Details - Permit 01101604
Plan Review Stops For Permit 01101604
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-04-19 Cont ID  
Sent By btrobaug Date 2002-04-19 Time 16:35 Rev Time 0.00
Received By btrobaug Date 2002-04-19 Time 16:22 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-11-14 Cont ID  
Sent By dpalmer Date 2001-11-14 Time 19:20 Rev Time 0.00
Received By dpalmer Date 2001-11-14 Time 19:20 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-11-07 Cont ID  
Sent By hmoser Date 2001-11-07 Time 17:58 Rev Time 0.33
Received By hmoser Date 2001-11-07 Time 17:58 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-11-08 Cont ID  
Sent By jleech Date 2001-11-08 Time 07:26 Rev Time 0.33
Received By jleech Date 2001-11-08 Time 07:26 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status F Date 2002-03-06 Cont ID  
Sent By rmcdouga Date 2002-03-06 Time 12:40 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-03-06 00:00:00TRUSSES DENIED
  
 1) PROVIDE A SIGNED, SEALED AND DATED
 LETTER FROM THE ARCHITECT (OR A REVISED
 ROOF FRAMING PLAN) SPECIFYING THE
 CONNECTORS FOR EACH END OF TRUSS GT5
 (UPLIFT 3480#), FOR THE CENTER BEARING
 POINT (JOINT 16,UPLIFT 2260#) OF GT4 AND
 (JOINT 18 ,UPLIFT 4038#) OF GT1. THESE
 WERE NOT SPECIFIED ON THE PLANS.
  
 2) TRUSSES DESIGNED TO ASCE 7-98 WILL BE
 ACCEPTED BY THE BUILDING DEPARTMENT IF
 THEY ARE ACCOMPANIED BY A SIGNED, SEALED
 AND DATED LETTER FROM THE DESIGNER OF
 RECORD FOR THE STRUCTURE STATING THAT HE
 NOTES THAT THE TRUSS ENGINEERING HAS
 BEEN DESIGNED TO ASCE7-98 CRITERIA AND
 THIS IS ACCEPTABLE TO HIM AND WILL MEET
 THE DESIGN LOAD REQUIREMENTS OF THE
 STRUCTURE.
  
  
 THE FIRST TRUSS RESUB IS FREE A FEE WILL
 BE ACCESSED FOR EACH SUBSEQUENT RESUB.
 SEE ATTACHMENT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-02-19 Cont ID  
Sent By rmcdouga Date 2002-02-19 Time 09:30 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-02-19 00:00:00TRUSSES DENIED
  
 1) THE ACCEPTED WINDLOAD DESIGN CRITERIA
 FOR THE CITY OF WEST PALM BEACH IS THE
 1997 STANDARD BUILDING CODE SECTION 1606
 WITH A 110MPH WINDLOAD OR ASCE 7-95 WITH
 A 140MPH WINDLOAD.(STRUCTURE IS
 PERMITTED UNDER 1997 SBC.) PLEASE CHANGE
 THE DESIGN INFORMATION ON THE TRUSS
 DRAWINGS, COVERSHEET AND LAYOUT TO ONE
 OF THE TWO ACCEPTED DESIGN PARAMETERS
 LISTED ABOVE AND MAKE SURE ALL THREE
 REFERENCE THE SAME WINDLOAD.
  
 2) PROVIDE A SIGNED, SEALED AND DATED
 LETTER FROM THE ARCHITECT OR A REVISED
 TRUSS DRAWING (SHEET 7) TO ADDRESS ITEMS
 3,4 AND 6 OF THE FIRST REVIEW COMMENTS
 FOR TRUSSES GT5, GT4 AND GT1.
  
 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 F Date 2002-01-30 Cont ID  
Sent By rmcdouga Date 2002-01-30 Time 15:18 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-30 00:00:00TRUSSES DENIED
  
 1)THE DESIGN CRITERIA IS NOT CONSISTENT.
 THE TRUSS LAYOUT AND COVER SHEET ON THE
 DRAWINGS LIST 1997 SBC (110MPH WINDLOAD)
 AND THE TRUSS DRAWINGS LIST ASCE 7-98
 (145MPH WIND SPEED). IF ASCE IS TO BE
 USED, THE CORRECT EDITION IS ASCE 7-95,
 UNLESS DESIGNING TO COMPLY WITH 2001
 FLORIDA BUILDING CODE. BECAUSE THE
 BUILDING IS DESIGNED TO 97 SBC, THE
 TRUSSES MUST BE ALSO.
  
 2) THE MEAN ROOF HEIGHT OF THE STRUCTURE
 IS 17', THE TRUSS DRAWINGS LIST A WALL
 HEIGHT OF 15 FT.,AS IF STRUCTURE HAD A
 FLAT ROOF. PLEASE CORRECT.
  
 3) TRUSS GT5 (3477# UPLIFT) EXCEEDS THE
 CAPACITY OF THE SPECIFIED ANCHOR(1400#).
  
 4) SHEET 7 OF THE PLANS DOES NOT
 INDICATE AN ANCHOR FOR THE CENTER BEAR-
 ING POINT (JOINT 16) OF TRUSS GT4.
  
 5) TRUSS HG2A IS MISLABELED AS HG2 ON
 THE TRUSS LAYOUT.
  
 6) NO ANCHOR IS INDICATED FOR THE CENTER
 BEARING POINT (JOINT 18) OF TRUSS GT1.
  
 NOTE:
 SEMCO AND HUGHES HAVE BEEN PURCHASED BY
 USP AND THE UPLIFT VALUES OF SOME
 CONNECTORS HAVE BEEN REDUCED. PLEASE
 REFER TO CURRENT USP CATALOG AND REVISE
 THE ANCHOR SCHEDULE ACCORDINGLY ON
 FUTURE SUBMITTALS.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2001-12-31 Cont ID  
Sent By rmcdouga Date 2001-12-31 Time 11:39 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-31 00:00:00************BUILDING PROVISO************
  
 1) PROVIDE SITE SPECIFIC PRODUCT
 APPROVAL FORMS SIGNED AND SEALED BY THE
 PRODUCT ENGINEER AND THE ARCHITECT TO
 ACCOMPANY THE DRAWINGS FOR THE FIXED
 GLASS WINDOWS AND THE MULLIONS, PRIOR TO
 INSTALLING.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-12-06 Cont ID  
Sent By rmcdouga Date 2001-12-06 Time 14:16 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-06 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 GLASS BLOCK IN THE MASTER BATH IS
 LOCATED IN A HAZARDOUS LOCATION AND IS
 REQUIRED TO HAVE A MINIMUM UNIFORM FACE
 THICKNESS OF 0.25 INCH PER 97 SBC 2405.2
 PLEASE PROVIDE MANUFACTURE'S SPECS. FOR
 GLASS BLOCK.
  
 3) NOTE: HUGHES AND SEMCO HAVE BEEN
 PURCHASED BY USP AND SOME OF THE
 CONNECTORS HAVE BEEN DISCONTINUED AND
 OTHERS ARE LISTED IN THE USP CATALOG
 WITH LOWERED CAPACITIES.
 THE ANCHOR LEGEND ON SHEET 7 (4) STATES
 (2) SEMCO TAPR 222 STRAPS W/12-10D NAILS
 EACH STRAP CAPACITY 3900#.
 THE SEMCO CATALOG LISTS TAPR 222 W/15-
 10D NAILS HAVING AN UPLIFT CAPACITY OF
 2000# AND THE USP CATALOG LISTS TAPR 222
 W/14- 10D NAILS HAVING AN UPLIFT
 CAPACITY OF 1485# WITH A REDUCTION IN
 UPLIFT CAPACITY IF STRAPS ARE LOCATED
 WITHIN 8" OF EACH OTHER. THEREFORE IT
 WILL BE NECESSARY TO REVISE YOUR ANCHOR
 SCHEDULE FOR FUTURE SUBMITTALS.
  
 4) THE SITE SPECIFIC PRODUCT APPROVAL
 FORMS SUBMITTED FOR THE SLIDING GLASS
 DOORS AND THE SINGLE HUNG WINDOWS ARE
 REQUIRED TO BE DATED BY AND HAVE THE
 EMBOSSED SEAL OF THE DESIGNER OF RECORD.
  
 5) PROVIDE SITE SPECIFIC PRODUCT
 APPROVALS FOR THE FIXED GLASS WINDOWS
 AND THE MULLIONS IN ADDITION TO THE
 ENGINEER'S DRAWINGS.
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND OF THE DESIGN
 PROFESSIONAL OF RECORD.
  
 6) PROVIDE SOIL TEST PER SEC. 1804.2.7
 OF CITY AMENDMENTS TO 1997 SBC.
  
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-30 Cont ID  
Sent By sgraham Date 2001-10-30 Time 11:52 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved