Plan Review Details - Permit 14010218
Plan Review Stops For Permit 14010218
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-02-14 Cont ID  
Sent By rmcdouga Date 2014-02-14 Time 16:17 Rev Time 0.00
Received By rmcdouga Date 2014-02-14 Time 15:22 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-01-15 Cont ID  
Sent By rmcdouga Date 2014-01-15 Time 16:54 Rev Time 0.00
Received By rmcdouga Date 2014-01-09 Time 18:17 Sent To  
Notes
2014-01-10 07:44:512010 FBC
  
 REVISION IS DENIED BY BUILDING
  
 1) SHEET F.01 FOR THE THE CONCRETE BLOCK AND WOOD FENCE
 CAN NOT BE SUBMITTED AS A REVISION. A SEPARATE PERMIT,
 APPLICATION AND REVIEW IS REQUIRED FOR FENCE PERMITS.
 NOTE: STRUCTURAL DETAILS SHOWING THE SIZE AND LOCATION
 OF VERTICAL REINFORCING STEEL IN THE FILLED CELLS AND
 THE HORIZONTAL REINFORCING STEEL IN THE TIE BEAM WILL
 BE REQUIRED.
  
 2) THE FRAMING PLAN ON SHEET T.01 IS LABELED FLOOR ROOF
 PLAN. IT APPEARS TO BE A ROOF FRAMING PLAN. PLEASE
 CLARIFY. CITY AMENDMENTS 107.2.1
  
 3) HETA 20 CONNECTORS ARE SPECIFIED IN THE DETAIL FOR
 ANCHORING THE EXISTING (C) TRUSSES TO THE CBS WALL AND
 AT THE WALL ON THE WOOD BEAM DETAIL (B). THIS IS AN
 EMBED ANCHOR DESIGNED TO ANCHOR ROOF TRUSSES TO THE TOP
 OF A TIE BEAM AND CAN NOT BE USED TO SUPPORT THE
 VERTICAL GRAVITY LOADS OF THE TRUSSES. PLEASE CLARIFY.
 FBC R801.2
  
 4) SUBMIT 2 COPIES OF THE MANUFACTURER'S SPECS., SPAN
 AND LOAD TABLES FOR THE LAMINATED VENEER LUMBER BEAMS
 THAT ARE SPECIFIED ON THE PLANS. FBC R801.2
  
 5) SPECIFY THE CONNECTORS FOR THE EXISTING 2 X 4 WOOD
 FRAME CEILING THAT ARE SHOWN IN THE CONNECTOR TO
 TRUSSES (A) DETAIL. THESE APPEAR TO BE TRUSS HANGER
 THAT IS HANGING BELOW THE BOTTOM CORD OF THE TRUSS IN A
 APPLICATION FOR WHICH IT WAS NOT DESIGNED. PLEASE
 CLARIFY. CITY AMENDMENTS 107.2.1
  
 6) SPECIFY THE CONNECTORS THAT WILL BE USED TO ANCHOR
 THE LVL BEAMS TO THE EXISTING WALLS. FBC R801.2
  
 7) SPECIFY THE TYPE AND LOCATION OF ALL CONNECTORS, THE
 TYPE AND NUMBER OF FASTENERS THAT WILL BE USED FOR EACH
 APPLICATION AND THE REQUIRED UPLIFT OR GRAVITY LOAD
 DESIGN AT EACH LOCATION. FBC R802.1.9
  
 8) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR EACH
 CONNECTOR SPECIFIED OR PROVIDE AN ANCHOR SCHEDULE WITH
 THE PRODUCT APPROVAL SPECIFIED FOR EACH CONNECTOR. DCA
 RULE 9N-3
  
 9) THE ORIGINAL PERMIT DID NOT INCLUDE THE COSTS OF THE
 STRUCTURAL ROOF REPAIRS SHOWN IN THE REVISED DRAWINGS.
 PLEASE SPECIFY THE INCREASE IN VALUE OF WORK ON THE
 REVISION FORM WHEN THIS REVISION IS RE-SUBMITTED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-02-14 Cont ID  
Sent By rmcdouga Date 2014-02-14 Time 16:17 Rev Time 0.00
Received By rmcdouga Date 2014-01-29 Time 08:25 Sent To  
Notes
2014-01-30 08:25:47SENT TO R MCDOUGAL

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-01-15 Cont ID  
Sent By rmcdouga Date 2014-01-15 Time 16:54 Rev Time 0.00
Received By rmcdouga Date 2014-01-07 Time 17:37 Sent To  
Notes
2014-01-07 17:38:25INCOMING SENT TO R MCDOUGALS DESK. JW


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