Plan Review Details - Permit 99121954
Plan Review Stops For Permit 99121954
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-04-16 Cont ID  
Sent By dpalmer Date 2001-04-16 Time 21:25 Rev Time 0.00
Received By dpalmer Date 2001-04-16 Time 21:25 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-04-16 Cont ID  
Sent By jleech Date 2001-04-16 Time 19:59 Rev Time 0.33
Received By jleech Date 2001-04-16 Time 19:59 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status P Date 2001-04-16 Cont ID  
Sent By kstevens Date 2001-04-16 Time 18:28 Rev Time 0.33
Received By kstevens Date 2001-04-16 Time 18:28 Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2001-04-27 Cont ID  
Sent By rmcdouga Date 2001-04-27 Time 12:52 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2001-04-25 Cont ID  
Sent By rmcdouga Date 2001-04-25 Time 10:27 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-04-25 00:00:00*************BUILDING UNSAT*************
  
 1) STRUCTURE IS LOCATED IN AN "A8" FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED PRIOR TO RECEIVING A C.O.
  
 2) THE TYPICAL CEILING DETAIL ON SHEETS
 A-1 AND A-1B IS FOR VERTICLE (WALL)
 APPLICATION. SECTION 2504.2.2 OF THE
 1997 SBC REFERS TO ASTM C 1603, WHICH
 REQUIRES 1 3/4" PENETRATION INTO
 HORIZONTAL FRAMING MEMBERS FOR LATH ON
 CEILINGS.
  
 3) THE MAXIMUM HEIGHT ALLOWED FOR THE
 PRIVACY WALL ON SHEETS A-1 & A-1B IS 6'
 ABOVE FINISH GRADE. PLEASE CORRECT
 DRAWINGS.
  
 4) THE WIND LOADS LISTED IN THE WINDOW
 PRESSURE SCHEDULE ON SHEETS A-4A & A-4B
 FOR ( J,S,& T ) DO NOT CORRESPOND WITH
 THOSE GIVEN ON THE ELEVATION DRAWINGS ON
 THE SAME SHEETS. PLEASE CORRECT.
  
 5) SECTION 104.2.1 OF THE CITY OF W.P.B.
 AMENDFMENTS TO THE 97 SBC REQUIRES
 INFORMATION TO BE SPECIFIC AND THAT THE
 TECHINCAL CODES NOT BE CITED. THE STAIR
 DETAILS ON SHEETS A-3A AND A-8A STATE
 THAT STAIRS ARE TO BE CONSTRUCTED IN
 ACCORDANCE WITH SECT. 1007 OF THE 97 SBC
 THIS IS NOT ACCEPTABLE. PLEASE PROVIDE
 SPECIFIC DETAILS OF HANDRAILS,GUARDRAILS
 ,ETC.(INCLUDE INTERMEDIATE RAIL SPACING)
  
 6) PER SEC. 1007.3 OF THE 1997 SBC
 REQUIRES THAT THE SUM OF 2 RISERS AND
 1 TREAD FOR STAIRS IS TO BE NOT LESS
 THAN 24" NOR MORE THAN 25". THE VALUES
 ON SHEETS A-3A & A-8A, DO NOT COMPLY.
 PLEASE CORRECT.
  
 7) THE 16'X7' GARAGE DOOR DOES NOT MEET
 THE WIND LOADS REQUIRED ON THE DRAWINGS.
  
 THESE SAME ISSUES ARE RECURRING ON
 SUBSEQUENT SUBMITTALS. PLEASE CORRECT
 THE ORIGIONALS TO HELP EXPEDIATE THE
 PLAN REVIEW PROCESS.
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-06-20 Cont ID  
Sent By lsmith Date 2000-06-20 Time 15:36 Rev Time 0.50
Received By lsmith Date   Time   Sent To  
Notes
2001-01-08 00:00:00FAILED PER TM 6/19/00

Review Stop Z ZONING
Rev No 2 Status P Date 2001-04-13 Cont ID  
Sent By sgraham Date 2001-04-13 Time 16:10 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status P Date 2000-02-16 Cont ID  
Sent By gjoyce Date 2000-02-16 Time 12:08 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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