Plan Review Details - Permit 99121619
Plan Review Stops For Permit 99121619
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-08-02 Cont ID  
Sent By dpalmer Date 2000-08-02 Time 18:30 Rev Time 0.00
Received By dpalmer Date 2000-08-02 Time 18:30 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-08-08 Cont ID  
Sent By cthirben Date 2000-08-08 Time 10:49 Rev Time 1.00
Received By cthirben Date 2000-08-08 Time 10:46 Sent To  
Notes
2001-01-08 00:00:00PROVISO:
 *SUPPLY AIR REQUIRED IN NOOK AREA.
 *PROVIDE AN EXHAUST FAN IN BATHROOM ON
 THE 1ST FLOOR ASPER 1997 SMC 503.3.1...
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-08-03 Cont ID  
Sent By tlarge Date 2000-08-03 Time 21:17 Rev Time 0.33
Received By tlarge Date 2000-08-03 Time 21:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2000-06-20 Cont ID  
Sent By lsmith Date 2000-06-20 Time 15:38 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 R ROOF PLAN REVIEW
Rev No 5 Status P Date 2001-02-16 Cont ID  
Sent By jgomez Date 2001-02-16 Time 16:56 Rev Time 0.25
Received By jgomez Date 2001-02-16 Time 16:56 Sent To  
Notes
2001-02-16 00:00:00TRUSS DRAWINGS APPROVAL.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2001-01-12 Cont ID  
Sent By jgomez Date 2001-01-12 Time 09:02 Rev Time 0.50
Received By jgomez Date 2001-01-12 Time 09:02 Sent To  
Notes
2001-01-12 00:00:00TRUSS DRAWINGS CHECKLIST:
 1-WHERE IS THE ENGINEERING FOR THE
 PARALAM BEAM?
 2-TRUSS DRAWINGS GENERAL DETAILS AND
 SPECIFICATIONS PACKAGE NEED TO BE
 COORDINATED AND UPDATED. THERE ARE
 DETAILS AND SPECS THAT ARE TOO OLD AND
 REFERENCING OLD CODES.
 -WHY IS ENGINEER SIGNING AND SEALING
 DOCUMENTS WITH THE NAME OF ANOTHER
 ENGINEER.
 -ENGINEER TO FOLLOW ALL REQUIREMENTS
 OF CHAPTER 471 FLORIDA STATUTES WHEN
 SUBMITTING DOCUMENTS FOR PUBLIC RECORD
 3-SUPPORT REPORT INDICATES THAT TRUSSES
 WERE DESIGNED USING SBC 1991.
  
  
  
 JULIO GOMEZ, BUILDING PLAN EXAMINER
 EXT. 8232.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2000-12-04 Cont ID  
Sent By jgomez Date 2000-12-04 Time 13:58 Rev Time 1.00
Received By jgomez Date 2000-12-04 Time 13:58 Sent To  
Notes
2001-01-08 00:00:00TRUSSES CHECKLIST:
 1-WHERE IS THE ENGINEERING FOR THE
 PARALAM BEAM?
 2-DESIGN CRITERIA SHALL BE SPECIFIC:
 SBCCI IS NOT THE BUILDING CODE. IT IS
 THE ENTITY WHO PUBLISHES IT. THE
 ACTUAL BUILDING CODE IS THE SBC 1997
 STANDARD BUILDING CODE, 1997).
 3-THERE SHALL BE ONLY ONE MEAN ROOF
 HEIGHT FOR ENTIRE BUILDING. REVISE
 ENGINEERED TRUSS DRAWINGS AS REQUIRED.
  
  
  
  
  
  
  
  
 NOTES:
 -IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096 EXT. 8232.
 -PLEASE DON'T FORGET THAT THE ENGINEER
 OF RECORD NEEDS TO REVIEW ALL TRUSS
 DRAWINGS PRIOR TO SUBMITTAL TO THIS
 OFFICE.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2000-08-30 Cont ID  
Sent By rmcdouga Date 2000-08-30 Time 07:49 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-01-08 00:00:00PROVISO
  
 PROVIDE FLOOD ELEVATION CERTIFICATE
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-08-01 Cont ID  
Sent By rmcdouga Date 2000-08-01 Time 12:29 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-01-08 00:00:00DENIED
  
 1)DETAIL OF FLOOR TRUSS,SHOWN ON SHEET
 A-5,ENTERING AND TERMINATING IN MASONRY
 WALL HAS NO PROVISION FOR FIRE CUT.1997
 SBC SEC.2305.4.
  
 2)FLOOD ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 3)SURVEY INDICATES RIGHT SIDE OF
 STRUCTURE IS LOCATED ON PROPERTY LINE.
 TABLE 600 OF 1997 SBC DOES NOT ALLOW ANY
 OPENINGS IN A WALL LOCATED ON ZERO LOT
 LINES. THE PLANS SHOW A SLIDING GLASS
 DOOR AND 2 WINDOWS IN THIS WALL.OPTIONAL
 WALL & GATE, A/C EQUIPMENT & PAD, PAD
 OUTSIDE SGD AND CONC. FOOTER FOR COLUMN
 ARE ALL ENCROACHING ON ADJACENT LOT.
 PLEASE CORRECT.
  
 4)SUBMIT REVISED STORM PANEL KEY PLAN
 AND SCHEDULE THAT CORRESPONDS TO THE
 OPTIONS THAT WILL BE USED.
  
 5)PROVIDE 2 CURRENT COPIES OF METRO-DADE
 OR SBCCI PRODUCT APPROVALS FOR EXTERIOR
 OUTSWING STEEL DOOR WITH SIDELITES AS
 INDICATED ON PLANS. PRODUCT APPROVALS
 ARE REQUIRED FOR SPECIFIC PRODUCT THAT
 WILL BE INSTALLED.
  
 6)THE VALUES LISTED IN THE WIND PRESSURE
 SCHEDULE ON SHEET A-4A DO NOT AGREE WITH
 THE PRESSURES LISTED ON THE DRAWING FOR
 WINDOWS J,S & T. PLEASE CORRECT.
  
 7)ADDITIONAL IMPACT FEES ARE OWED TO THE
 COUNTY FOR THE ADDITIONAL 268 SQFT UNDER
 A/C WHEN LOFT OPTION IS ADDED AS
 INDICATED ON PRINTS.
  
 8)SPECIFICATIONS FOR GARAGE DOOR
 INCLUDED WITH PRODUCT APPROVAL INDICATE
 A NEGATIVE DESIGN PRESSURE OF -33PSF FOR
 16'X 7' DOOR, WIND LOADS SHOWN ON PLANS
 SHEET A-4A LISTS NEG. PRESSURE OF -34PSF
 PLEASE CORRECT.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-02-16 Cont ID  
Sent By gjoyce Date 2000-02-16 Time 12:16 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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