Plan Review Details - Permit 01121200
Plan Review Stops For Permit 01121200
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-05-08 Cont ID  
Sent By rbrown Date 2002-05-06 Time 14:39 Rev Time 0.00
Received By rbrown Date 2002-05-08 Time 14:36 Sent To  
Notes
2002-05-08 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 COMMENTS (3) & (4) BELOW HAVE NOW BEEN
 ADDRESSED BY THE ENGINEER.
  
 --PROVISO--
 A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
2002-05-06 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE 1997
 SBC*= STANDARD BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 2/27/02:
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SHEET 5, BUILDING SECTION.THE
 SIMPSON HGAM 10 TIES SPECIFIED TO ANCHOR
 THE NEW RAFTERS TO THE EXISTING TIE BEAM
 ARE STATED AS HAVING AN UPLIFT CAPACITY
 OF 827#.THIS IS THE ULTIMATE CAPACITY,
 THE ALLOWABLE LOAD IS 260# WHICH IS LESS
 THAN THE REQUIRED CAPACITY.SHEET 5,
 ROOF FRAMING PLAN,SPECIFIES SIMPSON H1
 (ALLOWABLE UPLIFT 490#) FOR THE SAME
 LOCATION, SO THE SHEET 5 REFERENCE TO
 SIMPSON HGAM 10 TIES SHOULD BE REMOVED.
  
 4) SHEET 2, FOUNDATION PLAN.THE COLUMN
 FOOTING SCHEDULE STATES THAT THE COLUMN
 C-1 POST IS SET IN A SIMPSON PB44 POST
 BASE.THIS DOES NOT HAVE SUFFICIENT
 UPLIFT CAPACITY AND DOES NOT CORRELATE
 WITH THE ANNOTATION FOR THE C-1 COLUMN
 FOOTINGS ADJACENT THE CORNER OF THE
 COVERED DECK.THIS STATES THAT SIMPSON
 ABU44 POST BASE ANCHORS ARE TO BE USED.
 AMEND THE COLUMN FOOTING SCHEDULE TO
 REFLECT THE ANNOTATION ON THE PLAN.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT BROWN(561) 659 8096 EXT 8499
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-02-27 Cont ID  
Sent By rbrown Date 2002-02-27 Time 19:28 Rev Time 0.00
Received By rbrown Date 2002-02-27 Time 19:28 Sent To  
Notes
2002-02-27 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE 1997
 SBC*= STANDARD BUILD'G CODE (CITY AMEND)
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) UNTIL MARCH 1, 2002 EITHER STANDARD
 BUILDING CODE 1997 OR FLORIDA BUILDING
 CODE 2001 MAY BE USED.NEITHER CODE IS
 REFERENCED ON THE PLANS.STATE WHICH
 CODE THE WORK IS TO BE CONSTRUCTED TO.
  
 3) SBC* 104.2.3WOOD POST SIZES AND
 SPACING.AS THE STRUCTURE IS NOT
 DESIGNED BY A FLORIDA REGISTERED
 ARCHITECT OR ENGINEER, IT MUST BE
 DESIGNED TO CONFORM TO THE ADOPTED
 PRESCRIPTIVE STANDARD WHICH IS
 SBCCI SSTD 10-97 'STANDARD FOR HURRICANE
 RESISTANT RESIDENTIAL CONSTRUCTION' (SEE
 SECTION 308 IN PARTICULAR).THE WIND
 ENGINEERING/STRUCTURAL NOTES (SHEET 5)
 REFER TO SBCC 1994 WHICH IS NOT ADOPTED.
 THE CURRENT STANDARD IS SBCCI STANDARD
 BUILDING CODE 1997 (SEE COMMENT 1 ABOVE)
 WHICH REFERS TO SBCCI SSTD 10-97.AMEND
 THE PLANS AS NECESSARY TO CONFORM AND
 STATE THE CORRECT CODE ON THE PLANS.
 A COMPLETE REVIEW HAS NOT BEEN POSSIBLE
 DUE TO THIS IRREGULARITY.
  
 4) SBC* 104.2SHEET 2, FOUNDATION PLAN.
 FOR EACH POST, ANNOTATE THE PLAN TO SHOW
 WHICH OF THE FOOTING SCHEDULE REFERENCES
 'F-1 THROUGH F-4', IS APPLICABLE.
  
 5) SBC* 104.2FOUNDATION PLAN, COLUMN
 SCHEDULE.THE DESCRIPTION FOR 'C-1'
 IMPLIES THAT ONE #5 BAR 12" LONG WILL BE
 DRILLED THOUGH THE THE WOOD POST
 EMBEDMENT, EACH WAY, AT MID-DEPTH OF THE
 FOOTING.ADD A DETAIL TO SHOW THIS
 DIAGRAMMATICALLY FOR CONSTRUCTION AND
 INSPECTION.
  
 6) STATE THE ANGLE OF PITCH FOR THE NEW
 ROOFS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUERIES PLEASE CALL:
 ROBERT BROWN(561) 659 8096 EXT 8499
Review Stop Z ZONING
Rev No 2 Status P Date 2002-02-13 Cont ID  
Sent By sgraham Date 2002-02-13 Time 13:08 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2001-12-27 Cont ID  
Sent By sgraham Date 2001-12-27 Time 07:52 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-12-27 00:00:0033RD CT IS CONSIDERED THE FRONT OF THE
 HOUSE,CARPORT MUST BE 25' IN FRONT SET
 BACK


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