Plan Review Details - Permit 08070767
Plan Review Stops For Permit 08070767
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-09-22 Cont ID  
Sent By jgomez Date 2008-09-22 Time 16:26 Rev Time 0.00
Received By jgomez Date 2008-09-22 Time 16:26 Sent To PC
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-08-13 Cont ID  
Sent By jgomez Date 2008-08-13 Time 12:47 Rev Time 0.00
Received By jgomez Date 2008-08-13 Time 12:47 Sent To PC
Notes
2008-08-13 16:44:06RESIDENTIAL (R3)SHUTTERS, BUILDING REVIEW CHECKLIST.
  
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- ACCORDION SHUTTERS NOA 06-0503.03FILE IS CLOSED
 BY MIAMI-DADE COUNTY PRODUCT APPROVAL DIVISION. SEE
 ATTACHED COPYFROM DADE COUNTY WEB-SITE.NEED TO
 PROVIDE CURRENTPRODUCT APPROVAL WHOSE FILE IS NOT
 CLOSED.
  
 2-A) IF THE EDGE DISTANCE ON INSTALLATION SCHEDULE
 COLUMN #8IS31/2",THEN THE SHUTTER SPAN ON
 COLUMN #6NEEDS TO BE CHANGED TO REFLECT THE EDGE
 DISTANCE ACCORDING TO THE SIZE OPENING.SHUTTER SPAN
 SPECIFIED IN THE INSTALLATION SCHEDULE IS ONLY 2 INCHES
 LONGER THAN THE OPENING HEIGHT.THIS NUMBER DOESN'T
 WORK WITH 3 1/2"EDGE DISTANCE.NOTE: EDGE DISTANCE
 DOESN'T TAKE INTO CONSIDERATION THE STUCCO FINISH OR
 ANY OTHER WALL FINISH. SEE GENERAL NOTE#7 ON SHEET 1
 OF 6 OF DRAWING 06-010 SUBMITTED.
  
 B) CLARIFY WHY SHUTTER SPAN ON OPENING #2 IS THE
 SAME SIZE AS THE OPENING SIZE.
  
 3- REVISE LENGTH OF TAPCON SPECIFIEDTO MEET THE
 MINIMUM EMBEDMENT REQUIREMENTS OFGENERAL NOTE #7.1
 3/4" TAPCONS SPECIFIED ON THE INSTALLATION SCHEDULE
 DON'T PROVIDE THE REQUIRED EMBEDMENT. REVISE AS
 REQUIRED. STUCCO OR ANY OTHER WALL FINISH SHALL NOT BE
 CONSIDERED FOR THE MINIMUM EMBEDMENT REQUIRED.
  
 4-INSTALLATION SCHEDULE CALLS FOR SUBSTRATE TO BE
 POURED CONCRETE AT TOP AND BOTTOM OF OPENING.PROVIDE
 PROOF/TESTING THAT THE BOTTOM OF OPENING IS ALSO
 3000PSI POURED CONCRETE.OTHERWISE USE THE ANCHOR
 SPACING FOR MASONRY INSTALLATION ON SHEET 5 OF 6 OF
 DRAWING 06-010 SUBMITTED.
 NOTE: TYPICALLY TOP OF OPENING IS CONCRETE BECAUSE IS A
 PRECAST LINTEL OR POURED TIE BEAM.AND BOTTOM OF
 OPENING ISUSUALLY CONCRETEBLOCK CELLS FILLED WITH
 CONCRETE. THAT'S WHY PROOF OF EXISTING SUBSTRATE IS
 REQUIRED TO PROPERLY USE CORRESPONDING ANCHOR SPACING.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-09-15 Cont ID  
Sent By adarroug Date 2008-09-15 Time 08:10 Rev Time 0.00
Received By adarroug Date 2008-09-15 Time 08:10 Sent To B
Notes
2008-09-15 08:10:58TO "JGOMEZ" DESK/SUBMITTAL

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-08-13 Cont ID  
Sent By jgomez Date 2008-08-13 Time 12:48 Rev Time 0.00
Received By jgomez Date 2008-07-28 Time 14:38 Sent To  
Notes
2008-07-28 14:38:20TO "MISC" BOX#1


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