Plan Review Details - Permit 08040385
Plan Review Stops For Permit 08040385
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-04-25 Cont ID  
Sent By jgomez Date 2008-04-25 Time 11:17 Rev Time 0.00
Received By jgomez Date 2008-04-25 Time 11:17 Sent To PC
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-04-16 Cont ID  
Sent By jgomez Date 2008-04-16 Time 13:03 Rev Time 0.00
Received By jgomez Date 2008-04-16 Time 13:03 Sent To PC
Notes
2008-04-16 14:29:32RESIDENTIAL(R2)SHUTTERS INSTALLATION, BUILDING
 REVIEW CHECKLIST.
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1-AS PER SEC. 1609.4(3)THIS PROPERTY IS CONSIDERED
 TO BE IN EXPOSURE "C". THEREFORE, OPENINGS DESIGN
 PRESSURES NEED TO BE REVISED ACCORDING TO TABLE
 1609.6.2.1(2) AND TABLE 1609.6.2.1(4) OF FBC 2004.
 REVISE OPENING DESIGN PRESSURES AS REQUIRED.ALSO,
 CLEARLY SPECIFYIN THE KEY PLAN THE LOCATION OF
 OPENINGS TOVERIFY IFOPENINGSARE LOCATED ON
 INTERIOR OR END ZONE AS REQUIRED BY FIGURE 1609.6.2.2
 FBC 2004. THISWILL MAKE A DIFFERENCE ON THE DESIGN
 PRESSURES.
  
 2- SHUTTER INSTALLATION SCHEDULE SPECIFIES ANCHORS TO
 BE1/4 - 1 1/4 ELCOL BUILDEX HEX HEAD MAXI SET TAPCON.
 SEE GENERAL NOTES ON SHEET 1 OF 9 OF STORM SHUTTERS FOR
 MINIMUM ANCHOR EMBEDMENT REQUIRED AND REVISE SIZE OF
 TAPCON AS REQUIRED.
  
 3- SHUTTER MOUNTING CONDITION ON COLUMN #4OF
 INSTALLATION SCHEDULESPECIFIES SECT. 2 FOR ALL
 OPENINGS. THERE ARE SOME OTHER MOUNTING CONDITIONS
 HIGHLIGHTED ON SHEET 3 OF 9 AND 6 OF 9.REVISE AS
 REQUIRED TO IDENTIFY EACH OPENING WITH EACH TYPE OF
 MOUNTING CONDITION.
  
 4-SHUTTER SPANSIZE SPECIFIED ON INSTALLATION
 SCHEDULE COLUMN #6IS ONLY 3" LONGER THAN THE OPENING
 SIZE SHOWN ON COLUMN #2.CLARIFY HOW ARE YOU GOING TO
 OBTAIN THE 3.5" MINIMUM EDGE DISTANCESHOWN ON COLUMN
 #8.
 NOTE:REMEMBER THAT EDGE DISTANCE APPLIES TO TOP AND
 BOTTOM INSTALLATIONS. REVISE AS REQUIRED.
  
 5- SPECIFY WHAT ARETHEABBREVIATIONS PC/CB SHOWN ON
 COLUMN #11 STANDING FOR.
 NOTE:KEEP IN MIND THAT IF SUBSTRATE IS CONCRETE
 BLOCK, THEN CONCRETE BLOCK ANCHOR TYPE AND SPACING
 TABLE SHALL BE USED.ALSO,CONCRETE FILLED CONCRETE
 BLOCK CELLS DON'T QUALIFY AS CONCRETE BLOCK SUBSTRATE
 UNLESSPROOF/TESTING IS PROVIDED SHOWING ACTUAL
 CONSTRUCTION.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-04-16 Cont ID  
Sent By jgomez Date 2008-04-16 Time 14:29 Rev Time 0.00
Received By jgomez Date 2008-04-16 Time 14:29 Sent To  
Notes
***NONE***


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