Plan Review Details - Permit 08120186
Plan Review Stops For Permit 08120186
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-02-04 Cont ID  
Sent By lmartine Date 2009-02-04 Time 13:57 Rev Time 0.00
Received By lmartine Date 2009-02-04 Time 13:57 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-01-21 Cont ID  
Sent By shill Date 2009-01-21 Time 17:32 Rev Time 0.00
Received By shill Date 2009-01-21 Time 17:32 Sent To  
Notes
2009-01-21 17:39:31****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1. SEE OPENING #9. A SPAN OF 8'7" HAS BEEN SPECIFIED
 FOR A 104" OPENING SIZE. THE SPAN SHOULD EXCEED THE
 OPENING HEIGHT BY AT LEAST 3" FOR A WALL MOUNT, 3" EDGE
 DISTANCE. THE OPENINGS WHICH ARE 8'5"-8'8" IN HEIGHT
 SHOULD USE THE COLUMN "SPAN UP TO 12'9" ON SHEET 8
 RATHER THAN THE COLUMN "SPANS UP TO 8'8" ". IT APPEARS
 THAT SEVERAL OPENINGS ARE AFFECTED BY THE INCORRECT
 SPANS. PLEASE REVISE SPANS AND ANCHOR SCHEDULE.
  
 WITH THE EXCEPTION OF THE SPANS (AND ANCHOR SPACING FOR
 OPENINGS AFFECTED), ALL OTHER INFORMATION ON THE
 INSTALLATION SCHEDULE APPEARS TO BE CORRECT/CODE
 COMPLIANT.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-12-17 Cont ID  
Sent By shill Date 2008-12-17 Time 12:09 Rev Time 0.00
Received By shill Date 2008-12-17 Time 12:09 Sent To  
Notes
2008-12-17 12:29:02****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1. INSTALLATION SCHEDULE STATES THAT DESIGN PRESSURES
 ARE +-120PSF, BUT ANCHOR SPACING FOR -62 HAS BEEN USED.
  
 2. SEE SHEET 7 REGARDING SHUTTER TO GLASS SEPARATION,
 AND REVISE INSTALLATION SCHEDULE.
  
 3. SPAN SHOULD CORRELATE WITH BLADE LENGTH. FOR
 INSTANCE, OPENING 1, 24" HEIGHT WITH A "7" FOR SPAN.
 PLEASE EXPLAIN HOW YOU'VE ARRIVED AT SPANS.
  
 4. OPENING 14, CONCRETE SUBSTRATE REQUIRES 3320PSI
 CONCRETE, SEE SHEET 8 OF THE PRODUCT APPROVAL. PLEASE
 PROVIDE INFORMATION REGARDING HOW YOU'VE DETERMINED
 THAT THE EXISTING CONCRETE FLOOR MEETS THIS
 REQUIREMENT.
  
 5. SHUTTER CONNECTION MOUNTING TYPE SHOULD CORRELATE
 WITH THE ANCHOR CHARTS; IN THIS CASE, C1 THROUGH C5.
  
 6. TWO IDENTICAL SETS OF PERMIT DOCUMENTS REQUIRED.
 ONLY ONE INSTALLATION SCHEDULE AND FLOOR PLAN WERE
 PROVIDED.
  
 7. THE PRODUCT APPROVALS WERE SUBMITTED UNBOUND (LOOSE
 SHEETS). PLAN REVIEW WILL NOT FAIL FOR THIS REASON, BUT
 IT IS ADVISABLE TO SUBMIT DOCUMENTS BOUND IN TWO
 IDENTICAL COLLATED SETS. IF FOR SOME REASON THE SHEETS
 ARE OUT OF ORDER, AND TWO IDENTICAL SETS CANNOT BE
 EASILY PUT TOGETHER BY THE PLAN REVIEWER, THE
 CONTRACTOR WILL BE REQUIRED TO RESUBMIT WITH DOCUMENTS
 COLLATED.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-02-03 Cont ID  
Sent By adarroug Date 2009-02-03 Time 08:25 Rev Time 0.00
Received By adarroug Date 2009-02-03 Time 08:25 Sent To B
Notes
2009-02-03 08:25:33TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-01-14 Cont ID  
Sent By adarroug Date 2009-01-14 Time 08:17 Rev Time 0.00
Received By adarroug Date 2009-01-14 Time 08:17 Sent To B
Notes
2009-01-14 08:18:13TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date 2009-01-13 Cont ID  
Sent By shill Date 2008-12-17 Time 13:40 Rev Time 0.00
Received By shill Date 2008-12-09 Time 09:13 Sent To  
Notes
2008-12-09 09:13:28TO "MISC" BOX#1


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