Plan Review Details - Permit 20091311
Plan Review Stops For Permit 20091311
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-10-08 Cont ID  
Sent By rmcdouga Date 2020-10-08 Time 15:36 Rev Time 0.00
Received By rmcdouga Date 2020-10-08 Time 15:13 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-10-05 Cont ID  
Sent By rmcdouga Date 2020-10-05 Time 11:22 Rev Time 0.00
Received By rmcdouga Date 2020-10-05 Time 11:22 Sent To  
Notes
2020-10-05 12:05:19PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT A ROOF DIAGRAM. SPECIFY THE AREA THAT IS TO
 BE RE-ROOFED. PROVIDE DIMENSIONS OF THE ROOF AREAS,
 ROOF SLOPES AND MEAN ROOF HEIGHT OF THE BUILDING. CITY
 AMENDMENTS FBC 107
  
 2) THE ADDRESS OF THE PROJECT AND THE NAME AND
 SIGNATURE OF THE PERSON RESPONSIBLE SHALL BE ON THE
 DRAWING. CITY AMENDMENTS FBC 107.2.1
  
 3) THE ROOFING SYSTEM THAT IS CIRCLED ON THE PRODUCT
 APPROVAL (FL2533-R23) W10 IS FOR A MECHANICALLY
 FASTENED ANCHOR SHEET WITH BONDED INSULATION AND BONDED
 ROOF COVER SHEET. THE MAXIMUM DESIGN PRESSURE IS LISTED
 AS -60.0 PSF. THIS DESIGN PRESSURE IS TO LOW FOR THE
 CORNER AND PERIMETER AREAS OF A FLAT ROOF. THE REQUIRED
 PRESSURES FOR A FLAT ROOF WITH A 15' ROOF HEIGHT IN
 EXPOSURE C WITH A 170 MPH ULTIMATE WIND SPEED IS -63.6
 PSF IN ROOF ZONE 2 (PERIMETER) AND -95.7 PSF IN ROOF
 ZONE 3 (CORNERS). IF THE ROOF HEIGHT IS MORE THE
 PRESSURES ARE HIGHER. FBC-R 905.1
  
 4) IF THE DESIGN PRESSURE ARE NOT ADEQUATE YOU WILL
 NEED TO SUBMIT SIGNED AND SEALED ENHANCED FASTENING
 CALCULATIONS, IF THE SYSTEM YOU PROPOSE ALLOWS IT.
 FBC-R905.1
  
 5) IT APPEARS THAT MULTIPLE COPIES OF THE SAME PRODUCT
 APPROVAL DOCUMENTS WERE SUBMITTED. PLEASE UPLOAD ONLY
 ONE COPY FOR EACH PRODUCT. FBC 107
  
 6) THERE IS NO NEED TO SUBMIT ALL OF THE PAGES OF
 PRODUCT APPROVAL FL2533-R23. SUBMIT THE FIRST SIX PAGES
 WHICH IS THE EVALUATION REPORT AND ONLY THE SYSTEM PAGE
 FOR THE SYSTEM YOU ARE PROPOSING TO INSTALL. CITY
 AMENDMENTS FBC 107
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-10-08 Cont ID  
Sent By rmcdouga Date 2020-10-08 Time 15:37 Rev Time 0.00
Received By rmcdouga Date 2020-10-07 Time 14:11 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-10-05 Cont ID  
Sent By rmcdouga Date 2020-10-05 Time 12:16 Rev Time 0.00
Received By rmcdouga Date 2020-10-01 Time 16:00 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-10-08 Cont ID  
Sent By rmcdouga Date 2020-10-08 Time 15:37 Rev Time 0.00
Received By rmcdouga Date 2020-10-08 Time 15:13 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-10-05 Cont ID  
Sent By rmcdouga Date 2020-10-05 Time 11:22 Rev Time 0.00
Received By rmcdouga Date 2020-10-05 Time 11:22 Sent To  
Notes
2020-10-05 12:16:37RAS 117 ENHANCED FASTENING CALCULATIONS ARE REQUIRED TO
 BE SIGNED AND SEALED. ELECTRONICALLY SUBMITTED DRAWINGS
 ARE REQUIRED TO HAVE THE ENGINEER'S DIGITAL SIGNATURE
 ON THEM. YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED
 AND SEALED PAPER VERSION OF DRAWINGS. AFTER THE
 ELECTRONIC PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ENGINEER'S ORIGINAL HANDWRITTEN
 SIGNATURE AND SEAL IS REQUIRED TO BE ON THE DRAWINGS.
 NO PHOTOCOPY OR OTHER FACSIMILES OF THE SIGNATURE ARE
 ACCEPTABLE. FS 471 & 61G15
  
  
  


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