Plan Review Notes
Plan Review Notes For Permit 10090281
Permit Number 10090281
Review Stop B
Sequence Number 1
Notes
Date Text
2010-10-06 10:08:54RESIDENTIAL (R3) ADDITION, BUILDING REVIEW CHECKLIST.
 2007 FBC WITH 2009 REVISIONS.
  
 1- PROVIDE SURVEY OR SITE PLAN SHOWING EXACT LOCATION
 OF PROPOSED ADDITION TO VERIFY COMPLIANCE WITH THE
 EXTERIOR WALL LOCATION OF SEC. R302 OF 2007 FLORIDA
 RESIDENTIAL CODE.
  
 2- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD) TO
 VERIFY IF IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS
 AND COPY OF PAID RECEIPT IF FEES ARE DUE.
  
 3- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY
 SEC. 713.13 FLORIDA STATUTE.
 ***NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK
 UP.
  
 4- ENERGY CALCULATIONS:
 A) TABLE 11B-1 ON BACK SHEET OF FORM 1100B-08 SUBMITTED
 REQUIRES CEILING INSULATION TO BE R-30. THE INSTALLED
 VALUE SHOWN IS R-19. INSTALLED VALUE NEED TO MEET OR
 EXCEED THE R VALUE SHOWN ON THE PERFORMANCE CRITERIA
 COLUMN. REVISE AS REQUIRED.
 B) R VALUES SHOWN ON ALL PLANS AND DETAILS TO MATCH
 INFORMATION PROVIDED ON THE ENERGY CALCULATIONS.
 COORDINATE AS REQUIRED.
  
 5- PROVIDE PRODUCT APPROVAL (2COPIES) AS REQUIRED BY
 DCA RULE 9B-72 FOR:
 A) PRECAST LINTELS AS SPECIFIED ON PLANS.
 B) STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON PLANS.
  
 6- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS PRIOR TO SUBMITTAL. SEC. 106.3.3
 CITY AMENDMENTS TO FBC.
  
 7- FLAT ROOF PRODUCT APPROVAL SUBMITTED:
 A) ACCORDING TO THE MIAMI-DADE WEBSITE THE NOA
 07-0730.03 SUBMITTED WAS SUPERSEDED. NEED TO PROVIDE
 CURRENT NOA.
 B) CLEARLY MARK ON NOA SUBMITTED SPECIFIC APPROVED
 ASSEMBLY TO BE INSTALLED.
 C) PROVIDE THE RAS 117 CALCULATIONS FOR NAIL ENHANCING
 AT PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL
 LIMITATION #7 ON LAST PAGE OF NOA SUBMITTED. IF NOA
 REQUIRES THESE CALCULATIONS TO BE SIGNED AND SEALED,
 THEN, PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS.
 ***NOTE: APPROVED ASSEMBLIES THAT ARE LIMITED BY
 GENERAL LIMITATION #9 CAN'T BE USED IN THIS AREA.
  
 8- STORM SHUTTERS:
 A) PROVIDE COMPLETE INSTALLATION SCHEDULE.
 B) CLEARLY MARK ON SHUTTERS DRAWINGS SPECIFIC MOUNTING
 CONDITIONS (EX: WALL MOUNTED, BUILD OUT, ETC) AND
 SPECIFIC ANCHOR TYPE AND SPACING TO BE USED TO VERIFY
 COMPLIANCE WITH THE DESIGN PRESSURES OF SEC. R301.
  
 9- SHEET A-1.0: GENERAL NOTE #7 CALLS FOR 2000PSF SOIL
 BEARING CAPACITY, WHILE DESIGN PARAMETERS NOTE CALLS
 FOR 2500PSF SOIL BEARING CAPACITY. REVISE AS REQUIRED
 TO MATCH.
  
 10- SHEET A-2.0:
 A) SPECIFICATIONS FOR ROOF SHEATHING ON PROPOSED ROOF
 FRAMING PLAN, COMPONENTS AND CLADDING PRESSURES ZONES,
 PLYWOOD ROOF SHEATING NOTES, DETAIL F, SECTION S-1,
 SECTION S-2 AND TYPICAL WALL SECTION DON'T MATCH.
 REVISE TYPE PLYWOOD THICKNESS AND NAIL TYPE AND SPACING
 TO MATCH. COORDINATE AS REQUIRED.
  
 B) REVISE PLYWOOD SHEATHING NOTE "C": ZONE 1 EXPOSURE
 CAN'T BE ASSUMED FOR ALL ROOF ZONES.
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712
  


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