Plan Review Notes
Plan Review Notes For Permit 07071040
Permit Number 07071040
Review Stop B
Sequence Number 3
Notes
Date Text
2008-03-18 17:02:11RESIDENTIAL ADDITION AND RENOVATIONS, BUILDING REVIEW
 THIRD CHECKLIST.
 REVIEW UNDER 2004 FBC WITH 2007 REVISIONS.
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT.
 NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK UP.
  
 2- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR:
 A) FLAT ROOF: NEED TO PROVIDE THE RAS 117
 CALCULATIONS FOR NAIL ENHANCING AT PERIMETER AND CORNER
 AREAS AS REQUIRED BY GENERAL LIMITATION #7.(REPEAT
 COMMENT).INFORMATION SUBMITTED ON SHEET A-2 IS THE
 EXACT SAME INFORMATION THAT IS PROVIDED IN THE FLAT
 ROOF NOA 03-0501.05.
  
 ***NOTE: COMPONENTS AND CLADDING LOADS SPECIFIED IN THE
 STRUCTURAL DRAWINGS NEED TO BE REVISED ACCORDING TO
 TABLE R301.2(3),FIGURE R301.2(8) OF 2004 FLORIDA
 RESIDENTIALCODE AND THE DEFINITION FOR "EFFECTIVE
 WIND AREA"IN THE FBC 2004 SEC. 1609.2.
  
 ALSO, MINIMUM DIMENSION FOR ZONE "A" IS 4'-0" AS
 REQUIRED BY FIGURE R301.2(8). REVISE AS REQUIRED.
  
 B) FIXED WINDOWS. (REPEAT COMMENT). PRODUCT APPROVAL
 SUBMITTED FOR FRENCH DOORS DOESN'T HAVE THE INFORMATION
 FOR TRANSOM WINDOWS ABOVE DOORS.
  
 C) WINDOW/ DOORS MULLIONS. (REPEAT COMMENT). PRODUCT
 APPROVAL FOR FRENCH DOORS DOESN'T HAVE THE INFORMATION
 FOR MULLIONS. NEED TO PROVIDE SEPARATE PRODUCT
 APPROVAL. SEE GENERAL NOTES ON NOA SUBMITTED.
  
 ALSO, CLEARLY MARK MULLION SIZE AND ATTACHMENT TO
 VERIFY COMPLIANCE WITH THE DESIGN PRESSURES. (REPEAT
 COMMENT).
  
 D) GARAGE DOOR SIZE AS SHOWN ON PLANS. (REPEAT
 COMMENT). PRODUCT APPROVAL IS FORWIDE DOORS UP TO
 14'-2" .THERE ARE DIFFERENT PRODUCT APPROVALS FOR
 NARROWER DOORS. TYPICALLY 8' AND 9' WIDE DOORS. PROVIDE
 SUCH PRODUCT APPROVAL.. CONTACT MANUFACTURER FOR PROPER
 PRODUCT APPROVAL.
  
 E) CLAY ROOF TILE.NO PRODUCT APPROVAL SUBMITTED
 THIS TIME.
 ***NOTE: HISTORIC DISTRICT REQUIRES CLAY TILE. SEE
 THEIR COMMENTS IN THE APPROVED DRAWINGS.
 NOA 06--0324.01 SPECIFIED BY ARCHITECT ON PRODUCT
 APPROVAL REVIEW LIST IS FOR CONCRETE TILE. REVISE AS
 REQUIRED. COORDINATE WITH HISTORIC PERSONNEL.
  
 3- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS. SEC. 106.3.3 CITY AMENDMENTS TO
 FBC 2004.
  
 4- ENERGY CALCULATIONS:
 A) PROVIDE CORRECT REVISED FORM. (REPEAT COMMENT).
 NEED FORM 600A-2004R.
  
 B) COMPLETE INFORMATION ON TOP OF FORM.
  
 C)AREAS SHOWN ON ITEM 6 AND 10A) DON'T MATCH AREAS
 SHOWN ON ARCHITECTURAL PLANS.REVISE AS REQUIRED.
  
 D) R VALUES SHOWN FOR WALLS AND CEILINGS DON'T MATCH
 ARCHITECTURAL PLANS. REVISE AS REQUIRED.
  
 E) WALL TYPE SHOWN ON ITEM 9(A) DOESN'T MATCH
 ARCHITECTURAL PLANS. REVISE AS REQUIRED.
 NOTE:SEE NEW ADDITION AND GARAGEGUEST ROOM AREA.
  
 F) ENGINEER TO PROVIDE HIS INFORMATION AS REQUIRED
 BY CHAPTER 471 FLORIDA STATUTES AND SEC. 61G15-23.002
 FLORIDA ADMINISTRATIVE CODE.
  
 G) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM.
  
 5- PROVIDE DETAILS/SPECIFICATIONS FOR ATTACHMENT OF
 STRUCTURAL BUCKS TO BE ATTACHED TO EXISTING AND NEW
 COLUMNS. INFORMATION ON SHEET A-10 DOESN'T PROVIDE THIS
 INFORMATION. (REPEAT COMMENT).
 ARCHITECT RESPONDED THAT THERE IS A DETAIL ON SHEET
 A-5. THERE ARE NOT BUCK DETAILS ON THIS SHEET.ALSO,
 STRUCTURAL PLANS DON'T ADDRESS THE ISSUE OFBUCK
 FASTENING TO THE COLUMNS. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004 TO VERIFY COMPLIANCE WITH SEC. R301 AND
 R613.6.
  
 6- SOIL TEST REPORT:
 A) NEED TO PROVIDE REPORTS WITH ORIGINAL SEAL AND
 SIGNATURE AS REQUIRED BY CHAPTER 471 FLORIDA STATUTES
 AND SEC. 61G15-23.002 OF FLORIDA ADMINISTRATIVE CODE.
  
 7- SOIL TEST REPORT STATES SOIL BEARING CAPACITY OF
 2000PSF.STRUCTURAL PLANS REQUIRE 2500PSF SOIL BEARING
 CAPACITY.STRUCTURAL ENGINEER AND GEO-TECHNICAL
 ENGINEER TO COORDINATE INFORMATION AS REQUIRED.
  
 8- BRING ALL REVISED DRAWINGS FOR HISTORIC REVIEW AND
 APPROVAL PRIOR TO SUBMITTAL TO THIS OFFICE.
  
 9- OWES $4.14 FOR NEW ADDITION RADON FEES.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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