Plan Review Notes
Plan Review Notes For Permit 07070741
Permit Number 07070741
Review Stop B
Sequence Number 1
Notes
Date Text
2007-08-21 13:16:45SINGLE FAMILY RESIDENCE ADDITIONAND RENOVATION
 BUILDING FIRST REVIEW CHECKLIST.
 REVIEW DONE UNDER 2004 FLORIDA RESIDENTIAL CODE AND FBC
 2004 WITH 2006/2007 REVISIONS.
  
 1- DRAWINGS TITLE BLOCK NEEDS THE NAME OF ARCHITECT
 SIGNING AND SEALING THE PLANS AND DATE WHEN PLANS ARE
 SEALED AS REQUIRED BY SEC. 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
  
 2- SHEET A1.0 SAYS WIND EXPOSURE "C",WHILE SHEET A2.0
 SAYSWIND EXPOSURE "B". REVISE AS REQUIRED TO MATCH.
  
 3- INTERNAL PRESSURE COEFFICIENT SPECIFIED ON SHEET
 A1.0 IS DIFFERENT THAN THAT SHOWN ON SHEET A2.0. REVISE
 AS REQUIRED. IS THIS STRUCTURE DESIGNED AS OPEN OR
 ENCLOSED?.SPECIFY CORRECT INTERNAL PRESSURE
 COEFFICIENT.
  
 4- SITE PLAN ON SHEET A1.0 SHOWSARROWS FOR DRAINAGE
 THAT LEAD TO THE NEIGHBOR'S PROPERTY.WATER NEEDS TO
 BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER
 APPROVED POINT OF COLLECTION.OR WATER TO BE RETAINED
 IN THE SAME LOT.SEE SEC. R401.3 OF 2004 FLORIDA
 RESIDENTIAL CODE AND REVISE SITE PLAN AS REQUIRED.
  
 5- PROVIDE WINDOW CUT SHEETS SHOWING HOW SPECIFIED
 CASEMENT WINDOWS ON BEDROOMS 2 AND 3 COMPLY WITHTHE
 WIDTHEGRESS REQUIREMENTS OF SEC. R310 OF 2004 FLORIDA
 RESIDENTIAL CODE.
  
 6- AREA CALCULATIONS ON SHEET A3.0 DON'T ADD UP
 CORRECTLY. REVISE AS REQUIRED.
  
 7- SPECIFY ALL DEAD AND LIVE LOADS ANDINCLUDETHE
 ATTIC LIVE LOADS AS REQUIRED BY TABLE R301.5 OF 2004
 FLORIDA RESIDENTIAL CODE.
  
 8- SOIL TEST REPORT:
 A) PROJECT DESCRIPTION IS TO RAZE EXISTING HOUSE TO
 BUILD A NEW ONE.ARCHITECTURAL PLANS CALL FOR NEW
 ADDITIONS TO EXISTING HOUSE. REVISE/CLARIFY AS
 REQUIRED.
  
 B) NEED THE ENGINEERING FIRM CERTIFICATE OF
 AUTHORIZATION NUMBERIN ALL SHEETS AS REQUIRED BY SEC.
 61G15-23.002 OF FLORIDA ADMINISTRATIVE CODE.
  
 9- ARCHITECT TO REVIEWSOIL TEST REPORT FOR FOOTING
 RECOMMENDATIONS. PROVIDE RESPONSE STATING THAT SOIL
 TEST REPORTAND RECOMMENDATIONS WAS REVIEWED AND
 DESIGN CONFORMS TO PROPOSED RECOMMENDATIONS. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 10- ARCHITECT TO SPECIFY ROOF TILE FASTENING AS
 REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS TO FBC 2004.
 IF USING NAIL OR SCREWS SPECIFY SIZE AND NUMBER. IF
 USING ADHESIVES SPECIFY SPECIFIC TYPE AND PROVIDE
 PRODUCT APPROVAL AS REQUIRED BY DCA RULE 9B-72.
  
 11- ENERGY CALCULATIONS:
 A) CLARIFY WHY THERE IS NOT INFORMATION GIVEN FOR
 WATER HEATER IF NEW BATHROOMS ARE ADDED. SEC. 106.1.2
 CITY AMENDMENTS TO FBC 2004.
  
 B) INSULATION ON WALLS AND CEILING DON'T MATCH
 ARCHITECTURAL PLANS.
  
 C) MISSING ADJACENT WALL AT GARAGE AREA.
  
 D) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM.
  
 12- IF ENERGY CALCULATIONS ARE TAKING THE CEILING FAN
 CREDIT, THENNEED TO SPECIFY CEILING FAN SIZE IN FLOOR
 PLANS AS REQUIRED BY TABLE 13-607.1.A.1 FBC 2004.
  
 13- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR:
 A) ALL STRUCTURAL SIMPSON OR USP CONNECTORS
 SPECIFIED ON PLANS.
 ***NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL
 COVER PAGE AND THE SPECIFIC PAGE SHOWING THE CONNECTOR
 TO SAVE PAPER.
  
 B) WINDOW MULLIONS AND CLEARLY IDENTIFY ANCHORING TO
 VERIFY COMPLIANCE WITH THE DESIGN PRESSURES CALCULATED
 BY THE ARCHITECT. SEC. 106.1.2 CITY AMENDMENTS TO FBC
 2004.
  
 C) FIXED WINDOWS WITH SIZES AS SHOWN ON PLANS.
  
 D) ENTRY DOOR ASSEMBLY AS SHOWN ON PLANS. SEE SIZE
 ON ARCHITECTURAL PLANS.
  
 E) WOOD LOUVERED DOORS SHOWN ON FRONT ELEVATION.
  
 F) DECORATIVE BAHAMA SHUTTERS AND CLEARLY IDENTIFY
 FASTENING. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 14- SHEET A7.0:
 A) REVISE RAKED BEAM DETAIL.UPDATEALL SEMCO
 CONNECTORS. COMPANY IS OUT OF BUSINESS.
  
 B) SIMPSON ARCHITECTURAL SERIES CONNECTOR CB46PC
 SPECIFIED TO HOLD HEAVY TIMBER TRUSSES AT ENTRANCE IS A
 COLUMN BASE CONNECTOR. REVISE CONNECTOR AS REQUIRED AND
 PROVIDE COMPLETE DETAIL WITH SPECS. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004.
  
 15- SHEET A3.0: REVISE EGRESS NOTE #4 OF FIRE RATING &
 LIFE SAFETY NOTES.WINDOWS MUST MEET MINIMUM WIDTH AND
 HEIGHT DIMENSIONS, NOT WIDTH OR HEIGHT. REVISE AS
 REQUIRED TO COMPLY WITH SEC. R310 OF 2004 FLORIDA
 RESIDENTIAL CODE.
  
 16- SHEET A5.0: PROVIDE COMPLETE SPECS/DETAILSAND
 LOAD VALUES FOR SIMPSON ARCHITECTURAL SERIES CUSTOM
 GUSSET PLATES. SIMPSON DOESN'T PROVIDE THIS
 INFORMATION. THIS IS THE RESPONSIBILITY OF THE DESIGNER
 OF RECORD.SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 17- SHEET A9.0:
 A) UPDATE GENERAL CONSTRUCTION NOTE #11. SEE FBC
 2004 FOR CORRECT CODE SECTION TO BE REFERENCED.
  
 B) REVISE GENERAL CONSTRUCTION NOTE #17.SEE SEC.
 R606.4 OF 2004 FLORIDA RESIDENTIAL CODE FOR CORRECT
 CONCRETE MASONRYMINIMUM NET AREA COMPRESSIVE
 STRENGTH.
 ALSO, UPDATE REFERENCED STANDARDS AND YEAR. SEE SEC.
 R606AND CHAPTER 43 OF 2004 FLORIDA RESIDENTIAL CODE
 FOR ADOPTED STANDARDS AND YEAR TO BE USED.
  
 C) REVISE GENERAL CONSTRUCTION NOTE #38. SEE ASTM
 C926 AND ASTMC1063 FOR CORRECT FASTENERS AND SPACING TO
 BE USED ACCORDING TO THE SPECIFIC INSTALLATION AND
 MATERIALS TO BE USED.
  
 D) UPDATE ALL GENERAL NOTES. SEE CHAPTER 35 OF FBC
 2004 AND CHAPTER 43 OF 2004 RESIDENTIAL CODE FOR
 CORRECT ADOPTED STANDARDS AND YEAR TO BE USED AND
 REVISE/UPDATE NOTES AS REQUIRED.
  
 E) REVISE/CLARIFYSPECS ON TYPICAL 1-STORYWALL
 SECTION. ROOF SHEATHING NOTE CALLS FOR 19/32" CD GRADE
 WOOD, WHILE TYPICAL FASCIA CONSTRUCTION CALLS FOR 1X6
 T&G SHEATHING.
  
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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