Plan Review Notes
Plan Review Notes For Permit 05030164
Permit Number 05030164
Review Stop B
Sequence Number 1
Notes
Date Text
2005-03-18 00:00:00BUILDING REVIEW CHECKLIST:
 1- NEED RECORDED NOTICE OF COMMENCEMENT.
  
 2- IMPACT FEES RECEIPT SHOWS A BALANCE
 DUE. PAY BALANCE AND BRING BACK COPY OF
 RECEIPT PAID IN FULL.
  
 3- ENGINEER NEEDS TO HAVE ALL HIS
 INFORMATION AS REQUIRED BY CHAPTER 471
 FL.STATUTES. ALSO, SEE ADMINISTRATIVE
 CODE SECTION 61G15-23.002 FOR
 INFORMATION REQUIRED BY ENGINEER.
  
 4- NEED TO PROVIDE 2 SETS OF PLANS AND
 ALL REQUIRED INFORMATION.
  
 5- SPECIFY 30PSF OR 10PSF ATTIC LIVE
 LOAD AS REQ'D BY TABLE 1604.1 FBC 2001.
  
 6- SPECIFY WHAT'S THE USE OF THE ROOM
 ADJACENT TO THE KITCHEN.
  
 7- REVISE TYPICAL WALL SECTION TO SHOW
 FOOTING TO BE 12" MIN. BELOW GRADE (SEC.
 1804.1.3 FBC 2001) AND CONCRETE SLAB TO
 BE MIN. 4" ABOVE FINISH GRADE AS REQ'D
 BY SEC. 1804.1.7 CITY AMENDMENTS TO FBC.
  
 8- PROVIDE SOIL TEST REPORT.
  
 9- CLARIFY FOOTING REINFORCEMENT. TYP.
 WALL SECTION CALLS FOR 3#5, WHILE
 FOUNDATION PLAN CALLS FOR 2#5. REVISE.
  
 10- SPECIFY CEILING INSTALLATION AT
 ENTRY PORCH. SPECIFY FASTENERS SIZE AND
 SPACING. SEE ASTM C926 AND ASTM C1063.
 SEC. 2504.2 FBC 2001.
  
 11- PROVIDE CLEAR TRUSS ANCHOR SCHEDULE.
 SEC. 104.2.1.2 CITY AMENDMETNS TO FBC
 2001. (SEE LATEST SIMPSON CATALOGUE AND
 PROVIDE ENGINEERING FOR TYPE AND NUMBER
 OF FASTENERS THAT DIFFER FROM
 CATALOGUE). SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 12- TRUSS NOTES ON SHEET A-3 AND TYP
 WALL SECTION DON'T MATCH. SEE TYPE AND
 NUMBER OF FASTENERS SPECIFIED AND REVISE
 AS REQUIRED.
 **NOTE: SEE LATEST SIMPSON CATALOGUE FOR
 NUMBER OF FASTENERS TO BE USED.
 FASTENERS WERE REVISED TO COMPLY WITH
 SEC. 1609.4.3 FBC 2001 WERE THE STEEL
 STRESS COULD NOT BE INCREASED.
 OTHERWISE, ENGINEER TO PROVIDE
 ENGINEERING CALCULATIONS (SEE SEC.
 1609.4.3 FBC 2001)FOR NUMBER OF
 FASTENERS THAT DIFFER FROM THOSE TESTED
 AND PUBLISHED BY MANUFACTURER.
  
 13- LINTEL SCHEDULE DON'T MATCH PLAN.
 REVISE AS REQUIRED.
  
 14- ENERGY CALCULATIONS: A) OWNER/AGENT
 TO SIGN AND DATE BOTTOM OF FORM.
 B) COMPLETE INFORMATION ON TOP OF FORM.
 INCLUDING BUILDING ADDRESS.
  
 15- STORM SHUTTERS: A) PROVIDE FLORIDA
 OR LOCAL PRODUCT APPROVAL.
 B) PROVIDE KEY PLAN AND COMPLETE
 INSTALLATION SCHEDULE. SEE SAMPLE.
 C) CLEARLY MARK ON SHUTTER DRAWINGS
 SPECIFIC MOUNTING CONDITIONS AND ANCHOR
 TYPE AND SPACING TO BE USED ACCORDING TO
 THE DESIGN PRESSURES, EDGE DISTANCE,
 PANEL SPAN, CONNECTION TYPE AND
 STRUCTURE TO BE ATTACHED TO (MASONRY OR
 CONCRETE).
  
 16- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL FOR: (NOTE: DADE COUNTY PRODUCT
 APPROVAL IS NOT A FLORIDA PRODUCT
 APPROVAL)
 A) WINDOW MULLIONS.
 B) SLIDING GLASS DOORS AND CLEARLY
 IDENTIFY SIZE OF SILL TO BE USED
 ACCORDING TO THE DESIGN PRESSURES.
 C) GARAGE DOOR FOR SIZE OF DOOR USED.
 D) ROOF SHINGLES.
 E) ENTRY DOOR.NOTE: INSWING AS SHOWN
 ON PLANS.
 F) SIMPSON TRUSS CONNECTOR USED.
 G) SINGLE HUNG WINDOWS.
  
 17- DESIGN PRESSURES SPECIFIED FOR
 GARAGE DOOR ARE TOO LOW. PROVIDE
 ENGINERING CALCULATIONS SHOWING HOW THE
 DESIGN PRESSURES WERE DETERMINED. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
  
 18- OWES $116.20 FOR LOW VALUATION AND
 RADON FEES.
  
 19- CLARIFY R VALUE FOR INSULATION AT
 ATTIC. ENERGY CALCS CALLS FOR R-19,
 WHILE TYP. WALL SECTION CALLS FOR R-30.
 REVISE AS REQUIRED.
  
 20- SHEET A-3: A) CLARIFY FASTENER FOR
 GARAGE DOOR BUCK. NOTES ON SHEET A-1 AND
 NOTES ON DETAIL DON'T MATCH. REVISE.
 B) CLARIFY CONNECTORS SPECIFIED FOR
 ENTRY PORCH BEAM. WHAT'S HUS210-3? SEE
 SIMPSON CATALOGUE.
 C) SPECIFY THE 4 STRAPS SPECIFIED FOR
 ENTRY PORCH ON TOP OF CONCRETE COLUMN.
 NOTE: NEED WOOD TO MASONRY CONNECTOR.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 D) ROOF FRAMING PLAN IS MISSING LINTEL
 AT ROOM ADJACENT TO KITCHEN.
 SEE COMMENTS ON PLANS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.


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