Plan Review Notes
Plan Review Notes For Permit 07100688
Permit Number 07100688
Review Stop B
Sequence Number 4
Notes
Date Text
2008-07-29 13:08:10RESIDENTIAL(R3) ADDITION,BUILDING REVIEWTHIRD
 CHECKLIST.
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT. SEC. 713.13
 FLORIDA STATUTES.
 ***NOTE: THIS MAY BE DONE AT TIME OF PRINTING THE
 PERMIT TO AVOID EXPIRATION OF DOCUMENT.
  
 2-TRUSS PACKAGE:
 A) TRUSS ENGINEER TO COMPLY WITH SEC. 61G15-31.003.
 NEED TO WRITE DESIGNER OF RECORD NAME ANDAND PROVIDE
 THE TRUSS ENGINEER INFORMATION ON EACH SHEET. (REPEAT
 COMMENT).
  
 3-SHEET A-1:
 A) UPDATE ALL REFERENCE STANDARDS SHOWN ON THE
 FOUNDATION NOTES. (REPEAT COMMENT). SEE CHAPTER 43 OF
 2004 FLORIDA RESIDENTIAL CODE FOR CORRECT YEAR TO BE
 REFERENCED AND REVISE AS REQUIRED.
  
 B)FOOTING DETAIL 1/A-1 DOESN'T MATCHFOOTING
 SHOWN ON FOUNDATIONPLAN AND IT DOESN'T SPECIFY
 SPACING FOR DOWELS.PROVIDE COMPLETE AND CORRECT
 INFORMATION. (REPEAT COMMENT).FOUNDATION PLAN CALLS
 FOR 24" X 16"CONT. CONC. STEM WALLW/ (3)# 5 CONT.
 FOOTING, WHILE DETAIL1 CALLS FOR8" MONOLITHIC
 FOOTING. REVISE AS REQUIRED TO MATCH.
  
 4- SHEET A-2:
 A) COMPLY WITH SEC. R311.5.3 OF 2004 FLORIDA
 RESIDENTIAL CODE.PROVIDE DIMENSIONS FOR RISERS AND
 TREADS AND REVISE DRAWING ACCORDINGLY. (REPEAT
 COMMENT).
 *** FLOOR PLAN SHOWS TWORISERS BUT SPECIFIES(2) NEW
 7.5" R STEPS.REVISE AS REQUIRED AND ALSO SPECIFY SIZE
 OF TREAD TO VERIFY COMPLIANCE WITH CODE SECTION CITED
 ABOVE.
  
 5- SHEET A-4:
 A)COORDINATELOADS SHOWN ON TYPICAL END DETAIL
 AND LOADS SHOWN ON ROOF FRAMING NOTE #3. (REPEAT
 COMMENT).TYPICAL END DETAIL CALLS FOR ROOF LOAD 55
 P.S.F., WHILE ROOF FRAMING NOTE CALLS FOR 30 P.S.F.
 ROOF LOAD.
 CLEARLY SPECIFY ALL ROOF LOADS INCLUDING THE DEAD AND
 LIVE LOADS, INCLUDING THE ATTIC LIVE LOAD AS REQUIRED
 BY TABLE R301.5 OF 2004 FLORIDA RESIDENTIAL CODE.
 (REPEAT COMMENT).
 ***NOTE: ALSO COORDINATE LOADS WITH THOSE SHOWN ON
 TRUSS PACKAGE.
  
 B)REVISE ROOF NAILING TYPE SPECIFIED FOR GABLE
 ENDS ON ROOF NAILING NOTETO COMPLY WITH SEC.
 R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL CODE.(REPEAT
 COMMENT).
  
 C)NOWIS MISSING THE DETAIL SECTIONSHOWING THE
 NEW KNEE WALL.NEEDSTO SPECIFY ALL FASTENERS FOR
 TOP AND BOTTOM OF 2X8 KNEE WALL. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH WIND
 LOADS OF SEC. R301 OF 2004 FLORIDA RESIDENTIAL CODE.
 (REPEAT COMMENT).
  
 D) CONNECTOR SPECIFIED ON TYPICAL WALL SECTION DON'T
 MATCH THOSE SHOWN ON THE TRUSS CONNECTOR SCHEDULE.
 REVISE AS REQUIRED TO MATCH.
  
 E)SPECIFY LOCATION (OR SPACING)OF USP TA22 TO
 RESIST THE UPLIFT LOADS OF GABLE END TRUSS. SEE TRUSS
 PACKAGE FOR LOCATION OF BEARING POINTS WHERE CONNECTOR
 NEEDS TO BE INSTALLED TORESIST THE CALCULATED LOADS.
 (REPEAT COMMENT).
  
 6- DESIGN PROFESSIONAL TO PAYFOUR TIMES THE FEE
 ($1,421.67) FOR REPETITIVE PLAN REVIEWSAS REQUIRED BY
 FLORIDA STATUTE 553.80(2)(B). SEE ATTACHED COPY.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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