Plan Review Notes
Plan Review Notes For Permit 12120574
Permit Number 12120574
Review Stop B
Sequence Number 1
Notes
Date Text
2013-01-02 11:27:51RESIDENTIAL (R3) ADDITION, BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN. SEC. 107.2.1
 CITY AMENDMENTS TO FBC.
 IF THE DESIGNER IS A CONTRACTOR AS REQUIRED BY SEC.
 107.3.4.3, THEN SIGN THE PLANS ACCORDINGLY.
  
 2- SHEET 1 OF 4: THIS IS A BATHROOM ADDITION NOT
 ALTERATION LEVEL TWO. REVISE AS REQUIRED BY SEC. 407 OF
 2010 FBC-EXISTING BUILDING.
  
 3- SHEET 2 OF 4:
 A) OPENINGS ON EXISTING MASTER BEDROOM WERE CLOSED.
 PROVIDE SPECIFICATIONS/DETAILS SHOWING HOW COMPLYING
 WITH THE EGRESS REQUIREMENTS OF SEC. R310.
  
 B) NOTE #2 SPECIFIES EXTERIOR WALLS TO BE 2X4 STUDS
 WITH R-19 INSULATION. R-19 BATT INSULATION DOESN'T FIT
 ON 2X4 WALL. REVISE AS REQUIRED. ALSO, COORDINATE WITH
 THE ENERGY CALCULATIONS SUBMITTED. REVISE AS REQUIRED.
 SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 C) SIZE OF FOOTING SHOWN ON THE FOUNDATION PLAN DOESN'T
 MATCH SIZE SHOWN ON THE TYP. WALL SECTION. REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 4- SHEET 3 OF 4:
 A) PROVIDE FRAMING DETAILS/SPECIFICATIONS FOR ARCHED
 WINDOW. SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 B) CLARIFY THE DESIGN PRESSURES SHOWN FOR THE WINDOWS.
 THERE ARE TWO DIFFERENT SPECS SHOWN. NOTE; KEEP IN MIND
 THAT ACCORDING TO SEC. R301.2.1.3 THIS HOUSE IS LOCATED
 ON EXPOSURE "D".
  
 C) WALL SECTION. CLARIFY IF USING 2X4 STUDS OR 2X6
 STUDS. BOTH ARE SPECIFIED ON ON THE SAME WALL DETAIL.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 D) REVISE FOOTING SIZE SHOWN ON WALL SECTION. MINIMUM
 DEPTH BELOW GRADE IS 12".. SEC. R403.1.4 OF 2010
 FBC-RESIDENTIAL. ALSO, COORDINATE SIZE WITH ITEM #3(C)
 ABOVE.
  
 5- SHEET 4 OF 4:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 GIRDER TO SUPPORT EXISTING SPAN AS SHOWN ON THE TRUSS
 LAYOUT FROM FLORIDA QUALITY TRUSS. SPECIFY GIRDER SIZE,
 LOCATION, SUPPORT AT THE ENDS TO RESIST THE CALCULATED
 UPLIFT LOADS. *** NOTE: ALSO, PROVIDE SPECIFICATIONS
 FOR SHORING WHEN REMOVING EXISTING BEARING WALL TO
 ALLOW FOR NEW ADDITION. SEC. 107.2.1 CITY AMENDMENTS.
  
 B) REVISE NAILING SCHEDULE TYPE OF NAIL AND NAIL
 SPACING. ROOF SHEATHING REQUIRES MIN. 8D RING SHANK
 NAILS. AND THE SPACING REQUIRED FOR ZONE #3 IS 4"O.C.
 AND 6"O.C. FOR ZONES 1 AND 2. SEC. R803.2.3.1 OF 2010
 FBC-RESIDENTIAL.
  
 C) REVISE THE ROOF SHEATHING NOTES SHOWN ON THE ROOF
 FRAMING PLAN FOR ROOF AREA #1. COORDINATE WITH #5(A)
 ABOVE.
  
 D) TRUSS LOADS ARE NOT ADDED CORRECTLY. TOTAL LOAD
 SHALL BE 60PSF NOT 50. REVISE AS REQUIRED. SEC. 107.2.1
 CITY AMENDMENTS.
  
 F) REVISE ROOF ZONES DIMENSIONS SHOWN ON THE ROOF
 FRAMING PLAN. GABLE ENDS ZONE #3 IS 5'-0" MIN AND ZONE
 #2 IS 4'-0" MIN. . SEE FIGURE R803.2.3.1 OF 2010
 FBC-RESIDENTIAL AND REVISE AS REQUIRED.
  
 6- PROVIDE SOIL TEST REPORT (2 COPIES) AS REQUIRED BY
 SEC. R401.4 OF 2010 FBC-RESIDENTIAL.
  
 7- ENERGY CALCULATIONS SUBMITTED:
 A) COMPLETE ALL THE INFORMATION ON TOP OF FORM,
 INCLUDING PROJECT NAME AND ADDRESS, OWNER, PERMITTING
 OFFICE AND JURISDICTION NUMBER. SEC. 103.2.1.1.1 OF
 2010 FBC-ENERGY CONSERVATION.
  
 B) REVISE ITEMS 6A, 6B AND 6C. NEED TO PROVIDE MINIMUM
 REQUIREMENTS FROM TABLE 402A OF SECOND SHEET OF THE
 ENERGY CALCULATIONS SUBMITTED.
  
 C) PERSON WHO PREPARED THE ENERGY CALCULATIONS AND
 OWNER/AGENT NEED TO SIGN AND DATE THE BOTTOM OF THE
 FORM. SEC. 103.2.1.1.1 OF 2010 FBC-ENERGY CONSERVATION.
  
 8- TRUSS LAYOUT FROM FLORIDA QUALITY TRUSS.
 A) ROOF LOADS DON'T MEET THE ROOF LOADS SPECIFIED BY
 THE DESIGNER OF RECORD. SEE SHEET 4 OF 4 AND REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 B) ENGINEER TO SIGN AND SEAL ALL THE TRUSS DRAWINGS.
 AND, NEED TO PROVIDE ORIGINAL SIGNATURE NOT RUBBER
 STAMP AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE. SEC.
 107.1 CITY AMENDMENTS TO FBC.
  
 9- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) THE AWNING WINDOWS AS SPECIFIED ON PLANS. NONE
 SUBMITTED AT THIS TIME. ONE SUBMITTED IS FOR SINGLE
 HUNG WINDOWS.
  
 B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS
 AND DETAILS. PROVIDE ONLY THE PRODUCT APPROVAL COVER
 PAGE AND PAGE SHOWING THE SPECIFIED CONNECTOR.
  
 10- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL THE PRODUCT APPROVALS (INCLUDING THE ONES ALREADY
 SUBMITTED) AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved