Plan Review Notes
Plan Review Notes For Permit 12040231
Permit Number 12040231
Review Stop B
Sequence Number 1
Notes
Date Text
2012-05-11 13:17:36RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS.
 2010 FLORIDA RESIDENTIAL CODE. 2010 FBC
  
 1- PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SEC.
 405.4.2 OF 2010 FBC-ENERGY CONSERVATION.
  
 2- ONCE PLANS ARE REVISED, PLEASE BRING THEM TO PALM
 BEACH COUNTY (2300 N. JOG RD) TO VERIFY IF IMPACT FEES
 ARE DUE. BRING BACK STAMPED PLANS AND COPY OF PAID
 RECEIPT IF FEES ARE DUE.
  
 3- REVISE BUILDING CODE AND WIND LOAD DESIGN
 CERTIFICATION ON SHEET 1:
 A) CURRENT CODE EDITION IS 2010 FLORIDA RESIDENTIAL
 CODE. THERE IS NOT 2009 FBC.
  
 B) REVISE BASIC WIND SPEED. 2010 FLORIDA RESIDENTIAL
 CODE IS BASED ON THE ULTIMATE DESIGN WIND SPEED VULT
 AND THE NOMINAL DESIGN WIND SPEED VASD. SEE SEC.
 R301.2..1.3. NOTE: CITY OF WEST PALM BEACH ULTIMATE
 DESIGN WIND SPEED IS 170MPH.
  
 4- PROVIDE LICENSE NUMBER FOR CARLOS M. GONZALEZ AS
 REQUIRED BY CHAPTER 481 FLORIDA STATUTE. TITLE BLOCK
 SHOWS CARLOS GONZALEZ OFFERING THE PROFESSIONAL
 SERVICES OF ARCHITECTURE, PLANNING AND INTERIOR DESIGN.
 LICENSE IS REQUIRED BY CHAPTER 481 FLORIDA STATUTE OR
 REMOVE FROM TITLE BLOCK.
  
 5- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) EXTERIOR DOOR AS SHOWN ON PLANS.
  
 B) FLAT ROOF ASSEMBLY. CLEARLY SPECIFY APPROVED
 ASSEMBLY AND PROVIDE THE RAS 117 CALCULATIONS AS
 REQUIRED BY GENERAL LIMITATION #7.
 ***NOTE: IF PRODUCT APPROVAL SUBMITTED REQUIRES SIGNED
 AND SEALED RAS 117 CALCULATIONS, THEN THOSE
 CALCULATIONS ARE REQUIRED TO BE SIGNED AND SEALED.
  
 C) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND
 PAGE SHOWING THE SPECIFIED CONNECTOR. THIS APPLIES FOR
 STRUCTURAL CONNECTORS ONLY.
  
 6- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS TO FBC.
  
 7- REVISE WALL SECTION ON SHEET 1:
 A) SPECIFY THICKNESS OF ROOF SHEATHING.
 B) SPECIFY ROOF SHEATHING FASTENING. SEC. R803.2.3.1.
 NEED MIN. 8D RING SHANK NAILS AND ZONE 3 REQUIRES
 FASTENING @ 4"O.C.
 C) SPECIFY ROOF INSULATION. COORDINATE WITH THE ENERGY
 CALCULATIONS.
 D) SPECIFY INSIDE CEILING HEIGHT. SEC. R305.
 E) MINIMUM DEPTH OF CONCRETE FOOTING BELOW GRADE IS
 12". CLEARLY INDICATE THE FINISH GRADE LINE AND REVISE
 AS REQUIRED. SEC. R403.1.4.
  
 8- FOUNDATION PLAN: PLEASE PROVIDE COMPLETE
 SPECIFICATIONS FOR 8"X8" COLUMNS WITH 3000PSI CONCRETE.
 CLARIFY WHY THERE ARE IS NOT STEEL BAR SPECIFIED.
 PROVIDE ENGINEERING ANALYSIS SHOWING WHY REINFORCEMENT
 IS NOT REQUIRED. SEC. 107.2.1.3 CITY AMENDMENTS TO FBC.
  
 9- NEED SEPARATE PERMITS FOR ELECTRICAL, MECHANICAL,
 PLUMBING, ROOFING. OWNER BUILDER CAN SIGN ON THE PERMIT
 APPLICATION FOR THESE SUBPERMITS OR CONTRACTORS MAY
 APPLY FOR THEIR OWN SUBPERMITS.
  
 10- ROOF FRAMING PLAN:
 A) PLEASE SPECIFY FROM WHICH CATALOG IS THE LUP28 JOIST
 HANGER TAKEN FROM?. UNABLE TO FIND IT IN THE SIMPSON
 CATALOG. PROVIDE PRODUCT APRPOVAL FOR THIS PRODUCT.
 SEC. 107.2.1.3 CITY AMENDMENTS TO FBC.
  
 11- FLOOR TO FLOOR CONNECTION DETAIL SHOWS NEW CONCRETE
 SLAB AT THE SAME LEVEL AS THE EXISTING SLAB, WHILE
 FOUNDATION PLANS SHOWS A 6" DROP. CLARIFY AND REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712


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