Plan Review Notes
Plan Review Notes For Permit 07070433
Permit Number 07070433
Review Stop B
Sequence Number 1
Notes
Date Text
2007-08-01 12:38:541401 BRANYWINE RD- 07070433 1ST REV
  
 BUILDING PLAN REVIEW
 PERMIT: 07070433
 ADD: 1401 BRANYWINE RD
 CONT: PURDY CONSTRUCTION
 TEL: (561)718-8080
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3) PKA DRAFTING PLEASE SEE ATTACHMENT THAT YOU ARE
 WORKING OUT OF THE SCOPE OF YOUR LICENSE. SEE FL CASE
 NO 03-0489 1 SET OF PLANS WILL BE KEPT AND SENT TO THE
 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION,
 BOARD OF ENGINEERS.
  
 4) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH
 THE PROJECT IS DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
  
 5) PLEASE PROVIDE THE FINISH FLOOR ELEVATION, THIS AREA
 IS A ?B? ZONE LOMR REQUIRING A FINISH FLOOR ELEVATION
 OF 16?-6?.
  
 6) PLEASE PROVIDE SOILS REPORT. 1802.2.1 QUESTIONABLE
 SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
 DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
 BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 7) SHEET A-3 MONOLITHIC SLAB, PLANS INDICATE THE USE OF
 WIRE MESH:CONCRETE SLABS ON GROUND CONTAINING 6X6
 W1.4 ? W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN
 THE MIDDLE TO THE UPPER ONE-THIRD OF THE SLAB. WELDED
 WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH
 APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO
 EXCEED 3 FEET (914 MM) OR IN ACCORDANCE WITH THE
 MANUFACTURER?S SPECIFICATIONS. WELDED PLAIN WIRE
 REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM
 A 185, STANDARD SPECIFICATION FOR STEEL WELDED WIRE
 REINFORCEMENT FABRIC, PLAIN, FOR CONCRETE REINFORCEMENT
 .
  
 8)SHEET A-3 PLANS INDICATE THE USE OF A HIPPED ROOF
 WITH WOOD TRUSSES: 1203.2 ATTIC SPACES: THE NET FREE
 VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE
 AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE
 REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS
 LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
 VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
  
 9) 1209.2 ATTIC SPACES.
 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
 BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
 CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A 30-INCH (762
 MM) MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE
 PROVIDED AT OR ABOVE THE ACCESS OPENING.
  
 10) DISCREPANCY ON SHEET A-3 DETAILS 1& 3 ONE APPEARS
 TO BE ROOF TILE AS THE PRODUCT APPROVAL SUBMITTED
 WHEREAS DETAIL # 1 INDICATES THE USE OF SHINGLES.
  
 11) PLANS INDICATE THE USE OF ?? DRYWALL ON THE CEILING
 PLEASE INDICATE THE DIRECTION OF THE BOARD, TYPE OF
 FASTENERS TO BE USED, AND LENGTH. TABLE 2508.1-
 GA-216.
  
 12) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
 OF PRODUCT TESTING REPORTS MISSING REPORTS ARE AS
 FOLLOWS:
 A) OVERHEAD OR COIL TYPE DOOR- NO REPORT SUBMITTED
 B) EXTERIOR METAL SWING DOOR- CURRIES REQUIRES FL COVER
 SHEET
 C) ROOFING ASSEMBLIES
 UNDERLAYMENTS- NO PRODUCT APPROVALS WERE SUBMITTED
 ROOF TILE- HANSON , REQUIRES FL COVER SHEET, ALSO
 HIGHLIGHT WHAT TYPE OF FASTENER WILL BE
 USED. PROVIDE WHAT TYPE OFHIP AND RIDGE BOARD TO
 BE USED AND TYPE OF FASTENER, 1507.3.7 ATTACHMENT.
 CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN
 ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH
 FRSA/TRI 07320 INSTALLATION MANUAL.
  
 1507.3.8 APPLICATION.
 TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
 FRSA/TRI 07320.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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