| Date |
Text |
| 2009-05-08 16:55:15 | BUILDING PLAN REVIEW |
| | PERMIT: 09040557 |
| | ADD: 8036 CRANES POINTE WAY |
| | CONT: SHELDON FRIEFELD, INC. |
| | TEL: (561)722-5078 |
| | |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH 2009, 2007 EXISTING BUILDING CODE WITH |
| | 2009 SUPPLEMENTS, CHAPTER 10 FOR ADDITIONS. |
| | |
| | 2) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G16.003 ARCHITECTS |
| | |
| | 3) MISSING DESIGN PERIMETERS: 110.2* W. P. B. |
| | ADMINISTRATIVE CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE 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 IS PROVIDED |
| | F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED. |
| | |
| | 4) R301.1.2.1.1 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL, FRONT ELEVATION AND ROOF ZONES. |
| | |
| | 5) SHEET A3 DETAIL# 1 IS MISSING INFORMATION ON THE |
| | FOUNDATION, SIZE OF REBAR, PSI OF CONCRETE, DENSITY OF |
| | SOILS, MINIMUM BEARING VALUE OF SOILS, VAPOR BARRIER |
| | AND TERMITE TREATMENT INFORMATION. R401.4, R401.4.1, |
| | R402.2, R405.2.2, R2304.11.6. |
| | |
| | 6) PRODUCT APPROVALS FOR CAST CRETE LINTELS WAS |
| | SUBMITTED FOR REVIEW BUT THERE IS NO INDICATION AS TO |
| | INSTALATION, OVER THE WINDOWS OR GARAGE DOOR, SIZE OF |
| | LINTAL DEPTH OF LINTAL. |
| | THE GARAGE OVERHEAD DOOR ALSO IS MISSING INFORMATION IF |
| | THIS IS TO BE A LINTAL, ACOMBINATION LINTEL AND BOND |
| | BEAM OR A BEAM WITH REBAR AND STIRRUPS. THE PLANS DO |
| | NOT INDICATE CHIPPING BACK INTO THE EXISTING CORNER TO |
| | BEAR THE NEW BEAM OR LINTAL ONTO THE EXISTING COLUMN. |
| | |
| | 7) PLANS FAIL TO PROVIDE A TRUSS PLAN WITH THE |
| | MAGNITUDE OF LOADS TO BE RESISTED, GRAVITY, LATERAL & |
| | UPLIFT, R802.2.9 ROOF TIE-DOWN. |
| | |
| | 8) SHEET 3 DETAIL # 1 FAILS TO PROVIDE ROOF SHEATHING |
| | NAILING PATERNS SEE R802.2.3.1. |
| | |
| | 9) SHEET# 3 DETAIL# 1 FAILS TO PROVIDE CODE COMPLIANCE |
| | WITH: REQUIRED VENTILATING AREA IS PROVIDED BY |
| | VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE |
| | TO BE VENTILATED AT LEAST 3 FEET (914 MM) ABOVE THE |
| | EAVE OR CORNICE VENTS |
| | |
| | 10) R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE |
| | CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS |
| | OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 |
| | M2) AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | MORE. |
| | |
| | 11) ENTEGRA ROOF TILE: PLEASE PROVIDE INFORMATION ON |
| | WHICH SYSTEM IS TO BE USED TO SECURE THE ROOF TILE, |
| | CIRCLE SYSTEM. R905.3 CLAY AND CONCRETE TILE. THE |
| | INSTALLATION OF CLAY AND CONCRETE SHALL BE IN |
| | ACCORDANCE WITH RECOMMENDATIONS OF FRSA/TRI |
| | 07320.R905.3.7.1 HIP AND RIDGE TILES. HIP AND RIDGE |
| | TILES SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI |
| | 07320. |
| | |
| | 12) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
