| Date |
Text |
| 2016-02-23 07:44:39 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:15080289 |
| | ADD: 1001 OKEECHOBEE BLVD |
| | CONT: C & I CONSTRUCTION & DESIGN |
| | TEL: (305)255-6067 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION, |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 4TH REVIEW |
| | DATE: TUES. FEB. 23 / 2016 |
| | ACTION: DENIED |
| | |
| | NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA |
| | STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A |
| | FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE |
| | REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO |
| | CORRECT A CODE VIOLATION. |
| | |
| | 1-2) COMPLIED. ASTM F2200-05 SCOPE 1.4 AUTOMATED |
| | VEHICULAR GATES THAT DO NOT COMPLY WITH THIS |
| | SPECIFICATION SHALL BE SUBJECT TO INDEPENDENT |
| | EVALUATION FOR COMPLIANCE WITH UL 325. |
| | |
| | |
| | |
| | 3) 4TH REQUEST. THE AMG-1752 FROM UL HAS NOTHING TO DO |
| | WITH THE WIND DESIGN FOR THE STRUCTURE (STAND) AND ITS |
| | ATTACHMENT TO THE STRUCTURAL CONCRETE BASE. THE |
| | BUILDING & SSTRUCTURES CLASSIFIED AS A CATEGORY I |
| | STRUCTURE INCLUDES FARM OUT BUILDINGS (SHEDS) STREET |
| | POLES, STOP SIGNS, WALL SIGNS, MONUMENT SIGNS, |
| | STRUCTURES THAT ARE NOT HABITABLE... |
| | THIS IS WHERE WE ARE LOOKING FOR A DETAIL SHOWING THE |
| | ATTACHMENT OF THE STAND BASE TO THE FOUNDATION WILL |
| | WITHSTAND THE 160 VULT MPH WINDS. THESE CALCULATIONS |
| | ARE USUALLY COMPLETED BY A ENGINEER OF RECORD. THE |
| | CALCULATIONS SHOULD ALSO INDICATE IF THEY WERE |
| | COMPLETED WITH THE GATE ARM REMOVED FOR HIGH WIND |
| | EVENTS OR NOT!!!! |
| | THERE IS NO WIND DESIGN CRITERIA NOR HOW THIS EQUIPMENT |
| | WILL BE ANCHORED TO WITHSTAND THE MOMENT OF OVER |
| | TURNING FOR THIS WIND BORN DEBRIS REGION? BUILDING |
| | CATEGORY I WIND ZONE 160 MPH VULT. 3 SECOND GUST |
| | |
| | 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 3.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 3.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 3.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 3.5) COMPONENTS & CLADDING PRESSURES POSITIVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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