Date |
Text |
2017-10-06 07:25:24 | 2014 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 17010025 |
| ADD: 1696 OKEECHOBEE BLVD. SUITE: 2B/2C |
| CONT: FLORIDA GENERAL CONTRACTOR |
| TEL: 561-667-7529 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
| |
| 1ST REVIEW |
| DATE: FRI. OCT. 06/2017 |
| ACTION: DENIED |
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| 1) NEITHER LIFE SAFETY PLAN NOR THE A-1 SHEET SHOW WALL |
| TAGS IDENTIFYING THE WALL TYPES. SHEET A-2 SHOWS 3 WALL |
| TYPES, WALL TYPE 2 IS A ONE HOUR FIRE RATED WALL. |
| WITHOUT THE WALLS BEING IDENTIFIED ON EITHER THE LIFE |
| SAFETY SHEET OR A-2 THE CONTRACTOR WILL NOT KNOW WHAT |
| WALL TYPE TO BUILD. 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. |
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| 2) SHEET A-1 INDICATES A EXTERIOR DOOR SCHEDULE WITH |
| ASSOCIATED PRESSURES. THERE IS NO WIND DESIGN CRITERIA |
| WHERE THE PRESSURES WERE DEIGNED FROM NOR IF THE |
| PRESSURES ARE IN VULT OR VASD. |
| 2014 FBC-B 1603.1.4 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 |
| STRUCTURE: |
| |
| 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| 1609.3.1. |
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| 2.2. RISK CATEGORY. |
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| 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. |
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| 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. |
| 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
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| 3) THE COVERSHEET DOES NOT INDICATE THE USE OF THE 2014 |
| EXISTING BUILDING CODE AND IF THIS IS A CHANGE OF |
| OCCUPANCY (CHAPTER 10). 301.1. THE REPAIR, ALTERATION, |
| CHANGE OF OCCUPANCY, ADDITION OR RELOCATION OF ALL |
| EXISTING BUILDINGS SHALL COMPLY WITH ONE OF THE METHODS |
| LISTED IN SECTIONS 301.1.1 THROUGH 301.1.3 AS SELECTED |
| BY THE APPLICANT. |
| |
| 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
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| THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| ON SUBSEQUENT REVIEWS. |
| |
| JAMES A. WITMER BN, PX, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. |
| WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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