Date |
Text |
2019-02-27 10:14:39 | 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 1901225 |
| ADD: 2000 PALM BEACH LAKES BLVD. / 8THD FLOOR / 5 |
| TENANT SUITES AND COMMON CORRIDOR / LOBBY |
| CONT: R & Y CONSTRUCTION INC. |
| TEL: 561-249-4292 |
| E-MAIL: [email protected] |
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| 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| BUILDING CODE, BUILDING. |
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| 1ST REVIEW |
| DATE: WED. FEB. 27/ 2019 |
| ACTION: DENIED |
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| 1) SHEET AD1.1 INDICATES WITH NOTE 2 THE REMOVAL OF ALL |
| WALLS, DOORS AND CEILING AND FIXTURES AND ALL |
| ELECTRICAL, MECHANICAL & PLUMBING. SHEET ALS1.1 SHOWS 5 |
| NEW TENANT SPACES WITH A NEW 1 HOUR FIRE RATED COMMON |
| LOBBY. PLEASE SHOW COMPLIANCE WITH: |
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| 2017 FBC-EXISTING BUILDING 803.2.2 SUPPLEMENTAL SHAFT |
| AND FLOOR OPENING ENCLOSURE REQUIREMENTS. |
| WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERCENT OF |
| THAT FLOOR AREA, THE ENCLOSURE REQUIREMENTS OF SECTION |
| 803.2 SHALL APPLY TO VERTICAL OPENINGS OTHER THAN |
| STAIRWAYS THROUGHOUT THE FLOOR. |
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| IT WOULD APPEAR THE DESIGNER IS TRYING TO COMPLY WITH |
| THE ELEVATOR LOBBY REQUIREMENT BY STATING THE COMMON |
| CORRIDOR IS A NEW 1 HOUR RATED LOBBY. WHERE THE PLANS |
| LACK COMPLIANCE IS WITH THE 2017 FBC-B: |
| FBC-B 1016.2 EGRESS THROUGH INTERVENING SPACES. EGRESS |
| THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS |
| SECTION. |
| 1. EXIT ACCESS THROUGH AN ENCLOSED ELEVATOR LOBBY IS |
| PERMITTED. ACCESS TO NOT LESS THAN ONE OF THE |
| REQUIRED EXITS SHALL BE PROVIDED WITHOUT TRAVEL THROUGH |
| THE ENCLOSED ELEVATOR LOBBIES REQUIRED BY |
| SECTION 3006. |
| EACH OF THE TENANT SPACES WILL NEED TO HAVE AT LEAST |
| (1) EXIT TO THE EXTERIOR BALCONY TO ONE OF THE EXTERIOR |
| ENCLOSED VERTICAL EXITS. IT WOULD HAVE TO BE THROUGH |
| ONE OF THE OFFICES AND OR CONFERENCE ROOMS THE DOOR |
| INTO THIS ROOM WOULD HAVE TO HAVE A PASSAGE LATCH, AND |
| EXIT DIRECTIONAL LIGHT (FBC-B 1013.1 EXIT LIGHTS) |
| LEADING TO THE EXTERIOR EXIT ACCESS DOOR ONTO THE |
| BALCONY. |
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| SHEET AD1.1 NOTE # 13 INDICATES THERE ARE (2) EXIT |
| ACCESS DOORS TO THE EXTERIOR THAT ARE TO REMAIN. SHEET |
| ALS1.1 THESE EXIT ACCESS DOORS TO THE EXTERIOR DO NOT |
| SHOW AS SWING DOORS. THE EXTERIOR DOOR IN SUITE 100 |
| SHOWS MORE AS A WINDOW WALL NOT A SWING DOOR. THE |
| EXTERIOR DOOR IN SUITE # 500 HAS A WALL RUNNING THROUGH |
| THE DOOR MAKING IT NON-OPERABLE FOR EXITING, |
| OBSTRUCTIONS. |
| THE OTHER ISSUE THAT I DID NOT COMMENT ON FOR THE 3RD |
| STORY IMPROVEMENTS BUT NEEDS TO SHOW COMPLIANCE AS WELL |
| IS SHEET E2.1 NONE OF THE SHOWN EXTERIOR EXIT ACCESS |
| DOORS HAVE EXIT SIGNAGE AS REQUIRED BY FBC-B 1013, NOR |
| IS THERE DIRECTIONAL SIGNAGE INTO THE OFFICE OR |
| CONFERENCE ROOM THAT THIS IS THE WAY TO THE EXTERIOR |
| EXIT REQUIRED BY FBC-B 1016.2. |
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| 2) SHEET AD1.1 NOTE # 14 INDICATES THERE IS TO BE A NEW |
| EXTERIOR DOOR, PLEASE PROVIDE THE WIND DESIGN CRITERIA. |
| 2017 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: |
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| 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR 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. ASCE 7-10 TABLE 30.3.1. |
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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. |
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| 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 |
| PRODUCT APPROVALS PSF ARE GIVEN IN VASD. |
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| 3) PROVISO: DEFERRED SUBMITTALS WILL NEED TO SATISFY |
| THE 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION SECTION |
| 107.3.4.2 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL |
| BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| OFFICIAL. |
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| 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 BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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