| Date |
Text |
| 2018-03-01 10:51:29 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18020385 |
| | ADD: 400 CLEMATIS ST. (FIRST FLOOR) |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 954-574-4968 RACHAEL MYERS |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. MARCH 01/ 2018 |
| | ACTION: DENIED |
| | |
| | 1) CODE INFORMATION SHEET A0.1: |
| | |
| | 1A) CODE ANALYSIS AND PROJECT DATE INDICATES THIS IS A |
| | LEVEL III ALTERATION. PLEASE NOTE THIS IS A CHANGE OF |
| | OCCUPANCY SEE THE 2017 FBC-EXISTING BUILDING CODE |
| | CHAPTER 10. |
| | EXIST. BLDG. CODE 1001.2.2.1 PARTIAL CHANGE OF |
| | OCCUPANCY. WHERE THE OCCUPANCY CLASSIFICATION OR GROUP |
| | OF A PORTION OF AN EXISTING BUILDING IS CHANGED, |
| | SECTION 1012 SHALL APPLY. |
| | |
| | 1B) THE OCCUPANT LOAD GIVEN FOR THE MERCANTILE AREA IS |
| | 12, 290 SQ. FT. /30 = 410 OCCUPANTS. PLEASE BE AWARE OF |
| | A CHANGE IN THE 2017 FBC-B IN TABLE 1004.1.2. UNDER THE |
| | HEADING FOR MERCANTILE. THE CODE NOW USES 60 SQ. FT. |
| | PER OCCUPANT FOR ALL FLOORS. WHICH WILL GIVE AN |
| | OCCUPANT LOAD OF 205, PLEASE CORRECT. |
| | |
| | 2) SHEET A0.5 THE LIFE SAFETY SHEET INDICATES UNDER THE |
| | HEADING EGRESS DATA FOR MERCANTILE. TRAVEL DISTANCES |
| | FOR NEW MERCANTILE (A) COMMON PATH OF TRAVEL 100 FT. |
| | PLEASE REVISE THE PLAN, SEE 2017 FBC-B TABLE 1006.2.1. |
| | |
| | 3) SHEET A2 INDICATES THE PARAPET WALL HEIGHTS OF THE |
| | BUILDING. IN THE SOUTHWEST CORNER OF THE BUILDING THE |
| | SOUTH SIDE PARAPET SECTION LABELED 21 IS 28 INCHES |
| | HIGH, THE WEST SIDE OF THE BUILDING LABELED 22 IS 32 |
| | INCHES HIGH, JUST THE NORTHWEST CORNER 68 INCHES HIGH |
| | AND IN THE NORTHWEST CORNER IDENTIFIED AS 24 IS 33 |
| | INCHES HIGH. NOT UNTIL YOU GET TO THE NORTHEAST CORNER |
| | OF THE BUILDING IS THE PARAPET 40 INCHES HIGH ? OF THE |
| | NORTH PARAPET IS 36 INCHES OR LESS. WITH THIS BEING |
| | SAID THE ROOF PRESSURES IN ROOF ZONE 3 WILL BE ZONE 3 |
| | PRESSURES NOT THE ROOF ZONE 2 AS WOULD BE THE CASE WITH |
| | A MINIMUM OF 3 FOOT PARAPET ALL THE WAY AROUND THE |
| | BUILDING. SHEET S3 THE ROOF ZONE 3 PRESSURES ARE THE |
| | SAME IN ROOF ZONES 2 AND 3. |
| | |
| | 4) SHEET S3 THE TABLE FOR PRESSURES DOES NOT STATE IT |
| | IS FOR 10 SQ. FT., THE TABLE DOES STATE THE PRESSURES |
| | ARE IN VASD. THE WALL PRESSURES FOR WALL ZONE 4 ARE 4 |
| | PSF LOW, WE FIGURE- 49.24 PSF AND WALL ZONE 5 THE |
| | PRESSURES OF -60.76 TAKEN FOR A MEAN ROOF HEIGHT OF 35 |
| | FEET. THIS BUILDING IS A MEAN ROOF HEIGHT GIVEN AT 34 |
| | FEET MEAN ROOF HEIGHT. |
| | |
| | 5) PROVISO: RATHER THAN REQUIRE A RESIDENT INSPECTOR |
| | SINCE THE WELDED AND BOLTED CONNECTIONS IS VERY LIMITED |
| | PLEASE PROVIDE COMPLIANCE WITH: |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2014 FBC-B 2204.1 WELDING |
| | 2014 FBC-B 2204.2 BOLTING. |
| | |
| | 6) PLEASE REVIEW FIRE CHIEF LEDUC COMMENT ABOUT NOT |
| | ENOUGH EXIT AND EXIT DIRECTIONAL SIGNAGE SEE SHEETS |
| | A0.5 & E3 AND COMPLIANCE WITH: |
| | 2017 FBC-B SECTION 1013.1 WHERE REQUIRED. EXITS AND |
| | EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT |
| | SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS |
| | TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN |
| | EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO |
| | CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN |
| | CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS |
| | NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING |
| | MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY |
| | EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO |
| | POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS |
| | MORE THAN 100 FEET (30 480 MM) OR THE LISTED VIEWING |
| | DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE |
| | NEAREST VISIBLE EXIT SIGN. |
| | |
| | 7) SHEET S2 SHOWS 2 DOOR CUT SECTIONS 4/S4 AND 7/S4 |
| | BOTH USING A C1 TYPE COLUMN AND A HSS6X6 3/8 INCH STEEL |
| | BOX BEAM, THE DETAILS DO NOT PROVIDE THE WELD |
| | CONNECTION TO THE VERTICAL COLUMN C1. 107.2.1.3 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 8) SHEET A6 DETAIL # 9 & 10 SHOWS A REFRIGERANT LINE |
| | CHASE (WALL) DETAIL. PLEASE NOTE TO HAVE A CHASE AND |
| | NOT A SHAFT THE FLOOR PENETRATIONS THROUGH THE FLOOR |
| | WILL NEED TO PROVIDE THROUGH THE FLOOR/ CEILING |
| | ASSEMBLIES IN COMPLIANCE WITH: |
| | 2017 FBC-B 714.4 HORIZONTAL ASSEMBLIES |
| | FBC-B 714.4.1 THROUGH PENETRATIONS. |
| | FBC-B 714.4.1.1 INSTALLATION. THROUGH PENETRATIONS |
| | SHALL BE INSTALLED AS TESTED IN THE APPROVED FIRE- |
| | RESISTANCE-RATED ASSEMBLY. |
| | 714.4.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM. THROUGH |
| | PENETRATIONS SHALL BE PROTECTED BY AN APPROVED |
| | THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AND |
| | TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A |
| | MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF |
| | WATER (2.49 PA). THE SYSTEM SHALL HAVE AN F RATING/T |
| | RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE |
| | REQUIRED RATING OF THE FLOOR PENETRATED. |
| | SHEETS A23 NOR A24 SHOW A FLOOR/ CEILING THROUGH |
| | PENETRATION AND FIRE STOPPING SYSTEM. |
| | |
| | 9) 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, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
