| Date |
Text |
| 2017-02-27 17:10:45 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17020981 |
| | ADD: 3500 S. DIXIE HWY. |
| | CONT: MIKE MOORE CONSTRUCTION |
| | TEL: 561-301-9468 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. FEB. 27/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1 THE COVERSHEET: |
| | |
| | 1A) THE PLANS NOTE THIS IS A BUSINESS OCCUPANCY. PLEASE |
| | NOTE IT IS A MIXED USE OCCUPANCY, BETWEEN BUSINESS AND |
| | STORAGE OCCUPANCY. WHEN A ACCESSORY OCCUPANCY IS OVER |
| | 10 % OF THE FLOOR AREA, IT IN NO LONGER AN ACCESSORY |
| | OCCUPANCY. 2014 FGBC-B 508.2.1 AREA LIMITATIONS. |
| | |
| | 1B) THE DESIGNER OF RECORD WILL NEED TO INDICATE THE |
| | TYPE OF ITEMS TO BE STORED WHICH WILL EITHER MAKE IT AN |
| | S1 OR S2 OCCUPANCY. DEPENDING ON WHICH TYPE OF STORAGE |
| | OCCUPANCY THAT IS DECLARED FIRE RATED WALLS MAYBE BE |
| | REQUIRED, SEE FBC-B SECTION 508.4 &TABLE 508.4., |
| | 508.2.4 SEPARATION OF OCCUPANCIES & 508.3 NONSEPARATED |
| | OCCUPANCIES. |
| | |
| | 1C) WITH THE STORAGE OCCUPANCY THE CLOSEST USE WOULD BE |
| | THE STORAGE OCCUPANCY FOR MERCANTILE WHERE THE OCCUPANT |
| | LOAD WOULD BE TAKEN AT 300 GROSS FOR STORAGE, STOCK AND |
| | SHIPPING. FBC-B TABLE 1004.1.2. |
| | |
| | 1D) PLEASE NOTE WHEN THERE IS A FRACTION OF A OCCUPANT |
| | , 3633/ 100= 36.33, 37 OCCUPANTS YOU ALWAYS ROUND UP WE |
| | DON?T HAVE PARTS OF OCCUPANTS. FBC-B 1004.1.2 & TABLE |
| | 1004.1.2. |
| | |
| | 2) SHEET A-2 THE LIFE SAFETY FLOOR PLAN SHOWS THE |
| | COMMON PATH OF TRAVEL FROM THE FAR SIDE OF THE BREAK |
| | ROOM TO BE 79 FEET 8 INCHES. PLEASE REVIEW FBC-B TABLE |
| | 1014.3 FOR BUSINESS OCCUPANCY > THAN 30 IN A |
| | NON-SPRINKLERED BUILDING IS 75 FEET. THIS MAY OR MAY |
| | NOT BE AN ISSUE WITH THE OCCUPANT LOAD BEING SPLIT |
| | BETWEEN THE BUSINESS AND STORAGE OCCUPANCY, THE COUNT |
| | MAYBE EQUAL TO OR LOWER THAN 30 WHICH WILL ALLOW A |
| | TRAVEL DISTANCE OF 100 FEET. |
| | |
| | 3) SHEET A-6: |
| | 3A) THE PLANS INDICATE THE DETAILS ARE DRAWN TO ? INCH |
| | EQUALS 1 FOOT. I BELIEVE THIS MAYBE A TYPE , THE PLANS |
| | WHEN SCALED APPEAR TO BE DRAWN TO ? INCH EQUALS 1 FOOT. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3B) THE DETAIL # 3 SHOWS THE HANDRAIL SYSTEM AND THE |
| | HANDRAIL EXTENSION AT THE BOTTOM OF THE STAIRS IS TO |
| | CONTINUE THE SLOPE FOR THE DEPTH OF ONE TREAD BEYOND |
| | THE BOTTOM RISER. FBC-B 1012.6 HANDRAIL EXTENSIONS. |
| | 3C) THE SAME DETAIL # 3 THE BOTTOM HORIZONTAL MEMBER OF |
| | THE HANDRAIL THAT RETURNS BACK UNDER THE HANDRAIL IS TO |
| | BE NO HIGHER THAN 27 INCHES FROM THE FINISH FLOOR OR |
| | GRADE. FBC-ACCESSIBILITY CODE 307.2 AND FIGURE 307.2. |
| | LIMITS OF PROTRUDING OBJECTS. |
| | |
| | 3D) DETAIL # 3 STAIR GUARDRAIL OPENING LIMITATION NEEDS |
| | TO SHOW COMPLIANCE WITH FBC-B 1013.4 EXCEPTION # 2 . |
| | EXCEPTION 2. THE TRIANGULAR OPENINGS AT THE OPEN SIDES |
| | OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL |
| | SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (152 MM) |
| | IN DIAMETER. |
| | |
| | 3E) DETAIL # 1 THE RAMP HANDRAIL/ GUARDRAIL SYSTEM DOES |
| | NOT PROVIDE THE DIMENSION BETWEEN THE BOTTOM FRAMING |
| | MEMBER OF THE HANDRAIL/ GUARDRAIL SYSTEM AND THE SLAB, |
| | PLEASE REVIEW 2014 FBC-ACCESSIBILITY CODE 405.9.2 CURB |
| | OR BARRIER. |
| | |
| | 4) SHEET A12 SHOWS THE ELEVATIONS FOR THE NEW |
| | STOREFRONT WINDOW AND DOOR SYSTEM. THE PRODUCT |
| | APPROVALS FOR EACH SYSTEM HAVE BEEN SUBMITTED BUT THERE |
| | IS NO WIND DESIGN CRITERIA TO VERIFY THE PRESSURES. |
| | 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 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. |
| | |
| | 5) 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. |
| | |
| | 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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