| Date |
Text |
| 2020-01-07 13:54:28 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19120578 |
| | ADD: 2500 METROCENTRE BLVD. SUITE: 06 |
| | CONT: CHANDLER CONSTRUCTION |
| | TEL: 561-791-6934 |
| | 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: TUES. JAN. 07/2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-6.00: |
| | 1A) DETAIL # 2 THE HEIGHT OF THE MIRROR IS INDICATED TO |
| | BE 40 INCHES FROM THE BOTTOM OF THE MIRROR FRAME. |
| | PLEASE NOTE THE 40 INCHES MAXIMUM HEIGHT IS TAKEN FROM |
| | FINISH FLOOR TO THE BOTTOM OF THE REFLECTIVE SURFACE. |
| | 2017 FBC-ACCESSIBILITY CODE 603.3 MIRRORS. MIRRORS |
| | LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE |
| | INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING |
| | SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR |
| | COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF |
| | THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND. |
| | |
| | 1B) DETAIL # 3 IS OF THE SIDE WALL OF THE RESTROOM. THE |
| | ISSUE HERE IS THE DIMENSIONS FOR THE TOILET PAPER |
| | HOLDER. 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. TOILET |
| | PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 |
| | INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE |
| | WATER CLOSET MEASURED TO THE CENTERLINE OF THE |
| | DISPENSER. |
| | |
| | 2) SHEET M101 & M501: |
| | |
| | 2A) UNDER THE HEADING FOR NEW ROOF TOP EXHAUST FANS |
| | EF-1 THE PLANS STATE THAT A NEW CURB AND EXHAUST FAN |
| | ARE TO BE INSTALLED. SHEET M501 NOTES 5 & 6 THAT THE |
| | NEW ROOFTOP ARE TO ADHERE TO HURRICANE CODE |
| | REQUIREMENTS REQUIRING ROOF TIE-INS AND WIND |
| | RESISTANCE. HOW DO YOU KNOW WHAT IS REQUIRED SINCE |
| | THERE IS NO WIND DESIGN CRITERIA, WIND SPEED ETC. |
| | 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: |
| | |
| | 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. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 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. |
| | |
| | 2B) SHEET M101. NOTES FOR THE RTU-1 UNDER REMARKS STATE |
| | THE NEW RTU CURB IS TO BE FACTORY PROVIDED 14 INCH WIND |
| | LOAD RATED CURB. |
| | 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 2C) SHEET M501 DETAIL #6 SHOWS A ROOF FRAMING DETAIL |
| | BUT THE DETAIL IS GENERIC. THE PLAN DOES NOT STATE THE |
| | SIZE OF THE INFILL FRAMING STEEL NOR DOES THE PLAN |
| | INDICATE IF THE STEEL L-ANGLE IS TO BE WELDED TO THE |
| | TOP CHORD OF THE BAR JOIST. |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FRAMING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 2D) SHEET M501 DETAIL # 2 ALSO NOTES FOR THE NEW STEEL |
| | INFILL FRAMING SEE STRUCTURAL DRAWINGS, THERE ARE NO |
| | STRUCTURAL DRAWING WITHIN THE SUBMITTED SET OF PLANS. |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FRAMING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 2E) SHEET M501 DETAIL # 2 INDICATES THE USE OF 2 INCH |
| | STEEL STRAPS TO ANCHOR THE RTU TO THE CURB, GENERIC |
| | DETAIL, FOR THE 170 VULT WIND HOW MANY ANCHORS WILL BE |
| | REQUIRED. LATERAL FORCE-RESISTING SYSTEM |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS, RTUS, FANS OR A/C |
| | STANDS, AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF |
| | FRAMING & DECK AS WELL AS FROM THE CURB OR ROOF STAND |
| | TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 3) 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: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
