| Date |
Text |
| 2019-11-04 08:46:30 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19101209 |
| | ADD: 2602 S. DIXIE HWY. |
| | CONT: RMS CONSTRUCTION |
| | TEL: 561-290-9920 |
| | 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: MON. NOV. 04TH/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) THE ARCHITECTURAL SHEET A-1 SHOWS THE MEN?S AND |
| | LADIES RESTROOMS. THE PLUMBING SHEET P-1 SHOWS A CODE |
| | COMPLIANT DETAIL OF A RESTROOM BUT NOT A DETAIL OF THE |
| | EXACT LAYOUT, DOOR LOCATION NOR SIZE OF THE RESTROOM |
| | FROM ON SHEET A-1. AN OVER RESTROOM LAYOUT WITH |
| | DIMENSIONS AND DOOR LOCATION ARE REQUIRED TO DETERMINE |
| | COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE |
| | SECTIONS: |
| | |
| | 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE |
| | 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE |
| | WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM |
| | THE REAR WALL. |
| | |
| | 604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE |
| | WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER |
| | CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY |
| | NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE |
| | ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT |
| | OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER |
| | FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE |
| | REQUIRED WATER CLOSET CLEARANCE. |
| | |
| | 2) SHEET A-1 DOES NOT INDICATE A NEW RTU UNIT TO BE |
| | INSTALLED BUT M-1 NOTE # 2 DOES INDICATE THE |
| | INSTALLATION OF A NEW 7.5 TON RTU. PLEASE SHOW ON |
| | EITHER THE ARCHITECTURAL SHEETS OR STRUCTURAL SHEET THE |
| | PENETRATION OF THE ROOF DECK (PROVIDE SIZE AND |
| | LOCATION), THE REINFORCEMENT OF THE ROOF FRAMING FOR |
| | THE POINT LOADING OF THE FRAMING MEMBERS, AND THE |
| | ANCHORING DETAIL FOR THE ROOF TOP CURB AS WELL AS THE |
| | RTU TO THE CURB. PLEASE ALSO PROVIDE THE WIND DESIGN |
| | CRITERIA AND LATERAL PRESSURES TO BE RESISTED. |
| | |
| | 2A) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE |
| | SECTION 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | 2B) 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. |
| | |
| | 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 7. FBC-B 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2C) 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 OR ROOF TOP CURB UNITS. |
| | |
| | 2D) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE |
| | ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING |
| | ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC.. |
| | |
| | 2E) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING |
| | SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING (ADDITIONAL ROOF FRAMING |
| | MEMBERS TO BAR JOIST) |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 2F) LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, 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) BUILDING PROVISO: PLEASE NOTE THE WALK IN COOLER AND |
| | HOOD AND SUPPRESSION SYSTEM ARE TO UNDER SEPARATE |
| | PERMIT, FEES AND REVIEW. NOT KNOWN AT THIS TIME IF THE |
| | WALK IN COOLER WILL REQUIRE A ROOF TOP CONDENSER THAT |
| | WOULD ALSO NEED TO SHOW COMPLIANCE WITH |
| | 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)(G) PRE-ENGINEERED A/C STANDS |
| | |
| | ROOF TOP A/C STAND PRODUCT APPROVAL WILL NEED TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | |
| | 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, 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] |
| | |
