| Date |
Text |
| 2020-01-06 08:04:33 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19111204 |
| | ADD: 6329 N. JOG RD. |
| | CONT: ALL-SITE CONSTRUCTION INC. |
| | TEL: 561-848-1110 |
| | 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: MONDAY JAN. 6TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE DEMOLITION, ARCHITECTURAL AND STRUCTURAL SHEETS |
| | ALL SHOW NEW COMPONENTS AND CLADDING TO THE EXTERIOR OF |
| | THE BUILDING, BUT THERE IS NO WIND DESIGN CRITERIA |
| | GIVEN. 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: |
| | |
| | 1.1. 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. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS. |
| | |
| | 1.6 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1.7 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2A) PLEASE PROVIDE PRODUCT APPROVALS FOR EACH OF THE |
| | COMPONENTS/ CLADDING LISTED BELOW. 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)(A) EXTERIOR DOORS , |
| | (C) PANEL WALLS: WALL LOUVERS FOR BOTH INTAKE AND |
| | EXHAUST, BOTH INTAKE AND EXHAUST FANS, WALL |
| | MOUNTED. |
| | |
| | 2B) NOTE IF LOUVERS ARE TO BE INSTALLED AS INTAKE OR |
| | EXHAUST LOUVERS AND THE PRESSURES THAT WILL BE EXERTED |
| | ON THE LOUVER WHEN IN USE, IS THIS PRESSURE GOING TO BE |
| | GREATER THAN THAT OF PRESSURES DESIGN PRESSURES FOR |
| | HIGH WIND EVENTS? 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2C) WITHIN THE GENERATOR ROOM WHEN THE GENERATOR IS |
| | RUNNING WILL THE PRESSURES WITHIN THIS ROOM BE NEUTRAL |
| | TO WHERE YOU WILL BE ABLE TO OPEN THE EXTERIOR MAN DOOR |
| | AS WELL AS THE DOUBLE DOORS TO THE NEW SWITCH GEAR? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2D) THE SAME CONCERN OF WHAT TYPE OF PRESSURES WILL BE |
| | EXERTED ON THE NEW PROPOSED 2 HR. FIRE RATED WALLS. |
| | PLEASE PROVIDE THE DEFLECTION LIMITATIONS FOR THE NEW |
| | WALL SEE THE 2017 FBC-B TABLE 1604.3. |
| | |
| | 3) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE |
| | SECTION 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.. |
| | |
| | 4) WITHIN ALL OF THE PRODUCT APPROVALS PLEASE CIRCLE |
| | ALL RELATIVE SECTIONS THAT PERTAIN TO THE SITE SPECIFIC |
| | INSTALLATION INCLUDING PRESSURES, ANCHORS, SPACING OF |
| | ANCHORS, ETC. 2017 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 5) SHEET A003 FAN SUPPORT DETAILS ALL SHOW A L 4X4 SS |
| | FRAME AROUND THE INTAKE FANS PLEASE SHOW COMPLIANCE |
| | WITH: |
| | 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 |
| | 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. |
| | |
| | 6) . 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | 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] |
| | |
| | |
