| Date |
Text |
| 2020-03-12 07:44:04 | 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. |
| | |
| | 2ND REVIEW |
| | DATE: THURS. MARCH12TH/ 2020 |
| | ACTION: DENIED |
| | |
| | NOTICE ONLY!!!!!!!! 4X FEE / NOTICE!!!!! FLORIDA |
| | STATUTE 553.80(2)(B) |
| | WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| | DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| | ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| | CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| | REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| | CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| | NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| | EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| | ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| | MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| | REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| | COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| | GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| | REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| | A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| | PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| | |
| | |
| | |
| | 1) 2ND REQUEST. THE RESPONSE INDICATES THE WIND DESIGN |
| | CRITERIA CAN BE FOUND ON SHEET S-001 REVISION # 1. |
| | PLEASE NOTE THERE WERE NO NEW SHEETS ADDED OR REVISION |
| | IN THE ARCHITECTURAL OR STRUCTURAL SHEETS. PLEASE ALSO |
| | NOTE THE REVIEW COMMENTS LOOK LIKE THEY WERE DEVELOPED |
| | BY THE CONTRACTOR (ALL-SITE CONSTRUCTION, INC.) AND NOT |
| | THE DESIGNER OF RECORD FOR THIS PROJECT. |
| | 1ST REVIEW COMMENT. 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. |
| | |
| | 1.8 IT WOULD APPEAR THE NEW AND REPLACEMENT EXTERIOR |
| | DOORS ARE IN THE WALL ZONE 5, HIGHER PRESSURES. |
| | |
| | 2A) 2ND REQUEST. SHEET C001 SHOWS ONE NEW EXTERIOR DOOR |
| | AND NEW DEMOLITION FOR DOOR OPENING, AND ONE EXTERIOR |
| | REPLACEMENT DOOR. SEE SHEET A002 ELEVATION, PROPOSED |
| | NEW DOOR. |
| | 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 , |
| | |
| | 2B) 2ND REQUEST, THIS NEEDS TO BE ADDRESSED BY THE |
| | ENGINEER OF RECORD. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) SEMI-COMPLIED, NO EXTERIOR DOOR PRODUCT APPROVALS |
| | WERE SUBMITTED. 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) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW |
| | DOOR. 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) PROVISO: 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. |
| | |
| | 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] |
| | |
| | |
