| Date |
Text |
| 2019-03-12 11:12:34 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19020934 |
| | ADD: 3030 S DIXIE SUITES 7 & 8 |
| | CONT: TEKONICA INDUSTRIES INC. |
| | TEL: 561-745-2858 |
| | 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. MARCH 12/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 2.1 THE DESIGNER OF RECORD HAS INDICATED THIS |
| | IS A LEVEL III ALTERATION. PLEASE PROVIDE CODE |
| | COMPLIANCE WITH THE 2017 EXISTING BUILDING CODE |
| | SECTION: |
| | [BS] 907.4.1 EVALUATION AND ANALYSIS. AN ENGINEERING |
| | EVALUATION AND ANALYSIS THAT ESTABLISHES THE STRUCTURAL |
| | ADEQUACY OF THE ALTERED STRUCTURE SHALL BE PREPARED BY |
| | A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED TO THE |
| | CODE OFFICIAL. |
| | |
| | 2A) SHEET 2.1 THE DESIGNER OF RECORD HAS NOTED ON THE |
| | PLANS THE NEW DOOR OPENINGS TO THE EXTERIOR BACK OF THE |
| | TENANT SPACE ARE TO BE A MIAMI-DADE NOA 17- 17-0426.02. |
| | SUBMITTED WITH THE DESIGNER OF RECORDS APPROVAL IS NOA |
| | 14-1021.03. PLEASE UPDATE THE NOTE ON SHEET 2.1 TO |
| | COINCIDE WITH THE APPROVED NOA. 107.2.1.2 ADDITIONAL |
| | INFORMATION NEEDED. |
| | |
| | 2B) WITHIN THE APPROVED NOA BY THE DESIGNER OF RECORD |
| | THERE IS 2 DOOR LOCKING TYPES, A DEADBOLT AND LOCK OR |
| | PANIC HARDWARE DEVICE, PLEASE EITHER CIRCLE ON THE |
| | PRODUCT APPROVAL (NOA 17-0426.02) OR INDICATE ON SHEET |
| | 2.1. 1010.1.10 PANIC AND FIRE EXIT HARDWARE.2017 FBC-B. |
| | |
| | 2C) PLEASE NOTE THERE IS NO WIND DESIGN CRITERIA. 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. ASCE 7-10 TABLE 30.3.1. |
| | 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. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 3A) SHEET 1.1 INDICATES THE REMOVAL AND REPLACEMENT OF |
| | BRACKET FOR WALL HUNG A/C CONDENSER. SHEET 4.1 DETAIL |
| | FOR WALL BRACKET INDICATES THE INSTALLATION OF A MIAMI |
| | TECH WALL BRACKET SYSTEM, PLEASE PROVIDE THE PRODUCT |
| | APPROVAL OR ENGINEERING FOR THIS BRACKET AND ANCHOR OF |
| | THE CONDENSER TO THE WALL BRACKET. |
| | 2017 FBC-B 1609.1.2 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)(C) WALL LOUVERS, OR OTHER PRODUCTS TESTED IN |
| | REGARDS TO NEW TECHNOLOGY |
| | |
| | 3B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 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.. |
| | |
| | 3C) 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. FBC-B-1609.6.4.4.1 COMPONENTS |
| | AND CLADDING. WIND PRESSURE FOR EACH COMPONENT OR |
| | CLADDING ELEMENT IS TO BE DESIGNED FOR WIND PRESSURES |
| | COMPONENTS AND ATTACHMENTS. |
| | |
| | 4) THERE ARE MULTIPLE OF LOOSE SHEETS (1.1, 4.1 & 6.1) |
| | IN THE PERMIT PACKAGE, PLEASE PROVIDE ADDITIONAL |
| | INFORMATION ON THESE SHEETS? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5) 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, SFP, 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] |
| | |
| | |
