| Date |
Text |
| 2020-10-21 09:54:35 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20090894 |
| | ADD: 1100 25TH ST. |
| | CONT: NORTHLAKE CONSTRUCTION CO. |
| | TEL: 561-202-7044 |
| | 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: WED. OCT. 21ST/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE STRUCTURAL SHEETS SHOW LARGER OVERHEAD DOOR |
| | OPENINGS BEING MODIFIED. SHEET S-3 AND S-4 SHOW THE |
| | EXISTING AND PROPOSED NEW OVERHEAD DOOR OPENINGS. NONE |
| | OF THE STRUCTURAL PLANS PROVIDE THE WIND DESIGN |
| | CRITERIA FOR THESE OPENINGS. |
| | 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. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 1.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 2A) THE PRODUCT APPROVAL SUBMITTED FL 19313-R1 |
| | MANUFACTURER ROLLING DOOR HAS NOT BEEN REVIEWED BY THE |
| | DESIGNER OF RECORD. 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(SHOP DRAWING STAMP OF |
| | APPROVAL) 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.. |
| | |
| | 2B) NEITHER THE CONTRACTOR NOR THE DESIGNER OF RECORD |
| | HAS INDICATED WITHIN THE PRODUCT APPROVAL REPORT # FL |
| | 19313R-1 WHICH SLAT IS GOING TO BE INSTALLED SLAT 1 OR |
| | SLAT 1A, SEE PAGE 3 OF 6 IN THE TECHNICAL SHEETS. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) SHEET S-4 WEST ELEVATIONS, CLARIFICATION NEEDED, IT |
| | WOULD APPEAR THERE IS A EXISTING UPPER TIE BEAM AND |
| | LOWER TIE BEAM. THE PLANS INDICATE TO CUT 4 FEET FROM |
| | THE OVERALL TIE BEAM. NOTE STATES THE CONTRACTOR IS TO |
| | X-RAY AND CONFIRM AT LEAST 3 LEVELS OF STEEL TIED INTO |
| | COLUMNS ON BOTH SIDES. THE QUESTION IS THE LOWER TIE |
| | BEAM WOULD HAVE NORMALLY BEEN DESIGNED WITH HOOPS TO |
| | CARRY THE LOADS OVER THE DOOR OPENING. THE CONCERN IS |
| | IF THERE IS NO HOOPS OR STIRRUPS IN THE UPPER BEAM, |
| | WILL VERIFICATION OF THE NUMBER OF HORIZONTAL BARS BE |
| | ENOUGH? IS THE WEST WALL CARRYING THE ROOF FRAMING |
| | MEMBERS OR ARE THE ROOF FRAMING MEMBERS PARALLELING THE |
| | WEST WALL WITH MINIMUM ROOF LOADING? 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED TO DETERMINE |
| | VERIFICATION OF JOBSITE CONDITIONS. |
| | |
| | 4) 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | 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] |
| | |
