| 2021-11-23 16:12:02 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21101014 |
| | ADD: 2480 PRESIDENTIAL WAY # 501 |
| | CONT: WRIGHT?S IMPACT WINDOW & DOOR LLC |
| | TEL: 561-588-7353 |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2020 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. NOV. 23RD/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) DRAWING 1 WRIGHT?S FLOOR PLAN NEEDS TO SHOW WHO THE |
| | AUTHOR IS OF THE PLAN. CERTIFICATION BY CONTRACTOR. |
| | 107.3.4.3. THE CONTRACTOR (QUALIFIER) THAT CREATED / |
| | DREW THE SET OF PLANS WILL NEED TO IDENTIFY THEMSELVES |
| | AS THE AUTHOR OF THE PLANS. PLEASE PRINT YOUR NAME, |
| | SIGN YOUR NAME AND LICENSE NUMBER FOR THE TRADE YOU ARE |
| | LICENSED IN AND PLANS DRAWN. |
| | |
| | 2) DRAWING 1 WRIGHT?S FLOOR PLAN IT APPEARS IS TRYING |
| | TO CREATE A CORNER POST/ COLUMN BY USING (3) 2X5 S, |
| | COVER GAP WITH 5/8 INCH PLYWOOD AND WRAP WITH |
| | BREAK-METAL. PLEASE NOTE THERE IS NO INFORMATION AS TO |
| | WHAT TYPE OF METAL STUDS ARE GOING TO BE USED. |
| | ARCHITECTURAL OR STRUCTURAL, GAUGE, SCREW SIZE OR |
| | SPACING TO CREATE THE COLUMN, TOP AND BOTTOM PLATES, |
| | ANCHORS TO CONCRETE, ANCHORS INTO THE METAL COLUMN, |
| | TYPE OF ANCHORS AND SPACING TO SECURE THE PLYWOOD, TYPE |
| | OF MATERIAL AND THICKNESS TO SEPARATE THE STEEL SCREWS |
| | OF THE SUB SHEATHING AND ALUMINUM BREAK METAL TO STOP |
| | ELECTROLYSIS FROM OCCURRING. THIS STRUCTURE NEEDS TO BE |
| | ENGINEERED WITH CALCULATIONS FOR THE LATERAL FORCES IT |
| | IS GOING TO NEED TO RESIST WITH SAFETY FACTOR. SEE THE |
| | DEFINITIONS FOR ENGINEERING 2021 FS 471.005(7). |
| | |
| | 3) MISSING 2020 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: |
| | |
| | 3.1. 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. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3.5. 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. |
| | |
| | 3.6. 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. |
| | |
| | |
| | 4) THE FLOOR PLAN STATES THIS IS A 220 FOOT HIGHRISE |
| | BUILDING BUT THERE WAS NO ENGINEERING SHEET FOR |
| | COMPONENTS AND CLADDING SUBMITTED NOR WHICH WINDOWS AND |
| | DOORS ARE IN WALL ZONE 4 AND 5. BUILDING END ZONES (5). |
| | THE FLOOR PLAN LAYOUT INDICATES THE WORK TO BE |
| | PERFORMED UNDER THIS PERMIT IS A CORNER UNIT OF A |
| | HIGHRISE BUILDING. THE WIND LOAD CHART UNDER NOTES |
| | STATES WHAT IS CONSIDERED AN END ZONE 10% OF THE LEAST |
| | HORIZONTAL DISTANCE OF THE BUILDING OR 40% OF THE MRH, |
| | BUT NOT LESS THAN 4% OF THE LEAST HORIZONTAL DISTANCE |
| | OR 3 FT. THE CONTRACTOR HAS NOT IDENTIFIED WHAT THE |
| | LEAST HORIZONTAL DISTANCE IS FOR THE BUILDING NOR THE |
| | LOCATION OF THE UNIT IN RELATIONSHIP TO THE BUILDING |
| | AND THE INTERCOASTAL WATERWAY. EXAMPLE ONLY. IF THE |
| | BUILDING HEIGHT IS APPROXIMATELY 180 FT. (MRH.) X 0.40= |
| | 72 FEET. THIS WOULD PUT ALL OPENINGS IN WIND ZONE 5 OR |
| | 10% OF THE LEAST HORIZONTAL DISTANCE OF THE BUILDING, |
| | ALSO UNKNOWN. |
| | |
| | 5A) THE REVIEW OF THE SUBMITTED PRODUCT APPROVALS CAN |
| | NOT OCCUR WITH ALL OF THE UNKNOWNS LISTED IN COMMENT 4 |
| | AND 5. |
| | |
| | 5B) 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. |
| | |
| | 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | |
| | AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING |
| | FROM CITY HALL. |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ RETIRED. |
| | |
| | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| | BACK INTO THE OFFICE CALL |
| | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| | THANK YOU. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
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