| Date |
Text |
| 2021-12-08 11:16:43 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21110470 |
| | ADD: 2450 PRESIDENTIAL WAY # 1207 |
| | PCN:74-43-43-18-10-000-1207 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: WED. DEC. 08TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1A) 3RD REQUEST. THE FLOOR PLAN MISSING THE QUALIFIER |
| | SIGNATURE, NOTE IT CAN BE AN ELECTRONIC SIGNATURE. THE |
| | SCHEDULE/ WIND LOAD CHART AND SITE PLAN DOES NOT HAVE |
| | THE QUALIFIERS PRINTED NAME, SIGNATURE NOR LICENSE |
| | NUMBER. |
| | 1ST ROUND COMMENTS. THE WRIGHT?S FLOOR PLAN & OPENING |
| | SCHEDULE 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. |
| | |
| | 1B) NEW COMMENT, SITE PLAN THE SQUARE APPLIED TO THE |
| | SITE PLAN TO LOCATE THE UNIT WHERE WORK IS TO OCCUR IS |
| | SO LARGE IT COVERS BOTH SIDES OF THE BUILDING. |
| | |
| | 2) 2ND REQUEST. PLEASE PROVIDE A OVERALL FLOORPLAN OF |
| | THE BUILDING SHOWING WHICH SIDE OF THE BUILDING THE |
| | UNIT IS LOCATED, WHERE WORK IS TO OCCUR, AND IDENTIFY |
| | THE UNIT WITHIN THE OVER ALL FLOOR PLAN. ASKED IN THE |
| | FIRST ROUND OF COMMENTS, THIS IS NOT A SQUARE OR |
| | RECTANGULAR BUILDING. IT IS A CURVED CRESCENT SHAPED |
| | BUILDING; WE LOOK AT THE WIND COMING FROM EVERY |
| | DIRECTION. WITH THE CURVED CRESCENT SHAPE AND THE |
| | BEDROOMS SET OUT AND THE LIVING ROOM AREAS SET BACK IT |
| | APPEARS THAT ALL THE OPENINGS ARE IN ZONE 5. PLEASE |
| | PROVIDE A DIMENSIONED PLAN OF THE FACE OF THE TENANT |
| | SPACE, LOCATION OF THE OPENINGS DIMENSIONED, THE |
| | DIMENSION TO THE CORNER OF THE INSET SECTION, WIDTH OF |
| | WALL FOR OPENING 2 & 5 SINCE THE ZONE 5 IS FEET WIDE |
| | OPENINGS 2 & 5 ARE DEFINITELY IN ZONE 5. IT APPEARS |
| | WINDOWS 1 & 6 MAY ALSO BE SET BACK WHEN VIEWING THE |
| | ELEVATIONS OF THE BUILDING USING GOOGLE MAPS. |
| | ENGINEERING EXPRESS SHEET SHOWS FOR COMPLEX BUILDINGS |
| | USE CORNER ZONES IF AT ALL IN QUESTION. THIS WILL |
| | GREATLY AFFECT THE PRESSURES ON THESE OPENINGS AND |
| | SUBMITTED SCHEDULE. |
| | |
| | 1ST ROUND COMMENTS. DRAWING 1 WRIGHT?S FLOOR PLAN DOES |
| | NOT SHOW THE FLOOR PLAN IN THE OVERALL CURVATURE OF THE |
| | BUILDING, NOR THE UNITS THAT ARE PROJECTED FURTHER OUT |
| | THAN OTHER PORTIONS OF THE WALL LINE CREATING A |
| | FLUTTERING OR GALLOPING AFFECT. ENGINEERING EXPRESS |
| | SHEET SHOWS FOR COMPLEX BUILDINGS USE CORNER ZONES IF |
| | AT ALL IN QUESTION. THIS WILL GREATLY AFFECT THE |
| | PRESSURES ON THESE OPENINGS AND SUBMITTED SCHEDULE. |
| | 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. |
| | |
| | 3) THE REVIEW OF THE SUBMITTED PRODUCT APPROVAL NOA |
| | 21-0728.02 REVISION C, SLIDING GLASS DOORS CAN?T BE |
| | DETERMINED BUT ALREADY THERE ARE ISSUES WITH THE SILLS, |
| | THE POSITIVE AND NEGATIVE PRESSURES ARE GIVEN ON PAGE 5 |
| | OF 23, PAGE 14OF 23 SHOWS A 3 11/16 INCH SILL NO |
| | PRESSURES GIVEN AND PAGE 21 OF 23 SHOWS 2 INCH SILLS. I |
| | DO NOT SEE WHERE THERE ARE POSITIVE PRESSURES GIVEN FOR |
| | THE SILLS. YOU ARE NOT USING THE CURRENT VERSION OF |
| | THIS PRODUCT APPROVAL. ON MIAMI-DADE WEBSITE NOA |
| | 21-0728.02 REVISION D 08/04/21 PAGE 5/23 TECHNICAL |
| | DRAWINGS SHOWS SILL HEIGHTS AND ASSOCIATED PRESSURES. |
| | UPDATE YOUR NOA TO THE NEWEST VERSION AND CIRCLE WHICH |
| | SILL HEIGHT TO BE INSTALLED. THE 2 ? INCH SILL DOES NOT |
| | MEET THE REQUIRED POSITIVE PRESSURES OF ZONE 4. WITH |
| | THE HIGHER POSITIVE PRESSURES OF ZONE 5THE 3 1/8-INCH |
| | SILL MAY NOT WORK. ZONE 5 THE NEGATIVE PRESSURES WILL |
| | ALSO INCREASE. |
| | |
| | 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. |
| | |
| | |
| | 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] |
| | |
