| Date |
Text |
| 2023-01-31 10:19:26 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22080480 |
| | ADD: 2603 PINEWOOD AVE. |
| | CONT: HIGH TECH DUCTWORKS |
| | TEL: 772-559-6913 |
| | 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. JAN. 31/ 2023 |
| | ACTION: DENIED |
| | |
| | 1) THE LAST KNOWN USE FOR THIS SPACE WAS A STORAGE |
| | OCCUPANCY. PLEASE PROVIDE A FLOOR PLAN FOR THE WHOLE |
| | BUILDING SINCE IS A CHANGE OF USE AND CHANGE OF |
| | OCCUPANCY. THE 2020 EXISTING BUILDING CODE CHAPTER 10 |
| | SECTION 1001.2.2 WILL NEED TO BE MET. SINCE THIS IS OUT |
| | OF THE SCOPE OF YOUR LICENSE A DESIGN PROFESSIONAL MAY |
| | BE REQUIRED FOR ALL TRADES. 2020 W. P. B. |
| | ADMINISTRATIVE CODE107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATIVE CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. MISSING ALL PLANS FOR A CHANGE OF |
| | OCCUPANCY. |
| | |
| | |
| | 2) THE SHEET M-3 IS ILLEGIBLE CANNOT MAKE OUT THE |
| | WORDING. 107.2.1.3. QUALITY OF PLANS. THE BUILDING |
| | OFFICIAL MAY ESTABLISH THROUGH DEPARTMENT POLICY OTHER |
| | STANDARDS FOR THE PLANS AND SPECIFICATIONS IN ORDER TO |
| | PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM. |
| | THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, |
| | SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO |
| | RECORD MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE |
| | WITH THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES. |
| | |
| | 2A) THERE IS A PENETRATION TO WHAT APPEARS TO BE A |
| | CONCRETE DECK. EITHER SINGLE T OR DOUBLE T, THE PLANS |
| | ARE NOT CLEAR IN THIS MATTER. THE DETAIL DOES NOT STATE |
| | IF THESE ARE EXISTING PENETRATIONS THROUGH THE CONCRETE |
| | ROOF DECK OR NOT, PLEASE DECLARE, THIS IS ALSO OUT OF |
| | THE SCOPE OF YOUR LICENSE F S 489.105(3) (D) SHEET |
| | METAL CONTRACTOR. |
| | IF NEW PROVIDE DETAIL HOW THE NEW ROOF PENETRATION IS |
| | TO PROCEED, SIZE OF PENETRATION AND IF ANY ADDITIONAL |
| | RE-ENFORCING IS REQUIRED. 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 3) SHEET M-3DOES NOT INCORPORATES WIND DESIGN. |
| | 2020 FBC-B 1603.1.4 WIND DESIGN CRITERIA. |
| | 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) SHEET M-3DOES NOT INCORPORATE THE ANCHORING OF THE |
| | ROOF TOP CURB, STACK (SIZE OF FLUE) OR CAP. ONE FLUE IS |
| | 5 FEET ABOVE THE ROOF THE OTHER IS 5FEET 4 INCHES. 2020 |
| | 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. 2020 FBC-B 1604.4 ANALYSIS. LOAD |
| | EFFECTS ON STRUCTURAL MEMBERS AND THEIR CONNECTIONS |
| | SHALL BE DETERMINED BY METHODS OF STRUCTURAL ANALYSIS |
| | THAT TAKE INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, |
| | GEOMETRIC COMPATIBILITY AND BOTH SHORT- AND LONG-TERM |
| | MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED |
| | TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL |
| | FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR |
| | WIND LOADS. |
| | |
| | 5) COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS |
| | AND CLADDING PRODUCT APPROVALS. 2020 FBC-B 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)(C) PANEL WALLS:, WALL LOUVERS, D) ROOFING PRODUCTS |
| | AND ASSEMBLIES |
| | |
| | 6) 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. |
| | |
| | 7) A TRANSMITTAL LETTER / NARRATIVE 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 WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT |
| | REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. |
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| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ SEMI-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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