| Date |
Text |
| 2021-11-23 15:27:37 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:21080182 |
| | ADD: 4700 BROADWAY AVE. |
| | CONT: RETAIL CONTRACTORS |
| | TEL: 352-302-5496 |
| | 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. |
| | 3RDREVIEW |
| | DATE: TUES. NOV. 23RD/2021 |
| | ACTION: DENIED |
| | ****NO TRANSMITTAL LETTER **** WAS SUBMITTED 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. |
| | |
| | 4X FEE / NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH |
| | RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| | DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| | ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| | CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| | REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| | CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| | NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| | EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| | ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| | MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| | REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| | COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| | GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| | REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| | A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| | PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| | |
| | |
| | 1) COMPLIED. |
| | 2) 3RD REQUEST. 1ST ROUND OF COMMENTS THE FIXTURE & |
| | HARDWARE PLAN SHOWS NEW COOLERS & FREEZERS. THE PLANS |
| | ARE SILENT AS TO IF THE CONDENSERS ARE GOING TO BE |
| | REMOTE ROOF TOP CONDENSERS, IF SO SHOW COMPLIANCE WITH |
| | THE 2020 FBC-B: |
| | |
| | 2A) 3RD REQUEST. 1ST ROUND OF COMMENTS 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. |
| | |
| | 2B) 3RD REQUEST. 1ST ROUND OF COMMENTS |
| | 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 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) (G) |
| | PRE-ENGINEERED A/C STANDS |
| | |
| | 2C) 3RD REQUEST. 1ST ROUND OF COMMENTS THE ROOF TOP A/C |
| | STAND PRODUCT APPROVALS, TO BE REVIEWED BY THE DESIGNER |
| | OF RECORD. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS |
| | CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP |
| | COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF |
| | HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED |
| | THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT |
| | VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND |
| | TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY |
| | THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO |
| | THE BUILDING DEPARTMENT. |
| | |
| | 2D) 3RD REQUEST. 1ST ROUND OF COMMENTS LATERAL |
| | FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP EQUIPMENT, |
| | CURBS, FANS OR A/C STANDS, AND OR VENTS, DETAILED |
| | ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 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. |
| | |
| | 2E) 3RD REQUEST. 1ST ROUND OF COMMENTS 2020 FBC-M 306.5 |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS OR |
| | APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR THE |
| | ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO |
| | CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO |
| | ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR |
| | EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS |
| | SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER |
| | THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS |
| | HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL |
| | NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS |
| | INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL |
| | BE MEASURED TO THE TOP OF THE PARAPET WALL. |
| | |
| | 2F) 3RD REQUEST. 1ST ROUND OF COMMENTS 2020 FBC-M 306.5 |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS OR |
| | APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR THE |
| | ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO |
| | CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO |
| | ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR |
| | EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS |
| | SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER |
| | THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS |
| | HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL |
| | NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS |
| | INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL |
| | BE MEASURED TO THE TOP OF THE PARAPET WALL. 2017 FBC-B |
| | 1011.16 LADDERS. |
| | |
| | 3-4) COMPLIED. |
| | |
| | 5) 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. |
| | MONDAY 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] |
| | |
| | |
| | |
| | |
