| Date |
Text |
| 2022-08-19 15:32:08 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SEVENTH EDITION (2020) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) SUBMIT A SITE PLAN THAT SHOWS THE LOCATION OF THE |
| | PROPOSED AWNING. FBC AMENDMENTS 107.2.1 |
| | |
| | 2) SUBMIT AN ELEVATION OF THE BUILDING THAT SHOWS THE |
| | LOCATION OF THE AWNING ON THE BUILDING. SHOW THE HEIGHT |
| | OF THE AWNING ABOVE GRADE OR THE WALKWAY. FBC |
| | 3105.3.1.1 FABRIC AWNINGS AND FABRIC-COVERED FRAMES |
| | LOCATED OVER PUBLIC PROPERTY OR IN AREAS ACCESSIBLE TO |
| | THE GENERAL PUBLIC SHALL BE CONSTRUCTED SO THAT NO |
| | RIGID PART OF SUCH FABRIC AWNINGS OR FABRIC-COVERED |
| | FRAMES SHALL BE LESS THAN 7 FEET 6 INCHES (2286 MM) |
| | FROM THE GRADE DIRECTLY BELOW, AND NO PART OF THE CLOTH |
| | DROP SHALL BE LESS THAN 7 FEET (2134 MM). |
| | |
| | 3) PROVIDE ENGINEERED DETAILS OF THE AWNING FRAME |
| | CONSTRUCTION AND HOW IT WILL BE ATTACHED TO THE |
| | BUILDING. FBC 3105.4.2 DESIGN OF THE STRUCTURAL FRAMING |
| | MEMBERS SHALL BE BASED ON RATIONAL ANALYSIS, USING THE |
| | APPLICABLE WIND LOADS OF CHAPTER 16 AS SHOWN BELOW: |
| | 3105.4.2.1 THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK |
| | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND |
| | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | MINIMUM WIND SPEED 105 MPH |
| | EXPOSURE CATEGORY B, C OR D AS DEFINED IN CHAPTER 16. |
| | |
| | 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE COVERED STRUCTURE DESIGNED WITH A PERMANENT OR |
| | NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE |
| | FOLLOWING CRITERIA: |
| | MINIMUM WIND SPEED VELOCITY AS REQUIRED IN CHAPTER 16 |
| | USING FIGURE 1609.3(4). |
| | EXPOSURE B, C OR D AS DEFINED IN CHAPTER 16. |
| | |
| | 4) PROVIDE THE WIND DESIGN DATA FOR THE AWNING FRAME |
| | AND THE FABRIC MEMBRANE. FBC 3105.3 DESIGN AND |
| | CONSTRUCTION.AWNINGS AND CANOPIES SHALL BE DESIGNED AND |
| | CONSTRUCTED TO WITHSTAND WIND OR OTHER LATERAL LOADS |
| | AND LIVE LOADS AS REQUIRED BY CHAPTER 16 AND IN |
| | ACCORDANCE WITH SECTION 3105.4 OF THIS CODE WITH DUE |
| | ALLOWANCE FOR SHAPE, OPEN CONSTRUCTION AND SIMILAR |
| | FEATURES THAT RELIEVE THE PRESSURES OR LOADS. |
| | STRUCTURAL MEMBERS SHALL BE PROTECTED TO PREVENT |
| | DETERIORATION. AWNINGS SHALL HAVE FRAMES OF |
| | NONCOMBUSTIBLE MATERIAL, FIRE-RETARDANT-TREATED WOOD, |
| | HEAVY TIMBER COMPLYING WITH SECTION 2304.11, OR 1-HOUR |
| | CONSTRUCTION WITH COMBUSTIBLE OR NONCOMBUSTIBLE COVERS |
| | AND SHALL BE EITHER FIXED, RETRACTABLE, FOLDING OR |
| | COLLAPSIBLE. |
| | |
| | 5) PROVIDE THE FIRE TEST REPORTS FOR THE FABRIC AWNING. |
| | FBC 3105.3.4.1 FABRIC USED FOR AWNINGS OR |
| | FABRIC-COVERED FRAMES SHALL MEET THE FLAME PROPAGATION |
| | PERFORMANCE CRITERIA OF NFPA 701 OR HAVE A FLAME SPREAD |
| | INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE |
| | WITH ASTM E84 OR UL 723. |
| | |
| | 6) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH |
| | OF THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
