| Date |
Text |
| 2019-07-18 10:09:23 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | 1&2 FAMILY PLANS EXAMINER, SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | TEMPORARY STRUCTURES 2017 FBC CHAPTER 31 SECTION 3103 |
| | |
| | 3103.1.3. CONFORMANCE |
| | TEMPORARY STRUCTURES AND USES SHALL CONFORM TO THE |
| | STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, |
| | ACCESSIBILITY, LIGHT, VENTILATION AND SANITARY |
| | REQUIREMENTS OF THIS CODE AS NECESSARY TO ENSURE PUBLIC |
| | HEALTH, SAFETY AND GENERAL WELFARE. |
| | A. STRUCTURAL STRENGTH PER FBC CHPT. 16 ? FOR |
| | STRUCTURES WITH SPANS OF 30 FEET OR GREATER. |
| | B. FIRE SAFETY ? PROVIDE FLAME SPREAD TEST REPORTS PER |
| | NFPA 701 FOR EACH TENT |
| | C. MEANS OF EGRESS 1) OPEN SIDES ? NO LIFE SAFETY PLAN |
| | REQUIRED. |
| | 2) CLOSED SIDES ? PROVIDE LIFE SAFETY PLAN |
| | A) STATE OCCUPANT LOAD. |
| | B) IDENTIFY MEANS OF EGRESS. |
| | C) IDENTIFY PATH OF TRAVEL ? 100 FT. OR LESS TO |
| | EXIT. |
| | D) PROVIDE FLOOR LAYOUT OF EVENT. |
| | D. ACCESSIBILITY 1) IDENTIFY ACCESSIBLE ROUTE ON SITE |
| | PLAN |
| | E. LIGHT 1) OPEN SIDES ? N/A |
| | 2) CLOSED SIDES ? PER SEC. 1008.2.1 > 1 FOOT CANDLE |
| | F. VENTILATION 1) OPEN SIDES ? N/A |
| | 2) CLOSED SIDES ? PER SEC. 1203 |
| | G. SANITARY 1) IDENTIFY EXISTING PERMANENT FACILITIES |
| | ON SITE PLAN |
| | 2) PROVIDE PORTABLE FACILITIES PER TABLE 2902. |
| | _______________________________________________________ |
| | _________________ |
| | |
| | |
| | *ADDITIONAL REQUIREMENTS |
| | FOR TEMPORARY MEMBRANE STRUCTURES (TENTS) WITH A SPAN |
| | OF 30 FEET OR GREATER IN ANY DIRECTION: |
| | |
| | A. PROVIDE DETAILS OF STRUCTURAL CONNECTIONS. INCLUDE |
| | BASEPLATE/TIEDOWN DETAILS. |
| | B. PROVIDE STRUCTURAL EVALUATION OF STRUCTURE. |
| | |
| | THESE DOCUMENTS SHALL BE REVIEWED, SIGNED AND SEALED BY |
| | A DESIGN PROFESSIONAL. |
| | |
| | OPTION TO ABOVE REQUIREMENT ? |
| | YOU MAY PLACE A STATEMENT ON YOUR PLAN THAT THE TENT |
| | WILL BE REMOVED IF WINDS ARE EXPECTED TO EXCEED 30 MPH |
| | |
| | _______________________________________________________ |
| | _________________ |
| | |
| | |
| | **ADDITIONAL REQUIREMENTS |
| | FOR TEMPORARY MEMBRANE STRUCTURES (TENTS) WITH A SPAN |
| | OF 40 FEET OR GREATER IN ANY DIRECTION: |
| | |
| | A. PROVIDE DETAILS OF STRUCTURAL CONNECTIONS. INCLUDE |
| | BASEPLATE/TIEDOWN DETAILS. |
| | B. PROVIDE STRUCTURAL EVALUATION OF STRUCTURE. |
| | |
| | THESE DOCUMENTS SHALL BE REVIEWED, SIGNED AND SEALED BY |
| | A DESIGN PROFESSIONAL. |
| | |
| | NO EXCEPTIONS |
| | |
| | |
