| Date |
Text |
| 2019-06-13 09:42:49 | JONATHAN BROOKS JR. |
| | BUILDING PLANS EXAMINER |
| | WORK HOURS TUESDAY & THURSDAY 7:00 AM TO 3:00 PM |
| | (561) 805-6716 ALTERNATE: CONTACT SAMANTHA HILL (561) |
| | 805-6724 |
| | [email protected] |
| | |
| | 1ST REVIEW: FBC 2017 6TH EDITION |
| | 1ST REVIEW FBC 2017 EXISTING BUILDING |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. CHANGE OCCUPANCY; MIXED USE GROUP B & R2 AS PER |
| | 508.1 FBC |
| | 2. CHANGE ALTERATION LEVEL TO LEVEL 3 ALTERATION AS PER |
| | 505.1 FBC-EB |
| | 3. AN ENGINEERING EVALUATION AND ANALYSIS THAT |
| | ESTABLISHES THE STRUCTURAL ADEQUACY OF THE ALTERED |
| | STRUCTURE SHALL BE PREPARED BY A REGISTERED DESIGN |
| | PROFESSIONAL AND SUBMITTED TO THE CODE OFFICIAL. AS PER |
| | 907.4.1 AND 907.4.2 FBC-EB. |
| | 4. THE STRUCTURAL FRAME AND ROOF CONSTRUCTION |
| | SUPPORTING IMPOSED LOADS UPON THE ROOF BY ANY ROOFTOP |
| | STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF TABLE |
| | 601. THE FIRE-RESISTANCE REDUCTION PERMITTED BY TABLE |
| | 601, NOTE A, SHALL NOT APPLY TO ROOFS CONTAINING |
| | ROOFTOP STRUCTURES. AS PER 1510.9 FBC. |
| | 5. ROOFTOP STRUCTURES NOT REGULATED BY SECTIONS 1510.2 |
| | THROUGH 1510.7 SHALL COMPLY WITH SECTIONS 1510.8.1 |
| | THROUGH 1510.8.5, AS APPLICABLE. |
| | 6. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A |
| | LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) (0.73 |
| | KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH |
| | SECTION 2407. |
| | 7. PLEASE INCREASE THE VALUATION OF THE PROPOSED |
| | PROJECT TO REFLECT THE ADDITIONAL REQUIREMENTS. |
| | |
