| Date |
Text |
| 2016-05-26 11:35:55 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE |
| | W/ 2014 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHPT. 1, ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: 5/26/16 |
| | ACTION: FAILED |
| | |
| | 1. DESIGN PROFESSIONAL TO SIGN AND SEAL DRAWINGS PER |
| | FBC 107.1. PHOTO COPIES ARE NOT ACCEPTABLE. |
| | 2. SUBMITTED PLANS ARE GENERIC IN NATURE. PLEASE |
| | PROVIDE SITE SPECIFIC DESIGN. SPECIFY VULT MPH, RISK |
| | CATAGORY AND EXPOSURE PARAMETERS. INDICATE SPECIFIC |
| | DETAIL OF PV SYSTEM ATTACHMENT TO EXISTING ROOF SYSTEM. |
| | 3. DESIGN PROFESSIONAL TO EVALUATE EXISTING STRUCTURE |
| | TO DETERMINE IF STRUCTURE CAN ACCOMODATE ADDITIONAL |
| | DEAD LOAD OF PV SYSTEM. SUBMITTED DOCUMENTS PROVIDE |
| | SATELLITE VIEW OF STRUCTURE ONLY. |
| | 4. PROVIDE WIND DESIGN LOADS PER FBCR 301. |
| | |
| | FBC-107.1 GENERAL - FAC 61G1-16.004 - A TITLE BLOCK |
| | MUST APPEAR ON ALL ARCHITECTURAL OR INTERIOR DESIGN |
| | DRAWINGS AND SPECIFICATION IDENTIFICATION SHEETS THAT |
| | ARE REQUIRED TO BE SIGNED AND SEALED. THE TITLE BLOCK |
| | MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION: |
| | (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER. |
| | (2) FIRM LICENSE NUMBER. |
| | (3) NAME OR IDENTIFICATION OF PROJECT. |
| | (4) DATE PREPARED. |
| | (5) A SPACE FOR THE SIGNATURE AND DATED SEAL. |
| | (6) THE PRINTED NAME AND THE LICENSE/REGISTRATION |
| | NUMBER OF THE PERSON SEALING THE DOCUMENT. |
| | (7) THE DATE OF PLANS REVISION, IF THE PLANS ARE |
| | REVISED. |
| | (8) FOR THE PURPOSES OF THIS RULE, FIRM IS DEFINED TO |
| | BE A CORPORATION, LIMITED LIABILITY COMPANY, |
| | PARTNERSHIP, PERSON PRACTICING UNDER A FICTITIOUS NAME, |
| | OR PERSON PRACTICING ARCHITECTURE OR INTERIOR DESIGN IN |
| | HIS OR HER OWN NAME. |
| | |
| | R301.1 APPLICATION. |
| | BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL |
| | BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING |
| | DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW |
| | LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY |
| | THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES |
| | IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER OF ALL |
| | LOADS FROM THEIR POINT OF ORIGIN THROUGH THE |
| | LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS |
| | AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE |
| | ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS |
| | SECTION. |
| | |
| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
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