| Date |
Text |
| 2017-02-01 10:27:24 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PROVIDE SITE PLAN WITH LOCATION OF PROPOSED GUARD. |
| | 2. 4X FEE WILL BE ASSESSED. |
| | 3. PROVIDE ATTACHMENT DETAIL FOR GUARD TO STRUCTURE. |
| | 4. CORRECT CODE REFERENCE ON PLAN PAG. A1. SHOULD READ |
| | 2014 FBC 5TH ED. SECTION 1607.8, 1607.8.1 & 1607.8.2 |
| | |
| | FBC 107.3.5.3 ? PROVIDE A SITE PLAN TO DEMONSTRATE |
| | SETBACKS AND BUILDING SEPARATION. |
| | |
| | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN |
| | UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT |
| | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 1607.8 LOADS ON HANDRAILS, GUARDS, GRAB BARS, SEATS AND |
| | VEHICLE BARRIERS. |
| | HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, |
| | ACCESSIBLE BENCHES AND VEHICLE BARRIERS SHALL BE |
| | DESIGNED AND CONSTRUCTED TO THE STRUCTURAL LOADING |
| | CONDITIONS SET FORTH IN THIS SECTION. |
| | |
| | 1607.8.1.1 CONCENTRATED LOAD. |
| | HANDRAILS AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A |
| | CONCENTRATED LOAD OF 200 POUNDS (0.89 KN) IN ACCORDANCE |
| | WITH SECTION 4.5.1 OF ASCE 7. |
| | |
| | 1607.8.1.2 INTERMEDIATE RAILS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST |
| | A CONCENTRATED LOAD OF 50 POUNDS (0.22 KN) IN |
| | ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. |
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