| Date |
Text |
| 2018-07-12 07:34:31 | 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. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PROVIDE A SITE PLAN. INCLUDE DEMENSIONS TO PROPERTY |
| | LINES AND OTHER STRUCTURES ON PROPERTY. |
| | FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION |
| | PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL |
| | FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING |
| | DIMENSIONS; AND ALL EXTERIOR ELEVATIONS: |
| | |
| | 2. PROVIDE DESIGN WIND LOADS FOR PROPOSED CONTAINER. |
| | FBC 107.3.5.1.1(8) ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 3. PROVIDE DETAIL OF ATTACHMENT TO GROUND ANCHORS. |
| | R301.1APPLICATION. |
| | BUILDINGS AND STRUCTURES, AND 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 THE REQUIREMENTS FOR THE TRANSFER OF LOADS |
| | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. |
| | |
| | 4. PERSON RESPONSIBLE FOR DESIGN TO PRINT NAME AND SIGN |
| | PLAN. |
| | FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS |
| | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5) AND F.S. 481.229. |
| | |
| | DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND |
| | THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON |
| | RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE. |
| | |
| | |
