| Date |
Text |
| 2020-11-23 08:53:00 | PLAN REVIEW / BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER BUILDING - PX3169 |
| | PLANS EXAMINER 1&2 FAMILY - SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | NOTICE: VALUE WAS ADJUSTED FROM $40,00 TO $52,582 BASED |
| | ON THE ICC BUILDING VALUATION TABLES AS FOLLOWS: UNDER |
| | AIR - 400 SQ FT X $123.68 = $49,472 PLUS STORAGE - 50 |
| | SQ FT X $62.20 = $3,110. |
| | |
| | PROVISO: A SEPERATE ROOFING PERMIT IS REQUIRED. |
| | |
| | 1. PROVIDE A SOILS REPORT. |
| | |
| | FBC 1803.1 GENERAL. GEOTECHNICAL INVESTIGATIONS SHALL |
| | BE CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND |
| | REPORTED IN ACCORDANCE WITH SECTION 1803.6. WHERE |
| | REQUIRED BY THE BUILDING OFFICIAL OR WHERE GEOTECHNICAL |
| | INVESTIGATIONS INVOLVE IN-SITU TESTING, LABORATORY |
| | TESTING OR ENGINEERING CALCULATIONS, SUCH |
| | INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED |
| | DESIGN PROFESSIONAL. |
| | |
| | 2. PROVIDE THE FINISHED FLOOR ELEVATION. |
| | |
| | R403.1.7.3 FOUNDATION ELEVATION. |
| | ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION |
| | SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER |
| | AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED |
| | DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2 |
| | PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO |
| | THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN |
| | BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF |
| | DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT |
| | ALL LOCATIONS ON THE SITE. |
| | |
| | 3. PROVIDE LANDINGS AT EXTERIOR DOORS. |
| | |
| | R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. |
| | |
| | THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH |
| | EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE |
| | LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A |
| | MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE |
| | DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE |
| | PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT |
| | VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). |
| | |
| | |
| | 4. PROVIDE SITE SPECIFIC WIND DESIGN LOADS BASED ON |
| | ASCE 7-10 OR FBC R301. REQUIRED PARAMETERS - WIND |
| | VELOCITY OF VULT 170MPH AND VASD 132MPH, EXPOSURE |
| | CATEGORY, RISK CLASSIFCATION AND MRH. |
| | |
| | FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | 5. PROVIDE DESIGN PRESSURES FOR COMPONENTS AND CLADDING |
| | BASED ON ASCE 7-10 OR FBC TABLE R301.2(1). |
| | |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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