| Date |
Text |
| 2020-09-15 11:38:43 | 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 |
| | NEC 2014 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | NOTE #1 - VALUE HAS BEEN ADJUSTED FROM $110,000 TO |
| | $188,532 BASED ON THE ICC BUILDING VALUATION TABLES. |
| | |
| | NOTE #2 - THERE IS A SECOND FLOOR PLAN NAMED NEW LAYOUT |
| | 1 CAR GARAGE IN THE SUBMITTAL PACKAGE. THIS REVIEW IS |
| | BASED ON THE FLOOR PLAN ON PAGE 1-4 WITH IT'S |
| | SUPPORTING DOCUMENTS. |
| | IF THE OPTIONAL FLOOR PLAN IS TO BE USED, PROVIDE |
| | SUPPORTING DOCUMENTS FOR THAT OPTION. IF NOT, PLEASE |
| | REMOVE FROM SUBMITTAL PACKAGE. |
| | |
| | 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 OF THE PROPOSED |
| | STRUCTURE. |
| | 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. |
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