| Date |
Text |
| 2017-07-18 10:38:53 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | FBC R = FBC 2014 RESIDENTIAL |
| | |
| | DFE PROPOSED NOT CLEAR. PLAN PROPOSES 8', SITE PLAN |
| | (SURVEY) PROPOSES 9.17. |
| | |
| | 1. PLEASE SEE FBC R 322.1.4, ESTABLISHING THE DESIGN |
| | FLOOD ELEVATION. RECAP OF THIS SECTION (SEE ACTUAL CODE |
| | FOR FULL TEXT): |
| | |
| | THE DESIGN FLOOD ELEVATION SHALL BE USED TO DEFINE |
| | FLOOD HAZARD AREAS. AT A MINIMUM, THE DESIGN FLOOD |
| | ELEVATION IS THE HIGHER OF: |
| | |
| | THE BASE FLOOD ELEVATIN AT THE DEPTH OF PEAK ELEVATION |
| | OF FLOODING (INCLUDING WAVE HEIGHT) WHICH HAS A 1% OR |
| | GREATER CHANCE OF BEING EQUALED OR EXCEEDED IN ANY |
| | GIVEN YEAR, OR |
| | |
| | THE ELEVATION OF THE DESIGN FLOOD ASSOCIATED WITH THE |
| | AREA DESIGNATED ON A FLOOD HAZARD MAP ADOPTED BY THE |
| | COMMUNITY, OR OTHERWISE LEGALLY DESIGNATED. |
| | |
| | 2. PLEASE ALSO SEE FBC R 322.2.1 WHICH ADDRESSES |
| | ELEVATION REQUIREMENTS FOR THE LOWEST FLOOR (AKA FFE), |
| | R322.1.6 FOR MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS. |
| | |
| | 3. PLEASE SEE THE PRELIMINARY MAP (AVAILABLE AT FEMA |
| | MAP SERVICE CENTER) AND THE NEW FLOOD INSURANCE STUDY. |
| | A "LETTER OF FINAL DETERMINATION" WAS GIVEN FROM FEMA |
| | TO THE CITY IN APRIL, 2017. ALTHOUGH THE INSURANCE MAP |
| | (FIRM) HAS AN EFFECTIVE DATE OF OCTOBER 5, 2017, THE |
| | DATA IN THE FLOOD INSURANCE STUDY (FIS), IN CONJUCTION |
| | WITH THE FLOOD INSURANCE RATE MAP (FIRM) IS CONSIDERED |
| | DATA WHICH SHOULD BE USED TO DETERMINE DESIGN FLOOD |
| | ELEVATION FOR CONSTRUCTION PURPOSES. |
| | |
| | PLEASE SEE PRELIMINARY FLOOD INSURANCE RATE MAP PANEL |
| | 12099C0591F. THIS PARCEL IS LOCATED IN SFHA AE. ON THE |
| | FIRM, THE EASTERN PORTION OF THE PARCEL HAS A BFE OF |
| | 7.0 NAVD88. THE WESTERN PORTION OF THE PARCEL HAS A BFE |
| | OF 6.0. THE STRUCTURE PROPOSED APPEARS TO BE IN BOTH. |
| | |
| | SEE FIRM "NOTES TO USERS" - THE FLOOD INSURANCE STUDY |
| | IS TO BE USED (IN CONJUNCTION WITH THE FIRM) TO |
| | DETERMINE THE BFE. |
| | |
| | POTTER ROAD IS LOCATED BETWEEN TRANSECTS 12 AND 13. |
| | THEREFORE, PLEASE CONSIDER THE FOLLOWING DATA TO |
| | DETERMINE THE BFE: |
| | |
| | TRANSECT 12, STILLWATER 1%: 5.7' NAVD88 WAVE CREST 1%: |
| | 7.8' NAVD88 |
| | TRANSECT 13, STILLWATER 1%: 5.8' NAVD88 WAVE CREST 1%: |
| | 7.3' NAVD88 |
| | |
| | THE PROPOSED FINISHED FLOOR OF 8' NGVD29 IS LOWER THAN |
| | THE 1% CHANGE OF FLOOD. ALTHOUGH A FREEBOARD IS NOT |
| | REQUIRED AT THIS TIME, A 1-2' FREEBOARD IS ENCOURAGED |
| | AS GOOD DESIGN PRACTICE. NOTE THAT ASCE24 (WHICH IS NOT |
| | REQUIRED FOR THIS PROJECT) REQUIRES A MINIMUM 1' |
| | FREEBOARD. |
| | |
| | PLEASE CONSIDER CONTACTING YOUR INSURANCE AGENT BEFORE |
| | MAKING A DECISION REGARDING FREEBOARD. PLEASE ALSO |
| | CONSIDER CONTACTING A SURVEYOR (OR OTHER PROFESSIONAL) |
| | REGARDING THE PROCESS TO OBTAIN A LOMR AFTER |
| | CONSTRUCTION. THIS INFORMATION MAY PROVIDE APPLICANT |
| | WITH INFORMATION USEFUL TO DETERMINE A DESIGN FLOOD |
| | ELEVATION. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME TO DISCUSS. |
| | |
| | 4. FBC 107, A DRAINAGE PLAN, OR GRADING PLAN, WAS NOT |
| | PROVIDED. IT IS NOT CLEAR WHAT IMPACT THIS IMPROVEMENT |
| | WILL HAVE ON THE PROPERTIES TO THE WEST AND SOUTH. IT |
| | IS POSSIBLE THAT CAN BE A PROVISO ITEM. |
| | |
| | PLEASE PROVIDE SPOT ELEVATIONS IF AVAILABLE. PLEASE |
| | FEEL FREE TO CONTACT ME TO DISCUSS. |
| | |
| | 5. IN ORDER TO EXPEDITE PLAN REVIEWS FOR THIS PROJECT, |
| | IT IS SUGGESTED THAT THE DRIVEWAY PERMIT BE REMOVED |
| | FROM THIS APPLICATION PACKAGE AND BE SUBMITTED |
| | SEPARATELY. OTHERWISE, THE HOUSE PERMIT APPLICATION |
| | (17060411) CANNOT BE RESUBMITTED UNTIL THE DRIVEWAY |
| | PERMIT APPLICATION (17060414) IS REVIEWED BY |
| | ENGINEERING. |
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