| Date |
Text |
| 2021-04-27 10:54:21 | PLAN REVIEW BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER PX3169 1&2 FAMILY - SFP306 |
| | INSPECTOR BN4338 |
| | BUILDING OFFICIAL BU1635 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | 2017 NEC |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | NOTICE: A SEPERATE PERMIT IS REQUIRED FOR THE FREE |
| | STANDING GARAGE. SUBMIT PERMIT APPLICATION TO |
| | [email protected]. ALL PLANS WILL REMAIN UNDER |
| | PERMIT 21030623. |
| | PERMITS - 105.1 REQUIRED. |
| | |
| | NOTICE: STRUCTURES ARE LOCATED IN A SPECIAL FLOOD |
| | HAZARD AREA (SFHA). DESIGN SHALL BE BY FBC CHPT 16 |
| | AND/OR FBR R322. |
| | |
| | PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE PLANS: |
| | |
| | 1. CORRECT GOVERNING CODE ON MECH., ELECTRICAL AND |
| | PLUMBING PLANS. |
| | 2. PAGE GN STATES ADDITION SHALL BE 980 SF. PAGE A0.0 |
| | SITE PLAN STATES ADDITION SHALL BE 1568 SF. PLEASE |
| | CLARIFY. |
| | 3. SEE PAGE A0.0 SITE PLAN FOR THE FOLLOWING: |
| | 3A. NOTES STATE LOWEST SLAB SHALL BE 18" ABOVE CROWN OF |
| | ROAD. |
| | 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. |
| | 3B. SITE AREA CALCULATIONS STATE FLOOD ZONE IS A5 AND |
| | MIN. FLOOD ELEVATION IS 7.0 FT |
| | THIS PROPERTY IS IN FLOOD ZONE AE WITH A BASE FLOOD |
| | ELEVATION OF 6.0 FEET. CITY ORDINACE REQUIRES 2 FEET OF |
| | FREE BOARD FOR A DESIGN FLOOD ELEVATION OF 8.0 FEET |
| | NAVD88. |
| | |
| | REVIEW COMMENTS AS FOLLOWS: |
| | |
| | 4. PROVIDE A SOILS REPORT FOR THE GARAGE AREA. |
| | 1803.2 INVESTIGATIONS REQUIRED. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN |
| | ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5. |
| | |
| | 5. PROVIDE CURRENT BOUNDRY LINE SURVEY. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 6. PROVIDE A SITE DRAINAGE PLAN. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. |
| | |
| | 7. PROVIDE PRODUCT APPROVALS FOR WINDOWS AND DOORS. |
| | FBC 107.3.4 PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | |
| | 8. PROVIDE ICC-ES REPORT FOR PROPOSED R-20 SPRAY FOAM |
| | INSULATION. |
| | FBC 107.3.4 PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | |
