| Date |
Text |
| 2021-04-28 09:25:49 | 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 |
| | |
| | 2ND REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED |
| | SATISFACTORILY ARE MARKED AS CORRECTED. |
| | PREVIOUS COMMENTS THAT HAVE NOT BEEN ADDRESSED |
| | SATISFACTORILY MAY HAVE ADDITIONAL COMMENTS IN |
| | PARENTHESES. ANY NEW COMMENT WILL BE LISTED AFTER |
| | PREVIOUS COMMENTS. |
| | |
| | |
| | 1. PROVIDE A SURVEY, A SITE PLAN AND SITE DRAINAGE |
| | PLAN. |
| | |
| | FBC R 401.3 (DRAINAGE) |
| | FBC 107.2.5 (SITE PLAN) CITY AMENDMENTS |
| | |
| | PROVIDE A SITE PLAN. DRAINAGE/SURVEY |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| | PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| | AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| | SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | |
| | 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. |
| | LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES WITHIN THE FIRST 10 FEET. |
| | |
| | ADDITIONAL COMMENTS FOR # 1 ABOVE: |
| | 1(A) A SITE DRAINAGE PLAN IS REQUIRED FOR EACH LOT PER |
| | 107.2.5 AND R401.3. |
| | |
| | |
| | 2. PROVIDE A SOILS REPORT. |
| | |
| | ADDITIONAL COMMENTS FOR # 2 ABOVE: |
| | 2(A) THE GEOTECHNICAL ENGINEERING REPORT FOR THE ENTIRE |
| | SITE WAS PROVIDED FOR REVIEW. |
| | 2(B) PROVIDE A COPY OF THE BUILDING PAD CERTIFICATION |
| | FOR EACH LOT PER FBC 1803.5.8. |
| | 1803.5.8 COMPACTED FILL MATERIAL. |
| | WHERE SHALLOW FOUNDATIONS WILL BEAR ON COMPACTED FILL |
| | MATERIAL MORE THAN 12 INCHES (305 MM) IN DEPTH, A |
| | GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED AND SHALL |
| | INCLUDE ALL OF THE FOLLOWING: |
| | 1. 1.SPECIFICATIONS FOR THE PREPARATION OF THE SITE |
| | PRIOR TO PLACEMENT OF COMPACTED FILL MATERIAL. |
| | 2. 2.SPECIFICATIONS FOR MATERIAL TO BE USED AS |
| | COMPACTED FILL. |
| | 3. 3.TEST METHODS TO BE USED TO DETERMINE THE MAXIMUM |
| | DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF THE |
| | MATERIAL TO BE USED AS COMPACTED FILL. |
| | 4. 4.MAXIMUM ALLOWABLE THICKNESS OF EACH LIFT OF |
| | COMPACTED FILL MATERIAL. |
| | 5. 5.FIELD TEST METHOD FOR DETERMINING THE IN-PLACE DRY |
| | DENSITY OF THE COMPACTED FILL. |
| | 6. 6.MINIMUM ACCEPTABLE IN-PLACE DRY DENSITY EXPRESSED |
| | AS A PERCENTAGE OF THE MAXIMUM DRY DENSITY DETERMINED |
| | IN ACCORDANCE WITH ITEM 3. |
| | 7. 7.NUMBER AND FREQUENCY OF FIELD TESTS REQUIRED TO |
| | DETERMINE COMPLIANCE WITH ITEM 6. |
| | |
| | |
| | 3. PROVIDE 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. |
| | |
| | ADDITIONAL COMMENTS FOR # 3 ABOVE: |
| | 3(A) THE OVERALL DRAINAGE PLAN, SHEET 2A, STATES A |
| | MINIMUM FINISHED FLOOR ELEVATION OF 21.60 FOR THE SITE. |
| | PROVIDE A SITE PLAN AND AN ACCURATE AND INCLUDED |
| | BOUNDARY LINE SURVEY STATING THE PROPOSED FINISHED |
| | FLOOR ELEVATION FOR EACH LOT PER 107.2.5. AND |
| | R403.1.7.3. |
| | |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | |
