| Date |
Text |
| 2020-09-09 11:18:11 | 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 |
| | |
| | 1. PROVIDE SITE PLAN, SURVEY AND SITE DRAINAGE PLAN. |
| | PROVIDE 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 ON A BOUNDARY LINE SURVEY. |
| | 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. |
| | |
| | 2. 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. |
| | |
| | 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. |
| | |
| | 4. PROVIDE AN ENERGY SUBMITTAL. |
| | FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405 |
| | (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE |
| | COMPLIANCE BY SECTION 405. |
| | |
| | 5. PROVIDE A WINDOW AND DOOR SCHEDULE. INCLUDE DESIGN |
| | PRESSURES FOR EACH OPENING. |
| | 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). |
| | |
| | 6. PROVIDE PRODUCT APPROVALS FOR WINDOWS AND EXTERIOR |
| | 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. |
| | SPECIFICALLY, PROVIDE WINDOW AND DOOR SUBMITTALS. |
| | |
| | OPTION: |
| | |
| | 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON |
| | THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING |
| | OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7. PROVIDE A LANDING AT EXTERIOR DOOR. |
| | 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). |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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