| Date |
Text |
| 2021-06-25 15:52:42 | 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 |
| | |
| | 1. PROVIDE AN ACCURATE BOUNDRY LINE SURVEY. A SPECIAL |
| | FLOOD HAZARD AREA (SFHA) ENCROACHES ONTO PROPERTY. |
| | POTENTIAL NFIP REVIEW REQUIRED. SURVEYOR SHALL IDENTIFY |
| | LOCATION OF PROPOSED STRUCTURE AND LIMITS OF THE SFHA. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | 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,... AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN |
| | ACCURATE AND INCLUDED BOUNDARY LINE SURVEY. |
| | |
| | 2. REF. THE SITE PLAN FOR THE FOLLOWING COMMENT. |
| | GOVERNING CODES ARE STATED AS FBC 2017 5TH ED AND 2014 |
| | NEC. THIS PROJECT WILL BE PERMITTED UNDER THE FBC 2020 |
| | 7TH ED AND 2017 NEC. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 3. PROVIDE A SITE DRAINAGE PLAN. RAINWATER NOTE STATES: |
| | ALL RAINWATER MUST BE CONTAINED AND MAINTAINED ON |
| | PROPERTY. IDENTIFY CATCHMENT AREAS OR OTHER DEVICES |
| | USED TO MAINTAIN RAINWATER. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | |
| | 4. PROVIDE A FINISHED FLOOR ELEVATION. 18 INCHES ABOVE |
| | CROWN OF ROAD MAY NOT BE CODE COMPLIANT. |
| | 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. |
| | |
| | 5. PROVIDE A WINDOW SCHEDULE. INCLUDE ROUGH OPENING AND |
| | DESIGN PRESSURES OF EACH OPENING. |
| | |
| | 1. LOCATION REFERENCE TO OPENING NUMBER ON PLAN. |
| | 2. DEVICE TYPE WINDOW/DOOR/SHUTTER |
| | 3. ROUGH OPENING WXH (AREA SF) |
| | 4. DESIGN PRESSURES TABLE R301.1.(2) OR ASCE 7-16 |
| | 5. NOA OR FL NUMBER |
| | 6. MAX DESIGN PRESSURE FROM NOA OR FL |
| | 7. IDENTIFY EGRESS OPENINGS |
| | |
| | 6. PROVIDE A FASTENER SCHEDULE FOR ROOF SHEATHING BASED |
| | ON DESIGN PRESSURES LISTED ON ROOF FRAMING PLAN PAGE |
| | S.3. |
| | |
| | FBC R301; PROVIDE ROOF SHEATHING FASTENER SCHEDULE |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | 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. |
| | |
| | |
| | |
| | |
| | |
