| Date |
Text |
| 2021-08-30 16:46:29 | 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 |
| | |
| | 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 COPY OF THE MOST CURRENT BOUNDRY LINE |
| | SURVEY. (NOT CORRECTED) |
| | |
| | 2. PROVIDE A SITE PLAN. ? DRAINAGE/SURVEY (NOT |
| | CORRECTED) |
| | 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. |
| | |
| | 3. PROVIDE A PROJECT DATA TABLE. SHOW EXISTING SQUARE |
| | FEET AND NEW SQUARE FEET. (NOT CORRECTED) |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 4. REF. PLAN PAGE S-1. DESIGN CONSIDERATION TABLE |
| | REFERENCES ASCE 7-10. ASCE 7-10 HAS EXPIRED. CORRECTED |
| | 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) OR ASCE 7-16. |
| | |
| | 5. PROVIDE A ROOF FRAMING PLAN. (NOT CORRECTED) |
| | PROVIDE DESIGN PRESSURES PER FIGURE R301.2(7) COMPONENT |
| | AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | PROVIDE ROOF SHEATHING FASTENER SCHEDULE |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | R803.2.3.1SHEATHING FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING IN ACCORDANCE WITH TABLE R803.2.3.1 |
| | |
| | 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. |
| | |
| | |
| | |
