| Date |
Text |
| 2019-05-22 10:27:25 | PLAN |
| | REVIEW COMMENTS |
| | 2ND REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE SITE PLANS THAT WERE SUBMITTED DO NOT SHOW THE |
| | PROPOSED STRUCTURE. PROVIDE TWO SETS OF A SITE PLAN OR |
| | SURVEY THAT SHOWS THE PROPOSED STRUCTURE AND DISTANCES |
| | TO LOT LINES. FBC 107.2.1 |
| | |
| | 2) THE PROPOSED SIX FOOT HIGH CONSTRUCTION FENCE MAY |
| | NOT BE ADEQUATE PROTECTION IN AREAS WHERE CONSTRUCTION |
| | BARRIERS ARE REQUIRED. THE REQUIREMENTS ARE BASED ON |
| | THE HEIGHT OF THE BUILDING AND THE DISTANCE FROM |
| | CONSTRUCTION TO THE LOT LINE. SEE FBC 3306.1 PROTECTION |
| | REQUIRED. PEDESTRIANS SHALL BE PROTECTED DURING |
| | CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS |
| | REQUIRED BY THIS CHAPTER AND TABLE 3306.1. SIGNS SHALL |
| | BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. |
| | |
| | 2A) FBC 3306.5 BARRIERS. |
| | BARRIERS SHALL BE NOT LESS THAN 8 FEET (2438 MM) IN |
| | HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY |
| | NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE |
| | ENTIRE LENGTH OF THE CONSTRUCTION SITE. OPENINGS IN |
| | SUCH BARRIERS SHALL BE PROTECTED BY DOORS THAT ARE |
| | NORMALLY KEPT CLOSED. |
| | |
| | 2B) FBC 3306.6 BARRIER DESIGN. |
| | BARRIERS SHALL BE DESIGNED TO RESIST LOADS REQUIRED IN |
| | CHAPTER 16 UNLESS CONSTRUCTED AS FOLLOWS: |
| | 1.BARRIERS SHALL BE PROVIDED WITH 2-INCH BY 4-INCH (51 |
| | MM BY 102 MM) TOP AND BOTTOM PLATES. |
| | 2.THE BARRIER MATERIAL SHALL BE BOARDS NOT LESS THAN |
| | 3/4-INCH (19.1 MM) THICK OR WOOD STRUCTURAL PANELS NOT |
| | LESS THAN 1/4-INCH (6.4 MM) THICK. |
| | 3.WOOD STRUCTURAL USE PANELS SHALL BE BONDED WITH AN |
| | ADHESIVE IDENTICAL TO THAT FOR EXTERIOR WOOD STRUCTURAL |
| | USE PANELS. |
| | 4.WOOD STRUCTURAL USE PANELS 1/4 INCH (6.4 MM) OR 5/16 |
| | INCH (23.8 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT |
| | MORE THAN 2 FEET (610 MM) ON CENTER. |
| | 5.WOOD STRUCTURAL USE PANELS 3/8 INCH (9.5 MM) OR 1/2 |
| | INCH (12.7 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT |
| | MORE THAN 4 FEET (1219 MM) ON CENTER PROVIDED A 2-INCH |
| | BY 4-INCH (51 MM BY 102 MM) STIFFENER IS PLACED |
| | HORIZONTALLY AT MID-HEIGHT WHERE THE STUD SPACING IS |
| | GREATER THAN 2 FEET (610 MM) ON CENTER. |
| | 6.WOOD STRUCTURAL USE PANELS 5/8 INCH (15.9 MM) OR |
| | THICKER SHALL NOT SPAN OVER 8 FEET (2438 MM). |
| | |
| | 2C) FBC 3306.7 COVERED WALKWAYS. |
| | COVERED WALKWAYS SHALL HAVE A CLEAR HEIGHT OF NOT LESS |
| | THAN 8 FEET (2438 MM) AS MEASURED FROM THE FLOOR |
| | SURFACE TO THE CANOPY OVERHEAD. ADEQUATE LIGHTING SHALL |
| | BE PROVIDED AT ALL TIMES. COVERED WALKWAYS SHALL BE |
| | DESIGNED TO SUPPORT ALL IMPOSED LOADS. IN NO CASE SHALL |
| | THE DESIGN LIVE LOAD BE LESS THAN 150 PSF (7.2 KN/M2) |
| | FOR THE ENTIRE STRUCTURE. |
| | |
| | 3) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT |
| | CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE |
| | PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND |
| | KEEP THEM WITH THE SUBMITTALS. |
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