| Date |
Text |
| 2019-09-12 15:40:54 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST 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: |
| | |
| | THIS PROJECT IS A CHANGE OF USE WITH NO CHANGE OF |
| | OCCUPANCY CLASSIFICATION FBC EXISTING BUILDING SECTION |
| | 1001.2.1 |
| | |
| | 1) SUBMIT TWO SETS OF ENERGY CODE COMPLIANCE FORMS AS |
| | REQUIRED BY FBC ENERGY CONSERVATION SECTION R101.5.1. |
| | |
| | 2) SPECIFY THE BUILDINGS THERMAL ENVELOPE ON THE PLANS. |
| | INDICATE THE INSULATION MATERIAL AND R-VALUE OF THE |
| | CEILING INSULATION. FBC ENERGY CONSERVATION R103.2 |
| | |
| | 3) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT |
| | WINDOW TYPES AND EXTERIOR DOOR TYPES. |
| | |
| | 4) SHOW THAT SECTION 6 ON SHEET S-2G IS IN COMPLIANCE |
| | WITH FBC-R318.7 INSPECTION FOR TERMITES. IN ORDER TO |
| | PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, |
| | CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL |
| | EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE |
| | LESS THAN 6 INCHES (152 MM). |
| | EXCEPTIONS: |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND |
| | GARAGE SLABS AND ENTRY AREAS. |
| | |
| | 5) VERIFY THE ROOF TO WALL CONNECTIONS AND MITIGATE IF |
| | REQUIRED. FBC-R301.1 APPLICATION. BUILDINGS AND |
| | STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO |
| | SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE |
| | LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS |
| | AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE |
| | CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE |
| | WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A |
| | SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS |
| | THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR |
| | POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO |
| | THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS |
| | PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE |
| | REQUIREMENTS OF THIS SECTION. |
| | |
| | 6) 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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