| Date |
Text |
| 2020-11-06 13:16:49 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | GARAGE ( TYPE 1 ) / DETACHED PRIVATE GARAGE BUILDING (8 |
| | UNITS) |
| | TYPE V-B CONSTRUCTION, UNSPRINKLERED |
| | GROUP U OCCUPANCY |
| | |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THIS PROJECT IS IN A SPECIAL FLOOD HAZARD AREA, AE. |
| | THE BFE IS 14' NAVD88 AND THE DFE IS 16' NAVD88. THE |
| | FINISH FLOOR ELEVATION OF THE GARAGE IS SPECIFIED AS |
| | 15' NAVD88. THIS IS ONE FOOT BELOW THE REQUIRED DFE AND |
| | WILL BE REQUIRED TO BE DESIGNED WITH FLOOD VENTS OR BE |
| | FLOOD PROOFED. PROVIDE A DESIGN THAT COMPLIES WITH THE |
| | CITY'S FLOOD ORDINANCE. SPECIFY THE PROPOSED ELEVATION |
| | OF THE GARAGE SLAB, IN NAVD 88 VERTICAL DATUM, ON THE |
| | ARCHITECTURAL PLANS. FBC 1612 |
| | |
| | 2) PROVIDE A DETAIL FOR THE REQUIRED ONE HOUR FIRE |
| | RESISTIVE RATED CEILING ASSEMBLY AND THE LISTING |
| | INFORMATION. FBC 711 |
| | |
| | 3) PROVIDE A DETAIL FOR THE LISTED JOINT TREATMENT THAT |
| | WILL BE USED AT THE INTERSECTION OF THE ONE HOUR FIRE |
| | RESISTIVE RATED THE INTERIOR WALLS AND CEILINGS. FBC |
| | 715 |
| | |
| | 4) SECTION 4.2 ON THE GEOTECHNICAL REPORT STATES THAT |
| | THE FOOTINGS SHOULD BOTTOM AT LEAST 18" BELOW FINAL |
| | GRADE. SHOW HOW THIS BUILDING WILL MEET THIS |
| | REQUIREMENT. FBC 107.2 |
| | |
| | 5) WALL SECTION 2 ON SHEET GA-1, SHOWS THE BOTTOM OF |
| | THE FOOTER 8" BELOW GRADE. FBC REQUIRES THE BOTTOM OF |
| | FOOTINGS TO BE A MINIMUM OF 12" BELOW GRADE. FBC 1809.5 |
| | |
| | 6) ON SHEET GA-1 THE FIRE RATED WALLS, TYPE L, BETWEEN |
| | THE GARAGE UNITS ARE SPECIFIED AS 8" MASONRY. DETAIL |
| | S-GA.1.2 IS FOR A 4" X 4" CONCRETE CAP AT THESE |
| | LOCATIONS WITH ONLY THE CONCRETE SLAB AND NO FOOTING. |
| | PLEASE COORDINATE. FBC 107.2 |
| | |
| | 7) PROVIDE STRUCTURAL DETAILS FOR THE TYPE L FIRE RATED |
| | MASONRY WALLS BETWEEN THE GARAGES. SPECIFY THE FOOTING, |
| | WALL AND TIE BEAM REINFORCING. FBC 2101 |
| | |
| | 8) 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 |
| | ROOFING MATERIALS, ROOF VENTS AND OVERHEAD GARAGE |
| | DOORS. THESE ITEMS CAN NOT BE DEFERRED FOR A MASTERED |
| | BUILDING. THE DOCUMENTS MUST BE SUBMITTED AND APPROVED |
| | BY THE BUILDING DEPARTMENT BEFORE THE MASTER WILL BE |
| | APPROVED. ONLY ONE SET IS REQUIRED TO BE UPLOADED FOR |
| | ELECTRONICALLY SUBMITTED DOCUMENTS. |
| | |
| | 9) SUBMIT TRUSS DRAWINGS AND A TRUSS LAYOUT PLAN. FBC |
| | 2303.4 |
| | |
| | 10) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. |
| | |
