2019-04-02 17:30:23 | ***CORRECTIONS*** |
| PETER E VALENTI |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6673 |
| |
| FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC EC = FBC ENERGY CONSERVATION |
| FBC R = FBC RESIDENTIAL |
| FBC ER = FBC ENERGY RESIDENTIAL |
| FBC BRS = FBC BUILDING REFERENCED STANDARDS (AWS = |
| AMERICAN WELDING SOCIETY) |
| |
| BUILDING REVIEW DENIED: |
| |
| 1. FBC B 107.2.1 THE FOUNDATION/FOOTING DETAILS ARE NOT |
| COMPLETE: |
| A. FOOTING DIMENSIONS ARE NOT COMPLETE |
| B. FOOTING REINFORCEMENT IS NOT COMPLETE |
| C. EMBEDDED STEEL PLATES WITH 12" LONG DOWEL DETAILS |
| ARE NOT COMPLETE (MISSING TYPE OF STEEL, DIAMETER, & |
| WELDING SPECS) |
| PROVISO: IN ADDITION TO THE REQUIREMENTS ABOVE,BEARING |
| CAPACITY/SOIL COMPACTION TEST RESULTS/TERMITE |
| TREATMENT/FORM BOARD SURVEY CAN BE ON-SITE AT TIME OF |
| INSPECTION. |
| |
| 2. FBC B 107.2.1 THE HANDRAIL TO MAIN STRUCTURE |
| CONNECTIONS ARE NOT CLEAR. |
| |
| 3. FBC R 310.2.1 THE 1ST FLOOR BEDROOM WINDOW SIZE |
| (CLEAR OPENING IS TOO SMALL). |
| |
| 4. FBC B 107.2.1 & FBC R 903.2 THE LOW ROOF AT SIDE |
| ENTRY IS MISSING DETAILS FOR THE STRUCTURAL CONNECTIONS |
| TO THE BUILDING AND ROOF FLASHING. |
| |
| 5. FBC B 310 ACCORDING TO THE PLAN DETAILS THE |
| OCCUPANCY CLASSIFICATION SHOULD BE "R-3". |
| |
| 6. FBC ER 401.2 ENERGY CALCULATIONS FOR THE STRUCTURE |
| ARE REQUIRED. |
| PROVISO: IN ADDITION TO REQUIREMENTS ABOVE, BUILDING |
| THERMAL ENVELOPE TESTING WILL BE REQUIRED PRIOR TO |
| FINAL INSPECTION. |
| |
| 7. FBC B 107.2.1 & FBC R 316.3 THE PRODUCT APPROVALS |
| FOR ICENYNE INSULATION (INCLUDING FLAME SPREAD TEST |
| RESULTS) ARE REQUIRED. |
| |
| 8. FBC R 903.2, FBC R 903.4, & FBC R 904.2 THE PLANS |
| NEED TO SHOW WOOD DECKING AS A ROOF SUBSTRATE TO MATCH |
| THE SUBMITTED N.O.A. 17-0824.09 FOR POLY-GLASS MODIFIED |
| BITUMEN ROOF SYSTEM OVER WOOD DECKS AND INDICATE WHICH |
| SYSTEM FROM WITHIN THE N.O.A. WILL BE USED. |
| |
| 9. FBC B 107.2.1 & FBC BRS = AWS D1.1 THE PLANS |
| INDICATE SEVERAL AREAS WHERE WELDING IS REQUIRED, BUT |
| HAVE MINIMAL DETAILS AT: FOOTING BASE PLATES, COLUMN |
| CONNECTIONS, WINDOW FRAMING, & JOINING OF CONTAINERS. |
| PROVIDE MORE DETAILED INFORMATION ON PLANS. |
| PROVISO: IN ADDITION TO THE REQUIREMENTS ABOVE, AWS |
| D1.1 CLAUSE 3.1 (WELD PROCEDURE SPECIFICATION/SHOWS |
| ESSENTIAL VARIABLES) & CLAUSE 4.2.2 (WELD PERFORMANCE |
| QUALIFICATION RECORD/SHOWS WELDERS CERTS) ARE REQUIRED |
| AT TIME OF INSPECTION. |
| |
| 10. FBC B 107.2 PROVIDE ENGINEER OF RECORD SIGNED AND |
| SEALED LETTER APPROVING THE EXISTING CONDITION FOR THE |
| 1ST, 2ND, AND ROOF LEVEL STRUCTURAL DECKS. |
| |
| 11. FBC B 107.2.1.3 PROVIDE ENGINEER OF RECORD ANALYSIS |
| & CALCULATIONS APPROVING ALL LOADS, AND CONFIGURATIONS |
| OF CONTAINERS. |
| |
| 12. PLEASE PROVIDE A BREAK DOWN OF VALUATION. |
| |
| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL COMMENTS MAY |
| RESULT IN NEW PLAN REVIEW COMMENTS. |
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