| Date |
Text |
| 2022-09-02 10:43:25 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SEVENTH EDITION (2020) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. |
| | |
| | 2) ON PAGE 5 OF THE PLANS, A 1' LAP OF THE #4 REBAR IS |
| | SPECIFIED. FBC 2107.2.1 REQUIRES THE LAP TO BE 40 BAR |
| | DIAMETERS. |
| | |
| | 3) SPECIFY THE TYPE OF CONCRETE BLOCK THAT WILL BE |
| | USED. THE PLANS SHOW THAT THE CONCRETE BLOCKS ONLY HAVE |
| | VERTICAL STEEL REINFORCING. NO HORIZONTAL REINFORCING |
| | IS SPECIFIED. PROVIDE CALCULATIONS TO SHOW THAT THE |
| | BLOCK CAN WITHSTAND THE LATERAL FORCES OF THE WATER AND |
| | SOIL. FBC 107.2.1 |
| | |
| | 4) THERE IS NO EMPIRICAL DESIGN FOR MASONRY SWIMMING |
| | POOLS. SUBMIT SIGNED AND SEALED ENGINEERING FOR THE |
| | MASONRY PORTIONS OF THE POOL. FBC-R606.1 GENERAL |
| | MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED |
| | IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION AND |
| | SECTION R301.2.1.1, TMS 402, TMS 403 OR TMS 404. |
| | FBC-R606.1.1 PROFESSIONAL REGISTRATION NOT REQUIRED |
| | WHEN THE EMPIRICAL DESIGN PROVISIONS OF APPENDIX A OF |
| | TMS 402, THE PROVISIONS OF TMS 403, OR THE PROVISIONS |
| | OF THIS SECTION ARE USED TO DESIGN MASONRY, PROJECT |
| | DRAWINGS, TYPICAL DETAILS AND SPECIFICATIONS ARE NOT |
| | REQUIRED TO BEAR THE SEAL OF THE ARCHITECT OR ENGINEER |
| | RESPONSIBLE FOR DESIGN, UNLESS OTHERWISE REQUIRED BY |
| | THE STATE LAW OF THE JURISDICTION HAVING AUTHORITY. |
| | |
| | 5) SPECIFY THE REQUIRED SPACING OF THE VERTICAL AND |
| | HORIZONTAL STEEL REINFORCING IN THE POURED CONCRETE |
| | WALLS AND THE SPACING IN EACH DIRECTION IN THE POOL |
| | FLOOR. FBC 107.2.1 |
| | |
| | 6) INGROUND SWIMMING POOLS ARE REQUIRED TO COMPLY WITH |
| | ANSI/APSP/ICC5. |
| | A) SECTION 4.1 REQUIRES STRUCTURAL DESIGN AND MATERIALS |
| | USED SHALL BE IN ACCORDANCE WITH ACCEPTED STRUCTURAL |
| | ENGINEERING PRACTICES AND METHODS. |
| | B) SHOW COMPLIANCE WITH SECTION 5.5 FOR THE SLOPE OF |
| | THE POOL FLOOR. |
| | |
| | 7) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE |
| | COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION ON |
| | THE SUBMITTED PLANS. ADDITIONAL PLAN REVIEW COMMENTS |
| | MAY BE GENERATED WHEN MORE INFORMATION IS PROVIDED. |
| | PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH OF |
| | THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
| | |
| | |
| | |
| | |
