| Date |
Text |
| 2020-10-14 10:27:54 | 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: |
| | |
| | 1) THE PRODUCT APPROVAL FOR THE CONCRETE ROOF TILE IS |
| | EXPIRED. NOA NO. 14-0408.06 EXPIRED ON 5/20/2019. |
| | SUBMIT CURRENT PRODUCT APPROVAL.CITY AMENDMENTS FBC |
| | 107.3.4 |
| | |
| | 2) SPECIFY THE SLOPE OF THE AWNING ROOF. THE MINIMUM |
| | SLOPE FOR TILE ROOFS IS 2:12. FBCR905.3.7 |
| | |
| | 3)THE PLANS SPECIFY THAT THE LEDGER AND WALL BRACKET |
| | ARE BOLTED TO THE EXISTING WOOD WALL FRAMING. SPECIFY |
| | THE BOLT TYPE ( LAG BOLT) AND THE REQUIRED EMBED DEPTH |
| | INTO THE EXISTING WOOD FRAMING. CITY AMENDMENTS FBC 107 |
| | |
| | 4) THE PLANS SPECIFY THAT THE ROOF SHEATHING IS A 1/2" |
| | TONGUE AND GROOVE SYSTEM. PLEASE CLARIFY WHAT THIS IS. |
| | TILE ROOFS REQUIRE MORE THAN 1/2" SHEATHING WITH 24" OC |
| | RAFTER SPACING. CITY AMENDMENTS FBC 107.2.1 |
| | NOTE. THE ROOFING NAILS USED FOR THE 30 # UNDERLAYMENT |
| | WILL BE EXPOSED ON THE UNDERSIDE OF THE ROOF DECK IF |
| | 1/2" ROOF SHEATHING IS USED. FBC-R905.3.6 FASTENERS. |
| | REQUIRES THE FASTENERS TO PENETRATE THROUGH OR A |
| | MINIMUM OF 3/4" INTO THE SHEATHING. |
| | |
| | 5) THE SPAN BETWEEN THE SUPPORT BRACKETS FOR THE 4X8 |
| | BEAM CARRYING THE TILE ROOF APPEARS TO BE EXCESSIVE. |
| | PROVIDE SIGNED AND SEALED CALCULATIONS TO SHOW THE |
| | ALLOWABLE SPAN FOR THE 4X8 BEAM, CITY AMENDMENTS FBC |
| | 107.2.1.2 |
| | |
| | 6) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. |
