| Date |
Text |
| 2017-03-16 18:10:32 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 2ND REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) PREVIOUS COMMENT #6) REVISE WALL SECTION 9 ON SHEET |
| | A-2 TO SHOW THAT THE INSULATION IS CONTINUOUS FROM THE |
| | WALL TO THE ROOF INSULATION WITH NO GAP, WAS NOT |
| | ADDRESSED. THE WALL SECTION ON A-2 STILL SHOWS THE WALL |
| | INSULATION STOPPING AT THE TOP OF THE BLOCK WALL. IT |
| | HAS TO CONTINUE ALL THE WAY UP TO THE ATTIC INSULATION |
| | AT THE UNDER SIDE OF THE ROOF SHEATHING FOR UNVENTED |
| | ATTIC APPLICATIONS. THE UNVENTED ATTIC SPACE IS |
| | REQUIRED TO BE COMPLETELY CONTAINED WITHIN THE BUILDING |
| | THERMAL ENVELOPE. THE INSULATION HAS TO BE CONTINUOUS. |
| | FBC-R806.5 |
| | |
| | 2) PREVIOUS COMMENT #7) SUBMIT THE MANUFACTURER'S |
| | SPECIFICATIONS AND THE EVALUATION REPORT FOR THE SPRAY |
| | FOAM INSULATION, WAS NOT ADDRESSED. SPRAY FOAM |
| | INSULATION IS SPECIFIED IN THE WALL SECTION ON A-2. |
| | FBCR 316 |
| | |
| | 3) PREVIOUS COMMENT #11)THE ROOF SHEATHING FASTENING |
| | NOTE ON SHEET A-5 SPECIFIES 8D COMMON NAILS AND DETAIL |
| | 3 ON A-5 HAS 10D NAILS. FBCR 803.2.3.1 REQUIRES 8D RING |
| | SHANK NAILS. PLEASE COORDINATE THE INFORMATION ON THE |
| | PLANS. THIS WAS NOT ADDRESSED CORRECTLY. THE PLANS NEED |
| | TO SPECIFY RING SHANK NAILS. |
| | |
| | 4) PREVIOUS COMMENT #12) PROVIDE AN ENGINEER'S ANALYSIS |
| | WITH CALCULATIONS OF THE CONCRETE BEAM MODIFICATIONS AT |
| | THE OPENING FROM THE KITCHEN TO THE ADDITION. FBC |
| | 107.2..2.1.3 THE CALCULATIONS THAT WERE REQUESTED WERE |
| | NOT PROVIDED AND THE INFORMATION THAT WAS PROVIDED ON |
| | THE PLANS IS NOT CLEAR. WHAT IS THE SIZE OF THE |
| | EXISTING TIE BEAM? WHERE WILL IT BE CUT AND HOW MUCH OF |
| | IT IS BEING CUT OFF? WHAT WILL BE THE SIZE OF THE |
| | REMAINING BEAM? THE CONCRETE BEAM DATA SPECIFIES THE |
| | HEIGHT AS 6" AND THE WIDTH AS 12". THE STEEL |
| | REINFORCING BUCKET IS DESIGNED FOR AN 8" WIDE BEAM. THE |
| | TRIBUTARY WIDTH IS SPECIFIED AS 1 FOOT. THIS BEAM |
| | CARRIES THE LOAD OF THE EXISTING TRUSSES AND SHEATHING |
| | AND WILL ALSO CARRY THE LOAD OF THE PORTION OF THE NEW |
| | ADDITION ROOF THAT WILL BE BUILT OVER THE EXISTING |
| | ROOF. FOR THE PURPOSE OF EVALUATING THE BEAM, THE |
| | TRIBUTARY WIDTH WILL BE HALF THE SPAN OF THE EXISTING |
| | TRUSSES. SUBMIT SIGNED AND SEALED CALCULATIONS, |
| | DRAWINGS, DETAILS AND OTHER DOCUMENTS AS REQUIRED TO |
| | CLEARLY SHOW THE BEAM MODIFICATIONS AND IT'S BEARING |
| | CAPACITY. |
| | |
| | 5) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A |
| | RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
| | |
