| Date |
Text |
| 2016-09-29 17:24:09 | 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) SUBMIT ENERGY COMPLIANCE FORMS TO SHOW THAT THE NEW |
| | ADDITION MEETS THE FBC ENERGY CONSERVATION |
| | REQUIREMENTS. FBC ENERGY CONSERVATION R402.1 |
| | |
| | 2) SPECIFY HOW THE 3 MEMBER 2 X 8 BEAM WILL BE ANCHORED |
| | TO THE BLOCK WALL AND THE WOOD FRAME WALL AT EACH END. |
| | FBC 107.2.1 & R301.1 |
| | |
| | 3) REVISE THE ROOF FRAMING PLAN TO SHOW THE 12" |
| | OVERHANG FRAMING FOR ALL SIDES OF THE STRUCTURE. FBC |
| | 107.2.1 & R301.1 |
| | |
| | 4) SHOW THE LOCATIONS OF THE VARIOUS ROOF CONNECTORS, |
| | HANGERS AND ANCHORS ON THE ROOF FRAMING PLAN. FOR |
| | CLARITY PROVIDE A ROOF FRAMING PLAN WITH CONNECTORS |
| | SPECIFIED AT PROPER LOCATIONS ON THE STRUCTURAL |
| | DRAWINGS. FBC 107.2.1 & 107.2.1.3 |
| | |
| | 5) THE ANCHOR SCHEDULE ON S-1, SPECIFIES AN A1 HANGER |
| | FOR A 6 X 12 TIMBER BEAM. THERE IS NO 6 X 12 BEAM |
| | SPECIFIED ON THE PLANS. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 6) THERE IS AN A6 ANCHOR IN THE ANCHOR SCHEDULE AND |
| | THERE IS NO A6 TAG ON THE PLANS. IT APPEARS THAT THIS |
| | WAS MEANT TO BE THE A2 ANCHOR. PLEASE CLARIFY. FBC |
| | 107.2.1 |
| | |
| | 7) THE 8D ROOF SHEATHING FASTENERS ARE REQUIRED TO BE |
| | RING-SHANK PER FBC-R803.2.3.1 |
| | |
| | 8) THE COMPONENT AND CLADDING PRESSURES IN THE TABLE ON |
| | SHEET S-2 ARE INCORRECT. THIS STRUCTURE HAS A FLAT ROOF |
| | AND A 14' ROOF HEIGHT PER THE PLANS. THE WIND SPEED IS |
| | 170MPH VULT, 132MPH VASD. THE EXPOSURE CATEGORY IS C. |
| | FBC-R301.2.1 FOR EXAMPLE: THE WORST CASE FOR A 10SQFT |
| | AREA IN WALL ZONE 5 IS +37.9, -50.7 PSF IN EXPOSURE C, |
| | 132MPH VASD WITH A 15' MEAN ROOF HEIGHT. |
| | |
| | 9) ON SHEET S-2 THE BASIC WIND SPEED IS SPECIFIED AS |
| | 180 MPH AND THE WIND SPEED FOR WEST PALM BEACH IS 170 |
| | MPH VULT. FBC R301.2.1 |
| | |
| | 10) SPECIFY THE REQUIRED COMPONENT AND CLADDING DESIGN |
| | PRESSURES FOR THE NEW EXTERIOR DOOR ON THE PLANS. |
| | FBC-R301.2.1 |
| | |
| | 11) THE WRONG EDITIONS OF ACI 318 AND 530 ARE SPECIFIED |
| | ON S-2. THE FBC REFERENCES ACI 318 - 11 AND ACI 530 - |
| | 11. FBC - R CHAPTER 46. |
| | |
| | 12) THERE IS A 12" X 16" THICKENED EDGE MONOLITHIC |
| | FOOTING SHOWN ON S-1. THIS DOES NOT COMPLY WITH FBCR |
| | 403.1.4 WHICH REQUIRES THE FOOTINGS TO BE AT LEAST 12 |
| | INCHES BELOW GRADE AND FBCR 404.1.6 WHICH REQUIRES THE |
| | CONCRETE FOUNDATION TO EXTEND ABOVE THE FINISHED GRADE |
| | ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4 |
| | INCHES (102 MM) WHERE MASONRY VENEER IS USED AND A |
| | MINIMUM OF 6 INCHES (152 MM) ELSEWHERE. (PREVIOUS |
| | COMMENT) |
| | |
| | 13) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. (PREVIOUS COMMENT) |
| | |
| | 14) PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH FL OR |
| | NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS AND |
| | MAXIMUM DESIGN PRESSURES FOR THE ROOFING MATERIALS. FBC |
| | 107.3.4 (PREVIOUS COMMENT) |
| | |
| | 15) PROVIDE THE FLORIDA PRODUCT APPROVAL FL NUMBER FOR |
| | THE EXTERIOR DOOR THAT WILL BE USED. FBC 107.3.4 |
| | (PREVIOUS COMMENT) |
| | |
| | 16) SHEET A-1 IN ONE OF THE PLAN SETS DOES NOT HAVE THE |
| | ARCHITECT'S EMBOSSED SEAL. FBC 107.1 & FLORIDA STATUTES |
| | CHAPTER 481 |
| | |
| | 17) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
