| Date |
Text |
| 2015-12-18 18:36:25 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST 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) THE PLANS HAVE SEVERAL REFERENCES TO THE 2010 FBC. |
| | THE FBC FIFTH EDITION (2014) WENT INTO EFFECT ON JUNE |
| | 30, 2015. ALL NEW PERMITS APPLIED FOR ON OR AFTER THAT |
| | DATE ARE REQUIRED TO COMPLY WITH AND REFERENCE THE FBC |
| | FIFTH EDITION. |
| | |
| | 2) THE ENERGY CALCULATION FORMS SPECIFY IECC ZONE 2. |
| | THE CITY OF WEST PALM IS IN PALM BEACH COUNTY WHICH IS |
| | IN CLIMATE ZONE 1A. FBC ENERGY CONSERVATION TABLE |
| | R301.1 |
| | |
| | 3) THE STORM PANEL SCHEDULES REFERENCE THE 2010 FBC. |
| | PLEASE CHANGE TO THE 2014 FBC. |
| | |
| | 4) THE NOTES ON SECTION 2 SHEET D-1 AT THE PARTY WALL |
| | SHOULD REFERENCE 2014 FBC R302.2 AND NOT R317.2. |
| | |
| | 5) THE CORRECT SECTION FOR STRUCTURAL INDEPENDENCE OF |
| | THE ADJACENT UNIT IS FBC R302.2.4 AND NOT R317.2.4. |
| | |
| | 6) FBC R 4409.13.3.2.3 THAT IS SPECIFIED ON THE PLANS |
| | ONLY APPLIES TO THE HVHZ ( HIGH VELOCITY HURRICANE ZONE |
| | ) AND DOES NOT APPLY IN PALM BEACH COUNTY. THE CORRECT |
| | SECTION FOR THIS JURISDICTION IS FBC R 806.1 WHICH |
| | ALLOWS THE MAXIMUM SCREEN MESH OPENINGS TO BE 1/4 INCH. |
| | |
| | 7) FBC R702.2.2 IS THE SECTION FOR MINIMUM STUCCO |
| | FINISH ON CONCRETE BLOCK AND NOT 4411.31. |
| | |
| | 8) FBC R302.11 IS THE SECTION FOR FIREBLOCKING AND NOT |
| | R4409.7.1. |
| | |
| | 9) THE CORRECT SECTION FOR INSULATION FLAME SPREAD AND |
| | SMOKE DEVELOPED IS FBC R302.10.1. |
| | |
| | 10) FBC R302.2.2 IS THE SECTION THAT REQUIRES |
| | FIRE-RESISTANT PLYWOOD FOR 4 FEET ON EACH SIDE OF THE 2 |
| | HOUR FIRE RATED PARTY WALL. |
| | |
| | 11) THE 2014 FBCR REFERENCES THE 2011 EDITIONS OF ACI |
| | 530.1, ASCE 6-11 AND TMS 602. |
| | |
| | 12) THE ROOF SHEATHING FASTENING DETAIL DIAGRAM ON |
| | SHEET S-3 DOES NOT SHOW ROOF ZONE 3 FOR THE GABLE ROOF |
| | AREAS ON THE FRONT OF THE BUILDING. SEE FBC R803.2.3.1 |
| | |
| | 13) THE UPLIFT PRESSURES FOR THE ROOF COMPONENTS AND |
| | CLADDING ON SHEET S-6 ARE NOT CORRECT. ROOF ZONE 1 IS |
| | SPECIFIED AS -31.31 PSF AND ZONE 2 AND 3 ARE SPECIFIED |
| | AS -49.66 PSF. FBC-R 301.2.1 |
| | |
| | 14) THE ANCHOR SPACING IS BLANK ON THE STORM PANEL |
| | SCHEDULE FOR THE END A UNIT. FBC 107.2.1 |
| | |
| | 15) THE MAXIMUM NEGATIVE DESIGN PRESSURE LISTED IN THE |
| | PRODUCT APPROVAL FOR THE ENTRY DOOR IS -50 PSF. THE |
| | WIND PRESSURE FOR THE ENTRY DOOR IN THE EXTERIOR WALL |
| | ZONE IS SPECIFIED AS -55.08 PSF IN THE SCHEDULE ON THE |
| | PLANS. FBC-R301.1 |
| | |
| | 16) THE VALUATIONS FOR THE TOWNHOUSES ARE LOW BASED ON |
| | ICC VALUATION DATE AND WILL BE ADJUSTED AS FOLLOWS. THE |
| | 1441 UNIT A IS $164,673.00. THE 1545 UNIT B IS |
| | $175,294.00. THE 1669 UNIT C IS $191,515.23. |
| | |
