| Date |
Text |
| 2016-08-04 19:12:16 | 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) THE STRUCTURE IS LOCATED IN A SPECIAL FLOOD HAZARD |
| | AREA ( A5 ). THE MINIMUM FINISH FLOOR ELEVATION |
| | INCLUDING THE 6" FREE BOARD REQUIRED BY THE CITY OF |
| | WEST PALM BEACH IS 7.5' NGVD. THE GARAGE FLOOR AND THE |
| | EQUIPMENT PADS ARE ALSO REQUIRED TO BE AT OR ABOVE 7.5' |
| | NGVD. SPECIFY THE PROPOSED FINISH FLOOR ELEVATIONS ON |
| | THE PLANS. FBC-R 322.1 THE ELEVATIONS OF THE ATTACHED |
| | GARAGE AND THE EQUIPMENT PADS WERE NOT SPECIFIED ON THE |
| | PLANS. |
| | |
| | 2) SHOW COMPLIANCE WITH FBC R401.3 SURFACE WATER |
| | DRAINAGE ON THE SITE PLAN. SURFACE DRAINAGE SHALL BE |
| | DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED |
| | POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS |
| | SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). |
| | |
| | 3) PROVIDE STRUCTURAL AND FASTENING DETAILS FOR THE |
| | STEEL ANGLE LEDGE THAT WILL BE USED TO SUPPORT THE |
| | STONE WALL VENEER. FBC R703.7.2.1 & R703.7.2.2 |
| | |
| | 4) SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117 |
| | CALCULATIONS FOR THE ENHANCED FASTENING OF THE TAMKO |
| | MODIFIED ROOFING SYSTEM OVER WOOD DECKS (NOA NO. |
| | 12-1003.05). SEE LIMITATION NUMBER 7 ON THE NOA. |
| | |
| | 5) SUBMIT PRODUCT APPROVALS FOR THE ROOFING SYSTEM THAT |
| | WILL BE USED OVER THE CONCRETE DECKS. DCA RULE 9N-3 THE |
| | PRODUCT APPROVALS ARE REQUIRED TO BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | |
| | 6) THE PRODUCT APPROVALS FOR THE TAMKO ROOFING SYSTEMS |
| | HAVE SEVERAL DIFFERENT APPROVED ASSEMBLIES WITH |
| | DIFFERENT DESIGN PRESSURES, SPECIFY THE ASSEMBLY AND |
| | THE DESIGN PRESSURES THAT WILL BE INSTALLED. IF THE |
| | PRODUCT'S DESIGN PRESSURES ARE NOT ADEQUATE FOR THE |
| | INCREASED PRESSURES AT THE PERIMETER AND CORNER AREAS, |
| | THEN SIGNED AND SEALED RAS 117 CALCULATIONS ARE |
| | REQUIRED TO BE SUBMITTED IN ACCORDANCE WITH LIMITATION |
| | #7 ON THE LAST PAGE OF THE NOA. |
| | |
| | 7) SUBMIT ENGINEERED SHOP DRAWINGS FOR THE GLASS |
| | BALCONY GUARDS FOR REVIEW PRIOR TO INSTALLATION. FBC |
| | R312, R308.4.4 & FBC107.3.4.2 |
| | |
| | |
| | |
| | |
