| Date |
Text |
| 2012-12-19 16:37:01 | 2010 FBC |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE STRUCTURE IS LOCATED IN AN A5 FLOOD HAZARD ZONE. |
| | THE LOWEST FINISHED FLOOR AND EQUIPMENT FOR THE |
| | STRUCTURE IS REQUIRED TO BE AT OR ABOVE 7'-6" BFE. |
| | SPECIFY THE PROPOSED ELEVATIONS ON THE PLANS. NOTE: THE |
| | ATTACHED GARAGE IS REQUIRED TO BE AT OR ABOVE THIS |
| | MINIMUM ELEVATION. CITY OF WEST PLAM BEACH MUNICIPLE |
| | CODES AND FBCR322 |
| | |
| | 2) SUBMIT TWO COPIES OF A SURFACE WATER DRAINAGE PLAN |
| | SHOWING COMPLIANCE WITH FBCR401.3. |
| | |
| | 3) SUBMIT TWO SETS OF A SIGNED AND SEALED SUB-SURFACE |
| | SOIL BEARING REPORT AS REQUIRED BY FBCR401.4 |
| | |
| | 4) THE EXPOSURE CATEGORY IS INCORRECTLY LISTED AS B. |
| | THE CORRECT EXPOSURE FOR THIS STRUCTURE IS C. FBCR |
| | 301.2.1.4.3 |
| | |
| | 5) SUBMIT TWO SETS OF ENERGY CALCULATIONS FOR THE NEW |
| | DWELLING AS REQUIRED BY FBC ENERGY CONSERVATION 401.2. |
| | |
| | 6) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE |
| | WINDOWS, DOORS, ROOF COVERING, STORM PANELS, ETC. AS |
| | REQUIRED BY DCA RULE 9N-3 AND FBCR301.2.1. |
| | |
| | 7) THE PRODUCT APPROVALS ARE REQUIRED TO BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR |
| | THE PROJECT. CITY AMENDMENTS 107.3.4.1 |
| | |
| | 8) THE DESIGN INFORMATION ON SHEET C1 NEEDS TO BE |
| | UPDATED TO THE REFERENCED EDITION OF ASCE7, WHICH IS |
| | ASCE7-10. FBCR CHAPTER 43 |
| | |
| | 9) THE PROPOSED STRUCTURE IS LOCATED IN AN A5 FLOOD |
| | ZONE THE CITY OF W.P.B. FLOOD ORDINANCE REQUIRES THE |
| | LOWEST FLOOR TO HAVE A MINIMUM ELEVATION OF 7'-6" ABOVE |
| | BFE. THE PLANS SHOW AN ELEVATION OF 8.0 MSL FOR THE |
| | DWELLING NOT BFE AND THE PLANS SHOW THREE 8" STEPS DOWN |
| | INTO THE GARAGE. THE GARAGE FLOOR AND EQUIPMENT ARE |
| | REQUIRED TO COMPLY WITH THE MINIMUM ELEVATION |
| | REQUIREMENT. FBCR322.1.4 |
| | |
| | 10) ON SHEET A3.0 ICYNENE SPRAY FOAM INSULATION IS |
| | SPECIFIED AS WELL AS ATTIC VENTS. WHEN THE FOAM |
| | INSULATION IS APPLIED TO THE UNDERSIDE OF THE ROOF |
| | SHEATHING, THIS TYPE OF ATTIC IS REQUIRED TO BE |
| | UNVENTED. PLEASE CORRECT. FBCR806.4 |
| | |
| | 11) SUBMIT TWO COPIES OF THE PRODUCT EVALUATIONS FOR |
| | THE SPRAY FOAM INSULATION. FBCR316.3 |
| | |
| | 12) PROVIDE FOOTING DETAILS FOR THE PADS AT THE C4 (4 X |
| | 4 WOOD) COLUMNS. FBCR401.2 |
| | |
| | 13) PROVIDE DETAILS FOR THE INTERIOR BEARING WALL |
| | FOOTINGS AT THE GARAGE. FBCR401.2 |
| | |
| | 14) SPECIFY 8D RING SHANK NAILS FOR THE ROOF SHEATHING |
| | AS REQUIRED BY FBCR 803.2.3.1. |
| | |
| | 15) PLEASE UPDATE THE WIND SPEED DATA ON SHEET S2.1 TO |
| | EXPOSURE C, 170 MPH FBC. FBC R301.2.1 |
| | |
| | 16) ON SHEET S2.0 SPECIFY THE TRUSS ANCHOR TYPES AND |
| | LOCATIONS. R802.1.6.5 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
