| Date |
Text |
| 2003-04-07 00:00:00 | DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) ENERGY CALCULATIONS ARE REQUIRED TO |
| | BE SIGNED AND DATED BY THE OWNER/AGENT. |
| | |
| | 4)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - SINGLE HUNG WINDOWS |
| | - STRUCTURAL MULLIONS |
| | - ROOFING MATERIALS |
| | - SLIDING GLASS DOORS |
| | - INSWING METAL DOOR |
| | |
| | 5) THE CEILING AREA ON THE ENERGY CALCS. |
| | IS MORE THAN THE SQUARE FOOTAGE OF THE |
| | STRUCTURE AND NO TRAY OR VAULTED CEILING |
| | IS SHOWN ON THE PLANS. PLEASE CORRECT. |
| | |
| | 6) PROVIDE A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS OR A |
| | SEPARATE PERMIT AND FEES WILL BE |
| | REQUIRED. |
| | |
| | 7) THE BOTTOM OF THE FOOTING IS REQUIRED |
| | TO BE A MINIMUM OF 12" BELOW FINISH |
| | GRADE PER FBC 1804.1.3. |
| | |
| | 8) THE BUILDING FLOOR ELEVATION AT THE |
| | PERIMETER OF A MONOLITHIC FOUNDATION AT |
| | HABITABLE AREAS SHALL BE A MINIMUM OF 4" |
| | ABOVE FINISH GRADE PER CITY AMENDMENTS |
| | TO FBC 1804.1.7. |
| | |
| | 9) INDICATE ON THE PLANS THAT THE WIRE |
| | MESH IN THE SLAB IS REQUIRED TO BE |
| | SUPPORTED ON APPROVED MATERIALS AT |
| | SPACINGS NOT TO EXCEED 3 FEET PER |
| | FBC 1909.3. |
| | |
| | 10) UNDER THE WIND DESIGN PRESSURES ON |
| | A1, PRESSURES ARE LISTED FOR A GARAGE |
| | DOOR. THERE IS NO GARAGE ON THE PLANS. |
| | PLEASE CLARIFY. |
| | |
| | 11) THE WALL SECTION ON A1 SPECS. 3- #5S |
| | IN THE FOOTING AND THE FOUNDATION PLAN |
| | SPECS. 2- #5S. PLEASE CORRECT. |
| | |
| | 12) ON THE WALL SECTION ON A1, THE NAIL |
| | SPACING FOR THE ROOF SHEATHING IS LISTED |
| | FOR THE TIN TAG SPACING. |
| | |
| | 13) THE SIMPSON HETA 20 CONNECTORS WITH |
| | 8-10D X 1-1/2" NAILS SPECIFIED ON THE |
| | WALL SECTION ON A1 FOR THE HIP TRUSSES, |
| | WILL NOT PROVIDE THE REQUIRED 1820# OF |
| | UPLIFT RESISTANCE. SEE 2003 SIMPSON |
| | CATALOG. AN HETA 20 WITH 10-16D NAILS |
| | FOR A 2 PLY TRUSS IS RATED FOR 1890# OF |
| | UPLIFT. THE JOB SPECIFIC CONNECTOR |
| | SCHEDULE ON A3 REFERS TO CONNECTOR #7 |
| | UNDER GENERAL NOTES FOR THE HIP TRUSSES. |
| | THIS IS A HETA 20 WITH 16-10D NAILS. |
| | PLEASE CLARIFY AND CORRECT. |
| | |
| | 14) SHEET A3 UNDER SPECIAL NOTES SPECS. |
| | +37.1 PSF AS WORST CASE DESIGN PRESSURE |
| | FOR COMPONENTS AND CLADDING. WHAT IS THE |
| | NEGATIVE WORST CASE PRESSURE? THE WIND |
| | DESIGN PRESSURES ARE GIVEN AS +36 AND |
| | - 48 PSF ON A1. UNDER DESIGN PARAMETERS |
| | ON A1 COMPONENTS AND CLADDING DESIGN |
| | PRESSURES ARE LISTED AS +35.3 AND - 47.2 |
| | PLEASE CORRECT. |
| | |
| | 15) FBC 1707.4.4.2 REQUIRES WINDOW AND |
| | DOOR ASSEMBLIES TO BE FASTENED THROUGH |
| | 1X BUCKS DIRECTLY TO THE STRUCTURAL |
| | SUBSTRATE. PLEASE REVISE WINDOW AND DOOR |
| | INSTALLATION CHART ON A4. |
| | |
| | 16) INDICATE THE INTERNAL PRESSURE |
| | COEFFICENT UNDER DESIGN PARAMETERS ON |
| | A1. FOR AN ENCLOSED STRUCTURE IT IS |
| | + OR - 0.18. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
