| Date |
Text |
| 2001-12-20 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | SBC = STANDARD BUILDING CODE |
| | SBC*= STANDARD BUILD'G CODE (AMENDMENTS) |
| | FL ACC CODE = FLORIDA ACCESSIBILITY CODE |
| | FL ENERGY CODE = FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILD'G CONSTR'N |
| | |
| | 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) SBC* 104.1.1THE PRIMARY PERMIT |
| | APPLICATION SHOWS ROOFING AS BEING OFF |
| | PERMIT.A SEPARATE ROOFING PERMIT IS |
| | REQUIURED. |
| | |
| | 4) SBC 704.1.3.3SHEET A.01 FIRST |
| | FLOOR PLAN SHOWS THE WALL BETWEEN THE |
| | BOILER ROOM AND NEW STORAGE AREA AS 4 HR |
| | RATED WITH A REFERENCE TO TYPE B.SHEET |
| | A.07 WALL SCHEDULE, WHICH REFERS TO |
| | TYPE B AS NON-RATED, SHOULD THEREFORE BE |
| | AMENDED TO CONFIRM THE FIRE-RATED |
| | CONSTRUCTION REQUIREMENT. |
| | |
| | 5) SBC 1503.1.2.3THE FLAT ROOF SLOPE |
| | SHALL BE AT LEAST 1/2" PER FOOT.THE |
| | ROOF LEVELS ON SECTION 1, SHEET A.05 |
| | IMPLY A SHALLOWER SLOPE THAN THIS. |
| | |
| | 6) FL ACC CODE 4.8OUTDOOR PATIO DECK |
| | RAMP SHALL HAVE A MAXIMUM SLOPE OF 1:12 |
| | AND A MINIMUM WIDTH OF 36 INCHES. |
| | ANNOTATE THE PLANS TO SHOW THESE |
| | REQUIREMENTS. |
| | |
| | 7) FL ACC CODE 4.8.5THE RAMP SHALL |
| | HAVE HANDRAILS ON BOTH SIDES WHICH MEET |
| | THE REQUIREMENTS OF FL ACC CODE 4.8.5 |
| | AND SBC 1608.2.1 |
| | |
| | 8) SBC 1608.2.2SUBMIT DETAILS TO |
| | DEMONSTRATE COMPLIANCE WITH THE |
| | REQUIREMENTS FOR THE DESIGN AND |
| | CONSTRUCTION OF THE OUTDOOR PATIO DECK |
| | GUARDRAILS. |
| | |
| | 9) SBC* 1804.2.2SUBMIT A COPY OF THE |
| | GEOTECHNICAL REPORT. |
| | |
| | 10) SBC 1604.3WHAT ITEMS WILL BE |
| | STORED?IF STORAGE RACKING IS TO BE |
| | USED, THE FLOOR SLAB SHALL BE CHECKED |
| | FOR PUNCHING SHEAR UNDER RESULTING |
| | CONCENTRATED LOAD AT THE RACKING SUPPORT |
| | |
| | 11) SBC 1606.2STATE THE DESIGN WIND |
| | PRESSURES AND SUBMIT DETAILS TO DESCRIBE |
| | THE STRUCTURAL SYSTEM FOR TRANSFER OF |
| | WIND LOADS TO THE FOUNDATIONS. |
| | |
| | 12) SBC 1608.1.1SUBMIT DETAILS TO |
| | DEMONSTRATE THE LATERAL RESTRAINT OF THE |
| | NEW RETAINING WALL WERE IT INTERSECTS |
| | WITH THE EXISTING WALL (ADJACENT GRID |
| | REF CC/17A). |
| | |
| | 13) PROVISO: FL ENERGY CODE 101.5.3IF |
| | THE SPACE IS TO BE HEATED OR COOLED BY |
| | MECHANICAL MEANS, CODE COMPLIANCE SHALL |
| | BE DEMONSTRATED BY SUBMITTAL OF ENERGY |
| | CODE COMPLIANCE FORMS (FL ENERGY CODE |
| | 103.0). |
