| Date |
Text |
| 2004-11-19 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | 1.)A NOTICE OF COMMENCEMENT MUST BE |
| | FILED WITH THE CLERK OF COURTS BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2.)SEPARATE PERMITS REQUIRED FOR |
| | TRADES. |
| | |
| | 3.)SIGN THE OWNER/AGENT LINE OF |
| | THE ENERGY CALC. |
| | |
| | 4.)IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY.THE PLANS MUST BE |
| | STAMPED AND THE RECEIPT ATTACHED TO THE |
| | APPLICATION.233-5025 |
| | |
| | 5.)SEE PREVIOUS LIST, ITEM #14. |
| | PROVIDE A SURVEY FOR THIS PROPERTY. |
| | |
| | 6.)THE PLANS AND ENERGY CALCS SHOW |
| | THE COMMON WALL (REFERRED TO AS AN |
| | ADJACENT WALL, LINE 9B) AS HAVING AN R |
| | VALUE OF 8.4.YOU CANNOT INCLUDE |
| | INSULATION IN ANOTHER UNIT.REVISE TO |
| | REFER TO CORRECT WALL TYPE (COMMON) AND |
| | R VALUE (4.2). |
| | |
| | 7.)THE WALL SEPARATING THE TWO UNITS |
| | IS TO BE CONTINUOUS THROUGH THE FRONT |
| | PORCH.FBC704.4.2. (NEW COMMENT; NOT |
| | ON |
| | PREVIOUS LIST.) |
| | |
| | 8.)SEE PREVIOUS LIST, ITEM #32, |
| | WINDOW BUCK TO GIVE FULL SUPPORT OF THE |
| | WINDOW, FBC1707.4.4.2 (A7). |
| | |
| | 11.)SEE PREVIOUS LIST, ITEM #50, |
| | FOOTING CANNOT ENCROACH PROPERTY LINE, |
| | DETAILS B-A4, 1-A5, ANY OTHER |
| | APPLICABLE |
| | DETAILS. |
| | |
| | 12.)S0.1, ITEM #4, DECLARES THIS |
| | BUILDING AS A SIMPLE DIAPHRAGM. |
| | FBC1606.1.5, THE MEAN ROOF HEIGHT |
| | (>34') CANNOT EXCEED THE LEAST |
| | HORIZONTAL DIMENSION (33'), A3 |
| | ELEVATIONS.FOR COMPONENTS AND |
| | CLADDING, SAYS "SEE PLAN"; WHERE? |
| | |
| | 13.)THE 2 HR TENANT SEPARATION WALL |
| | IS |
| | TO MAINTAIN THE STRUCTURAL INTEGRITY |
| | AND |
| | FIRE RESISTANCE INDEPENDENT OF THE UNIT |
| | ON THE OPPOSITE SIDE OF THE WALL, |
| | FBC704.4.2.DETAIL 9-S2.2 SHOWS A |
| | REINFORCED CONCRETE TOPPING WHICH ENDS |
| | AT THE TENANT SEPARATION WALL |
| | (ACCEPTABLE).DETAIL 2-A5 SHOWS THIS |
| | TOPPING AS CONTINUOUS THROUGH THE WALL. |
| | DETAILS SHOULD BE CONSISTENT.IF |
| | DETAIL |
| | 2-A5 IS USED, WHERE DOES THE |
| | REINFORCEMENT FOR THE CONCRETE TOPPING |
| | END? |
| | |
| | 14.)16-S2.3 (???APPEARS TO BE 2.3, |
| | BUT |
| | THE SHEET NUMBER ON THE PLAN IS NOT |
| | CLEAR) SHOWS A WOOD POST, WOOD BEAM FOR |
| | THE FRONT PORCH.B-A4 SHOWS A TS |
| | COLUMN |
| | W/STUCCO, WOOD BEAM.HOW DOES THIS |
| | COMPLY WITH THE 1HR PROTECTED |
| | REQUIREMENT OF TABLE 600 FOR COLUMNS |
| | AND |
| | BEAMS?ALSO APPLIES TO 4-S2.3 |
| | |
| | 15.)PLANS REFER TO FIRE RESISTANT |
| | CALCS BY HOLLOW CORE ENGINEER; THESE |
| | WERE NOT IN THE PACKAGE, |
| | FBC709.2.2.1.2. |
| | |
| | 16.)STATE OR LOCAL PRODUCT APPROVAL |
| | REQUIRED FOR ALL CONNECTORS, INCLUDING |
| | THE ANGLE FOR THE FLOORS, FAC9B-72. |
| | SEE |
| | WWW.FLORIDABUILDING.ORG, PRODUCT |
| | APPROVAL, FOR MORE INFORMATION. |
| | |
| | 17.)FBC1007.3.1(1), SUM OF TWO RISERS |
| | AND A TREAD TO BE 24-25" (ENTRY |
| | VESTIBULE, A2). |
| | |
| | 18.)SEE 04060897 FOR OTHER COMMENTS |
| | APPLICABLE TO THIS BUILDING. |
| | |
| | |
