| Date |
Text |
| 2004-02-17 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) SUBMIT A SIGNED AND SEALED COPY OF |
| | THE SOIL REPORT, INCLUDING BORING LOGS. |
| | |
| | 4) THE SIZE OF THE ATTIC ACCESS DOES NOT |
| | COMPLY WITH THE MINIMUM SPECIFIED BY |
| | FBC 2309.6. |
| | |
| | 5) 1001.1.3/ 1005.4 ZERO LOT LINE |
| | EGRESS:WHEN ACCESS TO OR FROM A RE- |
| | QUIRED EMERGENCY ESCAPE AND RESCUE OPEN- |
| | ING OF A STRUCTURE TO THE PUBLIC WAY, |
| | REQUIRES TRANSVERSING A PROPERTY |
| | (ADJOINING LOT) THAT IS NOT PART OF THE |
| | ONE WHICH THE STRUCTURE IS LOCATED, AN |
| | EGRESS EASEMENT THROUGH THE ADJOINING |
| | PROPERTY IS REQUIRED AND SHALL BE RECORD |
| | ED IN THE COUNTY RECORDS. THIS EASEMENT |
| | SHALL BE A MINIMUM OF 3' WIDE AND NOTH- |
| | ING SHALL BE PLACED WITHIN THE EASEMENT |
| | AREA WHICH WOULD BLOCK ACCESS TO THE |
| | EASEMENT AND OR IMPEDE EMERGENCY EGRESS |
| | FROM THE RESCUE OPENING TO THE PUBLIC |
| | WAY. NO LANDSCAPING, FENCES OR OTHER |
| | IMPEDIMENTS SHALL BE INSTALLED IN THIS |
| | EASEMENT. DUE TO THE RIGHT SIDE OF THE |
| | STRUCTURE BEING 8 INCHES FROM THE |
| | PROPERTY LINE, AN EGRESS ESAEMENT IS |
| | REQUIRED. SUBMIT A COPY OF THE SUB- |
| | DIVISION COVENENTS SPECIFYING THIS. |
| | |
| | 6) PROVIDE TABLE 600 CALCULATIONS FOR |
| | THE EXTERIOR WALL OF THE DINING ROOM AND |
| | DEN/STUDY AT THE GARDEN COURT, WHICH HAS |
| | 20% OF THE WALL AREA ALLOWED AS OPENINGS |
| | |
| | 7) SPECIFY THE SIZE OF THE FRENCH DOOR |
| | SIDELITES IN THE DINING ROOM. |
| | |
| | 8) SUBMIT MANUFACTURER'S SPECIFICATIONS |
| | AND UL OR OTHER LISTING INFORMATION FOR |
| | THE BBQ AND HOOD SPECIFIED AT THE |
| | COVERED PORCH. |
| | |
| | 9) SPECIFY THE UPLIFT THAT THE STEEL |
| | COLUMN ON SHEET S4 IS CAPABLE OF |
| | RESISTING. |
| | |
| | 10) 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREASE IN ALLOWABLE STRESS |
| | SPECIFIED IN THE MATERIALS SECTION OF |
| | THE CODE OR A REFRENCED STANDARD SHALL |
| | NOT BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. REVISE THE TRUSS ANCHOR |
| | SCHEDULE TO VALUES THAT DO NOT INCLUDE |
| | A ONE-THIRD INCREASE IN THE STEEL |
| | CALCULATIONS. UPDATE ANCHORS TO THOSE |
| | WITH STATE OF FLORIDA PRODUCT APPROVAL |
| | AS REQUIRED BY RULE 9B-72. CORRECT |
| | CONNECTORS THAT ARE SPECIFIED ON SHEET |
| | S2 FOR INDICATED UPLIFTS WHICH EXCEED |
| | THE UPLIFT CAPACITIES LISTED IN THE |
| | SCHEDULE ON S3. |
| | |
| | 10) SPECIFY THE CONNECTORS/HANGERS FOR |
| | THE CONNECTION OF THE 2X BEAMS TO THE |
| | WALL OF THE STRUCTURE AT THE ENTRY. |
| | |
| | 11)PROVIDE A DETAIL OF THE STEEL COLUMNS |
| | CARRYING THE 2X BEAMS AT THE ENTRY |
| | WHICH MEET AT 90 DEGREE ANGLES ON THESE |
| | COLUMNS. |
| | |
| | 12) THE ROOF FRAMING PLAN ON S2 DOES NOT |
| | CORRESPOND WITH THE OTHER PLANS FOR THE |
| | LOCATIONS OF THE 2X BEAMS AT THE ENTRY. |
| | PLEASE CORRECT. |
| | |
| | 13) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | SUBMIT STATE OR LOCAL PRODUCT APPROVALS |
| | FOR THE FOLLOWING: |
| | - DOUBLE INSWING ENTRY DOORS |
| | - DOUBLE OUTSWING GLAZED DOORS WITH AND |
| | WITHOUT SIDELITES. |
| | - SINGLE OUTSWING PANEL DOORS |
| | - SINGLE HUNG WINDOWS |
| | - FIXED GLASS WINDOWS (CIRCULAR,ARCHED, |
| | ETC.) |
| | - GLASS BLOCK (FIRE RATED) |
| | - STRUCTURAL MULLIONS |
| | - OVERHEAD GARAGE DOORS |
| | - STORM PANELS |
| | - TRUSS ANCHORS AND CONNECTORS |
| | |
| | 14) SUBMIT MANUFACTURER'S INSTALLATION |
| | SPECIFICATIONS AND LISTING FOR ONE HOUR |
| | FIRE RATED GLASS BLOCK ASSEMBLY. |
| | |
| | 15) IF STORM PANELS WILL BE USED, SUBMIT |
| | A KEY PLAN AND INSTALLATION SCHEDULE. |
| | SPECIFY THE MOUNT TYPE, ANCHOR TYPE AND |
| | SPACING ON THE INSTALLATION DRAWINGS. |
| | |
| | 16) A SEPARATE PERMIT WILL BE REQUIRED |
| | FOR ROOFING. ROOFING CONTRACTOR DID NOT |
| | SIGN THE APPLICATION. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
