Date |
Text |
2004-01-15 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 THE BORING |
| LOG. |
| |
| 4) THE GLASS BLOCK IN THE EXTERIOR WALL |
| THAT IS WITHIN 3 FEET OF THE PROPERTY |
| LINE IS REQUIRED TO HAVE A ONE HOUR FIRE |
| RATING. FBC TABLE 600 SPECIFY ON PLANS. |
| |
| 5) THE GLASS BLOCK AT THE TUBS IN THE |
| MASTER BATH AND BATH #2 IS REQUIRED TO |
| HAVE A MINIMUM UNIFORM FACE THICKNESS OF |
| 0.25". SEE FBC 2405.2.2 (5) |
| |
| 6) THE WINDOW IN BATH #3 WHICH IS WITHIN |
| 3 FEET OF THE SHOWER IS REQUIRED TO HAVE |
| SAFETY GLAZING PER FBC 2405.2. |
| |
| 7) SPECIFY THE SIZE OF THE ATTIC ACCESS. |
| SEE FBC 2309.6. |
| |
| 8)FBC 1005.4.5 (GLITCH AMENDMENTS |
| JULY 1, 2003) REQUIRES AT LEAST ONE |
| MEANS OF ESCAPE FROM A DWELLING WHEN |
| SHUTTERED FOR IMPACT PROTECTION. THE |
| MEANS OF ESCAPE SHALL BE WITHIN THE |
| FIRST FLOOR OF THE DWELLING AND CAN NOT |
| BE LOCATED IN A GARAGE. OCCUPANTS IN ANY |
| PART OF THE DWELLING SHALL HAVE ACCESS |
| TO IT WITHOUT HAVING TO PASS THROUGH A |
| LOCKABLE DOOR NOT UNDER THEIR CONTROL. |
| INDICATE HOW COMPLIANCE WILL BE |
| ACHIEVED. |
| |
| 9) 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. REQUIRED FOR EGRESS FROM |
| GARDEN COURT TO PUBLIC WAY. |
| |
| 10) AN EGRESS OPENING MEETING THE |
| REQUIREMENTS OF FBC 1005.4 WILL BE |
| REQUIRED IN THE GARDEN COURT WALL. THIS |
| WILL REQUIRE THE APPROVAL OF THE |
| BUILDING OFFICIAL. |
| |
| 11) PROVIDE TABLE 600 CALCULATIONS FOR |
| THE EXTERIOR WALL AT THE DINING ROOM AND |
| DEN/STUDY WHICH HAS 20% OF THE WALL AREA |
| ALLOWED AS OPENINGS. |
| |
| 12) SPECIFY THE TYPE AND SIZE OF THE |
| EGRESS WINDOW IN BEDROOM #2. |
| |
| 13) SPECIFY THE SIZE OF THE GOLF CART |
| OH DOOR ON A2. |
| |
| 14) SPECIFY THE SIZES OF THE FRENCH DOOR |
| SIDELITES. |
| |
| 15) SPECIFY THE SIZES OF ALL TRANSOM |
| WINDOWS AND THE GLASS BLOCK OPENINGS ON |
| A2. |
| |
| 16) SUBMIT MANUFACTURER'S SPECIFICATIONS |
| AND UL OR OTHER LISTING INFORMATION FOR |
| THE GAS BBQ AND HOOD. |
| |
| 17) REVISE THE ROOF SHEATHING NAILING |
| NOTES ON A6. PANEL EDGES ARE REQUIRED TO |
| BE NAILED AT 4" OC IN ZONE 3, WHICH |
| INCLUDES THE CORNERS OF HIP ROOFS. SEE |
| CITY OF WPB AMENDMENTS TO FBC TABLE |
| 2306.1. |
| |
| 18) SPECIFY THE FOOTING FOR THE 5' BLOCK |
| WALL AT THE GARDEN COURT. |
| |
| 19) SPECIFY THE UPLIFT VALUE AND THE |
| WELD TYPES FOR THE STEEL COLUMN ON S4. |
| |
| 20)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. INCREAS IN ALLOWABLE STRESS SPE |
| CIFIED IN THE MATERIALS SECTIONS OF THIS |
| 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. SOME OF THE UPLIFT VALUES |
| IN THE SCHEDULE ARE INCORRECT. SEE NOTES |
| ON THE PLANS. ALSO SOME OF THE TRUSS |
| CONNECTORS LISTED ON S2 DO NOT MEET |
| REQUIRED UPLIFTS. SPECIFY THE CONNECTORS |
| FOR THE 2X BEAMS AT THE ENTRY WHERE THEY |
| CONNECT TO THE WALLS. PROVIDE A DETAIL |
| OF THE STEEL COLUMNS WITH A CAP THAT |
| WILL CARRY THE BEAMS MEETING AT THE 90 |
| DEGREE ANGLES AT THE ENTRY. |
| |
| 21) 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 PRODUCT APPROVALS FOR THE FOLLOW- |
| ING ITEMS: |
| - DOUBLE INSWING ENTRY DOORS |
| - DOUBLE OUTSWING GLAZED DOORS |
| - DOUBLE OUTSWING GLAZED DOORS WITH |
| SIDELITES |
| - SINGLE OUTSWING PANEL DOORS |
| - SINGLE HUNG WINDOWS |
| - FIXED WINDOWS(CIRCULAR,ARCHED TOP,ETC) |
| - ONE HOUR FIRE RATED GLASS BLOCK |
| - STRUCTURAL MULLIONS |
| - OVERHEAD GARAGE DOORS |
| - STORM PANELS |
| - TRUSS ANCHORS |
| |
| 22) SUBMIT A KEY PLAN AND INSTALLATION |
| SCHEDULE FOR THE STORM PANELS. SPECIFY |
| THE MOUNT TYPE, THE ANCHOR TYPE AND |
| SPACING ON THE INSTALLATION DRAWINGS. |
| THIS INFORMATION IS REQUIRED AT TIME OF |
| PERMIT OR A SEPARATE PERMIT WITH |
| ADDITIONAL FEES WILL BE REQUIRED. |
| |
| 23) A SEPARATE PERMIT WILL BE REQUIRED |
| FOR THE ROOFING BECAUSE A ROOFING |
| CONTRACTOR DID NOT SIGN THE APPLICATION |
| AT TIME OF SUBMITTAL. |
| |
| PLEASE SUBMIT OLD SHEETS ALONG WITH NEW |
| PAGES WHEN RESUBMITTING TO EXPEDIATE THE |
| REVIEW. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |