Date |
Text |
2008-02-14 08:34:44 | 2004 FBC W/2007 REVISIONS |
| ADDITION AND REMODEL |
| |
| DENIED BY BUILDING |
| |
| 1) A NOTICE OF COMMENCEMENT WILL BE REQUIRED. FS |
| 713.13 |
| |
| 2) 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. |
| |
| 3) UPDATE THE APPLICABLE CODE ON SHEET C1 TO THE 2004 |
| FBC WITH 2007 REVISIONS. |
| |
| 4) THE FIRM LICENSE NUMBER OR THE CERTIFICATE OF |
| AUTHORIZATION NUMBER FOR THE GARRISON DESIGN GROUP IS |
| REQUIRED IN THE TITLE BLOCK OF THE PLANS. SEE FAC |
| 61G1-16.004 OR 61G15-23.002. |
| |
| 5) SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. EXTERIOR |
| WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) SHALL |
| HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE RATING |
| WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL NOT |
| EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM AN |
| ADJACENT PROJECTION OR WALL. |
| |
| 6) SHOW COMPLIANCE WITH R302.2 OPENINGS. |
| OPENINGS SHALL NOT BE PERMITTED IN THE EXTERIOR WALL OF |
| A DWELLING OR ACCESSORY BUILDING THAT IS SEPARATED FROM |
| AN ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6 FEET |
| (1828 MM). THIS DISTANCE SHALL BE MEASURED |
| PERPENDICULAR TO THE LINE USED TO DETERMINE THE |
| SEPARATION DISTANCE. |
| |
| 7) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS AT THE MAIN |
| HOUSE. |
| IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| GREATER. |
| THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| LOCATED IN ATTICS. |
| |
| 8) THE ROOM OFF THE BATHROOM IN THE GUEST HOUSE DOES |
| NOT COMPLY WITH R310.1 EMERGENCY ESCAPE AND RESCUE |
| REQUIRED. |
| BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM |
| SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND |
| RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE |
| SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS |
| SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALL NOT |
| BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. WHERE |
| EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY |
| SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES |
| (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING |
| A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES |
| AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS |
| PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD |
| ENCLOSURE SHALL COMPLY WITH SECTION 310.3 . THE NET |
| CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL |
| BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY |
| ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY |
| ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT |
| BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED |
| WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2 . |
| THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE |
| PERMITTED TO OPEN INTO A SCREEN ENCLOSURE, OPEN TO THE |
| ATMOSPHERE, WHERE A SCREEN DOOR IS PROVIDED LEADING |
| AWAY FROM THE RESIDENCE. PROVIDE AN APPROPRIATE OPENING |
| OR SPECIFY ON THE PLAN THAT THIS ROOM IS NOT TO BE USED |
| FOR SLEEPING PURPOSES. |
| |
| 9) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS AT THE |
| GUEST HOUSE. |
| IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| GREATER. |
| THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| LOCATED IN ATTICS. |
| |
| 10) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED AT |
| THE GUEST HOUSE. |
| ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE |
| PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 / |
| 8 INCH (3.2 MM) MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM |
| OPENINGS. |
| |
| 11) SHOW COMPLIANCE WITH R319.1 LOCATION REQUIRED. IN |
| AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY TABLE |
| R301.2(1) , THE FOLLOWING LOCATIONS SHALL REQUIRE THE |
| USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, |
| PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3, |
| C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2 |
| AND P3, OR DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK |
| LOCUST, OR CEDARS. 5.WOOD SIDING, SHEATHING AND WALL |
| FRAMING ON THE EXTERIOR OF A BUILDING HAVING A |
| CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE |
| GROUND. |
| |
| 12) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| TERMITES. IN ORDER TO PROVIDE FOR INSPECTION FOR |
| TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL |
| COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A |
| BUILDING SHALL NOT BE LESS THAN 6 INCHES (152 MM). SEE |
| A2.0 AND A5.1. |
| |
| 13) ON SHEET A4.1 IN THE CONNECTOR SCHEDULE THE SIMPSON |
| LGT-2 REQUIRES 16-16D SINKERS INTO THE TWO MEMBER |
| GIRDER PER THE SIMPSON CATALOG, NOT 1-1/2". PLEASE |
| CORRECT. FBC 106.1.1* CITY AMENDMENTS. |
| |
| 14) THE SIMPSON HGAM 10 SPECIFIED IN THE CONNECTOR |
| SCHEDULE IS TESTED AND LISTED FOR MASONRY APPLICATIONS |
| NOT AS A WOOD CONNECTOR. PLEASE REVISE. FBC 106.1.1* |
| CITY AMENDMENTS. |
| |
| 15) THE ROOF SLOPE IS SPECIFIED AS 5:12 ON A3.1 AND AS |
| 4:12 ON A4.1 AND A5.0. PLEASE CORRECT. FBC 106.1.1* |
| CITY AMENDMENTS. |
| |
| 16) SPECIFY THE COMPONENT AND CLADDING PRESSURES FOR |
| ROOF ZONES 1,2 AND 3 ON A4.1. SEE TABLE R301.2(2) AND |
| FIGURE R301.2(8). |
| |
| 17) ON SHEET A5.0 THE ROOF TILE ATTACHMENT IS SPECIFIED |
| AS (2) 10D NAILS. SMOOTH OR SCREW SHANK NAILS WILL NOT |
| PROVIDE AN ADEQUATE MOMENT OF RESISTANCE. PLEASE |
| SPECIFY RING SHANK NAILS. FBC R905.3 AND FAC RULE |
| 9B-72. |
| |
| 18)SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL |
| EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. REVISE |
| SHEET A5.0. |
| |
| 19) THE PLAN NOTES ON A5.3 SPECIFY BEARING WALLS TO BE |
| 1 HOUR FIRE RATED CONSTRUCTION WITH 5/8" TYPE X GYPSUM. |
| THE PLANS DO NOT REFLECT THIS. PLEASE REVISE. |
| |
| 20) SPECIFY THE COMPONENT AND CLADDING PRESSURES FOR |
| THE WINDOW OPENINGS ON THE PLANS. THEY ARE NOT LISTED |
| IN THE SCHEDULE ON A1.1. SEE TABLE R301.2(2). |
| |
| 21) SPECIFY THE APPROVED ASSEMBLY, FASTENING OPTION, |
| AND DESIGN PRESSURE FOR THE GAF BUR SYSTEM. SUBMIT RAS |
| 117 CALCULATIONS FOR ENHANCED FASTENING AT PERIMETER |
| AND CORNER AREAS AS REQUIRED. SEE LIMITATION #7 OF NOA. |
| FBC 106.1.2* CITY AMENDMENTS. |
| |
| 22) THE PRODUCT APPROVAL NOA THAT WAS SUBMITTED FOR THE |
| JELD-WEN DOORS EXPIRED AUGUST 15, 2007. SUBMIT A |
| CURRENT NOA. FAC RULE 9B-72 |
| |
| 23) SUBMIT PRODUCT APPROVALS FOR DOOR #9, WHICH THE |
| DOOR SCHEDULE INDICATES HAS A VISION PANEL. FAC RULE |
| 9B-72 |
| |
| 24) SUBMIT PRODUCT APPROVALS FOR DOOR #1 IN THE DOOR |
| SCHEDULE, THE ARCHED CEDAR ENTRY DOOR WITH SIDELITES |
| AND TRANSOM. FAC RULE 9B-72 |
| |
| 25) THE PRODUCT APPROVAL SUBMITTED FOR THE MULLIONS |
| DOES NOT HAVE ADEQUATE DESIGN PRESSURES TO BE INSTALLED |
| BETWEEN THE 10' WIDE FRENCH DOOR/SIDELITE ASSEMBLY AND |
| THE TRANSOM WINDOWS ABOVE. PLEASE CORRECT. RULE 9B-72 |
| |
| 26) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| CALCULATION FORMS. FBC CHAPTER 13-6. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |