| Date |
Text |
| 2003-05-30 00:00:00 | PLEASE PROVIDE A SITE PLAN OR CURRENT |
| | SURVEY SHOWING THE LOCATION OF THE |
| | BUILDING ON THE PROPERTY SO THAT |
| | COMPLIANCE WITH FBC T-600 MAY BE |
| | DETERMINED. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT MAY BE |
| | ISSUED IMPACT FEES MUST BE PAID TO THE |
| | COUNTY THE PERMIT PLANS STAMPED BY THAT |
| | OFFICE AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | CALL 561-233-5025 FOR MORE INFORMATION. |
| | |
| | IF NOTICE OF ACCEPTANCE AND/OR TEST |
| | REPORTS FOR THE DOORS, WINDOWS AND ROOF |
| | COVERING ARE NOT INCLUDED WITH THIS |
| | PERMIT APPLICATION, SEPARATE PERMITS |
| | AND FEES WILL BE REQUIRED FOR THAT WORK. |
| | |
| | ENGINEER, PLEASE PROVIDE A COMPLETE |
| | INVESTIGATIVE ANALYSIS OF THE EXISTING |
| | STRUCTURE TO SUPPORT THE NEW LOADS TO |
| | BE IMPOSED UPON IT AS WELL AS ITS |
| | COMPLIANCE WITH CURRENT CODE |
| | REQUIREMENTS.SEE FBC 3401.4. |
| | |
| | THE ENGINEER'S ANALYSIS SHOULD |
| | DEMONSTRATE THE SUITABILITY OF THE |
| | EXISTING ROOF TRUSSES TO MEET THE NEW |
| | LIVE AND DEAD LOADS FOR THE FLOOR AND |
| | PORCH DECK IN FBC 1603 AND 1604. |
| | |
| | INDICATE HOW THE EXISTING DOORS AND |
| | WINDOWS WILL COMPLY WITH THE WIND LOADS |
| | AND MISSILE IMPACT REQUIREMENTS FOR |
| | GLAZING. FBC 1606 AND 1707.4 |
| | |
| | SHEET 2 OF 2 INCORRECTLY CITES SSTD |
| | 12-94, THE FBC INVOKES SSTD 12-99. |
| | PLEASE REVISE AND INSURE COMPLIANCE AS |
| | NECESSARY. |
| | |
| | SHOW A CONSTRUCTION AND CONNECTION |
| | DETAIL FOR THE PARAPET WALL.SEE FBC |
| | 104.2. |
| | |
| | ENGINEER, INCLUDE A SPECIFIC |
| | INVESTIGATION OF THE EXISTING BEAM OVER |
| | THE GARAGE DOOR TO SAFELY ASSUME THE |
| | ADDED LOADING. |
| | |
| | ENGINEER, SHOW THE DIAPRAGM LOADS FOR |
| | THE FLOOR THAT WILL INCORPORATE THE |
| | STEEL DIETRICH FLOOR JOISTS AS SHOWN |
| | AND THE NEW ROOF. |
| | |
| | SHOW THE SHEAR WALL REACTION FOR THE |
| | FIRST FLOOR IN THE WALL WITH THE GARAGE |
| | DOOR AND THE SECOND FLOOR AT THE PORCH. |
| | |
| | SHEET 2 OF 2 SECTION TITLED PORCH DECK |
| | SECTION.WHERE IS THE CONTINUOUS LOAD |
| | PATH AT THE 4X4 POSTS?THE 2003 USP |
| | CATALOG DOES NOT PROVIDE LATERAL OR |
| | UPLIFT VALUES FOR THE DBC 44 ANCHOR |
| | CALLED OUT ON THE PLANS, NOR DOES IT |
| | RESIST MOMENT LOADS. |
| | |
| | SHEET 1 OF 2, SECTION "GARAGE APARTMENT |
| | FLOOR PLAN" SHOWS ADS2 HOLD DOWNS IN THE |
| | 2X6 FRAME WALL AT THE PORCH.WHAT WILL |
| | THIS ACCOMPLISH WHEN CONSIDERED FROM |
| | THE DETAIL IN "PORCH DECK SECTION" ON 2 |
| | OF 2? |
| | |
| | ENGINEER, SEE THE FL ADMINISTRATIVE |
| | CODECHAPTER 61G15-31 RESPONSIBILITY |
| | RULES OF PROFESSIONAL ENGINEERS |
| | CONCERNING THE DESIGN OF STRUCTURES AND |
| | 61G15-30.005 |
| | DELEGATED ENGINEERING RESPONSIBILITY FOR |
| | THE TRUSSES AND STAIRS. |
| | |
| | SHEET 2 OF 2 SHOWS 5' AND 5.5' AS "A" |
| | FOR THE WIND PRESSURE ZONE.PLEASE |
| | CLARIFY. |
| | |
| | ENGINEER, HOW IS THE INTERSECTION OF |
| | THE2X10 BEAMS AND THE CORNER COLUMNS |
| | ADDRESSED ON THE PORCH? |
| | |
| | SHEET 2 OF 2 "EXISTING SECTION" WHAT |
| | LATERAL LOAD RESISTANCE VALUE IS THERE |
| | AVAILABLE FROM THE RT 20 STRAP? |
| | |
| | THE ENERGY FORM IS FOR THE WRONG REGION, |
| | WEST PALM BEACH IS IN THE SOUTH |
| | CLIMATE ZONE #8. |
