| Date |
Text |
| 2003-05-29 00:00:00 | BUILDING 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 SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 4) REVISE PLAN NOTE #10 ON C1. THE FBC |
| | 1604.1.4 REQUIRES PROTECTION OF GLAZED |
| | OPENINGS IN WIND BOURNE DEBRIS REGIONS, |
| | WHICH COVERS A MUCH LARGER AREA THAN THE |
| | HVHZ (BROWARD & DADE COUNTIES). SEE FBC |
| | FIGURE 1606. |
| | |
| | 5) THE NOTE AT THE BOLLARD ON A1 REFERS |
| | TO DETAIL #54. THERE IS NO DETAIL #54 ON |
| | THE PLANS. |
| | |
| | 6) INDICATE ON THE PLANS THAT THE FRAME |
| | WALLS ADJACENT TO THE GARAGE ARE TO BE |
| | INSULATED AND THE DOOR TO THE CONDITION- |
| | ED SPACE FROM THE GARAGE IS REQUIRED TO |
| | BE SOLID CORE OR INSULATED. SEE FBC |
| | CHAPTER 13. |
| | |
| | 7) THE UPLIFT VALUES IN DETAIL 2 ON A5 |
| | ARE INCORRECT. THE MAXIMUM NUMBER OF |
| | NAILS IS SEVEN IN EACH MEMBER FOR THE |
| | "USP" RT22T, WHICH HAS A MAXIMUM UPLIFT |
| | VALUE OF 1125#. ADDING MORE NAILS TO THE |
| | STRAP THAN THE MAXIMUM AMOUNT SPECIFIED |
| | IN THE CATALOG WILL NOT INCREASE THE |
| | UPLIFT VALUES DUE TO THE FAILURE OF THE |
| | CONNECTOR ITSELF. SEE 2003 "USP" CATALOG |
| | |
| | 8) REVISE THE LOAD VALUES IN DETAIL 8 ON |
| | A5. THE LOAD VALUES FOR THE "USP" THD 28 |
| | WITH (16) 10D X 1-1/2" & (28) 16D NAILS |
| | IN THE HEADER IS 3965# GRAVITY ROOF |
| | LOADING AND 2025# UPLIFT MAXIMUM WITH NO |
| | FURTHER INCREASE PERMITTED. SEE 2003 USP |
| | CATALOG. |
| | |
| | 9) PLEASE CLARIFY THE TRUSS CONNECTIONS |
| | AT THE TOP OF THE (2) STEEL COLUMNS ON |
| | THE FRAMING PLAN ON A5. DETAIL 7 ON A5 |
| | DOES NOT APPEAR TO MATCH THE CONDITION |
| | ON THE PLANS. |
| | |
| | 10) REVISE THE TRUSS CONNECTOR SCHEDULE |
| | ON A6 TO LOAD VALUES THAT DO NOT INCLUDE |
| | A STRESS INCREASE ON THE STEEL |
| | CALCULATIONS. THE MAXIMUM UPLIFT FOR A |
| | SINGLE TA ANCHOR IS 1205#. SEE THE 2003 |
| | USP CATALOG AND FBC 1609.4. |
| | |
| | 11) DETAIL 9 ON A5 SHOWS A "SIMPSON" |
| | HUS CONNECTOR WITH ONE OF THE FLANGES AT |
| | AN ANGLE AND THE OTHER STRAIGHT. THIS |
| | CONFIGURATION IS NOT LISTED IN THE 2003 |
| | CATALOG AND THE FIELD BENDING OF THE |
| | CONNECTORS IS NOT ALLOWED. PLEASE |
| | CLARIFY. |
| | |
| | 12) THE BRACING PLAN ON A6 HAS TAGS THAT |
| | REFER TO DETAILS ON A6. THERE ARE NO |
| | DETAILS LISTED ON A6. PLEASE CORRECT. |
| | |
| | 13) THE OWNER AND BUILDER LISTED ON THE |
| | ENERGY CALCULATION FORM DOES NOT MATCH |
| | THE INFORMATION LISTED ON THE PERMIT |
| | APPLICATION. PLEASE CORRECT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
