| Date |
Text |
| 2001-11-13 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 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) BATHROOMS DO NOT COMPLY WITH FAIR |
| | HOUSING ACT. IF SPECIFICATION A IS |
| | SELECTED AS THE BASIS FOR DESIGNING A |
| | BATHROOM, ALL BATHROOMS IN THE DWELLING |
| | UNIT MUST COMPLY WITH THE A SPECIFICAT- |
| | IONS. ALL FIXTURES MUST BE USABLE IN A |
| | SPECIFICATION A BATHROOM.(7.34) INDICATE |
| | GRAB BARS IN THE SHOWER. PROVIDE A |
| | 30"X 48" CLEAR SPACE CENTERED ON THE |
| | BASIN AT BOTH LAVATORIES. BOTH ARE |
| | REQUIRED TO BE USABLE. A LAVATORY, ANY |
| | OTHER FIXTURE OR WING WALL MUST NOT |
| | PROJECT INTO ROOM ANY MORE THAN 24" WHEN |
| | OVERLAPPING THE CLEAR SPACE AT TOILETS. |
| | (7.43) PLEASE CORRECT. |
| | |
| | 3) THE OPENING SQ.FT. AND THE PRESSURES |
| | ARE INCORRECT FOR ONE OF THE LIVING ROOM |
| | WINDOWS. PLEASE CORRECT. |
| | |
| | 4) THE 16" DEEP FOOTINGS INDICATED ON |
| | THE PLANS WILL NOT COMPLY WITH THE 14" |
| | BELOW FINAL GRADE REQUIRED BY THE SOIL |
| | REPORT AND THE CITY AMENDMENTS REQUIRING |
| | 4" ABOVE FINISH GRADE. PLEASE CORRECT. |
| | |
| | 5) THE REQUIRED WINDLOADS FOR THE BED |
| | ROOM AND THE BATHROOM EXCEED THE DESIGN |
| | LOADS FOR THE WINDOW PRODUCT APPROVALS |
| | THAT WERE SUBMITTED. PLEASE CORRECT. |
| | |
| | 6) THE PRODUCT APPROVALS FOR THE GLASS |
| | BLOCK THAT WERE SUBMITTED, EXPIRED PRIOR |
| | TO APPLYING FOR PERMIT. |
| | |
| | 7) THE PRODUCT APPROVALS FOR THE STORM |
| | PANELS WERE MISSING FROM THE SUBMITTAL. |
| | |
| | |
| | TRUSSES |
| | UNSAT |
| | |
| | 1) TRUSS TG1 IS INDICATED ON TRUSS |
| | DRAWING WITH AN UPLIFT OF 4502# AT |
| | JOINT 2 AND THE PLANS INDICATE (2) TA-14 |
| | (TAPR 216) RATED AT 1450# EACH PER YOUR |
| | ANCHOR SCHEDULE. PLEASE REVIEW. |
| | |
| | 2) TRUSS TG6 IS LISTED ON THE TRUSS |
| | DRAWINGS WITH AN UPLIFT OF 4003#. THE |
| | PLANS INDICATE T-11 ANCHOR (2- TAPR 216) |
| | RATED AT 3900# PER YOUR ANCHOR SCHEDULE. |
| | PLEASE REVIEW. |
| | |
| | NOTE: SEMCO AND HUGHES HAVE BEEN |
| | PURCHASED BY USP. SOME OF THE PRODUCTS |
| | WILL BE DISCONTINUED AND OTHERS MAY HAVE |
| | LOAD VALUES THAT HAVE CHANGED. |
| | YOU HAVE THE UPLIFT VALUE OF 1950# FOR |
| | A TAPR 216 WITH (11) 16D NAILS AND THE |
| | 2001 USP CATALOG LISTS THE UPLIFT VALUE |
| | AS 1485#. YOUR SCHEDULE INDICATES THE |
| | UPLIFT VALUES DOUBLE FOR TWO CONNECTORS, |
| | HOWEVER, THE VALUES ARE REDUCED IF THE |
| | ANCHORS ARE LOCATED WITHIN 8" OF EACH |
| | OTHER PER THE CATALOG. THE SCHEDULE |
| | INCORRECTLY LISTS THE LENGTH OUT OF |
| | CONCRETE FOR TA-14 (TAPR 216) AS 14". |
| | PROVIDE THE CRITERIA USED TO DETERMINE |
| | THE LOADS WHEN TYPE OR AMOUNT OF |
| | FASTENERS IS DIFFERENT THAN THOSE LISTED |
| | IN THE CATALOG. PLEASE PROVIDE A |
| | CORRECTED SCHEDULE. |
| | |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
