| Date |
Text |
| 2003-06-30 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) THE STRUCTURE IS LOCATED IN AN "AO" |
| | FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| | BE REQUIRED. |
| | |
| | 4) PROVIDE A FINAL SOIL BORING TEST |
| | REPORT AS REQUIRED BY PRELIMINARY SOILS |
| | REPORT AND CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 5) REVISE NOTE #11 ON C-1. FBC 1606.1.4 |
| | REQUIRES PROTECTION OF GLAZED OPENINGS |
| | IN WINDBORNE DEBRIS REGIONS AS WELL AS |
| | THE HVHZ AREAS. |
| | |
| | 6) THE GLASS BLOCK AT THE MASTER BEDROOM |
| | TUB IS IN A HAZARDOUS LOCATION AND IS |
| | REQUIRED TO HAVE A MINIMUM UNIFORM FACE |
| | THICKNESS OF 0.25" PER FBC 2405.2.2(5). |
| | PLEASE NOTE ON PLANS. |
| | |
| | 7) SPECIFY THE LENGTH/EMBED DEPTH OF THE |
| | 1/2"DIA. ANCHOR BOLTS USED TO FASTEN THE |
| | 2X6 GARAGE DOOR JAMB ON THE DETAIL ON |
| | A4. |
| | |
| | 8) CLARIFY ON THE BUCK DETAIL FOR THE |
| | SLIDING GLASS DOOR ON A4 THAT THE FRAME |
| | IS FASTENED THROUGH THE 1X BUCK. |
| | |
| | 9) PROVIDE A TRUSS CONNECTOR SCHEDULE. |
| | FBC 1609.4.3 NO LONGER ALLOWS THE ONE- |
| | THIRD INCREASE IN STEEL CALCULATIONS. |
| | SEE THE 2003 USP OR 2002 SIMPSON HIGH- |
| | WIND CONSTRUCTION CATALOGS FOR TRUSS |
| | CONNECTOR VALUES WITHOUT THE INCREASE. |
| | |
| | 10) PROVIDE DOCUMENTATION THAT THE USP |
| | MSH 218 HANGER CAN BE USED AS A TRUSS |
| | ANCHOR AND PROVIDE UPLIFT VALUES. THE |
| | USP TA 14R HAVE AN UPLIFT VALUE OF 1720# |
| | FOR DOUBLE STRAPS ON A ONE PLY TRUSS. |
| | ADJUST THE UPLIFT VALUE FOR DETAIL 13 ON |
| | A6 ACCORDINGLY. |
| | |
| | 11) REVISE THE CONNECTION DETAIL 2 ON A5 |
| | THE MAXIMUM UPLIFT VALUE IS 1125# WITH |
| | (7) 16D NAILS IN EACH MEMBER. SEE 2003 |
| | USP CATALOG. |
| | |
| | 12) DETAIL 11 ON A5 SPECIFIES A HANGER |
| | ON A MASONRY WALL FASTENED WITH (2) 5/8" |
| | THROUGH BOLTS ON EACH SIDE. PLEASE |
| | CLARIFY. |
| | |
| | 13) AN ID. TAG FOR A DETAIL 1 ON A6 IS |
| | GIVEN ON THE FRAMING PLAN ON A5 AND THE |
| | BRACING PLAN ON A-6, HOWEVER, THERE IS |
| | NO SUCH DETAIL. PLEASE CORRECT. |
| | |
| | 14) AN ID. TAG FOR A DETAIL 1 ON A8 IS |
| | GIVEN ON THE FRAMING PLAN ON A5, HOWEVER |
| | THERE IS NO SHEET A8. PLEASE CORRECT. |
| | |
| | 15) THE ENERGY CALCULATIONS DO NOT |
| | INCLUDE THE AREA OF THE CEILINGS THAT |
| | ARE COFFERED. SEE FBC CHAPTER 13 SECTION |
| | 604.1.A.1. |
| | |
| | 16) SUBMIT SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR STORM PANELS. |
| | |
| | 17) THE SITE SPECIFIC ENGINEERING DOES |
| | NOT CORRESPOND WITH ALL OF THE WINDOW |
| | SIZES INDICATED ON THE PLANS. PLEASE |
| | REVISE. THE SITE LOCATION IS REQUIRED TO |
| | BE INDICATED ON THE FORM. THE FORM IS |
| | REQUIRED TO BE SEALED BY THE DESIGNER OF |
| | RECORD FOR THE STRUCTURE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
