| Date |
Text |
| 2003-05-12 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) SUBMIT THE RECEIPT FOR THE COUNTY |
| | IMPACT FEES. |
| | |
| | 3) THE ROOF SHEATHING NAIL SPACING GIVEN |
| | ON SHEET GN1 IS INCORRECT. SEE CITY |
| | AMENDMENTS TO FBC TABLE 2306.1. |
| | |
| | 4) REVISE ITEM #7 UNDER STUCCO SPECS. ON |
| | A5 TO INDICATE THAT 3/8" HIGH RIB METAL |
| | LATH IS REQUIRED TO BE ATTACHED AT EVERY |
| | RIB (4"O.C.). SEE ASTM C 1063. |
| | ITEMS #4 AND #5 ARE THE SAME NOTE. |
| | |
| | 5) SPECIFY THE LENGTH/EMBEDMENT DEPTH OF |
| | THE 1/2" DIA. EXPANSION ANCHORS AT THE |
| | WOOD FRAME TO CONCRETE DETAIL ON A6. THE |
| | "USP" TP6X AND TP8X THAT ARE SPECIFIED |
| | AT EACH END OF THE STUDS DO NOT APPEAR |
| | IN THE 2003 USP CATALOG. SHOULD THESE BE |
| | "USP" SPT6 OR SPT8 ? |
| | |
| | 6) THE GIRDER TRUSS AT THE SECOND FLOOR |
| | ABOVE BEDROOM #2 WITH AN UPLIFT OF 5455# |
| | AND BEARING ON THE (3) 2X6S HAS THE |
| | WRONG CONNECTOR SPECIFIED. THE DETAIL |
| | SPECIFIED IS F ON S3. THIS DETAIL IS OF |
| | A "USP" USC 53 ATTACHED TO A MASONRY |
| | WALL. PLEASE CORRECT. |
| | |
| | 7) PROVIDE A DIAGRAM INDICATING THE ROOF |
| | SHEATHING NAILING ZONES. SEE CITY AMEND. |
| | TO FBC TABLE 2306.1. |
| | |
| | 8) PROVIDE A SOIL BEARING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 9) THE ENERGY CALCULATION FORM CONTAINS |
| | ERRORS. THE ADJACENT WALLS ON THE PLANS |
| | ARE CONCRETE BLOCK NOT WOOD FRAME. THE |
| | SQUARE FOOTAGE LISTED FOR THE EXTERIOR |
| | WOOD FRAME WALLS IS TOO MUCH. THE OWNER |
| | AND BUILDER INFORMATION LISTED IS |
| | INCORRECT. PLEASE CORRECT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
