| Date |
Text |
| 2004-12-15 00:00:00 | DENIED |
| | |
| | 1) THE THICKNESS OF THE STUCCO FINISH |
| | OVER THE METAL LATH ON THE SOFFITS IS |
| | INCORRECTLY SPECIFIED AS 1/2" THICK. FBC |
| | 2504.2.1 AND ASTM C 926 REQUIRES IT TO |
| | BE 5/8" APPLIED HORIZONTALLY AND 7/8" |
| | WHEN APPLIED VERTICALLY OVER METAL |
| | LATH. |
| | |
| | 2) THE ENERGY CALCS. LIST R-19 |
| | INSULATION IN THE CEILINGS AND THE PLANS |
| | SPECIFY R-30. |
| | |
| | 3) THE 2X6 WOOD FRAME EXTERIOR WALLS |
| | WITH R-19 INSULATION SPECIFIED ON THE |
| | PLANS ARE NOT INDICATED ON THE ENERGY |
| | CALCS. |
| | |
| | 4) ON SHEET S3 A SECTION THROUGH THE |
| | TENANT SEPARATION WALL OF UNITS 3 L AND |
| | R IS INCORRECTLY IDENTIFIED AS 8 ON S6. |
| | |
| | 5) THE LOCATION OF THE COLUMNS ON SHEET |
| | A9 DOES NOT MATCH THOSE ON S2. |
| | |
| | 6) SHEET S2 SHOWS HIP ROOFS OVER THE |
| | COVERED ENTRIES AT THE LEFT AND RIGHT |
| | SIDES. THE ELEVATIONS AND TRUSS LAYOUT |
| | INDICATE GABLE ROOFS. |
| | |
| | 7) THE TRUSS LAYOUTS AND DRAWINGS ARE |
| | REQUIRED TO HAVE THE ORIGINAL WET |
| | SIGNATURE OF THE TRUSS ENGINEER PER FAC |
| | 61G15-23.002. |
| | |
| | 8) MAKE CORRECTIONS TO TRUSS LAYOUTS AS |
| | NOTED BY THE DESIGNER OF RECORD. |
| | |
| | 9) THE GR01 AND GRO4 TRUSSES FOR THE |
| | UPPER ROOF DO NOT HAVE CONNECTORS |
| | SPECIFIED IN THE SCHEDULE THAT ARE |
| | ADEQUATE TO RESIST THE UPLIFTS SPECIFIED |
| | IN THE TRUSS DRAWINGS. PLEASE REVIEW |
| | TRUSS CONNECTOR SCHEDULE FOR REQUIRED |
| | RESISTANCES. |
| | |
| | 10) SUBMIT THE UL TEST REPORT FOR THE |
| | GAF SHINGLES. |
| | |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
