| Date |
Text |
| 2001-01-08 00:00:00 | PLAN #1, DESIGN COMPLIANCE STATEMENT |
| | HAS THE INCORRECT BASIC VELOCITY PRESSUR |
| | FOR A MEAN ROOF HEIGHT OF 18 FEET. |
| | DO NOT WRITE IN CHANGES SUBMIT REVISED |
| | PLAN.*** INSERT NEW PLAN IN SET *** |
| | |
| | |
| | THE SOILS REPORT NEEDS THE ORIGINAL |
| | SIGNATURE OF THE ENGINEER WITH DATE. |
| | |
| | |
| | THE REAR ELEVATION ILLUSTRATE A FIXED |
| | WINDOW IN THE MASTER BEDROOM. NOTE THAT |
| | THE WINDOWS IN ALL BEDROOMS ARE REQUIRED |
| | TO PROVIDE A MEANS OF EGRESS ACCORDING |
| | SECT 1005.4 SBC 1997.CLARIFY |
| | |
| | |
| | PROVIDE THE ENGINEER CALCULATION USED |
| | FOR DETERMING THE WIND PRESSURES FOR THE |
| | OVERHEAD GARAGE DOOR.NOTE THAT THE |
| | END ZONES ARE REQUIRED TO BE A MINIMUM |
| | OF 3 FEET WIDE.FOR THIS MODEL THE DOOR |
| | IS LOCATED IN THE END ZONE. |
| | SECT. 1606.2C SBC 1997 |
| | |
| | |
| | THE TRUSS ENGINEERING NEEDS TO SPECIFY |
| | THE DESIGN CRITERIA, EX SBC 1997, ASCE- |
| | 7-95.ALSO, THE MEAN ROOF HEIGHT DIFFER |
| | S FROM THE ENGINEERS DESIGNED ROOF |
| | HEIGHT OF 18' FEET. |
| | |
| | THE TRUSS ENGINEERING NEEDS THE RAISED |
| | SEAL AND ORIGINAL SIGNATURE OF THE |
| | ENGINEER, JULIUS LEE. |
| | |
| | THE TRUSS ENGINEERING AND LAYOUT NEEDS |
| | TO BE SPECIFY AND HAVE THE BUILDING |
| | ADDRESS. |
| | |
| | |
| | PROVIDE THE METHOD OF ATTACHING THE |
| | BEARING WALL TO THE SLAB.PROVIDE A |
| | ILLUSTRATION SHOWING THE HARWARE CONNECT |
| | ORS AT THE TOP AND BOTTOM. |
| | |
| | |
| | |
| | |
| | OK PER LOU HATTEN |
