GENERAL NOTES:                                                                          


1.	CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT. VERIFY ALL EXISTING FIELD CONDITIONS. ANY ADVERSE SITUATIONS SHALL BE REPORTED TO ARCHITECT.

2.	ALL FOOTINGS SHALL BE FOUNDED IN NATURAL, UNDISTURBED SOIL.

3.	ALL CONCENTRATED DRAINAGE AND ROOF WATER SHALL BE CONDUCTED TO THE STREET IN AN APPROVED DEVICE.

4.	ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD.

5.	ANCHOR BOLTS - 1/2"Ø  X 10" LONG AT 6'-0" (12" MIN FROM ENDS) EMBEDDED 7" IN CONCRETE.

6.	ALL FRAMING LUMBER SHALL COMPLY WITH STANDARDS OF THE WEST COAST LUMBER INSPECTION BUREAU, ALL SHALL BE GRADE MARKED:

	SILLS				PRESSURE TREATED D. FIR.
	
	LIGHT FRAMING,	JOISTS:		DOUGLAS FIR NO. 2.
	
	BEAMS & POSTS:			DOUGLAS FIR NO. 1.

7.	NAILING SHALL COMPLY WITH THE BUILDING CODE.

8.	ALL FRAMING MEMBERS SHALL BE ARRANGED AND SPACED TO PERMIT THE PLACEMENT OF DUCTS, PIPES, CONDUITS, ETC., WITH A MINIMUM OF CUTTING OR NOTCHING. ALL NECESSARY CUTTING OR NOTCHING SHALL BE APPROVED BY THE BUILDING INSPECTOR.

9.	PROVIDE 3/4" STR. I PLYWOOD SHEATHING AT CORNERS AND EVERY 25 LINEAL FEET OF WALL.

10.	ALL HEADERS AND BEAMS SHALL HAVE A MINIMUM BEARING SURFACE OF 1 1/2".

11.	ALL STUD WALLS SHALL BE BLOCKED AT MID HEIGHT OF WALL. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS, AND ALL SUPPORTS.

12.	PROVIDE 15 POUND FELT UNDER ALL EXTERIOR FINISHES.