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FOUNDATION PLAN NOTES
<br /> 1. GENERAL 2. FOUNDATIONS 3. SLABS
<br /> 4. WALLS AND COLUMNS ABOVE
<br /> 1.1. ELEVATION AT TOP OF SLAB SHALL BE PER ARCH.
<br /> 2.1. EXCAVATE, BACKFILL,AND PREPARE SOILS AS REQUIRED PER STRUCTURAL GENERAL NOTES 3.1. TYPICAL SLAB ON GRADE SHALL BE 4" THICK WITH #3 @ 18" OC EACH WAY AT CENTER OF SLAB. 4.1. STRUCTURAL WALL STUDS AT THIS LEVEL SHALL BE AS FOLLOWS, UNO: (,
<br /> ELEVATION AT TOP OF FOOTING SHALL BE 1'-6" BELOW TOP OF SLAB, UNO. AND GEOTECHNICAL REPORT. t �
<br /> 3.2. UNLESS NOTED OTHERWISE IN A GEOTECH REPORT, SLAB-ON-GRADE SHALL BE PLACED OVER 6" EXTERIOR WALLS 2x6 @ 16" OC .
<br /> FOOTING ELEVATIONS SHOWN ARE FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY. 2.2. STEP FOOTINGS FOR UNDERGROUND PIPING AND AS REQUIRED PER TYPICAL STEPPED FOOTING OF COMPACTED, FREE-DRAINING,WELL GRADED SAND OR SAND &GRAVEL CAPILLARY BREAK. INTERIOR WALLS 2x6 @ 16" OC
<br /> FINAL ELEVATIONS SHALL BE DETERMINED BY ON-SITE VERIFICATION BY SOILS ENGINEER, DETAIL. USE 10 MIL VAPOR BARRIER OVER CAPILLARY BREAK AT INTERIOR SPACES. DO NOT PUNCTURE AHL
<br /> BUT SHALL NOT BE SHALLOWER THAN THOSE SHOWN ON THIS PLAN. VAPOR BARRIER. REPAIR ALL TEARS AND HOLES. SEE DETAIL SHEET S6.01 FOR TYPICAL WALL FRAMING REQUIREMENTS AND FOR TYPICAL
<br /> REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. SHEARWALL REQUIREMENTS. FRAME ALL SHEARWALL INTERSECTIONS PER TYPICAL DETAILS. 1201 First Avenue South, Suite 310
<br /> 3.3. PROVIDE CONTROL OR CONSTRUCTION JOINTS ON ALL COLUMN LINES,AT ALL RE-ENTRANT Seattle, Washington 98134
<br /> 1.2. GRID LINES ARE TO FACE OF STUD AND CENTERLINE OF COLUMN. REFER TO ARCHITECTURAL CORNERS, AND AT A MAXIMUM SPACING OF 30x SLAB THICKNESS. 4.2. USE (1) KING STUD AND (1)TRIMMER STUD AT EXTERIOR HEADERS AT THIS LEVEL, UNO. /\ 206-402-5156 www.1undopsahl.com
<br /> DRAWINGS FOR DIMENSIONS NOT SHOWN. PLACE JOINTS IN A MANNER THAT DIVIDES THE SLAB INTO RECTANGULAR AREAS 400 SQUARE '-3
<br /> FEET OR LESS.AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. 4.3. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS SW6 PER TYPICAL SHEAR WALL SCHEDULE, UNO.
<br /> ALL JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION.
<br /> REFER TO TYPICAL SLAB JOINT DETAIL. 3 , 4.4. WALLS PARALLEL TO TRUSSES SHALL BE BRACED TO THE ROOF PER 9/S6.05.
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<br /> SHEAR WALL PER SHEAR WALL SCHEDULE � T '- Y '"
<br /> SOUTH ADDITION
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<br /> ON S6.01 = FOUNDATION PLAN
<br /> STRUCTURAL BEARING WALL PER TYPICAL - T rir r -
<br /> WALL FRAMING ON S6.01
<br /> ♦--- HDU SIMPSON TENSION TIE HOLDOWN c
<br /> USE (2) 2x MIN HOLDOWN STUDS; SEE S6.01 i 1I I I Ii:i Sheet Number
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<br /> FOUNDATION PLAN — SO ADDITION
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