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FOUNDATION PLAN NOTES
<br /> 1. GENERAL 2. FOUNDATIONS 3. SLABS 4. WALLS AND COLUMNS ABOVE %` -
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<br /> 1.1. ELEVATION AT TOP OF SLAB SHALL BE PER ARCH. 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: UND
<br /> ELEVATION AT TOP OF FOOTING SHALL BE 1'-6" BELOW TOP OF SLAB, UNO. AND GEOTECHNICAL REPORT. '
<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 SAHL
<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
<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 1201 First Avenue S outh, Suite 310
<br /> REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. SHEARWALL REQUIREMENTS. FRAME ALL SHEARWALL INTERSECTIONS PER TYPICAL DETAILS.
<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. 3 206-402-5156 wwwlundopsahl.com
<br /> DRAWINGS FOR DIMENSIONS NOT SHOWN. PLACE JOINTS IN A MANNER THAT DIVIDES THE SLAB INTO RECTANGULAR AREAS 400 SQUARE
<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 /> Project Information
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<br /> rn ,L y 1 PERMIT SET 12/21/2018
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<br /> OJ OGc, "; s DOH CRS RESPONSE#1 01/28/2019
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<br /> - - [1 * . A CITY RESPONSE#1 03/29/2019
<br /> C \ ilik- - II - I n CITY RESPONSE#2 05/31/2019
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<br /> FILL(E)WINDOW Sheet Title
<br /> 53.02 1 ---- , OPENING PER 2/S6.02
<br /> LEGEND , I r F NORTH ADDITION
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<br /> ,"""""""""'4' SHEAR WALL PER SHEAR WALL SCHEDULE S6.01 I FOUNDATION PLAN
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<br /> ON S6.01 I ,
<br /> STRUCTURAL BEARING WALL PER TYPICAL
<br /> WALL FRAMING ON S6.01
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<br /> USE (2) 2x MIN HOLDOWN STUDS; SEE S6.01 4
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<br /> FROM THIS LEVEL
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<br /> Scale: 1/8" ATION= 1'-0" PLAN - NORTH ADDITION
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