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52'-0" <br />O <br />M <br />--------------------------------------------- <br />I <br />I <br />I i I <br />I I <br />I II I <br />I I <br />I I I <br />I I I <br />I I <br />I <br />I I I <br />I I I <br />I I I <br />T o I I <br />I M I I <br />M I I <br />i---------------------------------------- <br />------------------------------------------------------- . ---I <br />I <br />I I I <br />I I <br />I I I <br />I I I <br />I I I <br />I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />IL----------------------------------------J <br />I <br />L------------------------ ------------------------------------------------------ <br />o <br />of <br />BASEMENT/FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />V <br />v <br />N <br />SEISMIC FORCE RESISTING SYSTEM LEGEND <br />SW-X SHEAR WALL TYPE'X' PER SCHEDULE 8/S4.0 <br />A HOLDOWN TYPE'X' PER SCHEDULE 12IS4.0 <br />— — — SHEAR WALL ABOVE, PER 52.1 <br />LEGEND <br />0 4" SLAB -ON -GRADE PER PLAN NOTE 5 <br />FOUNDATION PLAN NOTES: <br />1. TOPS OF ALL EXTERIOR FOOTINGS ON THIS PLAN SHALL BE BURIED BELOW FINISHED GRADE AS <br />SHOWN IN THE DETAILS. FOOTINGS SHALL BEAR ON SUITABLE COMPACTED FILL OR DENSE <br />NATIVE MATERIAL, AS THERE IS NO GEOTECHNICAL ENGINEER ON THE PROJECT, CONTRACTOR <br />TO VERIFY SUITABLE SOIL CONDITIONS. <br />2. FINAL SITE GRADES TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL <br />COORDINATE UNDERSLAB PIPING REQUIREMENTS AS SHOWN IN 6/S3.0. <br />3. POSTS AND STUD PACKS SHALL BE CONTINUOUS TO FOUNDATION. TYPICAL STUD WALLS SHALL <br />BE FRAMED USING HEM -FIR 42 2x STUDS @ 16" O.C., U.O.N. <br />4. TYPICAL FOOTING TO BE 16"W. x 8" DP. CONIC. STRIP FTG. w/ (2) #4 CONT. BOTTOM AND #4 @ 16" <br />O.C. TRANS. TYP. STEM WALL TO BE 8" STEM WALL w/ #4 @ 12" O.C. HORIZ., TYP. <br />5. SLAB -ON -GRADE SHALL BE 4" THICK w/ WWF 6x6-W2.1xW2.1 MID -DEPTH OR #4 @ 16" O.C. E.W. <br />MID -DEPTH, U.O.N. PROVIDE VAPOR BARRIER BELOW SLAB AS REQUIRED AND PER 2IS3.0. INSTALL <br />CONSTRUCTION AND CONTROL JOINTS PER 21S3.0. <br />6. ALL CONNECTORS IN CONTACT WITH PRESSURE -TREATED LUMBER TO BE HOT -DIPPED <br />GALVANIZED OR STAINLESS STEEL, PER GENERAL STRUCTURAL NOTES. <br />7. CONTRACTOR TO POUR 4" PAD AT FRONT ENTRY STAIR FOR STRINGER TO CONIC. CONNECTION. <br />Frmm <br />HAREZLAK <br />ENGINEERING <br />HAREZLAK ENGINEERING <br />11745 87th Ave. S. <br />Seattle, WA 98178 <br />PH: 360.224.0627 <br />E: phil@harezlakengineering.com <br />CONSULTANT STAMP: <br />W <br />7V <br />W <br />N <br />W <br />V <br />J <br />J <br />J <br />Q <br />W �y <br />� o <br />Z N 00 <br />O <br />O x3 <br />o F , <br />W <br />0o w <br />G J G r w <br />m r W <br />REVISIONS: <br />N. DESCRIPTION DATE <br />PROJECT NUMBER: <br />22-060 <br />ISSUE DATE <br />0s.xx.2022 <br />CURRENT REVISION: <br />PERMIT <br />SHEET NAME' <br />BASEMENT/ <br />FOUNDATION <br />PLAN <br />SHEET NUMBER: <br />S2.0 <br />