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hilliniiiill <br /> HAREZLAK <br /> ENGINEERING <br /> HAREZLAK ENGINEERING O O O <br /> 11745 87th Ave.S. <br /> Seattle,WA 98178 <br /> 52'-0' <br /> / / PH:360.224.0627 <br /> / 29'-6' / 22'SZ' / E:phil@harezlakengineering.com <br /> CONSULTANT STAMP. <br /> CONC.PAD PER I \,'oF .44 <br /> PLAN NOTE 7 ?� l� <br /> LIGHT WELL I , i <br /> RETAINING WALLS r—, r—, °PANT ssTi �`" <br /> PER 121S3.1,TYP. 10 I 10 I — — — — — 0 TA eC/S 06-oG'a <br /> SEE PLANNOTE8 r ^ L-J L-J r T 'S,ONAL 6N <br /> 1 10/53.0 I ;' 06.17.2022 <br /> Ilh�� r--� <br /> I I 1 I I I I 1 I <br /> O 1 I I I — — I I I — — — — — 1 CO PNr <br /> j j j j 12JS3.0' A A �j— j j <br /> O -J L--J L J L--J L <br /> A 1 I 1 I SEISMIC FORCE RESISTING SYSTEM LEGEND <br /> L 1 1, <br /> 1 1, SW-X SHEAR WALL TYPE'X'PER SCHEDULE B/S4.0 <br /> I; <br /> I' <br /> 41S3A 1 I I I HOEDOWN TYPE'X PER SCHEDULE 12IS4.0 <br /> I - I.' <br /> ,I II. fn ———— SHEAR WALL ABOVE,PER S2.1 <br /> 1 I <br /> cn <br /> I. <br /> I 31S3.0 Ii0C ` LEGEND U <br /> .L_----- --- ///III "' — J1 Z <br /> `. `? 1 4'SLAB-ON-GRADE PER PLAN NOTE 5 LLI <br /> CI <br /> j __--- --- _ FOUNDATION PLAN NOTES: W <br /> 1 A 1t <br /> I I 1. TOPS OF ALL EXTERIOR FOOTINGS ON THIS PLAN SHALL BE BURIED BELOW IIX <br /> I 48'SQ.x 12'DP CONC. I`, L FINISHED GRADE AS SHOWN IN THE DETAILS.FOOTINGS SHALL BEAR ON • <br /> ! Bos1#4 EW L I, CO DENSE NATIVE MATERIAL,AS THERE IS NO GEOTECHNICAL ENGINEER ON V <br /> -----------------------1 i I--- --- 1 A J <br /> A 1 I THE PROJECT,CONTRACTOR TO VERIFY SUITABLE SOIL CONDITIONS. <br /> I I' I 2. FINAL SITE GRADES TO BE DETERMINED BY THE CONTRACTOR. <br /> t -" -- I ^ CONTRACTOR SHALL COORDINATE UNDERSLAB PIPING REQUIREMENTS AS <br /> L :It I m SHOWN IN 6/S3.0. <br /> ', I Q <br /> L !.1_ J' 3. POSTS AND STUD PACKS SHALL BE CONTINUOUS TO FOUNDATION.TYPICAL LLI M <br /> CO _ L L - ':1-1_-. _ `.:1 i - -- _J _ © STUD WALLS SHALL BE FRAMED USING HEM-FIR#2 2x STUDS @ 16"O.C., <br /> ce O <br /> U.O.N. W N <br /> 12/S3.0 SLAB-ON-GRADE O y CO <br /> PER PLAN NOTE 5 4. TYPICAL FOOTING TO BE 2a'w x 1r DP.CONC.STRIP FTG.wl(B)#4 CONT. 1VVV_!!! <br /> LIGHT WELL RETAINING BOTTOM AND#4 @ 16"O.C.TRANS.TYP.STEM WALL TO BE 8"STEM WALL wl 0 <br /> WALLS NOT SHOWN HERE [—� —� 1 <br /> I D 1 10 I #4 @ 12"O.C.E.W.,TYP. _ <br /> AS SITE PLAN WAS NOT ^ L-J L-J o 2 I- <br /> PROVIDED.INSTALL LIGHT 101S3.0 5. SLAB-ON-GRADE SHALL BE 4'THICK wl WWF 6x6-W2.1xW2.1 MID-DEPTH OR $ Pg IN <br /> WELL WALLS PER 121S3.1 (V N#4 @ 16'O.C.E.W.MID-DEPTH,U.O.N.PROVIDE VAPOR BARRIER BELOW o c W <br /> AS NEEDED SLAB AS REQUIRED AND PER 2/S3.0.INSTALL CONSTRUCTION AND z a' CO O: <br /> � I <br /> CONC.PAD PER .. .. CONTROL JOINTS PER 2/S3.0. J M ; <br /> PLAN NOTE 7 & COCO §r W <br /> 6. ALL CONNECTIONS AND CONNECTORS IN CONTACT WITH <br /> PRESSURE-TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR REVISIONS. <br /> STAINLESS STEEL,PER GENERAL STRUCTURAL NOTES. <br /> 7. CONTRACTOR TO POUR 4"PAD AT FRONT ENTRY STAIR FOR STRINGER TO <br /> CONC.CONNECTION. <br /> 8. LIGHT WELL GRADE FINISHES AND DRAINAGE BY OTHERS.SHOULD <br /> REQUIRED RETAINED HEIGHT EXCEED SCHEDULE,CONTACT HAREZLAK p REv.1 06.17.2022 <br /> ENGINEERING FOR REDEISGN. NO. DESCRIPTION DATE <br /> PROJECTNUMBER: <br /> 9. FLOOR FRAMING ABOVE BASEMENT WALLS TO BE INSTALLED <br /> AND FRAMED PRIOR TO BACKFILLING. zz <br /> -060 ISSUE DATEATS <br /> 05.232022 <br /> CURRENT RENSION: <br /> PERMIT <br /> SHEET NAME: <br /> BASEMENT/ <br /> FOUNDATION <br /> A II BASEMENT/FOUNDATION PLAN PLAN <br /> SCALE:1/4"=1'-0" <br /> SHEET NUMBED <br /> S2.0 <br />