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EM <br /> Ye"x 1 Yz"PREMOLDED CONT. <br /> MASTIC JOINT STRIP.(JOINT ■ <br /> MAYBE SAW-CUT AT <br /> CORNER BARS TO MATCH CONTRACTORS OPTION.) <br /> I ■ <br /> CORNER BARS TO CROSS WALL HORIZ. SHEATHING AND SHEAR WALL PRESSURE TREATED SILL PLATE H A R E Z LA K <br /> MATCH HORIZ.REINF. REINF.(ALT.HOOKS) I PROVIDE CONTROL OR • EDGE NAILING PER SHEAR AND ATTACHMENT PER SHEAR PANEL EDGE NAILING <br /> CONSTRUCTION JOINTS IN • <br /> WALL SCHEDULE(SEE ARCH. WALL SCHEDULE(MIN.2x SILL <br /> III=1115PER PLAN TO BLKG.,TYP. ENGINEERING <br /> SLABS-ON-GRADE TO BREAK UP DWGS.FORSHEATHINGAT PLATE wI B'OANCHORBOLTS@ <br /> I HARQLAK ENGINEERING <br /> CONTROL JOINT SLAB RE GRADE INTO SMALL NON-SHEAR WALLS) 48'O.C.wl PLATE WASHERS 3x3xY"; 11745 87th Ave.S. <br /> SQUARE OR APPROXIMATELY EMBED MIN.7"INTO CONC.AT <br /> SECOND POUR FIRST POUR RECTANGULAR AREAS.NO ACUTE SLAB-ON-GRADE I Seattle,WA 98178 <br /> ADDITIONAL ANGLES.THE RATIO OF LONG TO PER PLAN I NON-SHEAR WALLS) (2)LAYERS OF I�! _ __ <br /> KEYED COLD JOINT SHORT SIDE DIMENSION SHALL NOT I'""� tT"" i PH:360.224.0627 <br /> VERT.BARS SEE PLAN FOR SLAB BUILDING PAPER y E: hil@harezlaken ineerin com <br /> EXCEED H LNOTEX JOINT _ III I I P 9 9 <br /> THICKNESS AND CONTINUERO REINF. SPACING SHALL NOT EXCEED 36 � CONSULTANT STAMP. <br /> REINFORCING(TYP.) THROUGH JOINT TIMES THE SLAB-ON-GRADE • I I <br /> CROSS THICKNESS IN EACH DIRECTION. _III=III •- a a <br /> • WALL o• �•00�. ••00� '07,V oO. _ \P HAR <br /> CONTRACTOR SHALL SUBMIT JOINT Oi •o._ o•_ e s.oc AAS,, <br /> T� LAYOUT PLAN TO ARCHITECT FOR = _111_I__III, a II1E111=I11E = 4'-0"MIN.LENGTH OF LSL ? ��/�., <br /> 180°HOOK.HOOK ` APPROVAL J = HIM tI=III=III-III BLKG.@ 24"O.C. , t�;•/ � <br /> e tt&3 <br /> MAY BE SKEWED TOP FLANGE HANGER P."'" <br /> TO MAINTAIN COVER 111=111_ B ?m°° =1 = U V-4' (2)#4 HORIZ. TO MATCH BLKG.SIZE �o e�sTERE� ? <br /> -� FOOTING TO BEAR �A S/ONAL EN <br /> 2'-0 PLASTIC VAPOR BARRIER B.. <br /> SINGLE CURTAIN DIRECTLY ON N <br /> (WHERE OCCURS)AND NOTE:SEE JOIST M <br /> COMPACTED GRANULAR SUITABLE SEE PLAN FOR SPREAD PERPENDICULAR DETAIL(BELOW) 06.17.2022 <br /> CONSTRUCTION JOINT BEARING SOILS FOOTING AT INTERIOR FOR FOUNDATION AND PAH <br /> FILL PER GEOTECHNICAL REPORT POST LOCATION FOR <br /> PLAN VIEW SIZE AND REBAR INFORMATION NOT NOTED <br /> r <br /> TYPICAL CORNER BAR AND WALL END BAR ARRANGEMENT SCALE:NONE 1 TYPICAL SLAB-ON-GRADE JOINTS SCALE:NONE 2 TYPICAL INTERIOR WALL FOUNDATION(THICKENED SLAB) SCALE:NONE 3 y TYPICAL FOUNDATION-IJOIST PARALLEL SCALE:NONE I 4 <br /> AT CONCRETE WALLS OR FOOTINGS <br /> A <br /> PIPE SLEEVES <br /> , AS REQUIRED. 3x SILL PLATE AND , <br /> N ATTACHMENT PER 1/S4.0,RIP PANEL EDGE <br /> PLATE TO MATCH WIDTH OF 2• ; <br /> a HOOK SLAB REINF. CONC.FOUNDATION WALL NAILING PER PLAN <br /> • y I W <br /> F= _ _ FINISH GRADE 2" SLAB ON GRADE&REINF. SHEATHING AND SHEAR I SHEATHING PER PLAN V <br /> p'- E _IE - PER ARCH. PER PLAN(SLOPE PER ARCH.) WALL EDGE NAILING PER Z <br /> E CLR. SHEAR WALL SCHEDULE <br /> o� `. in W <br /> At <br /> DO NOT BACKFILL UNTIL �i-_�.a CI <br /> P,Elo o. P ALL FLOOR FRAMING „ ���—�—� — <br /> �a•�°°Oo �'oogo AND SHEATHING IS ,j, W <br /> Mt," <br /> l' o z •i°a o°Oo COMPLETE • z Aril! <br /> 7 -- 1 IX <br /> ,�� EXCAVATION o 1 =111'—III A <br /> z = NOT ALLOWED JOIST& J <br /> BELOW THIS ¢ X'� <br /> z 2'-0" V-6" `„ <br /> i�,�lollI .(2)#4 HORIZ.TOP ORIENTATION <br /> LINE Cis <br /> 1 L •J (2)#4 HORIZ. PER PLAN <br /> •MIN. MIN. 11111 LAYERS OF <br /> TYPICAL FOOTING PER 11/S3.0 BUILDING PAPER TOP FLANGE HANGER <br /> PER PLAN <br /> NOTE: MIN. <br /> PIPES MUST RUN <br /> PERPENDICULAR THROUGH Z y p <br /> WUjiel <br /> WALL(NOT SKEWED) <br /> TYPICAL PIPE AND TRENCH LOCATIONS O Q <br /> DETAIL SCALE:NONE 5 crsio NONE 6 TYPICAL THICKENED SLAB AT DOOR SCALE:NONE 7 -, O <br /> PERPENDICULAR TO FOOTING o 2 <br /> o <br /> z n a co Ce <br /> POST PER PLAN EQ.' / EQ.' SLAB-ON-GRADE _J r W <br /> z PER PLAN ° m 0- UI <br /> SHEATHING AND SHEAR PRESSURE TREATED SILL PLATE #4 @ 12'O.C.HORIZ U <br /> SIMPSON ABA POST WALL EDGE NAILING PER I AND ATTACHMENT PER 1/S4.0 =*- <br /> ,.., #4 x 30"EPDXY REVISIONS: <br /> BASE w/EXPANSION SHEAR WALL SCHEDULE g #4 @ 12"O.C.VERT. q�EMBED 24"O.C. <br /> #3 TIES @ 6"O.C.; BOLT PER MFR. I SLAB DOWEL ( ) <br /> (2)AT TOP #4 @ 16"0.C.VERT. #4 x @ 16"O.C. <br /> • <br /> 33/CHAMFER PLINTH EDGES ALTERNATE HOOK <br /> f <br /> \ <br /> DIRECTION INSULATION WHERE <br /> I OCCURS4 ,(SEE ARCH. ��i rl: 0°'IP:•co.°° <br /> `N,___ T/PLINTH - 1 o o�_ ��Oo p Rev., OATS n <br /> (4)#4 VERT. �; #4 @ 12"O.C.HORIZ. DRAWINGS) geo T- NO. DESCRIPTION DATE <br /> 10"x10"PLINTH 1 a� ._.. <br /> Z. <br /> Z -�— \ * I_ PROJECT NUMBER: <br /> - T/GRADE 7 i . z =1-I I <br /> 111=1LI�11 111=111E VARIES m • •�ij, INSULATION zzuw <br /> .41 z.4 • PER ARCH. ISSUE DATE <br /> 11"CLR. _ o a = ; o�o° SLAB-ON-GRADE FOOTING DRAIN PER <br /> z (WHERE OCCURS) 05.23.2022 <br /> =IIIEIIIE''E PER PLAN CURRENT REVISION: <br /> _� TYP z w D E—_ ARCH.,CIVIL,OR <br /> RIM b <br /> '9 CO_ 'o • 11 CONTRACTOR (3)#4 HORIZ. PERMS' <br /> m o (2)#4 HORIZ.TOP <br /> z '•'• — (2)#4HORIZ. DOWELS TO SHEETNAME <br /> 4 <br /> m a o�•���p�� MATCH VERTICAL <br /> B/FTG. "Lr�"iI _ REINFORCEMENT • 8° EQ. FOUNDATION <br /> II=III= 4FOOTING DRAIN,PER -. (ALTERNATE HOOK <br /> 18"SQ.CONC.FTG.w/ ARCH.,CIVIL OR 2, c� DIRECTION) 2'-0 , DETAILS <br /> NOTES: (3)#4 E.W.BOT. CONTRACTOR CLR. <br /> FASTEN ALL SIMPSON HARDWARE PER MFR.SPEC. <br /> 4x4 POST PROVIDEY"0 x 6'EXPANSION BOLT 5'-0" IN. 4" 4' <br /> 6x6 POST PROVIDE s/"0 x 6'EXPANSION BOLT TO DA IGHT ' <br /> SHEET NUMBER <br /> DETAIL SCALE:NONE 9 TYPICAL PLINTH FOOTING SCALE:NONE 1 0 TYPICAL PERIMETER WALL FOUNDATION AT SLAB-ON-GRADE SCALE:NONE 1 1 TYPICAL FOUNDATION-I-JOIST PERPENDICULAR SCALE:NONE 112 53.0 <br /> A <br />