Laserfiche WebLink
SSS Number: <br /> s2403007 <br /> TOPOFDBLTOPPLATE <br /> Project Name: <br /> 60'Pratt Duplex <br /> MAX HEIGHT OF Owner: <br /> FRAMED WALL TYPICAL FRAMING KLP,Inc <br /> 8'(U.N.O.)THICK <br /> STEM WALL <br /> g TOP OF CONC STEM Project Location: <br /> ST98TBAP AI #4S18D-E.2 1606 106th PI SE, <br /> w/(8)IOd NAILS HOOK 1"0MAX Everett,WA <br /> E. <br /> 30"0 MAX 6,-0„MAX <br /> 4x4 POST TYP A 2-#4�TOP <br /> (4)(6 @ BEAM SPLICE) L(4 <br /> STEM WALL <br /> 6'-0'M4X A14 w/(4)10d POST MAX TYP TOP OF STAB Design Professional: <br /> (2)POWDER ACTUATED FASTENERS QMIN)w/ <br /> [Joseph Tracy] <br /> INTO CONC(V EMBED) OOK <br /> FIG STEMWALL UNDEFIGR <br /> GARAGE SLAB <br /> E <br /> BIG SOIL TOP OF FFG <br /> 3'OR 10'k16"FIG wl <br /> -III— — TYP MIN344 CONT <br /> NOTE:T OF CS22 COILED STRAP AND(B)l0d NAILS MAY BE USED IN LIEU OF THE ST9ynCD <br /> INTERIOR POST BEAM AND FOOTING CONCRETE STEM = Cb <br /> N.r.s. PBFA RSCA C W Ln <br /> to fV <br /> J � <br /> = E <br /> 8 <br /> xo�nw.m � O1 <br /> HOEDOWN ANCHOR a Axoim MIN(3)-8d TOENAILS MIN(3)-8d TOENAILS N N <br /> ar®o® JOIST TO SILL BLK TO SILL In <br /> X= = N <br /> I ,I FUt SHEATHING w/ Z <br /> e I 1, FIR DIAPHRAGM XOd@4"ocTO FRMG B BLKG = W <br /> FOUNDATION WALL �� EMBEDDED STRAP O� <br /> MINIMUM STEM HEIGHT IY J06I8 O <br /> AEQUIREDTO A:COOMMODATE 2xTIGHT-FIT BLOCKS @ 48"oc <br /> r PON WALL FOTI WALL C71 <br /> ANCHORAGE PER I I JOISTS FOR FULL JOISTSPACES <br /> FKJIDOWN SCHEDULE <br /> JB JOIST BEARING JP JOIST PARALLEL Ln <br /> @) <br /> FOOTING I DEEPEN FOUNDATION AS REQD TO 0 <br /> ACCOMODATE FOR HOLDOWN NOTE:METAL FASTENERS LESS THAN%"0 SHALL BE HOT-DIPPED GALVANIZED WHEN IN CONTACT WITH P.T.LUMBER <br /> L——— EMBEDMENTS INTO WALL <br /> MHE MINIMUM HOLDOWN EMBEDMENT I FTC I FOUNDATION WALL TOP CONNECTIONS <br /> Li U <br /> N.T.S. MHE N.T.S. FTCA p� UN�fP <br /> y <br /> FOOTING SCHEDULE FTC FTC 6saoa <br /> CENTER UNDER CONCENTRATED LOAD U.N.O. <br /> A <br /> I'aOTIIC SIZE R EMR)RCEf4ENT ram. �fSS/O ALV <br /> ID (Tarsverse)(Longbude THICKNESS LONGITUDE TRANSVERSE GN F 1 #4 WNI@4B'oc w/ p,T.9LL PLATE k4 CONT@48'acw/ A\p\ <br /> F35 1'-6" 1'-6" 8" 2 AN's 2 #4's FOOTINGS � (1)#4 wAn BA.B. (1)#4w/in <br /> TOP 12'OF WALL TOP 12"OF WALL #4 OONT @ 48"oc w/ <br /> F2 2'-O" Z-O" 10" 3 AW's 3 #4's <br /> (1)#4 w/In P.T.SILL PLATE This space reserved for <br /> 8'U.N.O. CONC STEM WALL TTOP l2'OF WALL governing] P <br /> GIRD ON FIG,U.N.O. 8'MIN BAE overnin jurisdiction stamps <br /> T <br /> #4 @ 48'a CONC STEM WALL <br /> MATOI HORTZ�• �BLN . 8�� 8"U.N.O. CTRD ON FIG,U.N.O. <br /> VER18,CORNERS ..GRADE, FINISH GRADE, <br /> '4 9'•0'MAX .Yiv.., 2-. <br /> SID 90°HOON INTO REWF:-. 16,E INTERSFOTIONS w/ FORB'MIN <br /> LONGITUDE REINF INIERSECTUJG GRBFAM I-6" CORNER BAA@ALL STDHOOKINFTG #4 OONT THICKWAII MAX <br /> OR TRANSVERSE REINF OUTER REINF w/ln FIG 18" 8'-0" 4'"0' 4'6'MAX 18'MIN CONC BL1B #4 @ 4B'a 2"0' <br /> POST TO FIG FTG @ WALL MIN MAX MAX VE0.15,CORNEAS B MAX <br /> 840ffILL FOR 6" 6ACIffILL ON GRADE IWEASECTIONSw/ BETWEEN <br /> THICK WALL <br /> THICIWE55 PECO NFIG^ 2'CIR STD HOOK IN FTG GRADES 18" <br /> MIN <br /> REINF MIN(1)#4 COM, 3"CLR B4CXF[LL #4 LONE <br /> WALLS U.N.O. BRG wR II wlin FIG <br /> FTG @ WALL CORNER NOTES: <br /> -DETAIL PER CO2DE FOR SW,SP,GW,GP,GM,GC,SM,SM-SC AND ML SOILS WXC <br /> LENGTH 16"x B'w/ <br /> (LONGITUDE) -TEMPORARILY BRACE WALL IF B.ACKF[LLING BEFORE <br /> V2mDl w ERG BOIL MIN(I)i4CONi, _ _ o <br /> THE TOP CONN IS CONSTRUCTED mrr�rr— — U.N.O. ORIGIN DATE: B/16/2822 .� <br /> -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN ALL OTHER INFORMATION PER STANDARD ALL OTHER INFORMATION PER STANDARD <br /> (TRANSVERSE) o <br /> y6.TU 90"NOOK INTO MATCH HiF EMBEDMENTS REVISED:Q2 4/4/2024 al <br /> INTERSECTING GR BEAM STANDARD DEEP SLAB PRESENT <br /> ALTERNATE FA BAR 1'•6" CORNER BAR @ALL � <br /> PLYNTH ON FM FTG GRADE <br /> OUTER REINF FLOOR LATERALLY SUPPORTS TOP OF STEM I NO LATERAL TOP SUPPORT <br /> UNDER SLAB ON <br /> FTG FOOTING,TYPICAL RI REINFORCEMENT AT INTERSECTIONS FWS FOUNDATION WALL-STEM S2 , 2 <br /> N.T.S. FTGC I I N.T.S. RIAA N.T.S. FWSA o <br />