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SLAB 12,MIN <br /> (2)#4 OONI <br /> 3'CLR SSS Number: <br /> ;�.RG <br /> s2403006 <br /> WIDTH SOIL Project Name: <br /> GR BEAM Pratt Plan <br /> TSF THICKENED SLAB FOOTING FOOTINGS REINF <br /> N.T.S. TSFA Owner: <br /> KLP,Inc <br /> MATCH HOAR`4 <br /> BEM STD 90°HOOK INN RFINF' <br /> ST9 STRAP E.S. INTERSECTING GR BFAM 1'-6" CORNER MRDALL Project Location: <br /> wl(B)I NAl15 OUTER RFINF 1602 106Wh PI SE, <br /> 4x4 POST TYP Everett,WA <br /> (06 D BEAM SPLICE) <br /> "'MAX <br /> A24 wl(4)IW POST <br /> Design Professional: <br /> (2)POWDER ACTUATED FASTENERS <br /> INN CONIC(1"EMBED) RQNF Joseph Tracy <br /> FrG WALLS <br /> BRG SOIL <br /> NOTE:V OF CS22 COILED STRAP AND(8)10d NAILS MAY BE USED IN LIEU OF THE ST9 MATCH HORIZ <br /> STD SIP GO R RFINF M <br /> INTEAECDNG GR BFAM rn <br /> PBF INTERIOR POST BEAM AND FOOTING ALIEANATEFABAR CORNER BAR o <br /> OUTER RFINF <br /> PBFA ~ <br /> N.T.S. RI REINFORCEMENT AT INTERSECTIONS <br /> N.T.S. RIAA `� N <br /> J v <br /> C <br /> NOIOVM1N xJ O <br /> HOEDOWN ANCHOR a AKIOR MIN(3)-Id TOENAILS MIN(3)-Bd TOENAILS <br /> e�mom IasrTOSILL BLKTOSiu 4~ix N <br /> i // RR SHEATHING w/ N <br /> e // FIR DIAPHRAGM fOd®4'acTO FAMGglIXG Z 3 <br /> FOUNDATION WALL I j� EMBEDDED STRAP = 3 <br /> rDEEPEN <br /> ON <br /> MINIMUM SIFM HEIGHT JOISTS 0 <br /> REQUIRED TO ACCOMMODATE FDN WALL 2xFOR(2)FU BLOCKS p ACES FDN WALL 0 <br /> ANCHORAGE PER )OLSTS FOR(2)FULL JOIST SPACES u <br /> HOLDDWN SCHEDULE <br /> OB JOIST BEARING IP JOIST PARALLEL <br /> PoOTING ATION AS REQD TOOR HOLDOWN NOTE:METAL FASTENERS LESS THAN Y2"0 SHALL BE HOT-DIPPED GALVANIZED WHEN IN CONTACT WITH P.T.LUMBER 10L__— NTO WALL c <br /> MHE MINIMUM HOLDOWN EMBEDMENT FTC FOUNDATION WALL TOP CONNECTIONS <br /> N.T.S. MHE N.T.S. FTCA <br /> A,£F^Pd <br /> y <br /> FTC FTC <br /> FOOTING SCHEDULE ss3oe gp <br /> CENTER UNDER CONCENTRATED LOAD U.N.O. �''f hlgpALE'`G� tia <br /> FOOTW6 SIg I REWaIRCEMIEM 1� SS/ONALEN r��tio <br /> ID WIDTH LENGTH THIC44ESS LONGrUDE TRANSVERSE #4 OONT 04B"oc wl <br /> (Transverse)(Longitude) (1)#4 wlin P.T.SILL PLATE #4 CONT 04r'ac w/ <br /> F1.6 1'-6" 1' #4's 2 #4's TOP 12"OF WALL gA.B (1)#4 wlln #4 CONTD 48'K w/ <br /> F2 2'-0" 2'-0" 10" 3 #4's 3 #4's TOP 12"OF WALL <br /> ^ (1)F ALL P.T.SILL PLATE This space reserved for <br /> B"U.N.O, CONIC STEM WALL TOP IY OF WALL gAB, governing jurisdiction stamps <br /> CIRD ON FIG,LNA, B"MIN <br /> ® k4 4N 48'a OONC STEM WALL <br /> VERTS CORNERS g GR4oE• 7 QN6N GARDE, B'•0"MAX FlN6H GAAOE, B"U.N.O. CIRD ON FTG,U.N.O. <br /> 1'•0"NAX A'i,Nnr <br /> 16°XIX INTERSECTIONSHOOKIFrG PoRr WAN MAX <br /> LONGITUDE RQNF STD NOOK IN FTG #4 C� THICK WALL MAX <br /> V-r 4'Hr 4'•fi MAX 16°MIN CONIC STAB #4OR Ir-6"MAX D 48"oc 2'•B" <br /> TRANSVERSE AfINF POST TO FIG FTG G WALL &ALL wlln FN 14N MAX � FOR 6" � LL ON GRADE INTERSECTIONS CORNERS <br /> w/ BFWI!!N <br /> ^ 41A 1HICKWALL MHOOK IN FfG GRADES 18" <br /> CONIC(TG 2°CUR MIN <br /> THICKNESS PER PIAN wl <br /> MIN(1)#4 CONT, �Co <br /> BACKFlLL #4 OONI <br /> U.N.O. _BRG SOIL wlin FTG <br /> FTG Q WALL CORNER NOTES: mNJFTG <br /> •DETAIL PER CODE FOR SW,SPGW,GP,GM,GCSM,SM3CANDMLSOILS16'xLENGTH -TEMPORARILY BRACE WALL IF BAO(FILLING BEFORE _ —'WIDTH (LONGITUDE) _BRG SOIL — _BRG SOd MIN(1)#4(TRANSVERSE) THE TOP CONN IS CONSTRUCTED ,W U . --- ORIGIN DATE; I1/17/2022 8 <br /> -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN ALL OTHER INFORMATION PER STANDARD ALL OTHER INFORMATION PER STANDARD EMSEDMENTS REVISED:Qt 3/6/2024 <br /> STANDARD DEEP SLAB PRESENT <br /> FLOOR LATERALLY SUPPORTS TOP OF STEM I NO LATERAL TOP SUPPORT <br /> PLYNTH ON FIG Fri UNDER SLAB ON GRADE <br /> FTG FOOTING TYPICAL FWS FOUNDATION WALL-STEM <br /> N.T.S. FTGC N.T.S. FWSA R g' <br />