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W1 <br />UNIT 21 JI <br />�11 <br />�I <br />I <br />I <br />I <br />19 7 19 I 19 <br />S08 S08 SOB i SOB <br />I <br />UNIT 24 <br />UNIT 23 <br />UNIT 22 <br />a§ <br />Z <br />; <br />0. <br />Jt-16 <br />-" §0. <br />S08 <br />rig7 <br />SO6 S08 <br />19 <br />S08 <br />19 7 <br />SO6 S08 <br />19 <br />S08 <br />19 <br />SOB <br />7 19 <br />SOB SOB <br />B1(F) <br />8/S08 <br />C4NIT. <br />SIM <br />5Yzx7Y2 GLB <br />HDR <br />HDR <br />5Y2>r7Yz GGLB <br />HDR <br />i 5Y7YGLB <br />8/S08 <br />oA <br />I <br />4 <br />4 <br />2 <br />B2/82.5 F <br />7 4 <br />4 <br />22x - <br />SY <br />SOB <br />S08 <br />__ -_ -_ <br />__ . - <br />. _ . _ <br />HGR PER i/ <br />HGR PER <br />-- <br />SCHD <br />SCHD <br />�- <br />yIy <br />S08 <br />rq <br />'� <br />auZl <br />r <br />z'4 <br />� a <br />W'.z <br />a � <br />zW <br />2 2x4 <br />\ / <br />". �a <br />J1-18 <br />ie <br />J7-18 <br />3 <br />4 3 _ <br />J1.18 <br />4a <br />o Jb19.2 <br />a� <br />2/- <br />82/ <br />- <br />SOB <br />'� <br />S08 <br />SOB <br />B2.5 (F) <br />B2.5 (F) <br />CONT., B11F� _ <br />CONT. Bi (F)SPACING <br />e= <br />CONT. Bi (FL � <br />� <br />ADJUST JOIST <br />RED <br />To ACCOMMODATE <br />PLUMBING (TYP)TE <br />2 <br />, <br />4 <br />B1 (F) <br />H. PER , <br />sc;D <br />IAI <br />HGR PER <br />. sceo <br />??x4 <br />132182.5 (F(F) <br />4 <br />22 <br />? <br />B21 B2.5 (F) <br />B2/B2.5 (F) <br />N4 <br />2 <br />B21 B2.5 (F) <br />+Q <br />ti9 <br />HOR PER <br />SCHD <br />Hi PER <br />SCHD <br />HGR PER <br />3CH0 <br />D J7.189� <br />'92 <br />82.5 (F <br />AEJUSTJOIST <br />\ <br />SPACING AS REO'D <br />TOACCOMMODATE <br />PLUMBING (TYP) <br />? 4 <br />81 (F) <br />HGR PE <br />an <br />82 / B2.6 (F) - - <br />RI <br />B2.. <br />ADJUST JOIST <br />SPACING AS RED D <br />TO ACCOMMODATE <br />PLUMBING(TYP) <br />? 4 <br />B1 (F) <br />HGR <br />OED) PER I ' (SHADED) PER <br />I NO-4 J1.19.2 CONT. 83 (F) 4 G PUNNOTEI Jt-19.2 27 <br />CONT. 61 (F) <br />4x8(DROPPED) <br />HDR P HDR <br />WALL SHOO CENT. ? MONO � WALL SHTG NENT LP1-2 > <br />a ALL S'RNER TRUSS 8lSO6 T THRU CORNER <br />a.. SIM <br />c u4 <br />BLOCKED <br />DIAPHRAGM <br />R <br />_ FOR <br />HDI <br />\/ <br />PPIANNOTE1 <br />_ Ji-19.2 <br />CONT 83 (F) <br />2/J1-19.2 <br />i <br />ADJUST JOIST <br />CONT. B1 (F) <br />Boa <br />80a <br />SPACING AB REO'D <br />TO ACCOMMODATE <br />8/SOB <br />��- -_T �- <br />4x8 DROPPED <br />( ) <br />4X8 (DRI <br />A <br />PLUMBING (TN <br />SIM <br />_ <br />FOR <br />WALL SHTG CONT., <br />THRU CORNER <br />MONO <br />ry <br />GR PER <br />CND <br />B1 (F) <br />T <br />wea <br />TRU88E8 I <br />®24"' <br />i• <br />- <br />- . <br />B2 / 82.5 (F) . <br />• b <br />sIM <br />soa <br />W <br />r <br />I <br />it !is <br />I <br />wl <br />HDR- <br />BLOCKED <br />z <br />FI <br />- <br />OIAPHRAOM <br />��(SHADED)PER <br />-I <br />f�4/ <br />) <br />CONT. B3 (F) <br />h <br />' J1-19.2 PWI NOTE 1 <br />`q <br />a <br />8/S96 <br />wa <br />8oe <br />_ <br />CONT. B1 (F) <br />SIM <br />4x8 <br />(DROPPED) <br />_ <br />, <br />FOR <br />J ]J'�i`P_1-2 <br />Ya <br />h <br />7A'RU CORNER <br />THRU CORNER <br />T <br />e <br />Spa <br />8pe <br />BIM <br />JOIST BEAM SCHEDULE <br />PLAN <br />CALLOUT <br />TYPICAL SPACING <br />JOIST/BEAMTYPE <br />TYPICALSIMPSON <br />FACE MOUNT HANGER <br />J1-19.2 <br />192'Do <br />J1-18 <br />18" oe <br />11T/e" TJI 210 <br />IUS2.06/11.88 u.o.n. <br />J1-12 <br />12" oc <br />2J1 <br />- <br />(2) 11y/e'TJI 210 <br />MIU4.28/11, u.o.n. <br />81 <br />- <br />13/4"xl1%" LSL <br />HU11 (MAX), u.o.n. <br />U) <br />B2 <br />- <br />3Yz'x11Ue' LSL <br />HUIHUC412 (MAX), u.o.n. <br />um <br />B2.5 <br />3Y2"xl1T/e" GLB <br />HIUIHUC412 (MAX), u.o.n. <br />B3 <br />- <br />5Y4'xl $e' PSL <br />HU/HUC612 (MAX), u.o.n. <br />B4 <br />T'x11T/e" PSL <br />HHUS725/10, u.o.n. <br />HOLD DOWN SCHEDULE <br />PLAN <br />SIMPSON <br />SIMPSON ANCHOR <br />DETAIL <br />CALLOUT <br />HOEDOWN <br />BOLT TYP <br />REFERENCE! <br />TYPE <br />NOTES <br />CS18x48" <br />O <br />STRAP <br />_ <br />14/SDS U.O.N. <br />(2)CS16x48" <br />O <br />STRAPS <br />_ <br />14/SOB U.O.N. <br />(3) CS16x4T' <br />O <br />STRAP <br />_ <br />14IS06 U.O.N. <br />44 <br />NOT USED <br />VERTICAL <br />O <br />HTS30 <br />-- <br />BEAM TO POST <br />OB <br />STHD14 <br />- <br />17/S07 U.O.N. <br />O7 <br />HDU8-SDS2.5 <br />SB T/e'7Q4 <br />18/SO7 U.O.N. <br />HORIZONTAL I DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />CALLOUT <br />STRAPTYPE <br />DESCRIPTION <br />1� <br />CS18x38" <br />BEAM TO BEAM <br />�2 <br />(2)CS1648" <br />BEAM TO BEAM <br />33 <br />CS1848" <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS1646" <br />BEAM TO <br />EA. TOP PLATE <br />�5 <br />HTS30C <br />TRUSS/BEAM <br />TO TOP PLATE <br />© <br />DSC2R/L•SDS3 <br />TRUSSIBEAM <br />TO TOP PLATE <br />�7 <br />DSC5R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS16x36" <br />PLATE TO PLATE <br />X <br />FLOOR FRAMING PLAN NOTES: <br />r <br />_ <br />1. oor hee( ng shall Rating 48/24). ue ghost""to all remgem en Blocking below <br />whadheiveconfomingtoA.P.A.SWhiwtlonAFG-01. Fasten Sheathing to Framinginzreails as follows: <br />Framing, Edges 6110E <br />Framing, Field 10'r0c <br />Boundaries, Blocking, Strafe 6"oc <br />(n <br />At areas Indicated as ;locked Diaphreg provide 2, Flat Blocking (par General Structural Notes) at all Unframed Sheathing Panel <br />Edges. Fasten Sheathing to Framing and Blocking with 0131"0 x 2Y" Nails as follows <br />Framing, Edges <br />4'oc <br />Framing, Field 10"oc <br />O <br />3 <br />Boundaries, Blocking, Struts 4"oc <br />See Drowinga for other Sheathing Hitting requirements. <br />N <br />0 <br />2. Floor joists shall be sae and spacing shown on plan. Joist layout shown is a v sual representation and shall be adjusted for <br />penetrations as required. <br />0 <br />E <br />WALL FRAMING PLAN NOTES: _ - - _ <br />F, <br />0 <br />_ <br />3. xteror a a shall ShearWall type 1-6 with x6 u s oc, u.o n. <br />Interior Walls shall be 2x4 Studs @ 16"o0, u.o.n. <br />� > <br />O) <br />Demising Wells shall be (2) walls with 1" Air Space. Each wall shall be 2x4 Studs @ 16"o0, u.o.n. Each wall shall be sheathed with <br />W <br />l layer of GWB in abbordance with Architectural Drawings. <br />Whom adjacent Shear Wells are in contact, nail studs together per 31806. See 1/SO6 for special stud requirements at Shear Well <br />w <br />types P1-3, Pi-2, P2-4, P2-3, and P2.2. <br />4. Headare shall be 4.8 U.O.N. Sae Detail la/SOB. <br />1` <br />S. Built-up Stud Groups in Wells supporting Beams, Pasts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural <br />0 <br />Notes for fastening requirements. <br />E. <br />,0 <br />CV <br />2 <br />LEGEND <br />X. DETAIL CALL -OUT <br />1"i%ISAG� hOMCS <br />SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br />$age Homes Northwest <br />0 BEARING OR SHEAR WALL BELOW <br />9505 1gin Ave SE <br />Suite 118 <br />[_ _] BEARING OR SHEAR WALL ABOVE <br />- <br />Everett, WA 9820com <br />geho <br />POST BELOW <br />H\ <br />JOB NO.: <br />22-447-02 <br />BLOCK THRU FLOOR FOR POSTABOVE (MATCH AREA) <br />PLOT DATE <br />09/02/2022 <br />HDR HEADER PER PLAN NOTE 4 <br />DATE: 09/O2/2022 <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />SCALE: Ya' = 1'-0" <br />X <br />DRAWN: SOS <br />HOL0.00WN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />SHEET NO.: <br />0 1 2 4 8 16 <br />