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�! F <br /> 1-a U <br /> UNIT 21 �j UNIT 20 UNIT 19 UNIT 18 cx <br /> I � <br /> I <br /> I <br /> 06 SOB SOB SOB SOB SOB SOB SOB SOB S 6 S08 SOB <br /> I <br /> BTL <br /> GLB <br /> GLB <br /> e/506 - -GLB- -. -8/SOB 5- - - F.NGI <br /> i GLB HDR I HDR 5)4x7Y2 Y2x7Ys HD 8/SOB HDR � Y2x7Yx � + "-���++•+ <br /> _ 5 <br /> 4 4 4 <br /> SOB SOB SO8 <br /> I` <br /> zE <br /> I <br /> I <br /> r r r <br /> z z z .w = a R«Ieon swam. <br /> _ _- <br /> DESCRImIDN DATE <br /> PERMR SET <br /> J1-16 w a I ,aJ \ J1-18 w a d.� Jt-18 4 § J1-18 � cltt cornMENTs o�ama <br /> SOB SOB REvlslarle <br /> // N N •-• <br /> ONT_Bi SF)y _ _- -.. I CONT.B1(F) CONT.B1(F) .. „--..,, CONT.B11F1 - F; <br /> sesse <br /> ??x4 ZZK4 B2 f B2.5(F) O J <br /> B2/82.5(F) _ _B21 B2.5(F) _ _B2/82.5(F) - - - - <br /> HG BCHD SCHD ER r HGR PER -�-HGR PER 01 <br /> C sGHO SCHD LL J <br /> HGR <br /> 2 ZXA 4 22XA 4 <br /> J1-9.2 B2l B2 z; J1-9.2p .0 Ji-9.2 B2/ - - 32 <br /> 32.5(F) B2.5(F) R c (F) B25(F) - IL.1L <br /> ADJUST JOIST ADJUST JOIST ADJUST JOIST R' Li <br /> p SPACING AS RED'D SPACING AS REO'D / SPACING AS REO'D = <br /> TE ? A ACCOMMODATE TO ACCOMMODAT ? \ I Y I / Z TO ACCOMMODATE <br /> PLUMBING CNP) PLUMBING(TYP) \ IIII PLUMBING(TYP) <br /> bit 2 <br /> 4 2 4 <br /> B1(F) /.G. <br /> SCHD BCHD ER B1(F) B1(F) HGSCHD SCHD ER B1(F) <br /> J <br /> PER <br /> I - ' - - - - - - - - ' - - - - ' - - - - X <br /> .B2/B2.5(F) - .p, ? B2/B2.5(F). - - .p, .821 B2.6(F) _(3) <br /> ry� 4 ry v `b 1r FLOOR FRAMING PLAN NOTES. <br /> J1 18 sheathing shall be-. (Panelpan a8ng 4 4.Glue Sheathing t all Framing Me, <br /> J1 18 J1118 J1.18 with adhesive to dfi <br /> bers an ocking be ow <br /> ,f, esive conforming A.P.A.Specation AFG-01.Fasten Sheathing to Framing with 0.131"0 x 2 z"Neils as follows: <br /> Framing,Edges 6"oc <br /> Framing,Field 10"oc <br /> Boundaries,Blocking,Struts 8"0c (A <br /> _ HDR ; __._.HDR_-_.- BLOCKED BLOCKED HDR_. HDR BLOCKED At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(par General Structural Notes)at all Unframed Sheathing Panel <br /> 1-19 2 1" '( + J1-19.2 PLAN NOTE 2 9 A NENOTER J1-19.2 CONT.B3 �A CONT.B3 F 16 Ji 1 DIAPHRAO Edges Fasten Sheathing a Framing and Blocking with 0131"0 x 2y"Nails as follows y <br /> DIAPHRAGM DIAPHRAO <br /> /4J2xB 4 4 A A•I,f��ISHADED)PER /4)+ A\'L� _4�.6 4 4 A A\* 9.2 (SPIAN NOTER o. Freming,Edges 4"oc p 3 <br /> CONT.83(F) CONT.B3 F) __ _ (F) _ O pT LD Freming,Field 10"oe � pt <br /> - - - - - - r' . - - Bountlerles,Blocking,Salta 4"oc <br /> I <br /> • 8/S06• - �_ �F'' See Drawmgs for other Sheathing Nailing requirement <br /> 1 U1 Z <br /> 3ps 8qa s0e CONT.Bi(F) i.._ CONT B1(F) Spe Spa Sag CONT 81(F) 2. Floor joists shell be size ands shown on tan.Joist layout shown is a visual representation antl shall be atl usted for ro 0)spacing D Yj N <br /> ' T 4x8(DROPPED) 4x8(DROPP D) I � - ---�--- Ti�-- -T '� 4x8(DROPPED) 4x8(DROPPE) T -_ �T penetrations as required. Q � E <br /> AL�HDR 1-2 HDR � j p HDR = 0 <br /> �' C1-2 `' WALL HD CANT. WALL FRAMING PLAN NOTES: _ �' `) _ <br /> WALL SHTG CONT WALLSHTGCONT. \�, MONO 3-Exle RAMIssh PLAN <br /> as a e with Studs i oc,u.e.n. <br /> MRUt30.4ES ry I h THRU CORNER THRU CORNER TRU88ES ry h THRU CORNER T type /�� ,y B7 <br /> „a I T T ®�•� ape Interior Wells shall be 2x4 Studs I@ 16"oc,u.o.n. W <br /> e ® e spa 809 e e SIM Demising Wells shall be(2)walls with 1"Air Space.Each wall shall be 2x4 Studs Q 16"op,u.o.n.Each wall shall be sheathed with W CO <br /> SOa I Spa SIM SIM we1 layer of GWB in accordance with Architectural Drawings. (n <br /> Where adjacent Shear Walls are in contact,nail studs together per 3/S06.See 1/SO6 for special stud requirements at Shear Well w <br /> type.P1-3,P1-2,P2-4,P2-3,and P2.2. <br /> 4. Headers shall be 4x8 U O.N.See Detail 13/SO6. ) <br /> =1 i <br /> 71 5. Built-up Stud Groups in Walls supporting Beams,Post or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural O <br /> UI Notes for fastening requirement. ,�Z <br /> �I <br /> 1 <br /> LEGEND <br /> DETAIL CALL-OUT <br /> 1'7"115AGG NOM[S <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> ��f!!// <br /> HORIZONTAL/DRAG STRAP SCHEDULE <br /> HOLD DOWN SCHEDULE Bag.Homes Northwest <br /> PLAN SIMPSON I BEARING OR SHEAR WALL BELOW <br /> PLAN SIMPSON ANCHOR DESCRIPTION <br /> SIMPSON DETAIL CALLOUT STRAP TYPE 9505u eh,A.SE <br /> HOEDOWN REFERENCE/ Everett,WA 98208 <br /> CALLOUT TYPE BOLT TYP 18 <br /> NOTES BEARING OR SHEAR WALL ABOVE sagehomesnw.00m <br /> CS18x48" <br /> JOIST/BEAM SCHEDULE CS16x36" BEAM TO BEAM www. <br /> 1 STRAP - 14IS08 U.O.N. <br /> PLAN TYPICAL SPACING JOIST/BEAM TYPE 48 <br /> TYPICAL SIMPSON �2 (2)CS1Sx36" BEAM TO BEAM <br /> O (2STRAPS" POST BELOW <br /> CALLOUT FACE MOUNT HANGER 2 - 14IS06 U.O.N. BM TOJOB NO.: <br /> Jt-18.2 192'00 STRAP(3)CS16x48" - 14/SOB U.O.N. CS16xW' TOP aT y 22-447.02 <br /> J1-16 16"oc 11T/d'TJI210 IUS2.06/11.88 uG.n. O <br /> O' STRAP ® (2)CS16XW' BEAM TO BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) PLOT DATE <br /> J1.12 12"oc EA.TOP PLATE <br /> 2J1 - (2)11%"TJI 210 MIU4.28/11,u.o.n. 4O NOT USED 09/02/2022 <br /> TRSIBEAM <br /> B1 - 1s/♦"X11T/e"LSL HU11(MAX),u.o.n. �5 HTS30C TO TOP PLATE HDR HEADER PER PLAN NOTE 4 - <br /> B2 - 3Y2"x11%"LSL HU/HUC412(MAX),u.o.n. O VERTICAL _ BEAM TO POST DATE: 09/02/2022 <br /> m 82.5 3Yz'x11T/e"GLB HU/HUC412(MAX),u.o.n. HTS30 © DSC2R/LS TRUSS/BEAM DS3 TO TOP PLATE (F) FLUSH FRAMED(BOTr.FLUSH W/BOTT.OF FRAMING) SCALE: Ya"=1'-0" <br /> 83 - 5Y1'x11T/e'PSL HU/HUC812(MAX),u.o.n. OB STHD14 - 17/SO7 U.O.N. DRAWN: BIDS <br /> B4 - 7"x11T/e"PSL HHUS7.25110,u.o.n. �7 DSC5RIL-SD53 TO TOP PLATE HOLa00WN TO WALL ABOVE PER SCHEDULE ON PUN CHCKD: RMH <br /> 7O HDUSSDS2.5 SB T/e"x24 181S07 U.O.N. <br /> ❑8 CS16x36" PLATE TO PLATE SHEET NO.: <br /> 0 1 2 4 8 18 <br />