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ZI <br />UNIT 21 �j UNIT 20 UNIT 19 <br />�I <br />I <br />I <br />I <br />08 SOB SOB BOB BOB SOB SOB SOB <br />I <br />P1.e- <br />GLB HDR HDR 5 7Y2 GLB 8/SO6 5Y2x7Y2 GLB <br />I BISOB - -- <br />I <br />4 4 <br />SOB SOB <br />I <br />s _ _ F F Z� - <br />I �z z� �w <br />J1-16 I a�� V J1-16 a a.� J1-18 <br />SO S06 v v - <br />ry <br />ONTyB1 (F)y — _ _._ _.-.._ I _ CONT. B1 (F) CONT_B1 (F) <br />r­aLl 141-I �� <br />19 19 <br />NSOBr 11W <br />UNIT 18 <br />5Y 22GLB <br />6 <br />C0NT.:B1Fj : _J_ : e . <br />sesses <br />B2 / 82.5 (F) <br />. <br />?�Jr4 <br />22K4 <br />B21 B2.5 (F) <br />7 4 <br />_ <br />24 <br />B2 / B2.5 (F) <br />Ji- 9.2 <br />rT <br />22X4 <br />? 4 ZlY <br />_ <br />HG RPIRSCHO7 ` SCHD PER <br />IIII \ <br />B2 / — - — B2/ <br />82.5 (F) B25()ADJUSTJOIST <br />7 4 <br />B2/B2.5 (F) <br />J1- 8.2B2.5 <br />V, <br />HGR PER <br />SCHD <br />B2l <br />(F) <br />HGR PER <br />SCHD <br />B2.5 (F) <br />m <br />2 Zy.A <br />4 <br />Ji- 9.2 <br />J1- 9.2p <br />HGR PER <br />SCHD <br />J <br />HGR PER <br />SCHD <br />A3 RED'D <br />OIST <br />AS REO'D <br />MODAT <br />(TYP) <br />4 <br />B1 (F) <br />\IIIIZPLUMBING <br />\ IIII <br />HG SCHD SCHD Eft <br />2 <br />B1 (F) <br />ADJUST JOISTACING <br />SPACING AS REO'D <br />PLUMBING (TYP) <br />� <br />4 <br />B1 (F) <br />_ <br />ACCOMMODATE <br />(TYP) <br />2 2X <br />B1 (F) <br />. B2 ! 82.5 (F) <br />_ <br />. p, <br />? 82 / B2.5 (F) <br />p, 7 <br />. 821 B2.6 (F) <br />ti 'a <br />J1.16 <br />11-16 <br />J1116 <br />J1d8 <br />_ HDR <br />, <br />_ _._. HDR _—_— <br />BLDCKED BLOCKED <br />— �APHRAO <br />.nun <br />�,g DIAPHRAG. A <br />PER+4 <br />4 <br />0.AISHADED) <br />CONT. B3 F) <br />�d�SPLAGE AN NOTER J \1-1,J1-19.2 PLAN NOTE1 <br />��- <br />CONT. B3(F) <br />aoa sae <br />CONT. Bi (F) - B1 (F) <br />! 1sCONT <br />Soe <br />AllOPPED) <br />4x8 (DROPP D) <br />-_ -. — =T� —� <br />4x8 (DROPPED) <br />HDR 1-2 HDR <br />CONT. WALL SHTG CONT.1.2/IL <br />CORNER THRU CORNER <br />�-NOLL9H1'G <br />ONOTRuseE8THRU <br />\y�1 TRU88E®� <br />SOs 80a <br />®24 ac <br />I <br />I <br />Baa <br />SIM SIN <br />SO6 <br />I <br />I <br />zI <br />7I <br />r=il <br />�I <br />JOIST/ BEAM SCHEDULE <br />PLAN <br />CALLOUT <br />TYPICAL SPACING <br />JOIST / BEAM TYPE <br />TYPICAL SIMPSON <br />FACE MOUNT HANGER <br />JI.19.2 <br />192'0C <br />J1-16 <br />18" OC <br />11T/d' TJI210 <br />IUS2.08/11.88 u.0.n. <br />Jl-12 <br />12"Do <br />2.11 <br />— <br />(2) 11T/e" TJI 210 <br />MIU4.28/11, u.o.n. <br />B1 <br />— <br />13/4"x11T%" LSL <br />HU11 (MAX), u.o.n. <br />Q* <br />82 <br />— <br />3Y2"x11%" LSL <br />HU/HUC412 (MAX), u.o.n. <br />id82.5 <br />3Yz'x11T/e" GLB <br />HU/HUC412 (MAX), u.o.n. <br />83 <br />— <br />5Y4'x11T/s" PSL <br />HU/HUC612 (MAX), u.o.n. <br />B4 <br />7"x11T/e" PSL <br />HHUS7.25/10, u.o.n. <br />HDR BLOCKS <br />IA l <br />CONT. �I `A�yi-6 (SHADED) PER <br />CO. B3 (F) I/ J 1 19.2 PLAN NOTE t o <br />_ 7 <br />Soe CONT 81 (F) <br />DROPPE) <br />HDR <br />ry LLSHTGCORNER CONT. <br />THOU <br />e SIM <br />HOLD DOWN SCHEDULE <br />PLAN <br />SIMPSON <br />SIMPSON ANCHOR <br />DETAIL <br />CALLOUT <br />HOLDOWN <br />BOLT TYP <br />REFERENCE/ <br />TYPE <br />NOTES <br />O <br />CSTRAP <br />— <br />14IS08 U.O.N. <br />O <br />(248" <br />— <br />141SOe U.O.N. <br />STRAPS <br />STRAP <br />O <br />(3) CS16x48" <br />— <br />141SOB U.O.N. <br />STRAP <br />4O <br />NOT USED <br />O <br />VERTICAL <br />— <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />— <br />171SO7 U.O.N. <br />7O <br />HDUSSDS2.5 <br />SB T/e"x24 <br />1e/S07 U.O.N. <br />HORIZONTAL/ DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />DESCRIPTION <br />CALLOUT <br />STRAP TYPE <br />�1 <br />CS1848" <br />BEAM TO BEAM <br />�2 <br />(2)CS16x36" <br />BEAM TO BEAM <br />�3 <br />CS1BxW' <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS16XW' <br />BEAM TO <br />EA. TOP PLATE <br />�5 <br />HTS30C <br />TRUSSIBEAM <br />TO TOP PLATE <br />© <br />DSC2R/LSDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�7 <br />DSC5R/L-SDS3 <br />TRUISS/BERM <br />TO TOP PLATE <br />❑8 <br />CS18x38" <br />PLATE TO PLATE <br />FLOOR FRAMING PLAN NOTES: <br />1. Sheathing shall be . (Panelpan agog 4 4 . Glue Sheathing to all Framing embers an log be ow <br />wxh adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to Framing with 0.131"0 x 21z" Neils as follows: <br />Framing. Edges 6"oc <br />Priming, Field 10"0 <br />c <br />Boundaries, Blocking, Struts 6"OC <br />At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (par General Structural Notes) at all Unframed Sheathing Panel <br />Edges Fasten Sheathing to Framing and Blocking with 0 131"0 x 2)z" Nails as follows <br />Framing, Edges 4"oc <br />Framing, Field 10"a <br />Boundaries, BIOCking, Salta 4"oc <br />Bee Drawings for other Sheathing Nailing requirements <br />2. Floor joists shell be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted for <br />penetrations as required. <br />WALL FRAMING PLAN NOTES: <br />3—Exlenor ails shall be Shear Wall type with turfs i oc, u.a.n. <br />Interior Wells shall be 2x4 Studs @ 16"oc, u...n. <br />Demising Wells shall be (2) walls with 1"Air Space. Each wall shall be 2x4 Studs Q 16"oc, u.o.n. Each wall shall be sheathed with <br />1 layer of GWB in accordance with Architectural Drawings. <br />Where adjacent Shear Walls are in contact, nail studs together per 3/SO6. See 1/SO6 for special stud requirements at Shear Well <br />type. P1-3, P1-2, P2-4, P2-3, and P2.2. <br />4. Headers shall be 4x8 U O.N. See Detail 18/SO6. <br />5. Built-up Stud Group. in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural <br />Notes for fastening requirements. <br />DETAIL CALL -OUT <br />1'ii15AGG NOM[S <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />��f!!// <br />saga Nom•• Nonhw••t <br />0 <br />BEARING OR SHEAR WALL BELOW <br />9505Ave SE <br />Sul0 <br />Suite <br />Everett, WAA 98208 <br />BEARING OR SHEAR WALL ABOVE <br />www.aagehomeenw.com <br />POST BELOW <br />® <br />a T <br />JOB NO.: <br />22-447.02 <br />`• <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />PLOT DATE <br />09/02/2022 <br />HDR <br />HEADER PER PLAN NOTE 4 <br />DATE: 09/02/2022 <br />(F) <br />FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />SCALE: Y4" = 1'-0" <br />DRAWN: BIDS <br />CHCKD: RMH <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />SHEET NO.: <br />0 1 2 4 8 <br />8 <br />