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N <br />J1-16 <br />UNIT 24 <br />CONT. 31 (F) <br />won <br />B2 / B2.5 (F) _\ <br />- <br />CJ7 <br />HGR PER <br />SCHD <br />m_ <br />01 Of O J1-19.2 <br />ADJUST JOIST <br />SPACING AS O O ACCOMMODATE <br />P <br />n <br />8/S06 <br />SIM <br />UNIT 23 <br />CONT_B1 <br />UNIT 22 <br />8/S06 <br />SIM <br />4 <br />J1-16 `lS► J L LLIJ ::111I I I J1-16 <br />LU <br />Z <br />JI <br />UNIT 21 �I <br /><I <br />S06 S08 S06 i S06 <br />P1-6 <br />5Y2x7Y2 GLB HDRVIII HDR <br />CONT. 31 <br />E rwmiiii l,I <br />Ill <br />MWEIIIIIIIIIIIIIIII�ii <br />B2 / B2.5 (F) <br />• HGR PER <br />SCHD <br />B2/ J1 <br />32,5 (F) <br />/ \ ADJUST A SPACING JOIST <br />SPACING AS REO'D <br />TO ACCOMMODATE <br />PLUMBING (TYP) <br />31 (F) HGR PER <br />SCHD <br />B2 / B2.5 (F) p <br />J1-16 <br />BLOCKED <br />DIAPHRAGM <br />(SHADED)PER <br />PLAN NOTE 1 J1-19.2 <br />HDR <br />/ALL SHTG CONT. P1-2 <br />THRU CORNER <br />CONT. B3 (F) <br />MONO- V <br />TRUSSES ti 8/S06 <br />e @24"oc SIM <br />B2/ <br />B2.5 (F) <br />B1 (F) HGR PER <br />SCHD <br />B2 / B2.5 (F) as <br />J1-16 v <br />BLOCKED <br />DIAPHRAGM <br />(SHADED) PER 6 <br />PLAN NOTE 1 J1-19.2 CONT. B3 (F) <br />HDR u <br />c' <br />WALL SHTG CONTP1-2. � MONOJ <br />THRU CORNER fs TRUSSES <br />8 @ 24"oc <br />x <br />B2 / B2.5 (F) <br />HGR PER <br />SCHD <br />J1-16 <br />3 <br />B2 / B2.5 (F) <br />HGR PER <br />SCHD <br />2 <br />B2.5 <br />31 (F) HGR PER <br />SCHD <br />� 132 / B2.5 (F) .n <br />J1-16 <br />V <br />I <br />BLOCKED nun <br />DIAPHRAGM WAI <br />N(SHADED) GM-� g�'6PLAN NOTE 1 J1-19.2 T. B3 (F) <br />B2/J1-19.2B2.5ADJUST JOIST CONT-B1 (F) SOB <br />SPACING AS REO'D 4x8 (DROPPTOACCOMMODATE 8/S06 PLUMBING(TYP) SIM P1-2 HDR WALL SHTG CONT. P1-2THRU CORNERTRUSSESHGR SCHD SOB 8 @24 oc <br />. _ SIM S09 <br />B2 / B2.5 (F) <br />�A rye- i <br />J1-16 � <br />LU <br />Z <br />JI <br />HDR BLOCKED QI <br />0 DIAPHRAGM �I <br />R2� N2� (SHADED)PER A <br />CONT. B3 (F) J1-19.2 PLAN NOTE 1q <br />a s 8/S06 <br />S09 Sod CONT. 31 (F) SIM <br />4x8 (DROPPED) <br />HDR P1-2 <br />ry}� P1-2 WALL SHTG CONT. <br />fp ti THRU CORNER 7 <br />8 S08 <br />4 <br />HGR PER <br />SCHD i <br />B2/ <br />B2.5 <br />PER <br />D <br />HDI <br />JOIST BEAM SCHEDULE <br />PLAN <br />TYPICAL SPACING <br />JOIST/ BEAM TYPE <br />TYPICAL SIMPSON <br />CALLOUT <br />FACE MOUNT HANGER <br />J) <br />J1-19.2 <br />19.2" oc <br />J) <br />J1-16 <br />16" oc <br />11'/" TJI 210 <br />IUS2.06/11.88 u.o.n. <br />O <br />J1-12 <br />12" oc <br />2J1 <br />(2) 11%" TJI 210 <br />MIU4.28/11, u.o.n. <br />31 <br />13/4"x111/" LSL <br />HU11 (MAX), u.o.n. <br />QB2 <br />3Y2"x11'/" LSL <br />HU/HUC412 (MAX), u.o.n. <br />LU <br />B2.5 <br />3Y2"x11%8' GLB <br />HU/HUC412 (MAX), u.o.n. <br />m <br />B3 <br />5Y4"x11%" PS <br />HU/HUC612 (MAX), u.o.n. <br />B4 <br />7"x111/" PSL <br />HHUS7.25/10, u.o.n. <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />SIMPSONANCHOR <br />CALLOUT <br />HOLDOWN <br />BOLT TYP <br />REFERENCE/ <br />TYPE <br />NOTES <br />CS16x48" <br />O <br />STRAP <br />14/S06 U.O.N. <br />(2)CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAPS <br />(3) CS16x48" <br />O <br />STRAP <br />14/S06 U.O.N. <br />04 <br />NOT USED <br />VERTICAL <br />O <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />17/S07 U.O.N. <br />07 <br />HDU8-SDS2.5 <br />SB 1/"1 <br />18/S07 U.O.N. <br />HORIZONTAL/DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />CALLOUT <br />STRAP TYPE <br />DESCRIPTION <br />❑1 <br />CS16x36" <br />BEAM TO BEAM <br />❑2 <br />(2)CS16x36" <br />BEAM TO BEAM <br />�3 <br />CS16x36" <br />BEAM TO <br />TOP PLATE <br />�4 <br />(2)CS16x36" <br />BEAM TO <br />EA. TOP PLATE <br />�5 <br />HTS30C <br />TRUSS/BEAM <br />TO TOP PLATE <br />�6 <br />DSC2R/L-SDS3 <br />TRUSS/BEAM <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 />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing shall be %" thick T&G (Panel Span Rating 48/24). Glue Sheathing to all Framing Members and Blocking below <br />with adhesive conforming to A.P.A.Specifcation AFG-01. Fasten Sheathing to Framing with 0.131"0 x 2/2' Nails as follows: <br />Framing, Edges <br />6"oc <br />Framing, Field <br />10"oc <br />Boundaries, Blocking, Struts <br />6"oc <br />At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel <br />Edges. Fasten Sheathing to Framing and Blocking with 0.131"O x 2/2" Nails as follows: <br />Framing, Edges <br />4110c <br />Framing, Field <br />10110c <br />Boundaries, Blocking, Struts <br />4"oc <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floorjoists shall 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. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. <br />Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n. <br />Demising Walls shall be (2) walls with 1" Air Space. Each wall shall be 2x4 Studs @ 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/S06. See 1/S06 for special stud requirements at Shear Wall <br />types P1-3, P1-2, P24, P2-3, and P2-2. <br />4. Headers shall be 4x8 U.O.N. See Detail 18/S06. <br />5. Built-up Stud Groups 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 />LEGEND <br />DETAIL CALL -OUT <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />BEARING OR SHEAR WALL BELOW <br />BEARING OR SHEAR WALL ABOVE <br />POST BELOW <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />HEADER PER PLAN NOTE 4 <br />FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />0 1 2 4 <br />1/4"=l'-0" asset <br />H <br />16 <br />y <br />rVT,J <br />^ <br />� <br />V <br />W0 <br />0 <br />x <br />z <br />BTT <br />ENGINEERING P.S. <br />�1 We�� <br />T. <br />�OF ASSI <br />0 <br />z <br />s 565666 .,hT <br />"MY4L <br />eelezlze� <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERMIT SET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />Z <br />O� <br />O� <br />_ v <br />0 <br />CZ <br />G <br />Q <br />2 <br />�� <br />X <br />LL <br />1 <br />C <br />O <br />0 a, <br />Ir-C <br />i <br />!E <br />O <br />Z <br />` <br />5 <br />to <br />UD <br />O <br />W > <br />W <br />M <br />W <br />U) <br />i <br />0 <br />2 <br />SAGI HOME-5 <br />S <br />T <br />u o a IT w e s r <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0.. <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />SO4a <br />