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UNIT 21 <br />06 S08 <br />UNIT 20 <br />7 19 <br />S08 S06 <br />UNIT 19 <br />19 7 19 <br />S06 S08 S06 <br />UNIT 18 <br />19 7 19 <br />S06 S08 S06 <br />P1-6 <br />P1-6 <br />P1-6 Pi <br />z GLB <br />HDR <br />HDR <br />�EE8S06 <br />5Y2x7Y GLB <br />5Y2x7Y2 GLB <br />HDR <br />HDR <br />5Yx7Y2 GLB <br />ti+O O <br />J <br />a <br />8/S06 <br />4 <br />S08 <br />4 4 <br />S08 S08 <br />LU <br />Cfl Z <br />� W <br />a J <br />0 308 <br />N S <br />Z <br />LU <br />Cfl <br />f- <br />Z <br />LU <br />f- <br />Z <br />LU <br />� <br />f- <br />Cfl Z <br />� W <br />a J <br />0 3 <br />N S08 <br />d <br />J1-16 <br />LU <br />J o <br />3 0 <br />QD <br />S08 N <br />LU <br />J1-16 J o <br />0 <br />� LU <br />a J J1-16 <br />0 <br />J o <br />3 0 <br />Qo <br />S08 N <br />J1-16 <br />N <br />N <br />ONT. 31 (F) <br />CONT. 31 (F) <br />CONT. 31 (F) <br />CONT. 31 (F) <br />22k6 <br />B2/B2.5(F) 2�k4 <br />HGR PER <br />li SCHD <br />m.. <br />2� <br />J1-19.2 B2/ <br />B2.5 (F) <br />'D <br />TE <br />� Zk4 <br />HGR PER <br />(F) SCHD <br />_132 / B2.5 (F) <br />2ZX4 <br />B2/B2.5(F) 22k4 <br />li <br />22X� B2/B2.5(F) <br />Ii <br />22k4 <br />22X� <br />B2/B2.5(F) <br />J <br />li <br />' <br />HGR PER <br />SCHD <br />B2/ <br />B2.5 (F) <br />HGR PER <br />SCHD <br />HGR PER <br />SCHD <br />B2/ <br />B2.5 (F) <br />YRPERB1 <br />HD <br />HGR PER <br />SCHD <br />B2/ <br />B2.5 (F) <br />HGR PER <br />SCHD <br />..m <br />m.. <br />..m <br />x <br />Zk4 <br />2� <br />Zk4 <br />J1-19.2 <br />0 <br />J1-19.2 <br />0 <br />J� 19.2 0 <br />ADJUST JOIST <br />SPACING AS REQ'D <br />TO ACCOMMODATE <br />P LU M BIN G (TYP) <br />2 ZX4 <br />ADJUST JOIST <br />SPACING AS REQ'D <br />TO ACCOMMODATE <br />PLUMBING (TYP) <br />� Zk4 <br />ADJUST JOIST <br />SPACING AS REQ'D <br />TO ACCOMMODATE <br />PLUMBING (TYP) <br />2 ZX4 <br />� <br />0 <br />_ <br />B1 (F) <br />B2 / B2.5 (F) <br />V <br />B1 (F) <br />132 / B2.5 (F) <br />B1 (F) <br />B2 / B2.5 (F) 6 <br />J1-16 <br />J1-16 <br />J1-16 <br />J1-16 <br />OIZ <br />4 <br />HDR <br />HDR <br />BLOCKED <br />6 DIAPHRAGM 4 <br />R� J1_PLAN NOTE ER `q <br />BLOCKED)PED <br />DIAPHRAGM�4 <br />N�,$ (SPLANHA <br />ENOTER J1-19.2 <br />HDR <br />HDR <br />Z�Ct <br />R <br />CONT. B3 (F) <br />BLOCKED <br />rL-t.6 (SHADED)PER � <br />R <br />J1-19.2 PLAN NOTE 1 0 <br />= <br />FT <br />2 <br />4 <br />CONT. B3 (F) <br />is <br />S08 <br />4x8 (DROPPED) <br />CONT. B3 (F) <br />4 <br />`¢ <br />CONT. B3 (F) <br />is <br />soe <br />4x8 (DROPPED) <br />MONO <br />TRUSSES ry <br />8/S06 <br />is <br />Si soe <br />4x8 (DROPPED) <br />to <br />so9 <br />4x8 (DROPPED) <br />J <br />t�iV"� <br />Q 1 <br />is <br />soe <br />J <br />rV <br />r. P1-2 <br />CONT. B1 (F) <br />HDR P1-2 <br />P1-2 WALL SHTG CONT. <br />THRU CORNER <br />CONT. B1 (F) <br />_ CONT. B1 (F) <br />HDR <br />WALL SHTG CONT. P1-2 <br />THRU CORNERS <br />HDR <br />P1-2 WALL SHTG CONT. <br />THRU CORNER 7 <br />S <br />MONO rV}� <br />TRUSSES ry <br />I try} <br />1 5r 1 <br />rV <br />P1-2 <br />6 (, 24.0c OB - OB (_ 24.00 <br />S09 I S09 SIM SIM S09 S09 <br />I <br />I <br />I <br />I <br />LU <br />Z <br />JI <br />01 <br />QI <br />21 <br />JOIST / BEAM SCHEDULE <br />PLAN <br />TYPICAL SPACING <br />JOIST/ BEAM TYPE <br />TYPICAL SIMPSON <br />CALLOUT <br />FACE MOUNT HANGER <br />U) <br />J1-19.2 <br />19.2"oc <br />U) <br />J1-16 <br />16" oc <br />11%8' TJI 210 <br />IUS2.06/11.88 u.o.n. <br />O <br />J1-12 <br />12" oc <br />2J1 <br />(2) 111/" TJI 210 <br />MIU4.28/11, u.o.n. <br />31 <br />1%4'x11%" LSL <br />HU11 (MAX), u.o.n. <br />QB2 <br />3Y2"x11%8' LSL <br />HU/HUC412 (MAX), u.o.n. <br />LU <br />B2.5 <br />3Y2"xl1'/" GLB <br />HU/HUC412 (MAX), u.o.n. <br />m <br />B3 <br />5Y4"xl11/" PSL <br />HU/HUC612 (MAX), u.o.n. <br />B4 <br />7x11%" PS <br />HHUS7.25/10, u.o.n. <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />HOLDOWN <br />SIMPSON ANCHOR <br />REFERENCE/ <br />CALLOUT <br />BOLT TYP <br />TYPE <br />NOTES <br />CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />(2)CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAPS <br />(3) CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />04 <br />NOT USED <br />VERTICAL <br />O <br />HTS30 <br />BEAM TO POST <br />OSTHD14 <br />17/S07 U.O.N. <br />OHDU8-SDS2.5 <br />SB %8'x24 <br />18/S07 U.O.N. <br />SIM <br />LD <br />k6 <br />HORIZONTAL / DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />DESCRIPTION <br />CALLOUT <br />STRAP TYPE <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 />DSC2R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <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. Specification AFG-01. Fasten Sheathing to Framing with 0.131"0 x 2Y2' Nails as follows: <br />Framing, Edges <br />6"oc <br />Framing, Field <br />10, <br />Boundaries, Blocking, Struts <br />6' <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"0 x 2112' Nails as follows: <br />Framing, Edges <br />4"oc <br />Framing, Field <br />10"oc <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 3/506. 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 />XX DETAIL CALL -OUT <br />SX.X <br />P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />BEARING OR SHEAR WALL BELOW <br />[ ] BEARING OR SHEAR WALL ABOVE <br />POST BELOW <br />'oT <br /><p <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />HDR HEADER PER PLAN NOTE 4 <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />HOL0.DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />0 1 2 4 8 <br />1 /4"=1'-0" <br />16 <br />rVT,J <br />^HP <br />y <br />� <br />V <br />W0 <br />0 <br />x <br />z„ <br />x <br />BTT <br />ENGINEERING P.S. <br />MODP <br />NPN1� We PHONE 81E8EP3 PEP N. <br />�OF ASS/ <br />0 <br />Z <br />s 5666 .,hT <br />001021202� <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <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_J <br />O <br />l/��- <br />L v <br />Z <br />G <br />Q <br />2 <br />LL <br />LL <br />1 <br />C <br />� <br />O <br />L <br />C <br />i <br />L0 <br />O <br />Z <br />CZ <br />Cl) <br />O <br />W > <br />LU <br />fc <br />W <br />W <br />U) <br />i <br />0 <br />CZ <br />2 <br />SAGI <br />u o a IT EST <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 />SO4b <br />