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UNIT 21 <br />UNIT 20 <br />UNIT 19 <br />UNIT 18 <br />2 <br />S08 <br />PER22 <br />4/S06, <br />SIM <br />+ 2 PER } 2 PER }° 2 P2-2 <br />M S08 6 4/S06, M S08 4/S06, M S08 PER <br />SIM SIM 4/S06 <br />zxi 6Y2 GLB <br />-USH- EXTEND EXTEND SHEAR <br />!NGTH OF UNIT) WALL TH RU <br />D EMIS ING SPACE <br />5Y2x16Y2 GLB <br />(TOP FLUSH -EXTEND <br />WALLSHTG EXTEND SHEAR <br />CONT. THRU FULL LENGTH OF UNIT) WALL TH RU <br />CORNER DEM ISING SPACE <br />5Y2x16Y2 GLB <br />(TOP FLUSH -EXTEND <br />WALL SHTG EXTEND SHEAR <br />CONT. THRU FULL LENGTH OF UNIT) WALLTHRU <br />CORNER DEMISING SPACE <br />5Y2x16Y2 GLB <br />WALL SHTG (TOP FLUSH -EXTEND <br />CONT. THRU FULL LENGTH OF UNIT) <br />CORNER <br />WALL SHTG <br />CONT. THRU <br />CORNER-- <br />4 <br />S08 <br />4 4 <br />S08 S08 <br />ZZx6 <br />T <br />a <br />J1-16 <br />a <br />a <br />a a <br />J1-16 <br />a <br />J1-16 m <br />J1-16 <br />C7 <br />' <br />19 <br />B3 (F) 5 <br />C <br />2 <br />2 soe 3 15/S06- <br />15/S06 <br />5 B3 (F) <br />a <br />2 5 <br />15/S06 13 <br />S08 2 <br />p <br />B3 (F) 5 <br />C <br />5 2 <br />2 S0e 15/S06� <br />p <br />5 <br />2 <br />B3 (F) <br />a <br />TO HD 5 <br />S06 <br />ZZx6 <br />a <br />6 <br />13 <br />15/S06 308 2 <br />p 15/S06 pT<O <br />15/S06 <br />15/S06 <br />(2� <br />22 <br />22 <br />S08 <br />B2 / B2.5 (F) <br />31 (F) <br />Z 2x4 <br />2 ZX4 B2 / B2.5 (F) kq <br />HGR PER B1 (F) - . <br />Z�R <br />2 B2 / B2.5 (F) Z 2x4 <br />B1 (F) HGR PER <br />2 ZX4 B2 / B2.5 (F) ks <br />HGRID31 (F) . - . - . - . - . - <br />HGR PER <br />SCHD <br />SCHD <br />P1-6 <br />P1-6P1-6 <br />SCHD <br />SCH <br />JNT. 31 (F) HDR-+� <br />2HDR CONT. B1 (F) <br />22HDR CONT. 31 (F)-'CONT. <br />31 (F) HDR+� <br />3S08B2/ <br />B2.5 (F) <br />B2/ <br />B2.5 <br />B2/ <br />B2.5 <br />B2 <br />B2.5 <br />(F) <br />2xq <br />(F) <br />(F) <br />2 <br />31 (F) <br />B1 (F) J1-19.2 <br />HGR PER <br />SCHD <br />2 B2 / B2.5 (F) p <br />J1-19.2 31 (F) <br />HGR PER <br />SCHD <br />p • B2 / B2.5 (F) <br />B1 (F) J1-19.2 <br />HGR PER �Ys <br />ISCHD _ <br />2 B2 / B2.5 (F) p <br />HGR PER <br />SCHD <br />_ <br />• B2 / <br />B2.5 (F) <br />p <br />B <br />soe <br />1 <br />S08 <br />1 <br />S08 <br />e <br />soe <br />8 <br />soe <br />1 <br />S08 <br />1 <br />S08 <br />m <br />8 O <br />soe <br />. <br />q2 <br />HDR <br />HDR <br />HDR <br />HDR <br />O 2'-0" SETBACK q 0' <br />2'-0" SETBACK g2ks <br />HDR <br />HDR--HDR <br />HDR <br />PT 2x10 <br />@ i6"oc <br />PT 2x10 LEDGER <br />W/ (2) 12d @ 12"oc <br />\ <br />p�Zy-6 32 <br />Q + <br />j6 <br />o <br />PT 2x10 <br />PT 2x10 <br />LE DGER <br />12"oc <br />p T <br />/a�24o <br />e�12yn <br />vo <br />PT 2x10 <br />16"oc <br />PT 2x10 LEDGER <br />W/ (2) 12d @ 12"oc <br />PT 2x10 <br />W/ (2) 12d <br />PT 2x10 <br />@ i6"oc <br />h <br />LEDGER <br />@ 12"oc <br />p T <br />/a�� <br />F�12yn <br />6 <br />0+ <br />6 <br />+6 <br />• • <br />q <br />B3 (F) <br />B2 / B2.5 (F) 6 <br />0+ <br />HDR • • <br />AZx� <br />8/S06 B3 (F) <br />a6 <br />B3 (F) <br />B _ <br />6 B2 / B2.5 (F) <br />+6 <br />• • HDR_ <br />6 <br />�+ <br />6 B2 / 13 (F) 6 <br />-16, 0+ <br />HDR <br />- PT 4x8(DROPPED) <br />2 AT p <br />3 +6 3 60 N <br />e TO <br />POST 1 TO <br />PT 4x8(DROPPED) <br />V� <br />I Q6�6 3 <br />I TO <br />PT 4x8(DROPPED) PT4x8(DROPPED) <br />}� B2 / B2.5 (F) }� B2 / B2.5 (F) AT R �� <br />'L 2 ti 2 k N '� <br />ti 3 7 31 (F) +6 B1 (F) 7 3 +6 3 60 N Q6�6 L <br />TO soe 9 3 3 4 soe TO 3 <br />1 POST 19 19 POST 1 TO TO <br />h1 <br />B2 / B2.5 (F) *6' <br />3 17 B1 (F)+6 <br />TO soe � g 3 <br />1 POST 19 TO <br />7 POST <br />SOB PT 4x4 DF#2 TOP RAIL <br />AT GUARDRAIL (NO <br />SPLICES) w/A34EA <br />END TO POST <br />I <br />LU I <br />Z <br />JI <br />c)I <br />QI <br />21 <br />PT 4x4 DF#2 TOP RAIL <br />AT GUARDRAIL (NO <br />SPLICES) w/A34 EA <br />END TO POST <br />S06 / O 10 \ S06 / POST <br />POST POST <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 />PT 4x4 DF#2 TOP RAIL <br />AT GUARDRAIL (NO <br />SPLICES) w/ A34 EA <br />END TO POST <br />1 <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />HOEDOWN <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 />SIB %8'x24 <br />18/S07 U.O.N. <br />POST <br />\ S06 / <br />IO <br />POST <br />SOB <br />�6 <br />POST <br />2'-0" <br />SETBACK <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 2112" 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 <br />Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 21/2' 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. Floor joists 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 />xx <br />SX.X <br />P1-X <br />EI <br />HDR <br />(F) <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 8 16 <br />rVT,J <br />^HP <br />y <br />� <br />V <br />W0 <br />0 <br />x <br />z„ <br />x <br />BTU <br />ENGINEERING P.S. <br />PEPaNrso��oo <br />N. <br />T. <br />�OF ASSI <br />0 <br />z <br />565666 <br />`°To�aaL�G� <br />ee�evze� <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 />OJ <br />J <br />LL <br />'R <br />v <br />Q <br />Z <br />OQ <br />!W!^ <br />VJ <br />^X <br />W <br />LL <br />1 <br />^C� <br />W <br />y <br />C <br />� <br />0 p3 <br />L <br />C- C <br />i <br />O <br />Z <br />CZ <br />L0 <br />W > <br />CM W <br />W <br />W <br />i <br />0 <br />CZ <br />SAGE <br />HHOME-5E5T <br />u o a w <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 />S03b <br />