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UNIT 24 <br />UNIT 23 <br />P2-2 } 2 PER + 2 PER } 2 <br />PER <br />4/S06 S08 4SIM S08 4SIM S08 <br />A <br />�2�2ksO <br />2'-0" <br />SETBACK <br />UNIT 22 <br />5Yx16Y2 GLB <br />WALL SHTG (TOP FLUSH - EXTEND EXTEND SHEAR <br />CONT. THRU FULL LENGTH OF UNIT) WALL THRU <br />CORNER DEMISING SPACE <br />5Y2x16Y2 GLB <br />WALL SHTG (TOP FLUSH - EXTEND EXTEND SHEAR <br />CONT. TH RU FULL LENGTH OF UNIT) WALL THRU <br />CORNER DEMISING SPACE <br />5Y2x16Y2 GLB <br />WALL SHTG (TOP FLUSH - EXTEND <br />CONT. THRU FULL LENGTH OF UNIT) <br />CORNER <br />4 <br />S08 <br />4 <br />S08 <br />m <br />a <br />a a <br />J1-16 <br />a <br />J1-16 <br />J1-16 <br />_ B3 (F) 5 <br />5 TO HDR 13 2 <br />2 S08 15/S06� <br />P <br />15/S06 <br />B3 (F) 5 <br />5 2 <br />pJ 2 S08 15/S06� <br />Fp P <br />15/S06 <br />A /2� k4O <br />5 <br />2 <br />B3 (F) <br />pa 15/S06 S08 2 <br />�p <br />.5/S06 <br />LO <br />x6 /2� k4O <br />Q �lti+� <br />ZZ B2 / B2.5 (F) <br />B1 (F) <br />Z 2x4 <br />ZZX B2 / B2.5 (F) <br />B1 (F) <br />Z 2x4 <br />2 ZX4 <br />B2 / B2.5 (F) <br />B1 (F) <br />HGR PER <br />HGR PER <br />SCHD <br />TV <br />HGR PER <br />SCHD <br />P1-6 <br />P1-6 <br />P1-6 <br />CONT. B1 (F) HDR-+� <br />3 L <br />CONT. B1 (F) HDR+� <br />3 L <br />22HDR CONT. B1 (F) <br />+R 3 <br />S08 <br />S08 <br />S& <br />B2/ <br />B2.5 (F) <br />2 2X4 <br />B1 (F) J1-19.2 <br />SCHD _ <br />B2 / B2.5 (F) • p <br />4(F <br />B2/ <br />B2.5 <br />? 2k4 <br />? 2k4 <br />(F) <br />J1-19.2 <br />B1 (F) <br />J1-19.2 B1 (F) <br />SCHD <br />p • B2 / B2.5 (F)- <br />B2.5 (F) <br />• B2 / <br />p <br />m <br />8 <br />SOB <br />x <br />S08 <br />8 <br />S08 <br />S08 <br />S08 <br />8 <br />S08 <br />.F6 42 <br />B3 (F) <br />HDR <br />HDR <br />�yd 2'-0"SETBACK q2 <br />HDR <br />HDR <br />HDRVIN <br />HDR <br />Z.F6 2'-0" SETE <br />! <br />PT 2x10 <br />W/ (2) 12d <br />PT 2x10 <br />@ 16"oc <br />n <br />LEDGER <br />@ 12"oc <br />/a�2Xo <br />PT 2x10 <br />W/ (2) 12d <br />PT 2x10 <br />@ 16"oc <br />n <br />LEDGER <br />@ 12"oc <br />/ado <br />P�12n <br />PT 2x10 <br />@ 16"oc <br />n <br />PT 2x10 LEDGER <br />W/ (2) 12d @ 12"oc <br />B3 (F) <br />6 <br />+6 <br />B3 (F) <br />6 B2 / B2.5 (F) 0 <br />+6 • • HDR 0+ <br />6 B2 / B2.5 (F) <br />+6 <br />HDR <br />0 <br />�+ <br />B2 / B2.5 (F) <br />HDR_ <br />ro B2 / B2.5 (F) <br />3 L B1 (F) 17 36 3 <br />S08 TO <br />TO 3 19 POST TO <br />POST TO S06 7 POST <br />POST SO8 <br />i r <br />PT 4x8 <br />(DROPPED) �Q <br />e 6+� <br />3 <br />TO <br />PT 4x4 DF#2 TOP RAIL <br />AT GUARDRAIL (NO <br />SPLICES) w/A34 EA <br />END TO POST <br />A PT4x8(DROPPED) <br />B1 (I-) 3 <br />I- B2/B2.5(F) T� <br />ti 17 <br />3 19 S08 TO <br />TO POST TO <br />S06 7 POST <br />POST A( <br />SOB <br />i n� <br />r-� <br />PT 4x8 (DROPPED) <br />Nx N e��6 <br />3 <br />TO <br />POST <br />PT 4x4 DF#2 TOP RAI <br />AT GUARDRAIL (NO <br />SPLICES) w/A34 EA <br />END TO POST <br />B2 / B2.5 (F) <br />ti 3 17 <br />To soe 19 <br />POST <br />7 S06 <br />S08 <br />P1-2 <br />LD <br />z <br />JI <br />UNIT 21 c�I <br />al <br />�I <br />I <br />I <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 />B1 <br />13/4"x111/" LSL <br />HU11 (MAX), u.o.n. <br />B2 <br />3Y2"xl1'/" LSL <br />HU/HUC412 (MAX), u.o.n. <br />LLU <br />B2.5 <br />-- <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"x117/" 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 />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"O x 2Y2' 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 3/506. 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 18/506. <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 />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 />1/4"=1'-0" <br />a <br />z <br />x <br />x <br />0 <br />s <br />s <br />BTU <br />ENGINEERING P.S. <br />�1 We�� = o goo <br />T. <br />�OF ASSI <br />0 <br />z <br />s 565666 .,hT <br />"MY4L G� <br />ee�ez�ze� <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 />! <br />!^ <br />V) LL <br />0 <br />LL <br />C <br />� <br />0 p3 <br />L <br />C <br />i <br />(� <br />O <br />z <br />C0 <br />0 <br />E <br />O <br />W � <br />� <br />W <br />C0 <br />W <br />U) <br />i <br />0 <br />CIO <br />SAGI HOME-5 <br />S <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 />S03a <br />