3618 W MUKILTEO BLVD C 2023 HARBORS EDGE TOWNHOMES Plans 2025-07-01

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'B1 F) QA ry 3 Bi F L 3 3 Na3 3 '� N 6 s0 boo n ) e rn Z SOB TO TO SOB B TO TO SOB TO 3 Poer To TO 3 3 Sa 3 3 f0` 3 TO sae 3 3 Lp POST POST TO TO _ POST TO POST TO N POST TD ] POST POST ] TO TO ] POST �� POST ] TO TO _ _ rpST ] TO POST O PDST SOB SOB POST POST gp8 SOB POST POST -'"� gqa POST O I PT 4x4 DF#2 TOP RAIL PT 4.1 DFfi2 TOP RAIL PT 4x4 DFe2 TOP RAI' AT GUARDRAIL(NO AT GUARDRAIL(NO ATGUARORAIL(NO( m 1- 3PLICE3)w/A34 EA .� SPLICES)w/Al EA / Pi-2 P1- _Spaces>wi asa EA P1-2 1.2 /^r�' OI END TO POST END TO POST END TO POST W ro 2 �2 �✓� �1 2 U 2 UU C4 w i O (z FLOOR FRAMING PLAN NOTES: LEGEND 1. Floor heathing shall be i'thick T&G(Panel Span bng 48 . Pe Sheathing to all Framing Members an Blocking below with adhesive conforming to A.P.A.Speolfication AFG_01.Fasten Sheathing to Framing with 0.131"0 x 2 z"Nails as follows: Framing,Edges 61.0C SXx DETAILCALL-0UT Framing,meta 10"oC �Boundanes,Blocking,St. 6"oC 1'7�1j 5AGEF10MF.S At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SD6 HORIZONTAL/DRAG STRAP SCHEDULE Panel Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2 z"Nails as follows: HOLD DOWN SCHEDULE PLAN SIMPSON FFram iraminng,g,F ield 1.",E 10 oc 4"oC ( BEARING OR SHEAR WALL BELOW Sage Homes Northwest - ' SIMPSON DETAIL CALLOUT STRAP TYPE DESCRIPTION Boundanes,Blocking,Struts 4"oc 950519th Ave SE PLAN SIMPSON ANCHOR See Drawings for other Sheathing Nailing requirements. Sucre Ala HOEDOWN REFERENCE/ [_ _] BEARING OR SHEAR WALL ABOVE CALLOUT TYPE BOLT TYP NOTES - Everea,wAse2os JOIST/BEAM SCHEDULE 1❑ CS16x3g" BEAM TO BEAM 2. Floorjoists shall be size and spacing shown on plan.Joist layout shown is a visual representation and shall be adjusted for www.sagehomesnw.com CS16x48"O STRAP penetrations as required.- 14/S06 U.O.N. PLAN TYPICALSIMPSON ❑2 (2)CS16)W' BEAM TO BEAM WALL FRAMING PLAN NOTES: POST BELOW TYPICALSPACING JOIST/BEAM TYPE (2)CS16x48" 3. Exterior walls shall be Shear Wall type P7 x tads 16"oc,u.o.n. a CALLOUT FACE MOUNT HANGER O STRAPS - 74/S06 U.O.N. Interior Watts shall be 2x4 Studs 16"ac,u.o.n$w. T BEAM TO Is Walls shall be(2)walls with 1"Air Space.Each wail shall be 2x4 Studs 16"oc,u.o.n.Each wall shall be sheathed with �O JOB NO.: y J1-19.2 19.2"oc ❑3 CS18X38" TOP PLATE 1layer ofGWBin accordance with Architectural Drawings. 22-447-02 J1-16 16"oc 11T/a"TJI 210 IUS2.06/11.88 u.o.n. O (3)C518X48" _ 14lSOB U.O.N. BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) STRAP BEAM TO Where adjacent Shear Walls are in contact,nail studs together J1-12 12"OC ® (2)CS16X36" 1 per 3/S06.See 15W for special stud requirements at Shear Well EA_TOP PLATE types P1-3,P1-2,P2-4,P2-3,and P2-2. PLOT DATE 2.11 - (2)11]/e'TJI 210 MIU4.28/11,U.O.n. O4 NOT USED HDR HEADER PER PLAN NOTE 4 09/02/2022 B1 - 1%"x11%"LSL HU11(MAX), TRUSS/BEAMu.O.n. ❑5 HTS30C TRUSS/BM 4. Headers shall be 4x8 U.O.N.See Detail 18/Sos. TO TOP PLATE B2 - 3Y2"x11]/s"LSL HU/HUC412(MAX),u.o.n. O VERTICAL - BEAM TO POST 5. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural DATE: 09/022022 HTS30 Notes for fastening requirements. (F) FLUSH FRAMED(BOTT.FLUSH W/BUTT.OF FRAMING) B2.5 3Y2"x11]/B"GLB HU/HUC412(MAX),u.o.n. 8 DSC2R/L-SDS3 TRUSS/BEAM ❑ SCALE: Y4"=1'-0" m TO TOP PLATE B3 - 5Ya''x11%"PSL HUlHUC812(MAX),u.o.n. : O STHD14 - 17/S07 U.O.N. B4 -- 7"x11]/e"PSL HHUS7.25/10,u.0.n. ❑7 DSC5R/L-SDS3 TRUSSIBEAM /" HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BDS TO TOP PLATE CHCKD: RMH O7 HDU8-SDS2.5 SB]/"X24 18/807 U.O.N. ❑8 CSi6x36" PLATE TO PLATE - SHEET NO.: 0 1 2 4 8 16 S03