3702 W MUKILTEO BLVD B 2023 HARBORS EDGE TOWNHOMES Plans 2025-07-02

I-a U O o� U z UNIT 21 ul UNIT 20 UNIT 19 UNIT 18 I � I I I S08 4/S M, M SOB 7WER qs ON'g, M SOB w PER4/606 BTL __ _ _ _ - uiaKGLBB Wj.1e)$GLB 6Yz1fl>4 cLe� - - 5);x1s'4 cl.e HINGINEERIN"G P.S. .USH-EMEND EXTEND SHEAR WALL 8MTG (TOP FLUSH-EXTEND EXTEND SHEAR WALL SHTG (TOP FLUSH-EXTEND EXTEND SHEAR WALL SHTG (TOP FLUSH-EKTEND WALL SHTO oxea,.ua,. vxwnw :NGTH OF UNIT) WALL THRU CONT.THRU FULL LENGTH OF UNIT) WALL THRU CONT.THRU FULL LENGTH OF UNIT) WALLTHRU CONT.THRU FULL LENGTH OF UNIT) CONT.THRU DEMISING 9PACE CORNER DEMISING SPACE CORNER DEMISING SPACE CORNER CORNER T. I 4° p 4 4 SOB S08 SOB ZZY� eanno' RMtlon BCatlule p p d d d D• Dr DESCRIPTION pATE J1-18 J1-18 J1-18 J1-18 J PERMITSET s o w6Y102 —SIrEi2 C7 19 Ifc—omosT1�� SOB 5 5 B3(F) 5 5 B3 L — _ B3(F) _B3(F) 2 2 5 3: 5 2 2 TO HD 5 2 13 '15/308 < y-15/SOB ease 2 soe 15/SOB s '-15IS06 slie 2 rY 15/S08 s 15806 s ------ a > 15/806 ��J 0 •t a L.LL Z S08 0 Q 2 2x4 2 2%4 q 2 2X4 B2IB2.5� _ _ 82IB2. B2/B2.5(�F • _ B2/82.5(F) B1 F —81 F B1(F) 81(F) L.L. () HGR PER HGR PER () HGR PER HGR PER r R SCHD 8CH0 pi-6 P1-6 SCHD SCHD HDR-a ?HDR CONT.Bi(F) - CONT.B1(F) HDR-a —HDR - CONT.Bt(F) z c— ry� O G S08 SOB S08 /, r< ''LU L1 B2l B2/ 62/ B21 V/ -. B2.5(F) B2.5(F) _ B2.5(F) .2 B1(F) Bi(F) J1-19.2 J1-19.2 81(F) B1(F) J1.19.2 X HGR PER HGR PER - L /HIEa - --- zZ+6 FLOOR FRAMING PLANNOTES: _ SCHD aCHD i. Floor Sheathing snail be.' is (Panel pan Rating 48 4).Glue Sheathing toe roming Members end o Ing below with adho onfonning to A.PA.Speciflwtion AFG-01.Fasten Sheathing to Fmming with 0.131"O x 2Y2"Nails as fellows: • B2/B2.5(F) a B2/B2.5(F) _ _ _• B2/B2.5 IF)—b 8-82/B2.5(F) •,,= Framing,Edges U Oc ry 1r ry p Framing,Field 10"oc 1 1 1 1 Boundaries,Blocking,Salts 8'Wc a BOe soa e s 8pe 8oS B At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing ads 308 Boa SOB O g N Panel Edges Fasten Sheathing b Framing and Blocking with 0.131"0 x 2 z'Nails as follows: i '1� - Framing Ed ea 4"oc � q 2'-0"SETBACK q A 2.0'SETBACK 4 p' A 3 X �� Framing,Fie d 10"oc E C N L12y6 _ 4 4'4 A �'6 J kD B— 'l Bountlarles,Blockin Pt �" B3(F 8/SOB B3(F) a L Pttyp _ B3(F) �11 9,Strata 4"oc Q L PT2x1q k, N pT gyp L PT2x10 �° LA PT 2x1p - See Drawings for other Sheathing Nailing requirements. 5 C C PT 2x70 LEDGER P4 2x10 G S+@ 2s 2k10 LEOG t F 200 LEDGER 6 T-0" 2. Floor joists shall beam and spacing shown on plan.Joist layout shown is a visual representation and shall be adjusted for C L 'Z HDR HDR SETBACK t ationa as required. 1012tl®17. I' W/(2)12tl®12"oc a y, -. HDR •• W/(2)12tl®12'ac W/(2)12d®1Yoc - pener _(NC PT—(DROPPED) T 7PDROPPID � — — — A PT4xS(DROPPED) PT 4x0(DROPPED) .r — •• ry d" WALL FRAMING PLAN NOTES: Q26(F) 2 T V N •y B2/B26(F) 3. xteror Walls shall be Shear Wall Type 1-6 With 2x8 tuds�l6"od,u.o.n.\ 3 rL 3 B7(F) Interiorwalis snail Da 2xa studs 1ebc,uoA, y 3 1T 1T 3 �S N ._ _ 6 3 1T g 3Oa- 3 3 a00 TO TO SOB3 Demising Walls shall be(2)walls with 1'Air Space.Each wall shell be 2x4 Studs®16"oc,u.o.n.Each wall shall be sheathed withTO I TO POST 19 19 POST TO TO POST of l layer of GWB in accordanwith Architectural Drawings.POBT�PoaT I POaT SOB TO TO 60BPOST - POST T SOB l0 Post SW800 P09T P03T 900 PT 4x4 DF#2 TOPPAlL SDe POST Where ad)acent Shear Walls arein contact,nail studs together per 3/SO6.See 1/SO6 for spacial stud requirements at Shear WallPT 4x GUAR TOP RAIL I T 4x4 DF#2 TOP PAIL V SAT PUCESDRAIL(NO AT GUARDRAIL(NO AT GUARDRAIL(NO ` types P1-3,P1-2,P2.4,P2-3,end P2-2. SPLICES),/A34 EA I SPLICES)w/A34 EA E•, SPLICES),/A30 EA <� UJ END TO POST I END TO POST END TO POST /' 4. Headers shall be 4x6 U.O.N.See Detail l&SO6. '^ I �•, !��'.. 5. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structurel ZI Notes for fastening requirements. O �I �I CIO I LEGEND SX.X DETAIL CALI.- P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB SAG[.HOMES �No xTnw HORIZONTAL/DRAG STRAP SCHEDULE HOLD DOWM SCHEDULE C BEARING OR SHEAR WALL BELOW Sags Homo Northwest SIMPSON DETAIL PLAN SIMPSON DESCRIPTION PLAN SIMF ONANCHOR CALLOUT STRAP TYPE aso5lam Ave SE HOLDOWN REFERENCE/ C---L BEARING OR SHEAR WALL ABOVE Suite tie CALLOUT TYPE BOLT TYP NOTES Everett,WA JOIST/BEAM SCHEDULE � CS18x38" BEAM TO BEAM www.sageho .vim CS16x48" O STRAP — 14/SO6 U.O.N. PLAN TYPICAL SIMPSON �2 (2)CS16x36" BEAM TO BEAM POST BELOW TYPICAL SPACING JOIST/BEAM TYPE (2)CSl6x48" A CALLOUT FACE MOUNT HANGER 2 -- 14/SOB U.O.N. �' STRAPS BEAM TO JOB NO.: J1-19.2 19.2"ac — �3 C516x36" TOP PLATE \\e 22-447-02 J1-18 16"OC 11T/e"TJI 210 IUS2.08/11.88 u.o.n. O (3)CS78x48" 14/SOB U.O.N. BLOCKTHRU FLOOR FOR POST ABOVE(MATCH AREA) Jt-12 12"oc STRAP (2)CS18x3B' BEAM L PLOT DATE EA.TOP PLATE 2J1 — (2)1171C TJI 210 MIU4.28N1,u.o.n. O4 NOT USED HDR HEADER PER PLAN NOTE 4 09/02/2022 B1 — 13/4"x117/8"LSL HU11(MAX),u.o.n. ❑5 HTS30C TRUSSIB TO TOP PLATE ATE B2 — 3Y2"xl1T/a"LSL HUIHUC412(MAX),u.o.n. O VERTICAL — BEAM TO POST - DATE: 09/02/2022 o HTS30 TRUSS/BEAM (� FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) 82.5 3Y2"x11T/e'GLB HU/HUC412(MAX),u.o.n. © DSC2R/L-SDS3 TO TOP PLATE SCALE: Y4'=1'-0" B3 — S 'xl1T/e"PSL HU/HUCS12(MAX),u.o.n. OB STH014 — 171807 U.O.N. � DRAWN: BIDS TRUSS/BEAM " HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN B4 — 7"A 17%"PSL HHUS7.25/10,u.o.n. ❑7 DSC5R/L-SDS3 TO TOP PLATE CHCKD: RMH O7 HDUB-SDS2.5 SBT/e'>Q4 18/S07 U.O.N. �8 CS1Sx36" PLATE TO PLATE SHEET NO.: 0 1 2 ,4 8 B S03b