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-a U <br /> �i HLI <br /> U <br /> N pi <br /> UNIT 13 UNIT 12 UNIT 11 UNIT 10 <br /> I <br /> I <br /> SOB SOB 308 SOB SOBBTL <br /> SOB 308 SOB SOB S08 SOB S08 <br /> I <br /> 7fg- - - ENGINEERING P.S. <br /> 8/SO6 5' 7;GLB HDR HDR 5Y2x7Y2 GLB 9/SOB 6Yzx7Y2 GLB HDR A, I <br /> WSW <br /> 14 - 4 4 4 T. <br /> I <br /> S 0 BIDSS08 S08 " +�di N <br /> I <br /> Z� I' �Z Z� .=,sm.am.�z.sw <br /> I a� J1 ER-18 \ o� ra o J1.18 �i. aJ J1-18 o�a ' a� o J1-16 wPT N OAre <br /> Mrt sET aersa2o2z <br /> I 3 3 p 3 Zo O 8 REv a2o2s <br /> S08 SOB�°N IPi � SOB w S08 SOB <br /> .. <br /> _ _ _CONT.B1 F) CONT.B1(F1 CONT.B1(F) - _. y _ CONT.B s: e ell <br /> sales : S Ie a fs m a= s- e o e ..- .. _ . <br /> P1-6 )'�C P1-6 <br /> I � Z <br /> yPx4 Q <br /> _B2/B2.6(F) - _B2/82.5(F)- - - -B2/82.5(F) _ _ <br /> HGR PER HGR PER - HOP PLH� HGR PER r Ur O <br /> -_ SCHD BCHD SCHD SCHD 6 <br /> III <br /> n I M I n rLL C z <br /> I 22vA IF) <br /> 2 / IIII \ 4 LL LG <br /> IST JOIST I - ADJUBT JOIST :. ADJUST JOIST ADJUST JOIST _„ ADJUSTJOIST 2 Q <br /> AB REO'0 I SPACING AS REO'D J1-19.2 / B2! J1.92 SPACINGASREO'D SPACING AS REDID J1.19.2 B2/ - B2/ J1.92 SPACINGASREO'D rr+•�� <br /> Bill E I. TO ACCOMMODATE B2.5(F) B2.6 TO ACCOMMODATE TO ACCOMMODATE B2.5(F) B2.5(F) TO ACCOMMODATE LI.1L <br /> ING(iW) I PLUMBING(TYP) I. PLUMBING(TYP) PLUMBING(TYP) IIII PLUMBING(Typ) 1._ <br /> 4 iz� <br /> ??x4 ' IIII HGR PERHGR P HOR PERI "HGR PER B1(Fj SCHDScl1D Bt(F) SCHD r SCHD B1(F) <br /> -- p - - S2/B2 5(F(F): :B2/82.5(� :p B2/B2.5(F): -. - - : - <br /> ��ti+ yr ry /" FLOOR FRAMING PLAN NOTES: E <br /> I oor eet ng a a e.t c ane pan ng 4 4). ue eat ng to a rem ng em era an o ng low <br /> J1.18 J7-18 J1-18 J1.18 with adhesive wnforming to A.PA.SpeclScatlan AFG-0i.Fasten Sheathing to Framing with <br /> 0.131"0x21z"Nails as follows: CID <br /> framing,Edges 8"DOIL I <br /> -- Freming,Field I0;o= <br /> Boundaries,Blocking,Struts B"Oc (n <br /> :KED I BLOCKED HDR _ _.HDR BLOCKED BLOCKED HDR HDR BLOCKED •g At areas Indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> HRAGM DIAPHRAOId I� DIAPHRAGM N DI. DIAPHRAGM A _ DIAPHRAGM Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x 21z"Na Ie as follows' C y <br /> lONOTEER r4/2"r9 I PLAIN..'�% (BPER <br /> AO NSID OTE 1 4 4 4 (i A Al PLANDNOTEER 4+4 \b�2+ (SPtANENOTER J 4 4 4 ANY- �! p J1.9.2 (PUNSHADENOTER of• �9,Edges_ 4"OO C O ;VFromm <br /> Ji 192 �'CONT.B3 F CONT.83 F 1 Ji-9.2 "4 CONT.B3 F _ CONT.B341ff) Framing Field 10"oe tm <br /> O O O 0- '�jI �k-e-;� 'r - '� ,��//' Boundaries Blocking,StrutsSISO6• l • e/S06 > 'X` ? Sea Drawn fto1< gs or otherSheathng Nailing requirements.81(F) I CONT.61(F) 8os goo CONT B1(F) CONT 81(F) <'. eoegpp '�x CO 1 F 2 or Jsts shal b e p g own p n Joie y tshown saysual p sentation and shall be I ed forN 4x8(DROPPED) 4x8(DROPP D) T� T_ _T 4x8(DROPPED) 4x8(DROPP D) 1• p netrat penetrations as required. <br /> y s acn shown on le tie layout re re atl'ust <br /> )R HDR p HDR Pi-2 HDR I HDR p <br /> MONO d MONO a WALL FRAMING PLAN NOTES: <br /> rG CONT. I WALL 3HTG CONT. N WALL 9HTG LONT. WALL SHTO CONT. WALL 9HTG CONT <br /> ORNER THRU CORNER TRUSSES ry > N THRU CORNER THRU CORNER TRUSSES R' > ry THRU CORNER ] error a e e e of all type -S W to 8 Oc,a.0jr. ^` ; <br /> ] ] am Interior Wallis shall be 2x4 Studs a 16"oc,u.o.n. VJ <br /> ] ] 2P. ®24°oc GI <br /> ® e <br /> 809 I oe gas oe eoe soe spa 81M Demising Wells shall he(2)wells with 1"Air Space.Each wall shall be 2x4 Studs�16"oc,u.o.n.Each wall shall be sheathed with � W ro <br /> SIM I SIM BIM sIM 1 layer of OWE in accordance with Architectural Drawings _0 Cn <br /> I Where adjacent Shear Walls are in contact,nail studs together per 3/506.See 1/S05 for spacial stud requirements at Shear Well w <br /> types P1.3,P1-2,P24,P23,and P2-2. <br /> 4. Headers shall be 4x8 U.O.N.See Detail 16/SOB. <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 0 <br /> Notes for fastening requirements. <br /> UI >` <br /> 41 �V <br /> �I <br /> LEGEND <br /> DETAIL CAL1C,U1 <br /> 1'7�IS�D hOM[S <br /> (� SHEAR WALL BELOW PER SCHEDULE OF 1/SOB <br /> HORIZONTAL I DRAG STRAP SCHEDULE <br /> HOLD DOWN SCHEDULE Saga Nomn Northwest <br /> PLAN SIMPSON DESCRIPTION 0 BEARING OR SHEAR WALL BELOW 950 <br /> PLAN SIMPSON SIMPSON ANCHOR DETAIL CALLOUT STRAP TYPE S a-I h 18 SE <br /> HOEDOWN REFERENCE/ Everett,WA 9820 <br /> JOIST BEAM SCHEDULE CS18x38" B <br /> CALLOIfT TYPE BOLT TVP NOTES BEAM TO BEAM BEARING OR SHEAR WALL ABOVE www.sagehomesnwoom <br /> CS16x48"/ �1 <br /> STRAPSTRAP - 14/SOB U.O.N.1 <br /> � (2)CS18x38" BEAM TO BEAM <br /> PLAN TYPICAL SPACING JOIST/BEAM TYPE TYPICAL SIMPSON 2 <br /> CALLOUT FACE MOUNT HANGER � (2 STRAPS -- 14/1 U.O.N. A POST BELOW <br /> rn Jt-18.2 18.2"oc - �3 CS78x38" TO�LATE r JOB NO.: 22-447-02 <br /> Fit J1.18 16"oc 11T/s"TJI 210 IUS2.08/11.88 u.o.n. O (3)CS18x48° 14/SOB L.O.N.STRAP BEAM TO BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> JI.12 12"oc ❑4 (2)CS18x38" PLOT DATE <br /> FA.TOP PLATE <br /> 2J1 - (2)113, TJI 210 MIU428/11,u.o.n. O NOT USED 08/29/2022 <br /> TRUSS/BEAM <br /> B1 - 1ei1]/e"LSL HU11(MAX),u.o.n. �5 HTS30C TO TOP PLATE HDR HEADER PER PLAN NOTE 4 <br /> N 62 - 3Y2"x11]/e"LSL HUBEAMHT330 TRUSSIBEAM 9/2 <br /> /HUC412(MAX),u.o.n. O VERTICAL - BM TO POST DATE: 08/2022 <br /> m 82.5 - 3Y2"x11'/e'GLB HUIHUC412(MAX),u.o.n. © DSC2RIL-SDS3 TO TOP PLATE (F) FLUSH FRAMED(eOTT.FLUSH wi BOTT.OF FRAMING) SCALE: Ya"=1'-0" <br /> B3 - 5%4"x11%"PSL HUIHUC612(MAX),u.o.n. O STHD14 - 17807 U.O.N. DRAWN: BIDS <br /> B4 - 7"x113s'PSL HHUS7.25/10,U.O.n. �7 DSCSRIL-SDS3 TRUSEAM <br /> TO TOP PLATE HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PIN CHCKD: RMH <br /> O7 HDUB-SDS2.5 SB]/e">Q4 18IS07 U.O.N. <br /> �8 CS18x38" PLATE TO PLATE SHEET NO.: <br /> 0 1 2 4 8 18 SO4b <br />