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I-a U s <br /> Q � 3 <br /> w, <br /> U <br /> ?I UNIT 13 UNIT 12 UNIT 11 UNIT 10 r/D <br /> al <br /> �I <br /> I <br /> I <br /> _ BTL <br /> 2 W PER `O 2 d 2 <br /> W PER 2 w PER 2 W PER S08 4/SOB, S08 PER <br /> 4/SOB, M SOB 4/SOB, M S08 4/SO6, M <br /> SIM SIM SIM SIM 4/SOB <br /> -C- __�_—_�_. _�_,_._�__ -�• _�.___-�.__ ENGINE <br /> - 6Vx18740L8 PLUS$ELT SMzte1l OLD FLUSH-EX <br /> FJkTENDSHEAR WALL 8HT0 (TOP FLUSH-EXTEND E%TENHIR WALL SHTG (TOP FLUSH-EMEND EXTEND SHEAR WALL 3HTG (TOPFLUSH-EXTEND EMEND SHEAR WALL SHTO (TOP FLUSH-EXTEND WALL SHrG J- o"a.v.,.w v.<aa,a <br /> WALLTHRU CORT.THRU FULL LENGTH OF UNIT) WALL THRU CONT.THRU FULL LENGTH OF UNIn WMISINGU CORT.THRU FULL LENGTH OF UNIT) WALLTHRU COM.THRU FULL LENGTH OF UNIT) CONT.THRU <br /> —DEMISING SPACE CORNER DEMISING SPACE CORNER DEMISING SPACE RNER OEMISINO SPACE CORNER CORNER-_ <br /> I T. <br /> 4 q 4 4 _ <br /> SOB S08 S08 S08CL <br /> _ <br /> a a a a r DESCRIPTION DATE <br /> J1-18 J7.18 J1-18 J1-16 co <br /> (j cTr coMMENTs oRnnoa <br /> 19 REVISIONS +VlMOso <br /> B3(F) 5 5 83Q _ . _ . _ 23(F) _5 5 — _B3ZL <br /> B B 2 s 2 5 > 5 2 2 TO HDIX5 Y -- <br /> 0 2 so15/S08- a <br /> -15/SOB sloes 2 > 2 am15/SOB ' 15IS08 soe 2 I - <br /> e vy 5/SOB v v 151$OB 15/SOB > _15/S08 '°T5 - kO <br /> O z <br /> A \. _\11 f? b ZX4— __- sT - _\ti L?b� SOB <br /> J <br /> q .� 2yk4 �2xa �21 - -_ B21 B2.5� 2 x4 ' z(y $2/$z.51.F1 <br /> 62/B2.6�F �_ B2IB2. �C _ . —3 V <br /> 81(F) ILL <br /> 9CH HD B7(F) - B1(F) 3C SCHDER —- <br /> HGR PER .�-HGR PER ,pR pHD B1(F) <br /> P1-6 O SC P16 - P16 <br /> —(F) HDR HDR- CONT61 F - -- <br /> OS I SOB CONT.81 I I HDR COM.B1(F) _ CONT.Bi(F) P- p I -` 2- O - -- Z <br /> _ HDR u <br /> / 3 3 ry 1r 3 3e\�I� '� 1r 3 O <br /> III \{ SOB ��/--�--' -_. - SOB U <br /> LU <br /> B .B 2 1 II r1121 <br /> 32 5(F/ B2 5(1) B 25(F B25 F) <br /> vJ <br /> 4 <br /> I 4 4 <br /> I IIII a — _ _ _ <br /> l2�zx ZX <br /> IF)--II _ II- - 2 31(F) -II `\ II---B1(F) Jl-19.2 <br /> ... -ll� 1. Floor- <br /> T' BB F HGR PER Pt:< ??+6 FLOOR FRAMING PLAN NOTES: a) <br /> HGR PER HOR PER <br /> I I s �SCHG 192 J119 gcr{o II((IIIII s'{� wlM edh Sheathing shall begroAck (panel <br /> Q124). <br /> Sheathingue a �ng too ramin31 Members enlls locking be ow <br /> p —B2/B2.5(F) �A ,B2/825(F) _ - 0 B2%B2.5(F)ry p --B2)62.5(F) _ •,_ - - nastFremmgmE on 8 oc 7. ten ra 9 M 0.7 O x 2Y Nails as follows. <br /> • Spea9cetlto min wi ' <br /> - ry Cb <br /> r y i Framing Field 10"oc <br /> 1 1 + t m I Bountlarles,Blocking,Struts 8"oc <br /> 6 808 80B e a SOB Soo a <br /> soe Boa soe soe m nd.Fos as Block Diaphragm.Framing <br /> provide 2X Flat Blocking(per 2h"N ds asforal Notes)at all Unframed Sheathing <br /> At areas{ Btl <br /> Panel es Fasten She and Blocking with 0 131'G x 214 Nails as follows. N <br /> Ed <br /> Sheathing Frem'nge kn w <br /> Framing,Edges 4'oc N <br /> iETBACK q 2-0'SETBACK q — — 0"SETBA q ETBACK q AZyS 3 �� Framing,Fleltl 10'oe a 0) <br /> /�1`e ,jyg 2- CK ,dp 2'•0"S ,,..�i <br /> SOB B3(F` Ia r� A B3(F� .4 A BISOB B3(F� re�� �1yP B3(Fi .6 �ry\r" Boundanes.Blocking,Salts 4'oc Q e <br /> (L �• L PT bits 1L PT B PT 10 4 L PT 2k10 swings 9 9 quremen• See Drewln for other Sheathing Nailing requirements. <br /> )R _ HDR W/2 i24 ®2'oc Vw 2 12tl 12"ac -- .• _ ..- _ W/(2)12tl®12'ac ® T2xi0 LEDGER y. 2-0" 2. Floor joists shell be sire and spacing shown on plan J0151 layout shown is a visual representation and shall be adjusted for N Z <br /> 2x10 G�t P47x10 EDG +d' f PT 2x10 LEDGER P _ SETBACK U t tl <br /> ... I O Qn O 4g (2)12d a � + prone a ons as require j rn_HDR tz Pp HDR > <br /> I _ pT4xa(DROPPED PT (DROPPED) — PT4xe(DROPPED) PT (DROPPED) — @ WALL FRAMING PLAN NOTES: E <br /> 0 A d xo A�' a B2/T2.a(F) " 3 EMer or Wells sha be Shear Wall type Pi-6 w th 2x6 Studs @ 16 oc u O.n. p <br /> 2.a(F) I t B21 B2.5(F) T N B2l B2a(F) T2l B2.a(F) N O <br /> B7(F) d,I kL /B1(F) 1T b3 T\\(,p)6 6+6��}/T kL 3 1T B7(F) ry Bi(F) 1T 3 s� I N C�j 6•��k1' 3 1T D-misr Walls shall be e(Studs @ with <br /> 1" u.o.n. <br /> 2 <br /> 19 3 I 3 19 Soe TO V N a �/ TO Soe 3 3 SDa Tp 3 a 3 To Soe 3 3 Dam s ng Walls shall be(2)wells wiM 1 Air Space Each wall shell be 2z4 Studs(d}16"oc u.o.n.n.Each wall shall be sheathed with /�� <br /> JJ POST TO TO POST 19 1B POST TO TO POgT 19 TO PTO <br /> l layer of GWB in accordance with Architectural Drawings � W <br /> SOB TO I TO SOB T PTO <br /> POST T SOB TO TO $g8 ] PTO <br /> POST ] Soo POST P. gDa gpo POST POST gpg FORT Where adjacent Shear Walls are in contact,nail studs together per 3/SO6.See 1/SO6 for special stud requirements at Shear Wall T7 <br /> PT44 DF42TOPRAIL PT 4x4 DF 2TOP RAIL �Y7/ V <br /> r- AT GUARDRAIL(NO E AT GUARDRAIL(NO types P1-3,P1-2,P2-4,P2.3,and P2-2. <br /> UJ <br /> 3 SPLICES)w/A34 EA 2 gPLICEIIIIA34EA 1 <br /> L END TO POST END TO POST ` 4. Headers shall be 48 U.O.N.Sae Detail 18/S06. <br /> I '-" �._�' /�..\ !�•.. 5. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structural y_ <br /> W I Notes for fastening requirements. O <br /> ZI <br /> =I Cz <br /> LEGEND <br /> DETAIL CALL-OUT r✓y� <br /> ®-X SHEAR WALL BELOW PER SCHEDULE OF I/SOB q///SAGC hOMPvS <br /> HORIZONTAL I DRAG STRAP SCHEDULE <br /> HOLD DOWN SCHEDULE BEARING OR SHEAR WALL BELOW gage Homes Northwest <br /> SIMPSON DETAIL PLAN SIMPSON DESCRIPTION 950519th A.SE <br /> PLAN SIMPSON ANCHOR CALLOUT STRAP TYPE ol <br /> CALLOUT HOEDOWN BOLT TYP REFERENCE/ [___] BEARING OR SHEAR WALL ABOVE Everesuatt,WA 9lTB208 <br /> JOIST/BEAM SCHEDULE TYPE NOTES ❑1 CS18x36" BEAM TO BEAM www.aagehomeanw.com <br /> CS16x48" <br /> O STRAP - 14!$O6 U.O.N. <br /> PLAN TYPICAL SIMPSON �2 (2)CS16)W' BEAM TO BEAM POST BELOW <br /> CALLOUT TYPICAL SPACING JOIST/BEAM TYPE FACE MOUNT HANGER O (2)CS16x48" _ 14/SO6 U.O.N. pr JOB NO.: <br /> CS18x38" BEAM TO <br /> y J1-19.2 19.2"OC STRAPS �3(3)CS18x48" TOP PLATE \\e BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 22-447-02 <br /> Ji-18 18"oe 117/e'TJI 210 IUS2.06/11.88 u.o.n. O STRAP - 14/SO6 U.O.N. BEAM TO <br /> J1.12 12"DO ® (2)CS16x36" PLOT DATE <br /> 2J1 -- (2)117/d'TJI 210 MIU4.28/11,u.o.n. O4 NOT USED FT TOP PLATE <br /> EAM HDR HEADER PER PLAN NOTE 4 08/29/2022 <br /> B1 - 1°/47k11%"LSL HU11(MAX),u.o.n. �5 HTS30C TRUS$/BLAT <br /> TO TOP PLATE <br /> B2 - V22'"x117/5"LSL HUMUC412(MAX),u.o.n. O VERTICAL _ BEAM TO POST (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) DATE: 08/29/2022 <br /> ] HTS30 TRTOP PLATE <br /> SCALE: V=1'-0" <br /> In 82.5 3Y2"x11/e'GLB HUIHUC412(MAX),u.o.n. © DSC2WL-SDS3 TO TOP PLATE <br /> B3 - 5Ysk117/e"PSL HU/HUC612(MAX),u.o.n. OB STHD14 - 171S07 U.O.N. DRAWN: BDS <br /> TRUSS/BEAM �" HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> B4 7"xl 17/e"PSL HHUS7.25/10,u.o.n. �7 DSC5R/LSDS3 TO TOP PLATE CHCKD: RMH <br /> O7 HDUB-SDS2.5 SB 7/e'SQ4 181S07 U.O.N. <br /> © CS16XW1 PLATE TO PLATE SHEET NO.: <br /> 0 1 2 4 8 16 S03b <br />