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C <br /> t-a U <br /> UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 cn <br /> z <br /> S08 SOB SOB S 6 SOB SOB SOB S08 SOB SOB s08 SOB SOB SOB SOB <br /> GLB S <br /> 5Yzx7Yz GLB r HDR HDR _._�_- __-Y_-. 1 _ x-' v,• _. <br /> 5YOVa GLB 8/S06 YzX714 GLB HDR H 5 DR iYzx7Yz OLB HDR 5Yzx7Yz BTL <br /> v' aB08 -- 8/SO6- - 8/506 O <br /> 4 4 4 4 ENGINEERING P.S. <br /> OB SOB <br /> S <br /> a Z wZ Z 9 wz -Z q0. <br /> z � R)z Es <br /> J1-18 a� --- J1-18 �a a� J7-18 _. `auJ. _ J1-18 1'ry� J1-18 N1 <br /> Es <br /> B 3 4 3 4 4 3 4 4 31� - - 3 - <br /> sos s0a soe S08 soe soe soe <br /> r„ a DESCRIPTION <br /> • e e CONl _ _ _ CONT_Bt(FL 'I - CONT.B1(F) <br /> P7-6 > <- P1-6 - - P1-6-� - - - - ENSIGNS osoaaozs <br /> CIttCOMMENTS ONtT/l0Y.1 <br /> ° <br /> ?ZT4 22XA ??N4 Olt 4 2 A 2 4 _2 ZX4 <br /> B2/B2,5(F) _ �_ B2/B2.5(F) _ B2/B2.5(F) 82/B2.5(F) J �� B2/Ell) <br /> r HGR PER jHGR PER HORPER HGR PER - HGR PER Z <br /> b SCHD / 3CHD SCHD 3CHD _ 3CHD <br /> 4(F) <br /> do <br /> m m O -j <br /> III I Ji-1 .262/- ..__B2/ J,-9.2 J1-9.20 0 21 '� B2! J1.19.2 � _-B2/ J1-,9.20 Z <br /> 11 .5 F) 82.5(F) ° ° B2.5 F) 82 5(F) °ADJUST JOIST (\ ADJUST JOIST ADJUST JOIST ADJUSTJ018T ADJUST JOIST XSPACING AS REO'D - SPACING AS RDD SPACING AS REODSPACING AS REDD SPACING AS REODTO ACCOMMODATE TO ACCOMMODATE TO ACCOMMODATE - - TO ACCOMMODATE TO ACCOMMODATEPLUMBING mP) PLUMBING(TYP) PLUMBING(TVP) PLUMBING mP) PLUMBING Pm)AzzxA LL <br /> R PER- �HOR PER Bi Bt F HGR PER /HGR PER Bi :/HGR PERB1 FSC <br /> HD SCND (� () (� () <br /> SCHD 3CHD i SCHD <br /> + . - <br /> 82l B2.5(F) . . -. . - - - - - <br /> .: d� - � B2/B2.5(F) � � �p �_- B2/B2.5(F) <br /> J1-18 J1.18 J1118 J1,18 J1-16 X <br /> Q) <br /> c: <br /> BLOCKED HDR HDR BLOCKED _ <br /> -----DIAPHRAGM - --�� _ - _ -- _ <br /> .. BLOCKED HDR <br /> (SHADED)PER Ji' 4?,- L4/.Q ,•Li-b d ��(SHADED)ER ISHAD DR PERM 4 4 �}d Z,'FG (SHADEO)ER W 'y-FA dot-6 ��SHADED�PER y� <br /> pT _ 0' C NT.B3(F) �^ CONT.B3(F) `C NT.B3(F) _ HD CONT.B3(F) d J,-19.2 _HD <br /> DIAP 4 d <br /> �p PLAN NOTE 1 PLAN NOTE 1 4 d PLAN NOTE' 4 d 1 PIAN NOTE 1 p <br /> 9.2 Ji-19.2 Jt 192 <br /> (sHA ) _ CONT B3(F) 1 19.2 _ <br /> 1 PT LD (/� <br /> IF- <br /> !. 1p - 1� a -��' - 1 - <br /> _ � - alSOs77 <br /> 2 CONT B1(F) sae ape soe CONT Bi(F) '%;,<CONT. , F ,;.,.L soe 8 e soe CONT.B1(F) soe O 3 <br /> 4x8(DROPPED) T4X8(DROPPED) C NT Bt(F)HDR III HDR 1-2 HDR HDR O HDRJ� O <br /> WALL SHTG CONT. © MONO 1.2 WALL SHTGCONT. WALL SHTG CONT. MONO - WALL SHTG CONT. MONO P11-2WALL SHTG CONT. �' f/l Z <br /> ] THRU CORNER ry x" TRUSSES nr THRU CORNER THRU CORNER ry SSES N THRU CORNER BISOB 4' TRUSSES N THRU CORNER ] <br /> 81Mm SOB ®TI'ac 308 SIM SIMpe soe ®24"a 8� SIMae SIM ®24"a SOe Sim goe 3 E <br /> d 0 <br /> > U <br /> W <br /> w <br /> i <br /> O <br /> CZ <br /> FLOOR FRAMING PLAN NOTES: LEGEND <br /> 1. Floor Sheathing she e c (Penal Spen Rating 4).Glue Sheathing to all Framing Members an oc Ing low <br /> with adhesive conforming to A.PA.SpedBcetion AF.1.Fasten Sheathing to Framing with 0.131"11 x I Nails ea follows: <br /> Freming,Edges B"OC DETAILCAU-OUT <br /> Freming,Field 10"00 1"�Y/ISoGLFiOMGS <br /> Boundaries,Blocking,Struts <br /> Atareas indicated as Blooked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel Pi- SHEAR WALL BELOW PER SCHEDULE OF 1/806 <br /> HORIZONTAL/DRAG STRAP SCHEDULE Edges.Fasten Sheathing to Framing and Blacking with 0.131^0 x 2Y"Nails as follows: <br /> HOLD DOWN SCHEDULE Framing,Edges 4"oe sage Homes Northwest <br /> SIMPSON DETAIL PLAN SIMPSON BEARING OR SHEAR WALL BELOW <br /> PLAN SIMPSON ANCHOR CALLOUT STRAP TYPE DESCRIPTION Framing,Field 10'oc <br /> HOEDOWN REFERENCE/ ssOs 1 stn Ave BE <br /> Boundaries,Blocking,Strata 4"ac suite A 9 <br /> CALLOUT BOLT TYP See Drawings for other Sheathing Nailing requirements. ___ Eveage om s-c <br /> TYPE NOTES [ ] BEARING OR SHEAR WALL ABOVE se h mesnw.com <br /> 820 <br /> JOIST/BEAM SCHEDULE �1 CS18x38" BEAM TO BEAM --- www. ge o <br /> CS18x48" - 14/SO6 U.O.N. 2. Floorloists shall be size and spacing shown on plan.Joist layout shown is a visual representation and shall be adjusted for <br /> STRAP x38" <br /> TYPICAL SPACING JOIST/BEAM TYPE <br /> 1 <br /> PLAN TYPICAL SIMPSON (2)Cs18 BEAM TO BEAM <br /> WApenetrations as required. <br /> (2)CS16x48" LL FRAMING PLAN NOTES: <br /> CALLOUT FACE MOUNT HANGER O - 14/S08 U.O.N. ----- - POST BELOW <br /> STRAPS 3. Exterior a Is shall be hear ell type P-B with 2x8 Studs aq u.o.n. JOB NO.: <br /> y J1-19.2 19.2"cc �3 CS18x38" BEAM TO Interior Wells shell be 2x4 Studs @ 16"oc,u.o.n. 'old <br /> (3)CS18x48" TOP PLATE Demising Walls shall be(2)wells with 1"Air Space.Each wall shall be 2x4 Studs @ 16"oe,u.o.n.Each wall shall be sheathed with \O 22-447-02 <br /> J1-18 18"oc 11]/e"TJI 210 IUS2.08/11.BB u.o.n. O STRAP - 14/SOB U.O.N. 1 layer of GWB in accordance with Amhitedural Drawings. \\tee S' J7-12 12"oc �4 (2)CS16x38" BEAM TO BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) <br /> EA.TOP PLATE Where adjacent Shear Wells are in contact,nail studs together per 3/S06.See 1/SO6 for special stud requirements at Shear Wall PLOT DATE <br /> 2J1 - (2)11]/e"TJI 210 MIU4.28/11,u.o.n. O4 NOT USED types P1-S P1-2,P24,P2-3,and P2-2. 09/02/2022 <br /> Bi - 1°/4"x11]/e'LSL HUI I(MAX),u.o.n. �5 HTS30C TRUSS/BEAM rs sh HDR HEADER PER PLAN NOTE 4 <br /> TO TOP PLATE 4. Headeall be 4xB U.O.N.Sae Detail 1S/SO6. <br /> B2 - 3V'x11]/e"LSL HUIHUC412(MAX),u.o.n. O VERTICAL HTS30 - BEAM TO POST DATE: 09/02/2022 <br /> 6. Built-up Stud in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sae General Swdural <br /> m B2.5 3Yz'x11]/e'GLB NUMUC412(MAX),u.o.n. �8 DSC2RIL-8DS3 TRUSS/BEAM Notes for fasteningening requirements. (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Ya'=1'-0" <br /> TO TOP PLATE <br /> B3 - SY4"x11]/e'PSL HUMUC812(MAX),u.o.n. O STHD14 - 17/S07 U.O.N. DRAWN: BIDS <br /> - T'x11T/e"PSL HHUS7.25/10,u.o.n. �7 DSC5R/L-SDS3 TRUSS/BEAM <br /> OTO TOP PLATE / HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH HDU&SDS2.5 SB]/e">Q4 18/S07 U.O.N. <br /> �8 CS18x36" PLATE TO PLATE : SHEET NO.: <br /> 0 1 2 4 8 18 <br />