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a U �
<br /> UNIT 21 =Q1 Z
<br /> i� JOIST BEAM SCHEDULE C
<br /> 1 PLAN TYPICAL SPACING JOIST/BEAMTYPE TYPICALSIMPSON �^
<br /> CALLOUT FACE MOUNT HANGER
<br /> 1 J1-19.2 19.2"oc
<br /> 19 7 19 1 19 J1-18 le"Oc 11T/e"TJI 210 IUS2.08f11.88 u.o.n.
<br /> SO6 S08 908 SOB JI-12 12"o0
<br /> Sim
<br /> I 2J1 - (2)11r/e'TJI210 MIU4.28/11,u.o.n. BTL
<br /> SIM g_._ _- _� rn 81 - 1s/4"xl1r%"L$L HU11(MAX),u.o.n. -
<br /> 5Y2i GLB FOR HDR B2 - 3Yz'x11Ue'LSL HUIHUC412(MAX),u.o.n. ENGINEERING P.S.
<br /> 8/s08- m B2.5 - 3Y2"xl1T/e"GLB HUIHUC412(MAX),u.o.n.
<br /> B3 - 5Y4'xl$e'PSL HU/HUC612(MAX),u.o.n.
<br /> S08 B4 - T'x11T/e"PSL HHUS725/10,u.o.n. �T e
<br /> UNIT 24 UNIT 23 UNIT 22 L
<br /> ppT HORIZONTAL I DRAG STRAP SCHEDULE rvmmN'
<br /> rq i =W �_lq HOLD DOWN SCHEDULE Rs4aon s°name
<br /> PLAN SIMPSON DESCRIPTION +SIMPSON DETAIL
<br /> J116 CALLOUT STRAP TYPE oscavrl ry oAre
<br /> f§p 3 § §m PLANHOLDOWN SIMPSON ANCHOR REFERENCE! PERMn sEr saroxrso2z
<br /> N N S08 CALLOUT BOLT TYP CITY coMMENn ovn on J TYPE NOTES ION waazs2s
<br /> S08 SOB SOB S08 SOB SOB SOB SOB SOB B/SOB a CS16x48" - 1❑ CS18x36" BEAM TO BEAM
<br /> CONT_81(F) O STRAP 14/308 U.O.N.
<br /> CS16x4 18x38
<br /> ,rz....,, .,^+:. .:,,:•;r.•k;,.-: I ,..,,: _.=�__•_ ,;,r:. .:, _._ .., -- ,..:.,;. -_� _ - (25TRAPS" -
<br /> _ SIM ^. /r. �2 (2)CS " BEAM TO BEAM
<br /> = O 14/SOB U.O.N.
<br /> Y2 �3 CS16x36" BEAM TO
<br /> a 5Yzx7Y2 GLB HDR 5Y2x7Y2 GLB FOR HDR 5 x7Y2 GLB (3)C518x48° TOP PLATE
<br /> 8/SO6
<br /> STRAP rvry'-
<br /> 4 4 221L4 z 2X4- ® (2)CS78x38" EA.EAMTOP ATE Cc Z
<br /> 2
<br /> q.
<br /> 4 B2/B2. NOT USED 5F Q
<br /> O SY
<br /> SOB SOB __ -_ -_ O
<br /> HGR PER ;' HGR PER VERTICAL ❑g HTS30C TO TOP PLATE O TRUSS/BFAM
<br /> - SCHD SCHD O •• BEAM TO POST - O
<br /> HTS30
<br /> W - - S08 ca I a © DSC2R/L-SDS3 TRUSSIBFAM --I
<br /> n G G 1 \, OB STHD14 - 17/S07 U.O.N. TO TOP PLATE IL z
<br /> W •'4 uZI z rq W'.z =rq 22x4 - �7 DSC5R/L-SDS3 TRUSS/BEAM Q _
<br /> J1,16 �a ,ar J1-16 �o- a� J1.18 �a I I \../ 7 HDU8-SDS2.5 SBT/e"1Q4 18IS07 U.O.N. TO TOP PLATE Ir C
<br /> J7-19.2 �._ O G
<br /> 8 0 2/- 111 82/ 8 CS1Bx36" PLATE TO PLATE Q
<br /> ADJUST JOIST f
<br /> _ CONT.,B11F� _ _CONT.Bi(F) _ _ CONT.Bi(F� SPACING AS REO'D LL
<br /> «i-8 --.- r Pi$ 16 e e e PLUMBING(TYP)TE
<br /> P o NOR PER , HGR PER
<br /> B1(F) SCHD r SCHD X
<br /> zax� _ . -
<br /> �2 B2182.5(F) a �
<br /> O B2/B2.5(F) B2/82.5(H� a +� FLOOR FRAMING PLAN NOTES: CD
<br /> .E21 B2.5 F N4 2 ??xv ti
<br /> J1.18Floorshea(ng shall t ium pan at ng 48/24).Glue Sheathing to all Framing em re en Blocking below r
<br /> r j HOR PER i HOR PER HGR PER _ wdh adh hre conforining to A A.Specill AFG-0 Fasten Sheathing to Framing with 0.131"0 x 2Y2"Nails as follows:
<br /> es .P. lion 1.
<br /> scXD SCHD SCHD Framing,Edgae 6"oc `�
<br /> asses
<br /> '•m - Framing,Field 10 oc
<br /> Y3 BLOCKED HDR HDI Boundarles,Blocking,Struts 6 oc N
<br /> DIAPHRAGM - At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel
<br /> �• 2. A ? q 'I.'I-p (SHADED)PER��4 4 ,�-h=T Edges Fasten Sheathing to Framing and Blocking with 0131"0 x 2Y"Nails as follows y
<br /> \pyuN NOTE 1 Ji-19.2 CONT 83(F) 4 h Framing,Edges 4"oc CO rU
<br /> 0 2 f 0 2 f B2/ Jt-19.2 � _ _ _ _ _ - Freming,Field 10"oc O 3
<br /> CD
<br /> J7.19.2 Jt-9.2 - Boundaries Blocking,StrUts 4 oc c 82.5(F) B2.5(F) 82.5(F) e 11 See Orawing&for other Sheathing Nailing requirements, N 0
<br /> lY ADJUST JOIST ADJUSTJOIST ADJUST JOIST �• 11
<br /> G SPACING AS REO'D SPACING AB REO'D - CONT B1(F) So 2. Floorjolsts shell be size and spacing shown on plan.Joist layout shown a v suet representaron and shall be adjusted for
<br /> SPACING A8 REO'D �- ` •e0a y
<br /> TO ACCOMMODATE TOACCOMMODATE TO ACCOMMODATE 8/SOB IJ_ _ -_r 4x8(DROPPED) 4x8(DRI O
<br /> PLUMBING(TYP) PLUMBING(TYP) PLUMBING(TYP) $IM HDR penetrations as required. O E
<br /> �r py.4 - ...,
<br /> ? 4 ? -4 2 WALL SKID CONS. D'� r'' MONO �, 1 �'' WALL FRAMING PLAN NOTES: _ _ �- " O
<br /> Blip) HGR PER ;�- B1 /H.RPER HGRPER THRU CORNER TRU8sE8 �• s, A or ease ear Btype 1-6 Wit x6 us oc,u.o.h_ SCHD '/' (�� SCHD - SCHD B1(� �e a ®24"x 1 Imerlor Walls shall be 2x4 Studs @ 16'oc u o n j
<br /> ( spa Damming Wells shall be(2)walls with 1'Air Space Each wall shall be 2x4 Studs 16"o0,u.o.n.Each wall shall be sheathed with UJ
<br /> ? B2 f B2.6 IF) ti e B2/82.5(F(F)• - ,f B2/82.5 IF) 'P Sim 1 1 layer of GWB n accordance with Architectural Drawings, U)
<br /> • `t- o' rb ) Whom adjacent Shear Wells are in contact,nail studs together per 31806.See 1/SO6 for special stud requirements at Sheer Well w
<br /> J1.16 A 16 it-'is I types P1-3 Pi-2,P2-4 P2-3,and P2-2.
<br /> zl 4. Headare shall be 4.8 U.O.N.See Detail la/S06. L
<br /> r JI 5. Built-up Stud Groups in Wells supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural O
<br /> ' Notes for fastening requirements.
<br /> =77<' BLOCKED HDR BLOC _HDR_ HDR_ gL KED of
<br /> DIAPHRAGM 4 4 - DIAPHRAGM
<br /> 4 N DIAPHRAGM gI
<br /> (SHADED)PER Ary (BNAOED)PER 4 Z7- '..AA N D)PER 4 Z l y
<br /> P PLAN NOTE i J1.19.2 CONT.83 F 4 1 PLAN NOTE I Jt-19.2 I 4 N �' h J1 GTE 1 kq 1 2
<br /> O CONT.B3(F) CONT.B3(F)
<br /> _ ti - . - . _ - _ LEGEND
<br /> 8/$06
<br /> ,. CONT 81(F) < > e� _ CONT.61(F) sqe t 9oe CONT.B1(F)
<br /> 4x8(DROPPED) 4x8(DROPPED) 4x8(DROPPED) T _ T: DETAIL CALL-GUT
<br /> FOR P- HDR / HDR �`-I P_1-2 / SAGCF10MC5
<br /> WALL SHOO CONT. a MONO WALL SHTG CONT. LP1-2 N J - x o a T n w c a r
<br /> T THRU CORNER ry MONO WALL SHTG COW SHEAR WALL BELOW PER SCHEDULE OF IIS06
<br /> TRUSSES 8/$O6 THRU CORNER \' TRUSS h a h THRU CORNER
<br /> SOB
<br /> SIM 80a ®24 oc $IM sm a ®24b° e
<br /> 8Oe Sege Homes Northwest
<br /> BIM Sw spa 8IM 0 BEARING OR SHEAR WALL BELOW
<br /> 9505 1gin Ave SE
<br /> Suite 118
<br /> BEARING OR SHEAR WALL ABOVE ww
<br /> Eye a tt Wm snWO
<br /> B eho com
<br /> 2L POST BELOW
<br /> H\ JOB NO.:
<br /> 22-447-02
<br /> BLOCK THRU FLOOR FOR POSTABOVE(MATCH AREA)
<br /> PLOT DATE
<br /> 09/02/2022
<br /> HDR HEADER PER PLAN NOTE 4
<br /> DATE: 09/O2/2022
<br /> (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Ya'=1'-0"
<br /> DRAWN: BDS
<br /> X
<br /> HOL0.00WN TO WALL ABOVE PER SCHEDULE ON PLAN CHI RMH
<br /> SHEET NO.:
<br /> 0 1 2 4 8 16
<br />
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