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I-7 V <br /> W, <br /> x <br /> UNIT 14 <br /> JOIST/BEAM SCHEDULE <br /> �Z� I PLAN <br /> TYPICAL SIMPSON <br /> C T TYPICAL SPACING JOIST/BEAM TYPE FACE MOUNT HANGER <br /> y Ji-,9.2 19.2"oc <br /> D 7 19 I J1-16 ,8"oc 11T/a"TJI 210 IUS2.06/11.88 u.o.n. <br /> S06 S08 SOB , Sl Q, Ji-12 121.oc BTL <br /> 8/SOB I 2J1 - (2)117/e"TJI 210 MIU4.28/11,u.o.n. <br /> SIM _ B1 - is/"x11%"LSL HU11(MAX),u.o.n. <br /> HDR 5Y2x7Y2_G_LB7 WSW - 5Y207. B2 - 3Y2"xt 17/a"LSL HU/HUC412(MAX),u.o.n. ENGINEEIUNG P.S. <br /> opB2.5 - 3Y2"xl I%"GLB HU/HUC412(MAX),u.o.n. <br /> B3 - 5%"x11T/"PSL HU/HUC612(MAX),u.o.n. <br /> 4 B4 - 7"xl1T/a"PSL HHUS7.25/10,u.o.n. T• <br /> SOB s <br /> UNIT 17 UNIT 16 UNIT 15 <br /> __ <br /> - <br /> i HORIZONTAL/DRAG STRAP SCHEDULES <br /> z z HOLD DOWN SCHEDULE Rc4am smaa"N <br /> a-wi - J1-16 a ,aLU PLAN SIMPSON S1O9B S7O B S,O9 B ,9 SOB SOB SOB SOB - POLAN SIMPSON DETAIL CALLOUT STRAP TYPE DESCRIPTION <br /> •. oRssecvlRs iPanNos N paevnrosnAwMrzTzza <br /> HOEDOWN SIMPSONAHOR PaTSETN SOB CALLOUT BOLTTY REFERENCE/ i cwcom.- <br /> 7 g TYPE P NOTES CS16x36" BEAM TO BEAM S 1 ) -S SPA a90 zvxas <br /> aleale BISOS 14/SOB U.O.N. <br /> 31M Pi 2 (2)CS16x36" BEAM TO BEAM <br /> (2)CS16x48"STRAPS - 14/S08 U.O.N. <br /> SY2x7�2 GLB HOR `.' HDR 5YzxAa GLB --- �3 CS16x38" BEAM TO <br /> _ 8/$OB 5YzX7Y GLB HDR - _ -- - - L <br /> N-;s o 8IS06 - - - -_.: - _. O STRAP - 14/SO6 U.O.N. <br /> r (3)CS,Bx48" TOP PLATE <br /> - " -A ❑4 (2)CS16x36" BEAM TO <br /> S08 S08 - -_ 4 �Z,2�_ ? 4 ZA EA.TOP PLATE LL <br /> - _ - _ S08 - B2/B2.5(F)- -I 4O NOT USED <br /> - � - scHD ER 5 - BEAM TO POST TRUSS/BEAM O <br /> ' VERTICAL ❑5 HTS30C TO TOP PLATE O <br /> I HTS30 <br /> © /I� <br /> DSC2R/L-SDS3 TO TOP PLATE LL v <br /> STHD14 <br /> _ _.. zc? / Illl (2�px4 a DSCSR/L-SDS3 TRUSS/BEAM Q L_ <br /> _ TO TOP PLATE C J,-16 0,-+o_ a ` J1-16 a•J Ji-,8 J a O HDUB•SDS2.5 SBT/s"x24 18/S07 U.O.N. C <br /> y 3 4 3 I B2/ Ji-19.2 ADJUST JOISTADJUSTJOIST <br /> mm SPACING A8 REO'D SPACING A8 RED' � CS,6x36" PLATE TO PLATE <br /> $DO ;. 508 - SOB v - $08 - B2 5(F) TOACCOMMODATIE TO ACCOMMODAI <br /> -,^ - - - I PLUMBING(TYP) PLUMBING(TVP) H LL <br /> CONT.61(F) o�. CONT.B1( y CONIT,B1(F) lJ _ LL, <br /> _P16 PI-6 P � A 2 <br /> _ I HGR PER I.(F) I _ <br /> Z f� SCHD - . i� <br /> ,... B2/B2.5(F) B2/B2.5 ? 4 24 ?xa <br /> -(�- - - - - -B2/82.5(F) <br /> v FLOOR FRAMING PLAN NOTES: <br /> A 16 1. Foor Sheathing sell be Y.truck (Panel an sting 48/24).Glue heaNmg to a rammg Members entl Blocking below <br /> . HGR PER SCHD /II^ _ with adhesiveconfomlingto A.PA.$ecificabon AFG-01.Fasten Sheathingto Framing <br /> f" SCHD; SCHD - r✓ HG SCHC Framing,Edges p 6'Dc wth0731'0x21z'Ne is 85 f011ows: �y� <br /> „•, 2 4 m I I .. HDR _. �y�-DBHADED ER Free Block 10'oc Wei <br /> m �� m I - <br /> IAPH <br /> Boundades Blocking,Struts 6 oc <br /> ' - - BLOCKED At areas indicated Beas Blocked Diaphragm,provide 2x Flat Blacking(per General Structural Notes)at all Unframed SheathingPanel <br /> DIAPHRAGM- Sheathing g with 0131'0 x 2Y"Nails as follows: W <br /> l(y N Ned• (SHADED)PER <br /> 2 I I I - ?4'4 ZK /J + Ji-18.2 PLAN NOTE 1 4 4 N PLAN NOTE 1 J) Edges Festeamg,Edges Framing and Bladcm4 oc C N ADJUST JOIST ADJUST JOIST ADJUSTJOIST B/B/r, CONT.B3(F)L' E <br /> SPACING AS REO'D J1-1B.2 B2/ "'- 82/ Ji-9.2 SPACING AS REO'D SPACING ASREO'D JJ-19.2 ' 2/ ^� -` - = Freeing,Field t0 ac' �+ <br /> TOACCOMMODATE B25 F 825 F ltp CEMMODATE - TO ACCOMMODATE l .. Boundaries BIOCI(In St1UtS 4'OC L <br /> PLUMBING(TYP) - �) I I () PLUMBING RY) B2.5(F) , 6 9. C <br /> (TYP) PLUMBING P See Draw ngs for other Sheathing Nailing requirements. <br /> `" soe CONT Bt F Z. <br /> i <br /> 4x8(PROPPED) = 2. Floore joists tra4o s asll size and spacing shown on plan.Joist layout shown is a visual representation and shall be adjusted for <br /> ?yr4 \�IIII 22xA ? ? MONO g HDR P7-2 HDR Pe on required. 0 C-- 4 ..1 TRUSSES P,- WAIL SHTG COW.. I WALL SHTG COW WALL FRAMING PI AN NO TES: _ <br /> HGR PER .HGR RER y 24°pt: n� THRU CORNER <br /> Bt(F) SCHD i SCHD B,(F) HGR PER T ) T THRU CORNER Exiedor ells shell be S ear Welty <br /> Pi w t 2x6 tutl3 @ 16'oc u.o.n. <br /> _ SCHD a SOe 80e Interior Walls shall be 2x4 Studs @ 16'oc u.o.n. <br /> ] N <br /> B2/B2.5 F - ' - ' - ' - ' 309 I Demising Walls shall be(2)walls with t'Air Space Each wall shall be 2,4 Studs @ 1 B oc u.o n Each wall shall be sheathed with L>2 () b B2/B2.5(F) a, ? B2/B2.5(F) P SIM I 81M 1 layer of GWB n accordance with Architectural Drawings <br /> `L ry I Where adjacent Shear Walls are in comacl nail studs together per 3/SO6.See 1/SOB for special stud requirements at Shear Well <br /> J1-16 -- Jt-16 J1.18 I types P1-3,P1-2,P24 P2 3,and P2-2. W <br /> 4. Headers shall be 4x8 U.O.N.See Detail 18/SO6. <br /> r L- W I I 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 /> _ <br /> " BLOCKED _. HDR ,u HDR DIA ___ BLOCI�D " BLOCKED HDR �I Notes for fastening requirements.- - ___ --_ i/0 <br /> K(SHADED)ER 4 a✓ <br /> PLAN NOT J1-19.2 4 Nry N I `sHADEDI PER N (SHAOED)PERM�I 4 4 t FICz <br /> PT LD = CONT.63(F) CONi.B3(F) J1-19.2 PLAN NOTE 1 4 PUN NOTE 1 J1-19.2 ".CONT.B3(F] 4 - _ gl <br /> LEGEND <br /> - <br /> 2 91 sa <br /> SF2 r +. s B s� soe CONT B - CONT 1(BF) <br /> 4x8(DROPPED) - - <br /> fi g 0 _ 4x8(DROPPED) SX.X DETAIL CALL-0UT <br /> HDR - <br /> P1- �yJALL SHTG CONT 1-2 S'' '� S' P1-2 HDR P1-2 HDR P SAGEFIOMFS <br /> MONO ,� WALL SHTG COW. WALL SHTG CONr. P1-2 MONO x o a r n w e s r <br /> 7 THRU CORNER �S TRUSSES �' v ry THRU CORNER ] 7 THRU CORNER TRUSSES ry P1- SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> SOB 9 024-oc a 309 We - "oo <br /> SIM gy So9 SIM SIM <br /> 3 Sege Homes Northwest <br /> BEARING OR SHEAR WALL BELOW <br /> 9505 19th Ave BE <br /> Suite 118 <br /> BEARING OR SHEAR WALL ABOVE www tt W208 <br /> sa gehom en w.kxwn <br /> POST BELOW <br /> JOB NO.: <br /> \<O\\\e BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 22-447-02 <br /> PLOT DATE <br /> OB/29/2022 <br /> HDR HEADER PER PLAN NOTE 4 <br /> DATE: 0829/2022 <br /> (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) SCALE: Y4"=1'-0" <br /> DRAWN: BDS <br /> /N HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br /> SHEET NO.: <br /> 0 1 2 4 8 16 SO4a <br />