|
I—a U s
<br /> U W 3
<br /> O ci
<br /> CfD
<br /> zl U i
<br /> UNIT 14
<br /> ul JOIST/BEAM SCHEDULE
<br /> z
<br /> I PLAN TYPICAL SIMPSON
<br /> I CALLOUT TYPICAL SPACING JOIST/BEAM TYPE FACE MOUNT HANGER
<br /> I
<br /> J7-19.2 19.2"oc
<br /> i p2 z- s J1-16 18"oc 11%'TJI 210 IUS2.06/11,88 u.o.n.
<br /> P2- 2 I PER,y , M M J21J-11 2 12-"oc (2)W/8"TJ1210 MIU4.28/11,u.o.n.PER 4/506,
<br /> 4/SOB Si 'x11T
<br /> BTL
<br /> B1 - 1/ /e
<br /> '--�'— to B2 - 3Yz'xl1%"LSL HUAiUC412(MAX),u.o.n. ENGi,.rF'uxin,G P.S.
<br /> sKz1U5 GUS SK
<br /> WALL SHTG (TOP FLUSH-EXTEND FJITEND SHEAR WALLSHTG (TOPFL B2.5 — V22"x11T/e"GLB HUIHUC412(MAX),u.o.n. ��+"+ •A��^=
<br /> COW.THRU FULL LENGTH OF UNfT) WALL THRU CONT.THRU FULL LE m
<br /> CORNER DEMISING SPACE-_ _SCORNER 83 - 5Y4"xl1T/s"PSL HU/HUC612(MAX),u.o.n.
<br /> B4 - T'x11T/s'PSL HHUS7.25/10,u.o.n.
<br /> I soB
<br /> UNIT 17 UNIT 16 UNIT 15
<br /> F.. HORIZONTAL/DRAG STRAP SCHEDULE moan°"
<br /> HOLD DOWN SCHEDULE mon srneemm
<br /> a - PLAN SIMPSONTYPE
<br /> DESCRIPTION DESCRIPTON DATE
<br /> SIMPSON DETAIL CALLOUT STRAP TYPE PERMIRSET Dw2eRobb
<br /> J1-18 ! - PLAN SIMPSON ANCHOR
<br /> HOLDOWN REFERENCE/ i'. CnV COMMENTS ON1TI1023
<br /> CALLOUT TYPE BOLT TYP NOTES REVISIONS
<br /> P2-2 p PER ,,, 5 83� - O S16x4 - 14/S06 U.O.N. CS16x38" BEAM TO BEAM
<br /> P2-2 2 PER —
<br /> PER ,y SOB q/$Qg, ,5 SOB c'ya MSO6 S08 4/SOB cfs — I — — — ❑2 (2)CS16x36" BEAM TO BEAM
<br /> 4IS06 SIM SIM _ 2 5 - O (2)CS18x48"
<br /> _ 15/SOB s� 2 ry}b I ✓ 2 STRAPS 14/SOB U.O.N. BEAM TO
<br /> —_�-—.� -rs. �_'�_�.� -- — �� `'ta, �, I \v ❑3 CSi8x36"
<br /> 5,�x16$OLE I - SW'ie$GLa 5YA16)@GLB 15/SO6 (3)CS16x48" TOP PLATE
<br /> q.. WALL SHrG (TOP FLUSH-EXTEND ExrENDSHEAR WALL SHTG (TOP FLUSH-EXTEND EXTEND SHEAR " t WALL SHTG (TOP FLUSH-EXTEND WALLSHTG I O STRAP 14/SOB U.O.N. -
<br /> CONT.THRU FULL LENGTH OF UNIT) WALL THRU CONT.THRU FULL LENGTH OF UNIT) WALL THRU C.THRU FULL LENGTH OF UNIT) CONE THRU _ I BEAM TO Z
<br /> CORNER DEMISING SPACE CORNER DEMISING SPACE CORNER CORNER -(VA ® (2)CS16x36"
<br /> l EA TOP PLATE O
<br /> aryl �2 I 2xA 4O NOT USED TRUSS/BEAM O J
<br /> 4 4 4 _ 2 2x4 82/B2.5LF� —xq SZY HTS30C TO TOP PLATE J 0-
<br /> SO B SOB SOB 61 T VERTICAL -
<br /> T O HTS3() BEAM TO POST TRUSEAM LL
<br /> 2 - \ SCHD PER
<br /> (F) EST I -. © DSC2RIL-SDS3 TO TOP PLATE v
<br /> PIA OB STHD14 - 17/S07 U.O.N. 0 Z
<br /> -HDR 1 — TRUSSBFAM
<br /> W "a �?i - TO TOP PLATE
<br /> a" a �sr 3 3 O HDU8-SDS2.5 SB T/"x24 18/S07 U.O.N. O
<br /> J1-16 J1-18 - 11-18 I I ._ --_.
<br /> I' S08 I $08 CS18 38" PLATE TO PLATE� X w LL
<br /> B3iH2 . — . T . — . . — . — .V - Bz/
<br /> _ . — . - -5 Cn LL
<br /> —83(F) B2.5(F) _- --
<br /> STOHDR 2 2 5 5 2is p \\
<br /> 1,0 15/SOB soe 15IS08 � np5IS06 soa 155� ap �a• 15/S06 soe 15/SO6� \ >T B F) A 19.2 -... 1_ --_ J1-19. x
<br /> [11
<br /> F -- _ ...___-. - FLOOR FRAMING PLAN NOTES: _�
<br /> B a ` (2Jr<p /2�T�0 SCHD _ I 1. Floor Sheath ng shall be'/.thick (Panel pan Rating 48/24).Glue Sheathing to a raining Members and Blocking below
<br /> �{- _ with adhes ve conform ng to A PASpeafast on AFG-01.Fasten Sheathing to Framing with 0,131"0 x 2 z Nails as follows: �y
<br /> SOB Yy,6 a'q \Z 2�- 2Y-A q 82/82.5(F) . 1
<br /> 1 B2/82.5 F 2 4 2 2x4 B2/B2.5 F q 2 62/B2.5 F 2 2x4 �J2 = I Framing Edges 6'oL
<br /> _ � _ - L. Framing Field 10'oc
<br /> _ Bi(FJ HGR PER f HGR PER Bi(F) 81(F) HGR PER - SOs - (� I BOUndaflBs,BIOcking,$1r11te B'aL _'
<br /> 1$ SCHD SCHD P1 Q SCH - h°131 0 21' ells as fDllows. ) all Unframed Sheathing
<br /> "..n.d..x_ .1.._ ...x. wY - ..: H _—H — Panel and z
<br /> P1-6 D sus,: At areas indicated as Blocked Diaphragm,p 1 Blocking(per General Structural Notes at hin
<br /> I Edges Fasten Sheathing 0 Framing with N
<br /> CONT.B1(F) .HDR-b -HDR CONT.Bt(F) --- CONT.Bi(F) DR h - I Framing,Edges x rn
<br /> �. p7y,6 2'-0"SETBACK q I_ A,yy-p 2'-0"SETBACK- Framing,Fieltl 10"oc E C N
<br /> 3 ry +y 3 3 ry e?°a B3(FL q I 8/SOB B3(FZ Boundaries Blacking,Struts 4"oc Q L
<br /> SOB SOB See Draw ngs for other Sheathing Nailing requirements.
<br /> — II
<br /> � R 2. Floor joists shall be s m a own n.Joist shown is a visual representation and shall be adjusted for Z
<br /> - _ PT 2x10 LEDGER S @ spacing P Y P y
<br /> y ,:.:• - -—i I-— w/lz)1zd®1z�oc " ,. �- HDR .. ___HDR penetrations asllrequired.nd s can on a tla m �
<br /> ` 2/ B2/ I 62/ 'IF=-..L PT 4�(DROPPED) — shown o
<br /> B2.5(F) I I p ra WALL FRAMING PLAN NOTES: 0 _ E
<br /> `'0 B2I Bz s(F) 3 Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs Q 16'oc ii o n "' O
<br /> �, z q _ _- ?,�•T'A I 2 4 :X I 3 ry 3 1T Bi(F) 6'I M1 B1(F) 11 Interior Walls shall be 2x4 Stud.@ 16 oc u o n _
<br /> �Z-.PT
<br /> ODem s ng Walls shall be(2)walls w th 1'A r Space.Each wall shall be 2x4 Studs@ 16"o0,u.o.n.Each wall shall be sheathed whh OS1layer of GWB n accordance wth Archtectural Drawings. >
<br /> J1-192 Bt(F) B1(F) J1-19.2 J1-19.2 B1(� _ _-. _ P-QSTSOB �O I PST SOfi W l i_ PT 4x4 DFa2 TOP RAIL I Where adjacent Shear Walls are in contact nail studs together per 3/S06.See 1/S06 for special stud requirements at Shear Wall T�
<br /> HGSCHD / SCHDPER
<br /> ---- - HGR PER AT GUARDRAIL(NO -- _ types Pl3 P12,P24 P23 and P2-2. U J
<br /> SCHD SPUCES)WA34EA P1-2
<br /> \\
<br /> _• B2/B2.5(F) A 82l 82.5(F)^ _ S132/B2.5(F) _\END TO POST i 4. Headers shall be 4x6 U.O.N.See Detail 181SO6.
<br /> 5. Built-up Stud Groups In Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,u.o.n.See General Swdumi L
<br /> m a sae _— -- Notes for as ring requremente 0
<br /> __. a S08
<br /> (7 " SOB 6 W I
<br /> SOa SOs SOB ZI
<br /> a HD _.HDR_ �IPR—. HDR it =I i
<br /> Ap q `Y - " ' — 2'-0"SETBACK q ,�-A 2'-0"SETBACK f it -
<br /> �2 �0 3 A• B3(FL q — 4 B/sQB 93(FL _,y r�' �I LEGEND =
<br /> PT.2x10 LEA FJ2� , A ®Pro B n .. -_HD ...HDR _... ®9a0
<br /> _ ,to PT
<br /> s are
<br /> 2,-°, 25 2x10 LEDG 2x10c!lg1 R DETAIL CALL-OUT
<br /> SETBACK _ HDR._- — wizlzd loot Wr(2)t2d�lzac — — --_ w/(z)1zd�1z^ac• SX.X
<br /> Pi 4x0(DROPPED) PT4x8(DROPPED) PT 4xs(DROPPED) $AGCh,OMFS
<br /> a2lez.s(F) ArC a 1a •( e2/..5(F) BP/B2.5(F) T a P1- SHEAR WALL BELOW PER SCHEDULE OF I/S06
<br /> T � � �no nrn wcsr
<br /> /,`( ��+9 Qy+`0 (F) n 3 s 3 B+g N
<br /> Do soe To I POST
<br /> U To soa 3 3 s� To
<br /> TO 3 19 PAST1� TO TO POST 19 19 POST 1 TO 0 BEARING OR SHEAR WALL BELOW Sage Names Northwest
<br /> POST TO $Q6 POST PgST $Q6 TO TO SOB PTO
<br /> P03T
<br /> POST POST9505 9th Ave SE
<br /> SOB Pr 4x4 DFaz TOP RAIL Soe SOa AT 4x4 DFi{2 TOP RAIL S
<br /> ( AT GUARDRAIL(NO ` ATGUARDRAIL(NO \
<br /> E r1-2 SPUCES)wl A34EA E Pik SPLICES)w/A34 EA [_--[ BEARING OR SHEAR WALL ABOVE eho
<br /> EveSuirett,Wme9S�OS
<br /> END TO P03T ENO TO POST waw.sageho om
<br /> /1 POST BELOW
<br /> A�
<br /> JOB NO.:
<br /> BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 22 447 02
<br /> PLOT DATE
<br /> HDR HEADER PER PLAN NOTE 4 08,29/2022
<br /> (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) DATE: 06/29/2022
<br /> SCALE: Y;'="0"
<br /> / HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BIDS
<br /> CHCKD: RMH
<br /> SHEET NO.:
<br /> 0 1 2 4 8 16 S03a
<br />
|