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H�! <br /> I-� U <br /> C/) -y 5 <br /> w, <br /> ZI UNIT 13 UNIT 12 UNIT 11 UNIT 10 <br /> �I Z -01 <br /> ¢I <br /> �I <br /> I ,e <br /> I SOB <br /> I 19 11 11 19 19 11 11) <br /> IT— <br /> S09 S09 SOB SOB S09 SOB SOB SOB S09 S09 S08 SOB S09 S09 SOB SETBACK <br /> BTL <br /> USS END TRUSS r P1-8 END TRUSS END TRUSS P1 <br /> B <br /> HDR, <br /> 8/S06 8/908 08 w <br /> o,..:+e.R• ..,".uu„, <br /> - -- -- - ti <br /> T. <br /> fO HORIZONTAL I DRAG STRAP SCHEDULE <br /> -1 - -- - - --- -- - PLAN SIMPSON <br /> DESCRIPTION <br /> I <br /> ICI <br /> CALL OUT <br /> UT STRAP TYPE <br /> = __ :� __ = ❑1 CS1we" BEAM TO BEAM . oescwlnresµ�J•oATe j1 <br /> LD t0 000'j MONO GIRDER PERMIT SET Lela DM <br /> Risis <br /> ❑ 2 CS18x38" BEAM TO BEAM c a oo mENTs o-21 <br /> 2 () soNs 1lnorzsv <br /> I -1 PRE-MANUF. N <br /> ROOF TRUSSES = _ _-_ ❑3 CS16I BEAM TO TOP PLATE <br /> 24"oc,TYP. �. <br /> o I N � <br /> N N <br /> I' __ - �� -__ _ �•r ® (2)CS16x38' BEAM TO <br /> EA.TOP PLATE <br /> c. <br /> TO TRUSS <br /> PLATE <br /> -I r4 `4 IY S09 HTS30C TO TOP PLATE Z <br /> III 14 14 % 14 ❑ J <br /> -II, S09 S09 S09 S09 r 8 DSC2R/L-SDS3 TO TOTRUSP PL�P.TE <br /> o w <br /> z <br /> yy TRUSSIBEAM LL <br /> -_ 1' - -'.� __.. - -. _o o. ❑7 DSC5RILSDS3 TO TOP PLATE O <br /> CS16x38" PLATE TO PLATE O z <br /> II _ <br /> I ATTIC ACCESS ATTIC ACCESS, ATTIC ACCESS ATTIC ACCESS Q <br /> I PE ASCII P R ARC H'_L_ PER ARCH'L PER ARCH'L <br /> I I <br /> ROOF FRAMING PLAN NOTES: <br /> 1. follows ea ing shell be "thick DK(Panel pan Rating 4 Fasten Sheathing to Framing with x n e as <br /> Framing,Edges B'oc <br /> Freming,Field <br /> Boundanes,Blocking,Struts <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Draw nga for other 100 <br /> Sheathing Nailing mq manta <br /> 19 19 �.- <br /> - SOB S09 S09 SOS = At areas Intl cat ad as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x 2 z'Nails as follows <br /> Framing,Edges 4'oc <br /> TRU33 BLOCK 2 I `L+p EPTH TRU99 BLOCK= B/9DB -FULL OE TH TRUS BLOCK :�2 ti� FULL DEPTH TRUSS BLOCK'- PO S/SDB �2 Framing,Field 12'OC C d <br /> 1 <br /> I.100 PLF]WI 9 I \�� p PLF)WI (DRAG LOAD•100 PLF)WI v ``L (DRAG LOAD=10o PLF)WI 12+6 Boundarles,Blocking,$tNls 4'OC C <br /> s®e^a I °RAG LonD 10 �e•oc yD R_ HD ue roENAas®e^� 12d TOENAILS e^ao H H RL <br /> R tl TOENAILS <br /> } - - -- "- - - - -- ^ - -- - INSET CIRDERSTRurTRuss 2. Roof Framing shall be Connector-Plate Trusses 24"oc,uon Refer to General SWctural Not -O <br /> STRUT TRUSS SET GIRDERS Rur TRU55 INGETG RDER STRUTTRUSS INSET GIRDER STRUT TRU88 i L O <br /> J=100 PLF) I (DRAG LOAD f LF) Pik IDRAG LOAD-100 PLF) ` A (DRAG LOAD=t00 PLF) (DRAG LOAD OD PLF) 3. Trusees marked Strut shall be designed to accommodate the Intl cated loads and connect ons. C Z <br /> BUSS END TRUSS ,,. l <br /> - - 5 L -� HDR HDR 8 5 HDRUSS 4. Overfram ng Members shall be 2x6 @ 24"oc.Post down to Framing Members below w/2x4 G�48"oc,staggered. 3 <br /> )R I HDR 19 19 19 1SL 19 19 END TRUSS TRUSS— SOB S08 SOB SOB ' END T R - 5. Provide sold Flat Blocking at all Valleys.Fasten Sheathing to Blocking n accordance with Note 1. <br /> I <br /> GABLE SOB S08 SOB SOB GABLE END GABLE END <br /> END 6. Provide H2.5A Clip each aide or TLOKB Screw each ply at 2-ply or greeter Girder Truss ends,ryp. g`) <br /> TRUSS 16 WALL SHTG 11 11 WALL SHTG ,8 TRUS$ 18 WALL SHTG ,1 11 WALL SHTG B TRUSS N > <br /> SOD S09 S09 SOS S09 S09 SOB SOS W R <br /> CONT.THRU CONT,THRU CONT.THRU CONT.THRU WALL FRAMING PLAN NOTES: _- _ <br /> CORNER CORNER CORNER CORNER 7. nor a s shall e ear Well type Pi-6 wM 2x6 Studs Q 1 oc,M .n o . _0to <br /> Interior Walls shell be 2x4 Studs®16-oc,u.o.n. <br /> Demising Walls shall be(2)walls with 1"Air Space.Each wall shall be 2x4 Studi 16"oc,u.o.n.Each wall shall be sheathed with LU <br /> 1 layer of GWB in accordance with Architectural Drawings. <br /> Where adjacent Shear Wells are in contact,nail studs together per 3/SO6.Be.1/SO6 for special stud requirements at Shear Well L <br /> types P1-3,P1-2,P24,P2-3,and P2-2. 0 <br /> =1 <br /> JI 8. Headers shell be 4x8 U.O.N.See Detail l8/SO6. <br /> L <br /> UI 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural (� <br /> it Notes far fastening requirements.I g requiremen T <br /> LEGEND 1 Y)SoGEhoMCS <br /> DETAIL CALL-OUT 3.9. <br /> �� <br /> �X sags Xomee Northwest <br /> 950519th Ave BE <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 Suite 118 <br /> Everett,WA 98208 <br /> .sagehOmesnwApm <br /> BEARING OR SHEAR WALL BELOW <br /> POSTSELOW JOB NO.: <br /> 22-447-02 <br /> HDR HEADER PER PLAN NOTE 8 <br /> PLOT DATE <br /> (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT. 08/29/2022 <br /> OF FRAMING) <br /> DATE: 08/29/2022 <br /> OVERFRAMING PER PLAN NOTE 4 SCALE: Y4" <br /> DRAWN: BDS <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 1I4"ai'-0"0 1 2 4 B 16 S 0 5 b <br />