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CA I <br /> U <br /> UNIT 21 UI Psi <br /> I <br /> I � <br /> I <br /> iB 17 19 11 I 11 19 <br /> SOB S09 SOB SOB i S09 508 <br /> z BTLIr <br /> END TRUSS I' <br /> 8IS08 ..HDR HDR I •_.H ENGINEERING P.S. <br /> SIM 8/S06 <br /> Is., <br /> HORIZONTAL/DRAG STRAP SCHEDULEUNIT24 UNIT 23 UNIT 22PLAN SIMPSON DESCRIPTIONCALLOUT STRAP TYPE <br /> —— — I CS1848" BEAM TO BEAM <br /> 19 �.,Z I a DE RNnsET RMS DATE <br /> ET oaroazoa <br /> 8'0" 18 11 11 19 18 11 18 17 19 a o- i (2)CS18z38" BEAM TO BEAM err CoNNENrs osnaoxs <br /> SETBACK SOB S09 S09 SOB SOB S09 SOB SOB S08 - - Ii � I RensiaN n <br /> ❑3 CS18x38" BEAM TO <br /> i <br /> TOP PLATE <br /> I <br /> 1 BEAM TO <br /> END TRUSS ATTIC ACCESS i A PIER ARCHS ❑q (2)CS18x3B" EA.TOP PLATE <br /> • - HDR HDR • HDR HDR _ -_ PER ARCH'L <br /> -^ - fl HDR 8IS08 ` a <br /> 8/SOB SISOB — ——— -SIM — — u? m ❑5 HTS30C TRUSS/BEAM <br /> TO TOP PLATE Z <br /> Y I DSC2R/L-SDS3 TRUSS/BEAM Q <br /> 8 <br /> _ I 14 <br /> I J <br /> — ——— —— — ❑ T PLATE <br /> TO OP <br /> S09 f. <br /> R L-DS3 <br /> TRUSS/BEAM LL <br /> Ile <br /> 7 DSC5 S <br /> _— __ __ — I ❑ TO TOP PLATE !ZI <br /> I:'I I ❑8 CS18x38" PLATE TO PLATE O Z <br /> MONO GIRDER ¢ <br /> ILL <br /> PER CH'L — PER ARCH'L PER ACESS - / y <br /> p; ATTI ACCE S �I ATTIC ACCESS ATTIC AC I ROOF FRAMING PLAN NOTES: <br /> RCH'L / I � 1�(Sheathing sne a t¢ (Panel Span Rating Fasten Sheathing ro rem np 1 x e s ae <br /> __—__ follows: x <br /> / _ _ __ I Framing,Edges B oc <br /> 'a Framing,Field 72 ac <br /> 14 li 14 14 I Boundanes,Blocking,StrutB 8 oc <br /> 808 •O 309 S09 SOB =_ __ _ __ I At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other t <br /> S = I Sheathing Nailing requirements. <br /> -- <br /> Of <br /> w I m provide 2x Flat Blocking(per General Structural Notes at all Unframed Sheathing Panel <br /> PRE•MANUF. At areas Indicated as Blocked Diaphragm, ) 9 <br /> �SogP 9 .P g(PROOF TRUSSES I� Edges.F6eten Sheathing to Fremirg and Blocking with 0.13i 0 x 2Y'Neils ae follows:(7 — ' 24"oc,TYP. = o- -- — +, I y Fra[ning,Edges 4"oc <br /> — W <br /> Bound Field 12'oc C d <br /> HDR HDR <br /> - — (Dluo LonD•1oo PLFl Wr I H R DR Bound Blocking Blocking,Struts 4'ac E O ?� <br /> p -- -. ryryi' FULL PTH TRU BLOCK 8/OB <br /> 11 a INSET GIRDER STRUT TRUSS —t_1_ I 2. Roof Framing shall be Connector Plate Trusses 0 24 oc u.o.n.Refer to General Structural Notes. — Z <br /> (DRAG LOAD•100 PLF) �. P1 4 i. 3. TN9aea marked Strut shell be designed to accommodate the indicated loads end connections. ro <br /> —81 OB— END TRUSS ,•,,;•_' S I 5 4. Overframing Members shall be 2x6 W 24 oc Post down to Framing Members below w/2x4 @ 48"ac,stagg.md. <br /> .._ 0 0 <br /> _—= HDR 1 B 19 I 19 19 S. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking n accordance with Note 1. Z C <br /> I --- --- GABLE END SOB SOB ( SU8 OLD r S <br /> 18 8. Provide H2 SA Clip each side or 7LOK8 Screw each ply at 2-ply or greater Girder Trues ands,lyp. N <br /> TRUSS WALLSHTG 11 I it WALLSHTG > <br /> S09 CONT.I W SOB I S09 CONT.THRU WALL FRAMING PLAN NOTES: — W <br /> r <br /> CORNER CORNER <br /> 7. Exterior Wells shall be hear Well type 1- with x6 to s 1 oc,uO n. Cn <br /> Interior Walls shall be 2x4)Studswall with <br /> V u.o.n. <br /> I Demising Walls shell be(2)walla with 1"Air Space.Each well shall be 2z4 Studs®16"oc,u.a.n.Each well shell be sheathed with LLI <br /> 1 layer of GWB in accordance with Architectural Drawings. <br /> Where adjacent Shear Wells are in contact,nail studs together per 3/SOB.See 1/806 for special stud requirements at Shear Well <br /> JL:HD <br /> tyPeaPi-3,P1-2,P2-4,P2-3,and P2-2. O I ( S09 S 8. Headers shall be 4x8 U.O.N.See Detail 18/SO6FULL 0 PTH TRU BOCK BIS08 FULL DE TH TRusa BLOCK9. Built-up Stud Groups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,uo.n.SeeGeneralStructural ('z <br /> 9 SIM ti IDMO Lono•1oo PLF)wr (DRAGPLF)WI I Notes for fastening requirements.i. 12d TOENAILS aCacFI R .TOENAILS aYHOB_ HDR H (�.� u,I n:_._ a :,r rr,r ;C <br /> INSET GIRDER STRUTTRU98 INSET GIRDER STRUT TRU88 INSET OIROER STRUT TRU83 <br /> (DRAG LOAD a 100 PLF) -4 - (DRAG LOAD•100 PLF) (DRAG LOAO.100 PLF) <br /> w END TRUSS END IRUSS • 'I END TRUSS -. <br /> (SABLE END 4 ; 5 S08 s08 GABLE /s - _ LEGEND <br /> ��/y//,SAGO F10MC5 <br /> HDR 18 iB H,R 5 18 19 iB 19 5 HDR <br /> -7 <br /> E END SOB SOB 8DO 808 GABLE END <br /> TRUSS 16 11 TRUSS 18 11 11 78 TRUSS SX X DETAIL CALL-OUT <br /> S08 WALLSHTG SOB WALL SHTG WALL SHTG 809 8ape HomeF Northwest <br /> CONT.THRU S09 CONT.THRU S09 SOB CONT.THRU <br /> ® 8505 But <br /> -Ave BE <br /> CORNER CORNER CORNER SHEAR WALL BELOW PER SCHEDULE OF 1/SOB Suite 118 <br /> Everett,WA 98208 <br /> www.sagehomesnw.ccm <br /> BEARING OR SHEAR WALL BELOW <br /> POST BELOW JOB NO.: <br /> 22-447.02 <br /> HDR HEADER PER PLAN NOTE 8 <br /> PLOT DATE <br /> (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT. 09/02/2022 <br /> OF FRAMING) <br /> DATE: 09/02/2022 <br /> OVERFRAMING PER PLAN NOTE 4 SCALE: Ye'•1'•0" <br /> DRAWN: BDS <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 0 1 2 4 8 16 <br /> 114"=1'•0" <br /> S05a <br />