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H <br /> V � <br /> � W � <br /> E. o <br /> FI UNIT 20 UNIT 19 UNIT 18 cn <br /> I � <br /> 30 509 i S09 SO SOB SO SO SOB SOB S09 S09 SOB SO SETBACK <br /> _ <br /> 1-6 BTL <br /> P END TRUSS END TRUSS <br /> HDR HDR ENGINEERINGP.S. <br /> H R 8/SO6 H _— — HDR — <br /> — - <br /> AI <br /> so HORIZONTAL/DRAG STRAP SCHEDULE <br /> fY N <br /> PLAN SIMPSON a <br /> CALLOUT STRAP TYPE DESCRIPTION <br /> wnvm" <br /> CS1846" BEAM TO BEAM wW4rn �� <br /> U' ONO GIRDER Y� PEROESCRTasT DATe�t4 tlj� I ifi MIT ET ONaNe22 <br /> a a (2)CS1Sx36" BEAM TO BEAM aTv wMMENrs canTrsoss <br /> I it <br /> ReMou— <br /> _= 4 <br /> C518x38„ BEAM TO <br /> TOP PLATE <br /> ATTII. - BEAM TO <br /> PER ARCH'LE S I' ATTIC ACCESS � ATTIC ACCESS - I A IC ACCESS -- ® (2)CS16x38" <br /> I <br /> PER ARCH'L = = PER ARCH'L PER ARCH'L EA.TOP PLATE <br /> W rq aj rq y C ❑5 HTS30C TRUSS/BLAM <br /> 08 <br /> TO TOP PLATE Z <br /> 14 14 14 ig © DSC2R/L-SDS3 TRUSSBEAM Q <br /> ilia A SOB S09 S09 a ,• SO TO TOP PLATE J <br /> $ TRUSSIBFAM IL <br /> w �7 DSC5RIL-SDS3 TO TOP PLATE O !rS <br /> PRE-MANUF, po `J <br /> E K ROOF TRUSS S <br /> - 24"oc,TYP. �B CS18x38" PLATE TO PLATE O Z <br /> u � G <br /> Q <br /> I i so9 <br /> LL <br /> \ I <br /> ROOF FRAMING PLAN NOTES: <br /> o e n s e t anal an Rating 4 eaten Sheathing to Framing with x Neils ee <br /> a p g g g <br /> — ---- -- Iowa: X <br /> iQ I <br /> I Fr min E a d ea 8"oe <br /> 9 9 <br /> � I Framing,Field 12"oc <br /> S"oc <br /> I At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sae Drawings for other <br /> ( Sheathing Nailing requirement. <br /> 309 S09 SOB = At areas indicated 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"O x 21/2"Neils as follows: <br /> Framing,Edges 4"0c QD <br /> + 8/SOB —FULuce TRUSB BLOCK d FULL D PTHTRU SaLOCK B/SOB ±j� `' d Framing,Field 12"oc N <br /> (DRAG LOAD•100 PLF)11q 4 �' (DRAG LOAD•100 PLF W/ 'AS C <br /> HDR HDR H R DR 12E TOENAILS®e"oo +2e TOENAILS®e„a HDR HDR FOR HDRII BOundedes,Blocking,Stotts 4'oc O <br /> 2. Roof Framing shall be Connector-Plate Trusses C 24"oc,u.o.n.Refer to General Structural Notes. 0 t <br /> GIRDER STRUT TRUSS 77�,Ns INSUGIRDERSTRUTTRUSS C Q <br /> (2GLOAD•1o0 PLF) (DRAG LOAD=+co PLFI (DRAG LDAD=tao PLF) 3. Trusses marked Strut shall be desig nod accommodate Indicated loads and connections. y Z <br /> END TRUSS END TRUSS ,9i END TRUSS td m <br /> 4. Overfmming Members shall be 2x8 @ 24"oc Poet down to Framing Members below w/2z4 @ 48"oc,staggered. y <br /> 9 O E <br /> ,9 19 I 19 19 HDR HDR 19 19 19 19 HDR 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In accordance with Note 1. G <br /> 30 SO I SOS SO GABLE END S08 306 SOB SOB GABLE END N = <br /> lie <br /> I 71 18 TRUSS 18 11 11 18 TRUSS 6. Provide H2.5A Clip each aide or Ti Screw each ply at 2-ply or greater Girder Truss ends,typ. rY rU <br /> WALL SHTG WALL SHTG WALL SHTG WALL SHTG N > <br /> S09 509 S09 S09 S09 SOB S09 m <br /> CO I CONT.THRU CONT.THRU CONT.THRU WALL FRAMING PLAN NOTES: fd <br /> CORNER <br /> W <br /> I CORNER 7. Edsi Wallss a be ear Wall type colt Studs o.n. <br /> Interior Walls shall be 2z4 Studs C 18"act u.c.n. <br /> Demising Walls shall be(2)..It,with 1"Air Space.Each wall shall be 20 Studs @ 16"oc,LO.n.Each wall shall be sheathed with w <br /> 1 layer of GWB In accordance with Architectural Drawings. <br /> col Where adjacent Shear Walls are In Contact nail studs together per 3/SC6.Sea 1/S06 for special stud requirements at Shear Wall ) <br /> it types P1-3, III <br /> P1-2,P2-4,P2-3,and P2-2. ^O <br /> UI 8. Headers shall be 08 U.O.N.See Detail lB/SOS. y <br /> L <br /> 9, Built-up Stud Groups In Wells supporting Beams,Poets or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural Cz <br /> Notes for fastening requirements. <br /> LEGEND <br /> 1'�YASAGCF10MC5 <br /> DETAIL CALL-OUT Sells <br /> SX.X Segs Xomn Northwest <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 950 Sul s 18 BE <br /> Everett,WA 98208 <br /> www.sagehomesnw.com <br /> BEARING OR SHEAR WALL BELOW <br /> POST BELOW <br /> 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: Yy" <br /> DRAWN: BDS <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 0 1 2 4 8 <br /> 1/4"=l'•O" ,S S 0 5 b <br />