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Cn <br /> I•-a U <br /> El <br /> =I U <br /> UNIT 14 �I x z <br /> I � <br /> 2, <br /> SOB S 8 SOB 509;� i S08 SOB <br /> _ I <br /> P1-6 END TRUSS I END TRUS Bi <br /> BIS06 -"R HDR I - HDR ENGINE <br /> SIM 8/S06 I ,.N.,,.•• . pia <br /> I <br /> HORIZONTAL/DRAG STRAP SCHEDULE <br /> UNIT 17 UNIT 16 UNIT 15 = __ _ = 1 —_ _ __ = PLAN SIMPSON <br /> CALLOUT STRAP TYPE DESCRIPTION <br /> I annNm sm.tlliH•a•ao <br /> -- i-'I -- — �1 CS18x36" BEAM TO BEAM <br /> rigt(zUJ I Z DESCRIPTION <br /> �RBROP2 <br /> '.,I J .11u OMMENTS .17- <br /> 19 ❑2 (2)CS18x36" BEAM TO BEAM 11 11 11 REVlsiofis 1lrsar2oxs <br /> 8'•0" S08 S09 S09 SOB 19 S09 17 17 19 SOB 509 __ c — <br /> SOB S09 SOB -\ — I _ BEAM TO <br /> SETBACK <br /> 1 �3 CS18x36" TOP PLATE <br /> S7 P1-6 P1 9-END TRUSS END TRUSS J�J { _ EA.TOP PLATE <br /> �— _ BISF7= <br /> P1 6SM %HDR HDR HDR HDR HDR <br /> T' 8/SO6 �5 HTS30C TRUSS/BEAM <br /> TO TOP PLATE Z <br /> 8 DSC2R/L-SDS3 TRUSS/BEAM Q <br /> S09 TO TOP PLATE J <br /> w _i _ _ _ i. _- _ ❑7 DSC5R/L-SDS3 TRUSSIBEAM a <br /> _—_ — — — <br /> TO TOP PLATE <br /> I <br /> O V <br /> CS18x38" PLATE TO PLATE O Z <br /> MONO GIRDER ffZ2W�� w I <br /> ATTICACCESS I -- <br /> PER ARCH'L I LL <br /> -. PRE-MANUF. r'N : - ___— I __-_ LL <br /> ROOF TRUSSES <br /> 24'oc,TYP. <br /> I <br /> ROOF FRAMING PLAN NOTES: <br /> _ ? o Inge a be thick (Panel pan Rating 24116).Fasten Sheathing to Framing with .131 x "Nars ae <br /> SOB IRV <br /> follows: FrillField 12cc <br /> 14 14 14 = __ _ _ I _ Boundaries,Blocking,Salts 6"oc <br /> IN 7 1 11 k I S09 S09 I At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other00 <br /> Sheathing Nailing requirements. <br /> ❑ v - � S08 — I At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel ' <br /> wa' I Edges Fasten Sheathing to Framing and Blocking with 0.131 O x 2Y"Nails as follows: Z6 <br /> 9 g 9 9 <br /> Framing,Edges 4"00 <br /> :FULL DEPTH TRUE!BLOCK f2�'`}, ti+ --PULED PTH TRU BBLC C <br /> . Y H� • !1_f2 - PLF)W/ \ I \� ( (DRAG LOAD•100 PLF) Framing,Field 12"oC <br /> -- (DRAGLOAD-1Po Boundaries,Blockin <br /> 12tl TOENAILS®e oc I 12tl TOENAILS®E g,$tNtB 4"OC O <br /> ATTIC ACCES =_ __ {- /- U U 2. Roof Framing shall be Connector-Plate Trusses @ 24"oc,u o n Refer to General Structural Notes. /� <br /> ATTIC ACCESS ATTIC ACCESS 6/SOB INSET GIRDER STRUT TRU33 INSET GIRDER STRUTT i <br /> - PER ARCH'L PER ARC 'L i__PER ARCH' SIM (DRAG LOAD=100 PLF) :`I (DRAG LOAD•1NP 3. Trusses marked Strut shall be designed to accommodate the indicated loads and corrections. C L Z <br /> END TRUSS END TRUSS N <br /> 1 I <br /> -- Framing Members below w/2x4 48 oc tl_ 5 4 Ovedram ng Members shall be 2x6 @ 2 oc Post down to Fro rg staggered. <br /> 3 tU <br /> HDR HDR S. Provide sold Flat Blocking at all Valleys,Fasten Sheathing to Blocking in accordance with Nate 1. <br /> GABLI=END <br /> ' sta ere <br /> WALL SHTG 16 TRIII55 c 6. Provide H2.6A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. N <br /> > <br /> SOB CONT.THRU SOB I WALL FRAMING PLAN NOTES: 0) W LSE <br /> CORNER I 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs 16"..U.o.n. _0 C0 <br /> Interior Walls shall be 2x4 Studs(�16"cc.u.o.n. <br /> Demising Walls shall be(2)walls with 1 Air Space Each wall shall be 2x4 Studs @ 16"oo,u.o.n Each wall shall be sheathed with W <br /> 1 layer of GWB in accordance with Architectural Drawings. <br /> 19 �I 19 _ _ _ _ __ __ _ _= 19 wl Where adjacent Shear Walls are n contact,nail studs together per 31SO6.See 1/SO6 for special Stud requirements at Shear Wall L <br /> = 509 S09 S09 types P1-3,P1-2,P24,P2-3,and P2-2. O <br /> 2 <br /> �I B. Headers shall be 4x8 U.O.N.See Detail 1B/S06. <br /> L=lGroups <br /> fz <br /> 9. Built-u Stud Grou sin Walls supportingBeams,Pasts or Girder Trusses above shall be 2 Studs,u.o.n.See General Structural <br /> P P ()o- C>s <br /> 8/SOS =FULL DEPTH TRUSS BLOCK �aD � FULL DEPTH TRU65 BLOCK <br /> ,6 9 • `lf _ ^o I Notes for fastening requirements. <br /> ryry` (DMO LOAD 100 PLF)W/ 4 ry (DRAG LOAD-100 PLF)W/ <br /> H R HDR H _. R 1ztl TDENAas®e^oc 12tl roErwLs®e^oc Hp, R I <br /> INSETGIRDERSTRUTPLFj IN(DOIRDER 6T 100PUF) INSETGIRDER S-10c U39 '8/806 <br /> (DRAG LOAD•100 PLF) P1-4 (DRAG LOAD=100 PLF) (DRAG LOAD•100 PLF) <br /> SIM <br /> END TRUSS ,v- END TRUSS - END TRUSS 'x <br /> 18 5 5 18- <br /> 5 LEGEND SAGCNOMCS <br /> GABLE <br /> RUSSENI HDR S06 SOB 11 11 SOB SOB HDR GA HDR 19 18 "osTi,wcsr <br /> E END SOB SOB 11 <br /> S09 WALL SHTG SOB SO9 WALL SHTG BOB TRUSS S08 WALL SHTG S09 BX( DETAIL CALL-OUT saps Homes Northwest <br /> CONT.THRU CONT.THRU CONT.THRU <br /> CORNER CORNER CORNER 9505 9th Ave BE <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 Suit 118 <br /> Evereft,WA 98208 <br /> .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 /> IF) FLUSH FRAMED(BOTT.FLUSH W/BOTT. 08/29/2022 <br /> OF FRAMING) <br /> DATE: OW912022 <br /> OVERFRAMING PER PLAN NOTE 4 SCALE: Ya"=1'-0"-0" <br /> DRAWN: BDS <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 0 1 2 4 8 16 <br /> S05a <br />