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I—� U <br /> UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 <br /> 1e to <br /> � <br /> SOB 19 11 11 19 17 19 19 17 19 11 19 19 11 11 1B $� Z <br /> 8'-A SOB S09 S09 608 S09 SOB SOB 809 SOB S09 SGB SOB S09 S09 S08 SETBACK g g g g �SETBACK� � <br /> END TRUSS END TRUSS <br /> HDR HDR. - HD-R HOR HDR =_-- ..._'_H — <br /> h {• r.., H ,' —HDR HDR HDR - <br /> ? BI OB 8/SOB BB B/SOB BTL <br /> iY I,�. U ENGINEERING P.S. <br /> -- <br /> T MONO GIRDER <br /> / \ - N % N DPERMTryON ET DATE <br /> -- 0-222 <br /> I T � � I <br /> REU,SIDNS OBI90I30]3 <br /> I� ATTIC ACCESS _ - ATTIC C _ <br /> PER ARCH'L A IC ACIESS h A C ACCESS - <br /> PER ARCH'L PER ARCH'L = ATTIC ACCESS PER ARCH'L PER ARCH'L — <br /> ra <br /> XT <br /> SOB Ill u?. __� .a <br /> ]] z <br /> o. m PRE-MANUF <br /> -- ROOF TRUSSES <br /> - - — - 1.'oc,TYP. LL <br /> SOB rOY zC <br /> S09 LL G <br /> i Q <br /> I <br /> L <br /> I ' <br /> Cc <br /> L <br /> - <br /> x <br /> (3) <br /> SOB S09 <br /> 8/SOB FULL DEPTH TRUSS BLOCK —_ab —— — — } — <br /> ti ry �6' _ ) v P(DRAG LDAD•100 PLOW/ 6/SO6S FULL DE TRU BLDCK B/SOB ? <br /> - _ (DRAG LOAG-100 PLF W/ (DRAG LOAD•100 PLF)W/ 9 $IM <br /> •I d ,. HDR HDR HDR 1za TOENaLa®a"ac 12a roETwLs®soc HDR HDR HDR HDR 1Zd roENAILs®e^m I' HDR NDR <br /> c,. §7u <br /> INSET GIRDER LOAD=10 TRUSS INSET(DRAGGIRDER LOAD=100 TRUSS INSET GIRDER STRUT TRU83 "� _ - " u - INB0 GIRDER T1 I_F)S INSET GIRDER BTRUT TRUS6 3✓ r <br /> (DRAG LOAq=100 PLF) P1-4.: (DRAG LOAD=100 PLF) (DRAG LOAD=100 PLF) (DRAG LOAD•100 PLF) (DRAG LOAD=10D PLF) E C 01 <br /> END TRUSS �— END TRUSS END TRUSS - END TRUSS I END TRUSS O 3 <br /> HDR 19 19 19 19 HDR HDR 19 19 19 19 HDR 19 19 HDR t <br /> GABLE END 5 SOB SOB SOB SOB 5 GABLE END 5 SOB SOB SOB SOB 5 GABLE END SOB SOB B GABLE END <br /> TRUSS 16 11 11 1 <br /> 6 TRUSS 16 11 11 i6 TRUSS 11 16 TRUSS to <br /> S09 WALL SHTG SOS $O9 WALL SHTG SOB S09 WALL SHTG SOB S09 WALL SHTG S09 S09 WALL SHTG SOB d <br /> CONT.THRU CONT.THRU CONT.THRU CONT.THRU CONT.THRU O E <br /> CORNER CORNER CORNER CORNER CORNER _ <br /> Q) > 0) <br /> LU (p <br /> In <br /> LU <br /> U) <br /> i <br /> O <br /> Cz <br /> ROOF FRAMING PLAN NOTES: LEGEND <br /> 1. Roo heathing shell a thick ne pan ng 4 18.Fasten Sheathing to Framing with 0.13" x el s es <br /> follows: e <br /> Framing,Edges 8,Do <br /> HORIZONTAL/DRAG STRAP SCHEDULE Frarning,Field 12"oe SX.X DETAILCALL-OUT 1'7'llS �hOM[S <br /> BoundanasI Blocking,State B"oc <br /> PLAN SIMPSON At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sae Drawings for other SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> Sheathing Nailing requirements. gaga Homes Northwest <br /> CALLOUT STRAP TYPE DESCRIPTION <br /> At areas indicated as Blacked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 9505 19th Ave SE <br /> CS18x38" BEAM TO BEAM Edges.Fasten Sheathing to Framing and Blacking with 0.131"0 x 2Y"Nails as follows: BEARING OR SHEAR WALL BELOW Suhe 118 <br /> Framing,Edges 4"oc Everett,WA 982080m <br /> www.sagahomes <br /> Framing,Field 12"oc nw.c <br /> �2 (2)CS16XW' BEAM TO BEAM Boundaries,Blocking,Salta 4"oc POST BELOW <br /> 2. Roof Framing shell be Connector-Plate Trusses W 24"oc,u.o.n.Refer to General Structural Notes. <br /> �3 CS18X38° BEAM TO <br /> TOP PLATE 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. HDR HEADER PER PLAN NOTE 6 JOB NO.: <br /> ® BEAM TO 4. Overframing Members shall be 2x8 @ 24"oe.Post down to Framing Members below w/2x4 @ 48"oc,staggered. 22-447-02(2)CS18X36" EA TOP PLATE (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT. <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Nate 1. OF FRAMING) <br /> TRUSS/BEAM PLOT DATE <br /> �5 HTS30C B. Provide H2.5A Clip each side or TLOKB Screw each ply at 2-ply or greater Girder Truss ends,lyp. ZA <br /> TO TOP PLATE _ 09/02/2022 <br /> TRUSSBEAM WALL FRAMING PLAN NOTES: OVERFRAMING PER PLAN NOTE <br /> 8 DSC2R/L-SDS3 7. Exterior walls shall hear Wall type P1-8 wth Studs oc,u.o.n. <br /> TO TOP PLATE Interior walls shell bea 2x4 Studs C 16"oc,u.o.n. DATE: 09/02/2022 <br /> Demising Walls shall be(2)wells with 1"Air Space.Each wall shall be 2x4 Studs @ 16"oc,u.o.n.Each wall shall be sheathed wi81 SCALE: }v4"=1'-0', <br /> �7 DSC5R/L-SDS3 TRUSS/BEAM 1 layer of GWB in accordance with Archxectural Drawings. <br /> TO TOP PLATE DRAWN: BIDS <br /> Where adjacent Shear Wells are in contact,nail studs together per 3/SO6.See 1/S06 for special stud requirements at Shear Wall <br /> �8 CS1846" PLATE TO PLATE types P1-3,Pi-2,P24,P2-3,an P2-2. CHCKD: RMH <br /> 8. Headem shall be 4x6 U.O.N.See Detail 18/S06. SHEET NO.: <br /> 9, Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural 0 1 2 4 8 16 <br /> Notes for fastening requirements. 1/4"-1.0" <br /> S05 <br />