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0 <br /> r= <br /> n0 <br /> W T <br /> l9 2G <br /> r. <br /> u. V <br /> =T <br /> o <br /> B.-D.. 6..D., <br /> SETBACK SETBACK? <br /> 506 <br /> P1-6 F <br /> 3Yxx7Yx GL8.-. (2)2x6 �._= Z73 <br /> PRE-MNNUF. 11 <br /> ROOF <br /> TRUSScES <br /> @ 24"c ErAVE�s <br /> TYP UNO <br /> ATTIC ro 1V pf nsyN <br /> I o s y <br /> ACCE <br /> PER ARCH'L <br /> a <br /> do <br /> 00 <br /> C) <br /> d. a_ LL <br /> S S <br /> _- Z CD <br /> B J Q <br /> ct <br /> SO6 <br /> _- <br /> Z I <br /> _ o <br /> to ROOF FRAMING PLAN NOTES: _ Q <br /> t. Roof Sheathing shall be/a"thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x 2Xs"Nails as follows. Z <br /> Framing,Edges 6"oc J <br /> Framing.Field 12"oc W <br /> W <br /> - Boundaries Blockin Struts 6"oc _ <br /> 9. <br /> .:INSET GIRDER TRUSS Al Unframed Panel Edges,provitle PSCA Forming Clips centered between each Framing Member.See Draw rigs for other <br /> � (3 PLY MIN) �6 Sheathing Nailing requirements. <br /> +d. M At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> HIPMASTER Edges.Fasten Sheathing to Framing arM Blocking with 0.131"0 x 216"Nails as follows: <br /> - Framing,Edges - "oc <br /> Ftaming,Field 12"ac � <br /> _q rn ry Boundaries,Blocking,Struts 4"oc f— <br /> 1 14 Z I II See Drawings for other Shea thing Nailing requirements. W <br /> � _ <br /> o¢ S09 2 Roof Framing shall base d 1 d on plan Refer to General Structural Notes, W <br /> " u I N II 2{s HI 3. Trusses marked Smut shall be designed to accommodate the inG catc-0 loads and conned ons. <br /> rn II z I PMASTER W <br /> 2? li 4. Ovedra mg Members shall be 2,4 @ 24"oc posted down to main naming below w/2,4 @ 48'11,stayyamd.or as indicated by fire LL <br /> Truss Manufacturer o <br /> (2)2x6 6 Provide sold Flat Blocking at all Valleys Fasten Sheatli g to Blockng'n accordance with Note 1. <br /> v 6 ProVtle H2 6A CIS each side or TLOKfi Screw each ply all ply or greater Girder Truss ends,ry I�p. U <br /> WALL FRAMING PLAN NOTES: ILJ- —j Z <br /> 1. Exterior Walk shall be Shear Wall type Pt-6 with 2.6 Studs @ 16"oc,u.o.n.6 E rrW.� Interior Walls shall be 2x4 Studs @ 16"oc,u.o.n. ILL o_ <br /> S� Where solacant Shear Walls are in contact,nail studs together per 3/SU6.See VS06 for special stud requirements at Shear Wall to I- <br /> 6 types P1-3,P1-2,and P2-2. <br /> $06 <br /> 8. Headers shall be 4,6,u.o.n.See Detail 131S06. <br /> 9. Built-up Slud Groups in Walls supporting Beams,Pasts or Girtler Trusses above shall be(2)Studs,u.— See General Structural <br /> Notes for fastenirg requirements. I <br /> 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> I" <br /> LEGEND <br /> do <br /> SX.X DERAIL CALL-OVT m <br /> � I I <br /> [P- SHEAR WALL BELOW PER SCHEDULE OF 1iS06 t <br /> K <br /> W <br /> _ a <br /> BEARING OR SHEAR WALL BELOW <br /> F n <br /> POST BELOW 0 <br /> o <br /> OVER FRAMING PER PLAN NOTE 4 W <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 96 .'ay 0 5 D <br />