Laserfiche WebLink
0 <br /> I �u <br /> �r <br /> << <br /> m <br /> w, <br /> a FT <br /> I oa <br /> I m <br /> sos gDg sos <br /> Pt-6 <br /> (2)2x6 (2)2x6 <br /> z _ <br /> u u � <br /> - <br /> om z <br /> aHIP MASTER ATTIC ACCESS <br /> PER ARCH'L ' gF'�SHN. <br /> 11 <br /> LL <br /> Sp9 509 <br /> vV �V_�yy <br /> LL. <br /> T LL( <br /> PRE-MANUF. <br /> ROOF Of <br /> TRUSSES Q <br /> @ 24"oc, <br /> TYP UNO 7 <br /> L <br /> 0 o f <br /> I <br /> J � � <br /> ROOF FRAMING <br /> Sheathing I thick <br /> 1. Roof AMMGPLANN NOTES' <br /> Span Rating 29l16i.Fasten Sheathing to Framing with 0-131"0 x 2Y Na is as follows <br /> W <br /> Framing,Edges 6"oc T LU <br /> Framing,Field 12"oc y W <br /> _ - _ _ _ Boundaries Block ng Struts 6"oc <br /> At Unframed Panel Edges provide PSCA Free ng Clips centerad between each Framing Member See Drawings for other <br /> Sheath,,Nailing regdrementr <br /> At areas ind catetl as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notesl at all Unfranletl Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y.;'Nails as follows: <br /> Framing,Edges 4"oc <br /> o. Framing,Field ,2"oc <br /> ry`L+6 22+ Boundaries,Blotting,Sttr 4"oc <br /> GIRDER HIP MASTER B See Drawings for other Sheathing NaTng requ iemerns. '^ w <br /> 2. Roof Framingmar shall be as indicated on plan Refer to General Structural Notes z W <br /> 3. Truss ked Strut shall be designed to aunmmodate the indicated lead,and connechons. w <br /> y I it 30B I� I 4 Overt Ming ng Membars shall be 2x4 @ 24 oc posted down w ma n framing below w/2x4 @ 48"oc,staggered,or as nd'cated by the LL <br /> _ Q C7 Truss Man,lai O <br /> O I Q ZW od ld Flat Block n Valleys Fasten Sheathing to Blocklngin acod with Note 1. <br /> to I 6. Prov de H2 SA Clip each side or TLOK6 Screw each ply at 2-My or greater Girder Truss ends,typ. rLLL J i 0 <br /> 22x6 WALL FRAMING PLAN NOTES: __ <br /> (2)2x6 - -LL ]. Exlenor Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc,u.o.n. — ! Q <br /> P1$� Interior Walls shall be,2,4 Studs @ 16'oc u o n !!!I <br /> _ (2)2x6 - (2)2x6. Wbere adjacent Shear Walls are in contact nad studs together per 31S06.See 1/SW for special stud requrements al Sliear Wall O <br /> - --"GABLE END TRUSS <br /> -- - types P1 3,Pt-2 and P2 2 O U <br /> $pg _ PI-6 --. 6. Headersshall be 4x6 u.o.n.See Detail l3/S06. C <br /> SO6 _ <br /> 9.SO6 Built-up Stud Groups in Wallsnts, ing Beams,Pasts or Gkder Trusses above sha0 be(2)SNtls,a-p.n.See General Structural 76 SO6 Notes for fastening requirements. � <br /> sos <br /> I 10. See 10/SO6 for Simpson to USP hardware conversion fable , <br /> I LEGEND <br /> a <br /> S X DETAIL CALL-OUT m <br /> rn <br /> H <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 � <br /> K <br /> W <br /> _ d <br /> BEARING OR SHEAR WALL BELOW <br /> H <br /> POST BELOW ¢O <br /> OVER FRAMING PER PLAN NOTE 4 IU o <br /> K <br /> HOR HEADER PER PLAN NOTE 8 <br /> I <br /> „4.'= 0 1 2 4 e 16 S05B <br />