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C - <br /> �l"J <br /> �0 <br /> L7 " S G <br /> 0 E xU <br /> �m G z <br /> UG c 2 <br /> Lz x LL <br /> a ww <br /> =1 <br /> C C, <br /> �m <br /> m <br /> 6 8 SO6 609 SO6 <br /> r;L j <br /> -7 Z. <br /> II W= <br /> w a <br /> Pq <br /> I I II <br /> x--— ATTIC ACCESS - kS TER <br /> PER ARCH L 1,"3f ASHr,� <br /> S09 <br /> cnW <br /> Lw <br /> - �— <br /> PRE-MANUF. <br /> ROOF) <br /> TRUSSES x <br /> f —_ --- - @ 24"oc. <br /> TYP LINO Z <br /> --------___.___ Z <br /> O 0 <br /> 1 _ ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be/a"Nick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0-131"0 x 2)'z Nails as follows: WW <br /> Framing Etlges 6"oc T J <br /> Framing,Field 12"oc y W <br /> Boundaries,Blocking,Salts 6"oc <br /> ...._.._ _—.- Al Unframed Panel Ed m <br /> ._._—.... _—__._ __ _—___ _ _-_. Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings far other <br /> Sheathing Nailing requirements. <br /> 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"0 x 2Y"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing Feld 12 oc <br /> — ? a Boundaries Blocking Sti t 4 oc <br /> - - P MASTER _ _ +s Sea Drawings for other Sheathing Nailing requirements n LU <br /> Fie— <br /> 1 II I 2, Roof Framing shall be as indicated on plan.Refer to General Stru lural Notes `,�J W <br /> 3. Trusses marked Strut shall be designed to accommodate the'ndicated loads and connectons W <br /> W <br /> \ 2 509 4. Overfra ning Members shall be 2x4 Q 24'oc posted down to ma 1 ha ning below w/2x4 Q 48 oc,staggered,m i s m,ficatis by the LL <br /> I U Truss Manufacturer O <br /> O 5. Provide solid Flat Blocking al all Valleys Fasten Sheathing to Block ng in accordance with Note 1. Z 1' <br /> 2 oa F <br /> O u n/ Q F- <br /> F I N 6. Provide H2 SA Clip each s de or TLOK6 Slew each ply at 2-ply or greater G'rtler Truss ands,typ. LL. V <br /> jF <br /> WALL FRAMING PLAN NOTES: � Z <br /> (2)2x6 7. EtMilior Walls shall be Sheaf Wall type P1-e with 2x6 Studs Q 16"oc,u.o,n. <br /> _ Interior Walls shall be 2x4 Studs Q 16"oc,u.o.n. 0_ <br /> (2j2x6 >1IS P$ Where adjacent Shear Walls are in contact,nail stutls together per 31506.See 1IS06 for special stud requirements at Shear Wall O <br /> ---- — types P1-3 P1-2 and P2-2. <br /> � O U <br /> GABLE END TRUS` <br /> ----- ------ 6 11 S. Headers shall be 4x6 ua.n See Derail 13/SO(i <br /> SO6 S08 <br /> -y` 9. Built-up Stud Groups n Walls supporting Beams Posts or Guide,Tfu—s above shall be(2)Studs., See General Structural s�s� <br /> < j.-/ Notes for fastening requirements. <br /> 10. See 101S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX X DETAIL CALL-UT m <br /> N <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> K <br /> W <br /> a <br /> C BEARING OR SHEAR WALL BELOW ' <br /> Q N <br /> ® POST BELOW � <br /> OVER FRAMING PER PLAN NOTE 4 o <br /> HDR HEADER PER PLAN NOTE B <br /> 0 1 2 4 8 16 <br /> S05B(M) <br />