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O <br /> Cr <br /> 7 <br /> m T <br /> (� MP <br /> � F <br /> �J1 c <br /> IZ <br /> W L <br /> rY <br /> IL= i Y <br /> U WS <br /> a =w <br /> �_ <br /> f— <br /> C1 G <br /> m <br /> s \ <br /> II II W <br /> a II { II W .; <br /> - <br /> -�t K r <br /> AT71C. 15TER <br /> — <br /> l�I I <br /> SOJI <br /> S09 <br /> W LLI <br /> LL <br /> 1 L J <br /> 2 LU <br /> _ �- <br /> ___ PRE-MANUF. <br /> ROOF Of <br /> _ TRUSSES Q <br /> (�24"00, Ur <br /> TYP UNO <br /> ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheath'g shall be 9"Nick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 2Y'Nails as follows: w m a <br /> Framnn Edges 6"oc J <br /> Fram ng,Feld 12"oc LU <br /> _ Boundaries,Blocking,Struts 6"oc <br /> AI Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sao Draw ngs for other _m <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provide 2,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,Field 12"oc <br /> See <br /> ber Sheathing <br /> — III <br /> ' Nailing0 Of <br /> R,ofF ,bgsbeasinditl ct General <br /> StructurINotes. <br /> connections, � w <br /> 3. m alr tlegned a awmmo the l and l <br /> w <br /> W <br /> S09 U 4. Overframirg Members shall be 2x4(�24'bc posted down to maim halniny below w/2x4 96"oc,slaygared.or as indicated by the ILL Truss Manufacturer O <br /> 0 ad <br /> Z "m�F 6. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance w ur Note 1. �/7 <br /> 6, Provide H2 6A CI p each li da or TLOK6 Screw each ply at 2-ply of greater Gilder Truss and,,lyp. ` U <br /> ,G2+6 LL <br /> WALL FRAMING PLAN NOTES: 'J Z <br /> (2)2x6 T. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16 oc u o.n. <br /> Inharior Wags shall be 2x4 Studs e 16"oc u.o.n LL O <br /> (2)2xt )x6 P 4Me,,adjacent Shear Wells are in contact,nail studs together per 31SO6 See 1/S06 for special Abu requirements at Shear Wall O <br /> types Pi 3 Pi-2 and P2-2. O <br /> GABLE ENO TR S: <br /> I 11 B Headers shall be,4x6 u.o,, See Detail 13/601, (l) <br /> S08 6. Buil4up Swd Groups'n Walls supporting Beams Posts or GrJar Trusses above shall be 12j Studs,u o n.See General Structural <br /> Notes fa fastening requirements. <br /> SO6 C`�y,l 06 <br /> -- 10. See 101606 for Simpson to USN hardware conversion table. <br /> LEGEND <br /> a <br /> SX.X DETAIL CALL-OUT <br /> m <br /> of <br /> W-7.] SHEAR WALL BELOW PER SCHEDULE OF IISO6 ~ <br /> C <br /> C I BEARING OR SHEAR WALL BELOW ' <br /> W <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 c <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 a 16 <br /> S05B(M) <br /> i <br />