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C <br /> CL <br /> �x <br /> 13 N O <br /> —CS16XT-0"- <br /> EAM TO PLATE 5Yx13y2 GLB(DROPPED) P <br /> HD rl <br /> u <br /> 6 <br /> 5 SO6 �"- <br /> S08 <br /> HORIZ.HTS30C- <br /> BEAM TO PLATE <br /> 12 Gt (r. i4x8 <br /> - <br /> 8 <br /> SO6 <br /> �O Z.[ <br /> I: 2x12 L <br /> 16"oc, <br /> XIP---ADJUST l �P.UNO 2 umi.re- ` : <br /> I FOR PLh.I SO6 S�L1�41L.1�. <br /> A6 FC FLOOR FRAMING PLAN NOTES. <br /> _.... <br /> 1, bar Sheath ng shall be t ck (Panel-Span fRaing 4B/241-'Ih g d, p pendi,ula,to suppoiu.GWe Sheathing <br /> to all Fm rjng Members a d& ki g b low w Ih adhesive f g 1 A.P A Sp,,(cation AFG 01.Fasten Sheathing to <br /> Framing w th 0 131 0 x 2J4 N'V or Simpson WSV#9x2Y"screws as follows. <br /> Framing Edges 6 oc ^ W <br /> 2C. Fran ng,Field 10 oc (,�J <br /> Boundaries Blocking Struts 6 oc -J <br /> 3 0 At.,...indicated as Blocked Diaphragm Provide 2x Flat Blocking(per General Structural Notes)at all Unbar eo SI cart ng Panel T� Lli <br /> Edges.Fasten Sheathing to Fm ing and Blocking with 0131 0 x 2Y Nails or Simpson WSV N9x2Yz screws as fo Iowa. 1CD <br /> III - I Framing Edges 4"oc i <br /> DBL JOISTSOS Q(F) Frammg Field 10"oc <br /> Ij I f Boundaries Block g St uts 4 oc `�, Q <br /> I, Y Sea Oraw ngs for other Sh—hrrig Nailing requ cements UI <br /> r ,yy <br /> P1 5 1 l j 1 I'i Floor Framng shall be as ntl wd on plan.Refer to General Structural Notes for other requirements, z <br /> 2. ' <br /> L., ROOF FRAMING PLAN NOTES' O Q <br /> 6 ao Sheathing shall td thick(anal Span Rating 24/t8j.Fasten Sheathing gaming w-60.131'7J...... as old lows j <br /> Frammg,Edges 6'00 <br /> 1:n <br /> d II. <br /> i <br /> ' Framing,Field 12 oc Q <br /> Boundaries Blockirly,Struts 6"oc w > <br /> 2 At U lfram tl P I EO Ce PSCA Fram n Cli W <br /> 2\4d` C516xe'-0"-LAP LOWER Sheathing N'I il q i e ts. 9 Ps ca a b aen aa<h Fram tg Member.Sea Drawi tga for of ter ...a.. J <br /> TOP PLATE V-4"AND IL• W <br /> I <br /> — ATTACH TO FLAT 2x4 At areas J I d a.Blocked Doi,hag n,prod.2.Flat tg g Ip. Ge tarot Structural Notes at all U tfrarned Snaath ry Panel S DEL JOIST(F) Edges Faalen Sheathing to Framing and Blocking w•lh 0.131 0 x 2<Na Is as follows'. <br /> BLKG BTWN STUDS <br /> I � I <br /> Framing Edges <br /> -yl`9 4 ' ry+6 - Framing Field 12'oc __ _-- <br /> y S08 ill o- Boundanes,Blocking,Slruls 4 oc <br /> See Drawm for other Sheathing Nailing 1 I ' LLO gs g g repo cameo s. <br /> 4 Roof Framing shall be es indicated on plan Refer to Gene S t Notes F- <br /> CAI O io I' <br /> PLATE TO h Lr+.l C: ks W`� 5 Trusses marked Strut shall be designed to accommodate th d at d loads and connexions. LLJ <br /> ' N 6. Ovedrani ng Members shall be 2.4 Q 24"oc posted down t ,,a n fro n ng below w/2x4 Q 46 oc staggered,ar as-ld rated by the L.L. <br /> r., ALL FRAMING OR HARDWARE Tnrss Manulaaurer. O Q > <br /> r z0 NOT SHOWN OR SPECIFIED LIJ <br /> ]. Provide solid Flat Blocking at all Valleys.Fasten Sh athin d t i to e 1 Blochin ii ceortl n w 1 <br /> m <br /> TO REMAIN UNCHANGED 9 Y g g a ace ul Note 3 <br /> - I _ 0 3 <br /> O 0 <br /> Q LL <br /> ¢ e. Provide H2.5A Clip each side or TLOK6 Sc h ply at 2 Ply g t r Girder Truss BiWs,lyp. O l.L O <br /> WALL FRAMING PLAN NOTES' J �- <br /> m SOB m 9. Extenor Walls shall be ear Wall type P1-6 with 2xG Studs(vj 1fi- u.o.n. <br /> 2 �+b � *� +b Intenor Walls shall be 2x4 Studs®-Ifi oc u o n N <br /> 1 'F6' 2te ry 5Y2x12 GLB `ti titi 5ysx12 GLB `�L Where adjacent Shear Walls are in contact nail studs together per WSOB.Sae VSO6 for spec al stud requirements at Sneer Wall 1.1� �. <br /> _ { v- _- RIM+/-10'-0 - _RIM+/-10'-0" types Pl3 Pit and P22 O <br /> \ -- - — 1 g headers shall be 4x6 u.o n Sae Detail 13/SO6 V/ <br /> Stud Groups in <br /> ls supporling Beams, <br /> s or <br /> MONOZ R6USS 508 W/(2�d EA STUD (2)2x6 W/ —J, MONO TRUSS V(2)2x6 W/HUC26-P 12. Sea lit-up r fa(arts m wort st IUSP herdwar onverpdo enter der 1 hisses anova shall be Rj Swda a o.n.See Ganm.,i Saucwral ^ _` U <br /> L.L (LVL <br /> S06 <br /> t ER / b (2)zX6 w/ 1, <br /> t,s/Stir S08J HUC26-2 — . — p s 1 LL <br /> END TRUSS HUC26-2 MONO TRUSS TO POST <br /> r,H=3-c'. TO POST TO POST <br /> (2)2x6 W/HUC26-2 <br /> 16 TO POST (2)2xfi 11 <br /> Sos ENO LEGEND <br /> TRUSS so9 <br /> sob Sos I <br /> (TOP ONLY AT ENTRY (RIGHT 16 XX DETAIL CALL-OUT <br /> SX,X <br /> DOOR,EXTEND FULL SIDE ONLY)LENGTH OF S09 <br /> HEAR WALL) �P7-X 1 SHEAR WALL BELOW PER SCHEDULE OF VS06 j <br /> m <br /> y <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW ' <br /> BEARING OR SHEAR WALL ABOVE p ', <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) I <br /> Q <br /> 0 <br /> I <br /> �] POST BELOW <br /> r <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE 0_ <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 a 8 Id <br /> SO4A(M) <br /> 4'=1'4Y <br />