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J <br /> F� <br /> 70 <br /> n C; <br /> W iz <br /> L7 �c <br /> U" w 3 <br /> U � <br /> iw <br /> �O <br /> m <br /> v, <br /> / 1 B <br /> SOB SO6 r <br /> v <br /> _ It I <br /> pi I-_If <br /> 3Yax9 GLB f 3/x9 GLB <br /> ti ti z 34= <br /> Ix <br /> 2x12 DF#2 <br /> C12"oc <br /> I <br /> ��R)— <br /> _ ADI11 � <br /> ST SPACING.4S REq'D FOR ,,`�cyy - <br /> I'LUMBING,T'P(SEE A6 FOR �QV4L Y` <br /> PI JMBING DROP DIMENSIONS) - <br /> �� i FLOOR FRAMING PLAN NOTES <br /> Ji_`II 3 1. Floor Sheathing sk,all be'/.thr<k T8 (Panel Sp R t1 g 9/4)w th long d'mens on perpen cu ar to supports ue he thing <br /> y t - to all Fram ng Members antl Black ng below will dh conform ng to A PA Spec feat on AFG-01 Fasten Sheath ng to <br /> ry+6 I SOe '`j� Fram ng w th p 131 Pl x 2Y Na Is or Simpson WSV#9 2/"screws as follows I'— <br /> /1 <br /> Framing,Edges "u'"oc 0 LL <br /> LLJ <br /> 3)¢x12 GLB(F) HpR _t 7 2 BoundarieI Ell eking,Shuts 16"oc LL J <br /> -LU T—�7 li <br /> LU8210 TYP,UNO 2 Atareas'ndcated as Blocked Diat .� W p tragm provide 2x Flal Block n9(per Geneal Structural NOlesl al all Unframed Sheath ng Panel rU <br /> 3/SO6.TYP Etlges.Fasten Sheath ng to Fram ng a ttl Blocking w th p 131 0 x 2h'Na Is or Simpson WSV#9x2K straws as/ollows. V <br /> Y _ - II Fra n ng Edges 4 oc �T Q <br /> l Pi-6_ � I , III Framing,Field 10"oc 1 (L' <br /> Boundaries,Blocking.Struts 4"oc <br /> X See Draw ngs for other Sheathing Na lag requirements. <br /> 0 8 r B <br /> a S08 ill � IN SD6 2. Floor Framing shall be as'ntl catetl on plan Refer to General Structural Notes for oher regri rements. 1 <br /> ROOF FRAMING PLAN NOTES: Z <br /> d <br /> 0 <br /> Roof Sheathing shall be/r hid(Panel Span Rating 24,16).Fasten Sheathing to Framurg with p.131"m x-2T—Na,Is as follows. <br /> Framing,Edges 8"oc d Q <br /> j Framing,Field 12"oc 9, > <br /> Boundaries,Blockin Struts 6"oc <br /> 4 ?zk6 C816x10'-n'LAP LOWER Al Unframed Panel Edges,provide PSCA Framing Ciips centered between each Framing Member.See Drawings tar other <br /> �.� J <br /> TOP PLATE 1'-4"AND sheathing Nailing requirements. W <br /> (2)2x12(F) ATTACH TO FLAT 2x4 <br /> f - BLKG BTWN STUDS At dicaled as Blocked Diaphragm Provide[x Flat Block ng(per General Structural Notes)at all Unframetl Sheathing Panel <br /> PLATE <br /> 5};;xifiY GLB(DROPPED) Edges.FasFrammy,hEtlges ati ng a,d Blockm�o Ih D 131'0 x Y. NaTs as follows „= m <br /> PLATE COTO PLATE - LWCZIOZ Woundar s,Blocking, <br /> i <br /> See D.Maij,lar other 9 Sheathing <br /> n Nalfirg 4"oc <br /> o <br /> 2x12 DF#2 +6 O° gs g gregti rements. <br /> 16"Oc, 4. Roof Framing shall be as Indicated pan.Refer to General"tructural Notes. <br /> TYP NO .Ud ALL FRAMING OR HARDWARE F'- <br /> NNOT SHOWN OR SPECIFIED 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connection,. z 7 W i N TO REMAIN UNCHANGED CC Z 6. OWdraming Members shall be 2x4 Q 24"oc posted do—to main framing b staggered. <br /> below wl 2x4 @ 48"oc. or as Indicated by the r. <br /> (2)2xl2(F) I N C, Truss Manufacturer. () <br /> i. Provide solid Flat Blocking at all Valle s.Fasten Sheathing to Blockin in accordance with Noe . W <br /> 3 <br /> l F � , 9 Y 9 9 � <br /> I v I ASS:LrH G <br /> _-, 8. Provide H2.SA Clip each side or TLOK6 Scraweach t 2- ,or greater timer Truss ends.hp. Q <br /> i TO EDGE't, pro p'. ,I J <br /> + A I 1 5 WALL FRAMING,PLAN NOTES' t"oc u q n LL 0 �— <br /> tiT SOB RIM(F WALL SHTG CONT. 9—SiI W.IT snarl be Shear Wall ty��t 2x6-St <br /> " <br /> /J) <O 5;!x15 GLB O \�' 5Yax12 GLB THRU OORNER 1 tenor Walls shall be 2x4 Suds @ 16 ac <br /> �q �F.nTEND TO CORNERI WALL SHTG CONT. <br /> 6 _ _ <br /> -1� - -- THRU CORNER V✓rere atljacenl Shear Walls are in contact nail studs together per 3/S06.Be.11506 for special sWtl requ remens at Shear Well <br /> — types P13 <br /> P1 2ZA,6 10, Headers shall bs 4x6 u.o n See Deta I lVS06. <br /> CANT. (2)2x6 MONO (2)2x6 11. Built uP St <br /> Groups n Walls supporting Beams Posts or Girdar Tmssas above shall be(2)studs,u.o.n.Be,General Structural Q U <br /> ( ) THRU CORNER MONO TRUSSES�� _ WALL SHTG CON7. TRUSSES Notes for faltering requirements, CL � 0 <br /> P7-2 6 WALL SHTG CONT. -- _ _ 1 <br /> PER S08 THRU CORNER ATTACH LOW <br /> 13/SOT ROOF @24"oc i6 (Q <br /> 24"oc / 1 6 808 12. See ip/Safi for Simpson to USP hardware wnversion table. <br /> H=a'-D" @ sty' S06 DIRECTLY TO I � � � <br /> ATTACH LOW ROOF---� —� RIM BOARD (2)2z6 <br /> DIRECTLY TO RIM PER 1i/808 ----- -. - <br /> BOARD PER,11S0d LEGEND <br /> PER 171SO6 S09 XX DETAIL CALL-OUT <br /> S .X <br /> Q <br /> N <br /> 1-X SHEAR WALL BELOW PER SCHEDULE.IF 1/S06 5 <br /> C. <br /> i9 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' BEARING OR SHEAR WALL BELOW of sJ <br /> [ _ ] BEARING OR SHEAR WALL ABOVE p� <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI B')T-rOM OF FRAMING) uJ <br /> Q N <br /> POST BELOW <br /> W <br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE � <br /> HDR HEADER PER PLAN NOTE iD <br /> 0 i 2 4 e ,ti <br /> SO4B(M) <br /> j <br />