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W <br /> l7 <br /> n f - <br /> U, _ <br /> U <br /> o <br /> SO6 S0S 13 N O <br /> CS16x3'-0"- <br /> EAM TO PLATE - <br /> -' I -i 8Yx13Y GLB(DROPPED) <br /> HDR <br /> Ir 1 <br /> to a <br /> _B S06 O HORIZ.HTS30C- 'z� <br /> to L� <br /> I SOE 11 <br /> tlJ �,L ,li. .. "6 BEAM TO PLATE _ <br /> 1,(F x8 - <br /> s 8 <br /> V so <br /> ! t� T I <br /> e *- S <br /> �12 1 roe N ,l <br /> it \ I III II i I � <br /> -- —ADJUST SI sC ino. till TYP.UNO 2 �S• <br /> FOR PLUML{IWii S08 �( ISx <br /> I FLOOR FRAMING PLAN NOTES' _ — <br /> _ UI 1. or Sheathing shall be t Gt BG(P I Sp R[g &/2 1 'ih g d' n perPenticular to supVorts.Glue Sheeg <br /> 1 GiiJ I I <br /> JUb -- - MENSf Jti) <br /> l to all Fram ng Members and Blocking b I Ih dl crews'g to A P.A Sp cifcalron AFG-01.Fasten Sheathing to <br /> Fraui tg with 0 131 0 x 2J;Na h or S p o t WSV pex2y,s as follows' ��� )— <br /> �? I 11 Ir: <br /> I� <br /> l Framing,Edges 6 oc �y.� W <br /> Framing Field 10 oc KJ <br /> 9 Bounda tes Blo king l; t 6 oc --I <br /> At areas indicated as Blocked Diaphragm,p d 2 Flat BI k g(per General Structural Notes)al all Unnamed"-thing Panel W <br /> 508 �.�}� Edges.Fasten Sheathing to Frex ing and Blocking w th 0.131 0,ZY..Ne Is or Simpson WSV#Bx214j sc ews as foA— <br /> L JOIST(F)I ' <br /> Framing Edges 470c Q <br /> o I� <br /> DB Framing,Field 10"oc Bounderles Block rig Struts 4'oc `� rQ^ <br /> I <br /> a See Draw ngs for other Sheathing NaLng requtrements V <br /> _ 7 _ �_ _ m 2 Floor Franung shall lw as'nd cared on pl R f to G I St uaurol Notes for other q n. <br /> Z <br /> P16 �_ O <br /> �' a ROOF FRAMING PLAN NOTES. O <br /> rx e 8 Roofs al a is tlack(Pan—el Span Rating 24/1B).Fasten Sheath ny to Frammg w to 0.i31"t3:2TNa Is as follows'. <br /> Edges 6 oc J I— <br /> Framing Field 12 oc Q <br /> 1 Boundaries,Blocking,Struts 6 oc w <br /> .I}6 sot At Unframed Panel Edges,provide PSCA Framing Clips centeterl between each Fram,ng Member.See Drawvtgs to,dinar W <br /> j ti +s CS16x8'-0"-LAP LOWER Sheathing Nailing requirements. J <br /> TOP PLATE FLAT <br /> AND W <br /> At areas astenlS ea Blocked raminra and <br /> provide 2x Flat 131"0ng)per General Structural Notnsl at all Unframed Sheathtny Panel <br /> ATTACH TO FLAT 2x4 � Q DEL JOIST(F) BLKG BTWN STUDS Edges,Fasten Sheathing a Framing and Blocking wish 0.t31"0 x 23i Nails as folows: <br /> Framing,Edges 4"0c <br /> +k' Framing,Field 12"oc <br /> S08) Nry\ Boundaries Blocking Salts 4 oc _ <br /> O <br /> See Drawings for other Sheathing Nailing requirements. <br /> m e 4. Roof Framing shall be as ndicated on plan.Rater to General Structural Notes, <br /> t.S1 ..1 O= <br /> PLATE Tu PLATE +6 W^� 5. 1"msses marked Strut shall be designed to accommodate Ihe'nd'cated loads and connexions W <br /> 7 <br /> 6. Truse a n i Members shall be 2x4 Q 24 oc posted down to trio n framing below w/2x4 Q 48 oG staggered,or as indicated by the LimLij <br /> u.A ALL FRAMING OR HARDWARE Tmss Manufacture,. O Q <br /> z`I, NOT SHOWN OR SPECIFIED <br /> ^'o m 0 3 TO REMAIN UNCHANGED T. Provide solid Flat Blocking at as Valley,Fasten Sheathing to Blocking 1 accordance with Note 3 O W <br /> i o �1 LL <br /> 8. Provide H2.5A Clip each side or TLOK6 Screw each t 2-ply 1y <br /> rb ply a p y or greater Girder Tru65 ends,tyy, Q <br /> I <br /> o WALL FRAMING PLAN NOTES. <br /> : t __. _ ..--- <br /> V _ <br /> L + + ry 6)'x12 GI-B., ti \ b SYXI2 GLB Ez�tar or Walls shallshall beltypa Pl6wlh 2xb§Itl Qf6 o.n u <br /> 6 <br /> l i SOB � \ Interior Walls shall be 2x3 Studs Q 16 oc a o.n. <br /> U <br /> ti} 1 Where adjacent Shea a'e m contact pad Studs logethar par 3/.06 Sze t/SOfi for spec al a'tud eP ems is al SI oat Wall .� Z <br /> XLfffjLRIM+/-10'-0' W/(2)12d F.A STUD RIM+/-10'-0" W/(2)H2d FJg STUD 11. t es P1-3. Gmupe n W2IIa xuPpdn rig Beams c N - . Uj <br /> I 10 headers shall be 4xfi u o n Seo Dated 13I506, U <br /> (PER 308 O —J MONO TRUSS (2)2x6 WI HUC26-2 12. Sea 10/508 for Simpson 10 erd hardware coma Posts dr G�rler r ruasas adove shall ba i21 Studs.u.u.n See�rneral 3lrucwral <br /> MONO TRUSS L.L Lf.VL <br /> Notes for fasten n � <br /> = i�y (2)2x6 W/ (2)2x6 2 2x6 W/ rsl <br /> is/o07 S�6/ HUC26-2 — on tame. LL <br /> IH=S-'d'1 TO POST END TRUSS HUC26-2 MONO TRUSS TO POST <br /> TO POST <br /> (2)2x6 W/HUC26-2 <br /> tfi TO POST (2)2x6 11 <br /> sos ENO TRUSS sos LEGEND <br /> (TOP ONLY AT ENTRY (RIGHT 16 XX DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 SX.X <br /> LENGTH OF EA. k 1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> SHEAR WALL) do <br /> m <br /> do <br /> doEXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW <br /> �w <br /> L—__1 BEARING OR SHEAR WALL ABOVE R <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) o <br /> Q H <br /> � o <br /> 'Q POST BELOW — <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 , 2 4 6 16 <br /> SO4A(M) <br />