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H� <br /> W <br /> �N <br /> W V u T <br /> t d' <br /> it <br /> _ nm <br /> a o <br /> 'X�Sos% S08 �aON.I <br /> I. 4M TO PLATE <br /> SYix18Ya GLB(DROPPED) <br /> HoP <br /> H <br /> �i I g it SO6 m <br /> BOB <br /> -- '' I 'I, HORIZ.HTS30C• <br /> 1 - P - BEAM TO PLATE <br /> GILL,1 Fi V_u <br /> 4 <br /> , <br /> 3kx12 <br /> 4z8 <br /> 8 22 W <br /> \ti k <br /> I I <br /> BOB B I, <br /> T. <br /> .1 <br /> 2 I �I jl x12 HFp2 <br /> z� <br /> I <br /> L_ <br /> - —ADJUST SPACING I,121-�1'-E TYP.UNO 2 <br /> �SNxwv.YT*) <br /> FOR PLUMBINF 1 P sE I' I SOB <br /> A6 FOR PLUM Hw,::UI P'. FLOOR FRAMING PLAN NOTES: <br /> (SUB DIMENSION..) 1 loot Sheath n9 a .1 ekk(P B124) ih g tl me nsonperpend'cular to supports Glue Sheathing <br /> II to all Framing <br /> Membersand Blocking below with adhesive c f..... <br /> s g I A.P A.Speuficaaon AFG-01 Fasten Sheathing to <br /> Framing with 0131"0 x 2 z Nails or Smpson WSV#9x2Y c re as follows'. f- <br /> 2x12 Hh# Framing Edges 6'oe �y1 w <br /> 12"oc Framing,Field 10"oc �/ <br /> Boundaries,Blocking,Struts 6"oc J <br /> III 0 3 0 Al areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LU <br /> ry+ SOB rl} Edges.Fast-SI tl ng to Framing and Blocking with 0.131 0 x 2Y'Nails or Simpson WSV#i screws as follows. <br /> Framng Edges 4"oc <br /> ry D L JOIST(F) ry F al Ing F eltl 10"oc <br /> III Boundaries BlocKn9 Struts 4'oe Q <br /> See Draw J in,uh,- JN l g equiremena 0 <br /> I I III ',I 2. Floor Fmn,ng shall be us Ind—lu,cl pl t, Refer to General Structural Notes for other requ remenit z I <br /> ROOF FRAMING PLAN NOTES: <br /> to B 3. Roo Sheathing shall be - O O I g s'thick(Panel SpanlYehng 24116).Fasten Sheathing to Framing with 0.131 O x 2)r Nails"s follows: <br /> I . N I I Framing,Edges 6'oc J I" <br /> I I SO6 Framing,Field_ n2'oc Q <br /> 'f y Boundaries Blocking,Struts 6"oc W w <br /> ry}6 2? At Unframed Panel Edges p vide PSCA Framing Clips centered between each Framing Member.See Drswings for other J <br /> +s CS16x8'-0"-LAP LOWER Sheathing Na ng requ rements. W <br /> TOP PLATE 1'-4"AND 1 <br /> Al areas risen Spas Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sl,ealhing Penal r <br /> i -- ATTACH TO FLAT 2x4 <br /> DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking wile 0.131"0 x 2N,"Nails as follows: <br /> BLKG BTWN STUDS <br /> Framing,Edges 4"oc <br /> SOB bah+� Bo ndari slBlocking Struts I 14'oc - <br /> Y See Drawings lovothe,Sheathing Nailing requiraman is <br /> Roof I r <br /> 0 4. Fram 1g shall be as indicated on plan Rafsr te t o Ge,al Sr,c al Notes F- <br /> CS7 <br /> PLATE TO PI_ti FE1 a�a Ud 5 Trusses mocked Strut shall be design to accommotlala the,the,i di cated loans and connecm is. W <br /> 6. Overframing Members shall be 2,4 @ 24"oe posted down ro main framing below w/2x4 Q 46"oc staggered.or as indicated by the W <br /> ALL FRAMING OR HARDWARE Truss Manufacturer. O Q W <br /> I C, NOT SHOWN OR SPECIFIED <br /> y <br /> OJ TO REMAIN UNCHANGED 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In accordance with Not,3 <br /> uc LL <br /> om OO 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or g,eater Gifder Truss ends,typ. O LLB <br /> co <br /> 'I 0 5 WALL FRAMING PLAN NOTES: o n ---- (n _�rj 9. .tenor asshall be hear e 1 type with 2x✓ Studs @ 16"oc u � v �' <br /> SOS (2)2x6 W/ Inlet or Walls shell be 2x4 Studs Q 16'pc U. <br /> n U <br /> HUC26-2 ,L�6 ,y+6 N <br /> ry Where ad anent Shear Walls are n1 contact,nail studs to ether ter 31S06.See 1/SO6 for special stud,e uiraments a1 Shear Wall L.L <br /> \ + + `L S xt2 GLB I 9 1 Pec G <br /> 5IM 1/-GLB ti TO POST Y types P1-3 P1-2 and P2-2. Z p <br /> RIM+!-70'-0' t <br /> _ _ _RIM+/10'0" w C O <br /> K IN <br /> —J N�R�SS �— 10 Headers shall be 4X6 u o n Sea Data I11SO6. < <br /> ATTACH LOW ROOF _ _ I ATTACH LOW ROOF LL. � � <br /> _ 1 h DIRECTLY TO RIM - DIRECTLY TO RIM 11 Bug-up Stud G'oops n Watts supporting Beams,Posts a,Girder Trusses above shall be(2)Studs,u.c.n.See General Structural �1 <br /> NO T USS BEAM PER 12lSO8,SIM BEAM PER 12/SOB,SIM Nunes for fasten ny regmrements. LL� <br /> PER 6 W/HUC26-2 (2)2x6 2x4 RAFTER I (2)2x6 M HUC26-2 1'2 See 1o/SO6 for Simpson W USP hardware con—f-table LL <br /> MON T USSES <br /> 13/S0� 508 TO POST 24"oc TO 24"oc TO POST D' <br /> (H=,5'-6" ERS Q 24"o END TRUSS Z) <br /> END TRUSS MONO (2)2x6 W/HUC26-2 <br /> TO POST L FULL DEPTH (2)2x6 <br /> TH LEDGER 11 TRUSSES LEDGER W/(2) � LEGEND <br /> BUSS VERT S09 SO6 @ 24"oc S08 12d EA TRUSS <br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 X <br /> LENGTH OF EA. <br /> SHEAR WALL) LP1� SHEAR WALL BELOW PER SCHEDULE OF 11SOB <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' BEARING OR SHEAR WALL BELOW <br /> L___] BEARING OR SHEAR WALL ABOVE 3. <br /> { <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) N <br /> 6 �N <br /> 0 � <br /> POST BELOW > � <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> va^=r-o' o t z 4 e 16 <br /> SO4B(M) <br />