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Iy <br /> u <br /> u <br /> r= <br /> � m <br /> to <br /> O-o <br /> SOti 13 NOm <br /> ' •.�y —CSt6x3'-0"- SOB y't <br /> TO PLATE P- <br /> - SMIx13Y GLB(DROPPED) <br /> HDR <br /> 0 <br /> 9 <br /> m <br /> Blg6 <br /> �L,x <br /> � o <br /> HTS30C- <br /> H e I <br /> 11 __ Pt-6 BEAM TO PLATE <br /> au ': <br /> 3Yx12 Gt (r _I - Ax8 ? z <br /> \2j\ II 8 2+6 CT- <br /> S08 <br /> T. <br /> (irk ?Zllp6 o <br /> ( I hr <br /> i <br /> 2x12 HF#2 <br /> 16"00, s <br /> I —ADJUST SP.r IIJ ;,. I TVP.UNO 2 <br /> FOR PLUMBIN l: SOB ll.t <br /> A6 FOR PLUMBI 16 L k Jr <br /> FLOOR FRAMING PLAN NOTES <br /> JOS i �I I DIMEhJSI IJ I 1 Flo.Sheath rig shot be. Gt 8 (oriel Span adng 4824)wNlong tlmens on perpendicular to supports.Glue Sheathing <br /> to all Framng Members and BI ck g below with adhenve conform ng to AP A Specification AFG-0i Fasten Sheathing le <br /> Framng with 0137 0 x 2Y,Nails or Simpson WSV#9x2k'screws as follows' <br /> 2x 12 Fie Framing,Etlges 6'oe M W <br /> 'fir t ° Framing,Field 10"oc �,�J <br /> III HJS ��2N <br /> Struts 6'oc Al ea,indcated as Blocked Diaphragm prov de 2x Flat 6b 1k g(per General Structural Notes)at all Unframed Sheatf rig Panel Uj <br /> Edges Fasten Sheathing to Framing and Block rig w th 0131 0 x 2Y.Na Is or Simpson WSV#9x214 screws as fo,lows.g EdgesDBL JOIST(F) Fag Field 10'oc <br /> I <br /> Boundaries,Blocking St vts 4'00 Q <br /> See Draw ngs for other Sheathing Nailing requirements <br /> C� <br /> ( 2. Floor Framing shall be as Indicated on plan Refer to General Structural Notes for other req.,cements. Z <br /> Ill._ <br /> P1 61 ROOF FRAMING PLAN NOTES O <br /> 1. 8 Roof Sheathing shall s"thick(Panel Span Rating 24/16).Fasten Sheathing to taming wM 0.131"0 x ,Nails as follows: O <br /> 3 <br /> Framing Edges 6"oc <br /> Framing Field 12"oc ; <br /> Boundaries,Blocking,Salts 6"oc W <br /> ,ti}6 At Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framng Member.See Drawings for other w <br /> N. <br /> 2} NailingJ <br /> CSl6x8'-0'-LAP LOWER Sheathing requirements. <br /> I TOP PLATE 1-4"AND rip y provide 2x Flat BI krig(per General Structural Notes)at all Unframed Sheathing Panel <br /> ILij <br /> ' Al areas i Id ceted as Blocked D'r hra m <br /> I ATTACH TO FLAT 2x4 9 <br /> DBL JOIST(Fj Etlges.Fasten Sheathing to Framing and Blocking vnih 0131 0 2Y,'Nails as folows. <br /> - BLKG BTWN STUDS Framin Edges 4"oc <br /> Framing,Field 12"Oc <br /> Y SOB aT} -. Boundaries,Eloddng,Struts 4"oc <br /> /., See Drawings for other Sheathing Nailing requirements. <br /> y �1 4 Roof Framing shall be as mtli<ated on plan Fee,to General Struqural Not... <br /> PLATE TO PATE ( I I Mks w 6 Trusses marked Strut shall be designed to..—..data Ihe'nd'cated loads and connections. Ld <br /> M <br /> fi Overfra Wing Members shall be 2x4 @ 24"oc posted down to main framing below wl 2x4 Q 48"oc,staggered,or as indicated by the LL W <br /> l ALL FRAMING OR HARDWARE Truss Manufacturer. O Q > <br /> z C NOTSHOWN OR SPECIFIED <br /> o OO TO REMAIN UNCHANGED ]. Provide solid Flat Blocking at ak Valleys Fasten Sheathing to Block rig n accordance with Role 3. W <br /> B Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.typ. O LL. O <br /> a WALL FRAMING PLAN NOTES. <br /> v III BOB - - 9. ExWdor Walls shall be ear all type Pt 6 w ih 2x6 Studs @ i6 oc,oa n- LL <br /> 0 _ IMenor Walls shall be 2x4 Studs Q i6'o<u <br /> �e I <br /> 6 � z I- 1yg' �2+d• 2�+6 ry.91 <br /> %x12 GLB 'V '1-�}C. 5j,.12 GL8 `L�+ Where adjacent Shea Wali re m contact na studs together per 3ISO6,See 1/S06 for special stud requirements at Shear Wail <br /> ` „ RIM+1-10'-0' - W14 SHT LE STUD ----. --- —RIM+/-10'O" W(2)H2d EA STUD 10 �pdeem haalllbeo 4rx6 lions See Detal l3/SO6. O <br /> Vv <br /> DGER ITI <br /> T <br /> —J U <br /> MONO TRUSS ( MONO TRUSS Groups-n Wails supposing Beams Pans of G;Ider Trusses above shall be i2j Studs,u.o.n.Be,S General Structural Ll. <br /> Notes for fastening requirements. C, <br /> LL <br /> PER / 6_) l2)2x6 W/ (2)2x6 S08 - (2)2.6 W/ (2)2x6 W/HUC26-2 1? Sae 10/SM for Simpson to USP hardware co—s on table <br /> /-0% S08/ HUC28-2 END TRUSS HUC26-2 MONO TRUSS <br /> „_5 I TO POST TO POST <br /> TO POST <br /> (2)2x6 W/HUC26-2 <br /> 16 TO POST (2)2x6 11 1. <br /> e I a Rus5 S09 LEGEND i <br /> S09 END7 <br /> SO6 S06 — �1 <br /> (TOP ONLY AT ENTRY (RIGHT 76 XX <br /> �X DE CA TAIL LL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 <br /> LENGTH OF L) p-X-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 k <br /> SHEAR WALL) g <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW <br /> BEARING OR SHEAR WALL ABOVE W <br /> _ a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> POST BELOW 1� <br /> o i <br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> I <br /> 0 1 2 4 8 16 SO4A(M) <br /> i <br />