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<br /> FLOOR FRAMING PLAN NOTES'
<br /> moor Sheathing shall be W,th!Zk' hr,, el n efirig—,148MN4 g dinesnal perpendicular
<br /> 7)—.ilh long to support.Glue Sheathing
<br /> .all Framing Members and Blocifirg cal. Faster,Sh.amIng to
<br /> Framing with 0,131"0 x 2Y,"Nails or Simpson WSV#gx2V2",,*,,a,follows'
<br /> Framing,Edges 6"oc
<br /> Framing,Field 19,0C
<br /> b;oundahess,blocK:ng,Sir Is 1 U'oc LL
<br /> At—as indicated..Blocked D.phe—provide 2.Flat Blocking Par General Structural Notes)an all Unframed Sheathing Panel W
<br /> Edge.Fasten Sheath ingto Framing and Block ing,ithO.131"Ox2k"Nails or Simpson WSV#Sx2Y2"screws as follows
<br /> l 4,",,Frarmirl Edges ,c <
<br /> -6
<br /> I I lHounclanee,Blocking,Struts 4"or.
<br /> If Sea D,.—gra for the,Sheathing Nailing requirements
<br /> s-1 rWALL SHT WALL HTG
<br /> CONT.THR J CONT.THRU 2 Floor Framing shall be a ireficals,ol.11 plan.Refer to General Structural Not.,for other requarnarl'. z
<br /> CORNER
<br /> P11-6 ROOF FRAMING PLAN NOTES: z
<br /> CORN R
<br /> )2)CS&3'-UIli (2)csl6x3,,-o,,- 3. Roof Sheathing shall be is Chic (Panel Span Rating 24/16) FTSten-gheathing to Framing with OAM"O, 2'Nails as follo— 0 0
<br /> 0F11I14 TO EA, I I BEAM TO EA- I Framing,Edges 6"oc
<br /> PLATE 1.I III PLATE L Framing,Field 12"oc
<br /> _I
<br /> 2 ' - 1Boundaries,Blacking,Salts I 6"oc Uj
<br /> :1— rl 2"\ LOW ROOF
<br /> S08 9 TRUSSES At Unframed Panel Edges,provide —lb ePSCA Framing Clips centered between sed,Framing M .l.Ss Dr
<br /> awings
<br /> .1 @ 24"oc Sheathing Nailing requirements.
<br /> _Low ROO i f —L-
<br /> n IIILD W I
<br /> TRUSSES to At areas indicated as Blocked D,apluagm.pro,rde 2x Flat Blocking(per General Structural Notes)at ati unframed Sheathing Panel LU
<br /> Edges.Faster,Sheathing to Framing and Blocking with 0.131'0,2Y,"Nails as followsLU
<br /> @ 24"cit, 10 - n
<br /> Framing,Edges 4 I '0:.oc
<br /> `III p Framing,Field 2 C
<br /> HHUS5.50/1 0 HHUS5.50/10 I W Boundaries,Blocking,Struts 4"oc
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<br /> GLS PER SO4 W See Drawing,for other Sheathing Nailing requirements.
<br /> LB PLR SO4
<br /> 4, Roof Framing shall be as-ndtcated on plan.Raise,to General$11urtul.1 Not..
<br /> 5. To.—marked Sma shall be designed to accommodate the no,—d loads and conmit.... LIJ
<br /> WZ ix ALL FRAMING OR HARDWARE ALL FRAMING OR G. 0,srfraMT,nq Members shall be 2x4 0 24'--posted down to man framing below 1 2x4 @ 4y'-, laggisred,or—ndicated by the Uj NOT SHOWN OR SPECIFIED 0 HARDWARE Truss a
<br /> TOREMAINUNCHANGED NOT SHOWN R SPECIFIED Manufacturer 0 >
<br /> TO REMAIN UNCHANGED Prolide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In.—Wanle with No.1 W
<br /> 0 CL ILL
<br /> B. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Tnua ends,typ
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<br /> IIIWALL FRAMING PLAN NOTES:
<br /> F-P
<br /> 9. E.tis,mr Walls shall be Shear Wall type P1-6 with 2x6 Studs@ 1111
<br /> 4 1U Im.",Walls shall be 2,4 Studs @ 16"oc,u.,.r.
<br /> 0
<br /> Where adj—nt Shear Walls ar—contact,nail Studs together Per 31SO6.Sea IIS06 for special stud hicKaternam.at Shear Wall z
<br /> type'Pl-r PI-2,and P2-2
<br /> 10, Head.,,shall W 4.6 u o n Sea Derall 13fSO6 W 0LL
<br /> ——————-——-
<br /> 11. g,,,t-.p Stud G--P Wails suptocuung Beams,
<br /> Posts of Girder Trusses above shall be(2)Studs u.o.n See General SuuroI
<br /> Notes for fastening requirements. a-
<br /> 5 LL
<br /> 12, Sea 1 0/S06 for Simpson to USP hard..re conversion table.
<br /> OPTION EXTENDED GARAGE OPTION ELEV.'B' LEGEND
<br /> �& DETAIL CALL-OUT
<br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SOB
<br /> BEARING OR SHEAR WALL BELOW to
<br /> BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> W
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HOR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 6 16 SO4.1 B
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