|
La
<br /> U,
<br /> o
<br /> al
<br /> T.
<br /> &
<br /> FLOOR FRAMING PLAN NOTES
<br /> 1 Fill N shelf be f4j 4W with long dimension perpendicular l supports Sheathin
<br /> g
<br /> to allSheathings
<br /> Members and Blocking hot— conforming adhesive g I.R&Sfp..ificah-AFG-01.FeeSheathFraming .Sheathing 1.
<br /> 13 i�'o.2y"
<br /> Framing with G Nails or Bill...WSV#9.2.Y*'screws as follows
<br /> Framing,Edge 6"oc
<br /> Framing,Held 10"oc (D
<br /> Boundaries,
<br /> lricia as Blocking,Stmts 13"- 1 1 cc
<br /> —
<br /> 9 At....indicated as Blocked D,.phgrn,provide,�Flat Blocking kp,,General So-twel Notes)at all Untanned Sh,,Ih,ng Panel
<br /> Edge,.Fast-Sheathing to Framing and Block i,g.ift,0131"O x ZY — —2'Nail Senp WSV 99.2,Y," ews as follows
<br /> 17 1Framing,Edges 1 4'ml
<br /> AE <
<br /> Sea Dra—gs to,other Shead-nng Nalling reqnin—rds. <
<br /> VALL SHTG WALL"HTG z
<br /> CONT.THRI,, i CONT.THRU 2 Floor Framing shall be as 1611sted on plan.Rate(to Gerard!Structural Notes for other requ—n-ts
<br /> CORNER CORNER
<br /> 0 z
<br /> I 1 - ROOF FRAMING PLAN NOTES:
<br /> (2)CS Ili,S-G t (2)CS 60'-0--- 3, Root Shea[hn hall be �o'Ihick(Parrel Span Rahn G161.Fasten healYi to Framin O
<br /> BEAM TO tn I I BEAM TO EA. I Framing,Edges
<br /> PLATE Feld eld 12 <
<br /> III 1, LOW ROOF113ounclares Blocking,Struts t"nr >62 TRUSSES Al
<br /> III Unframed Panel Edge,,pl111d9PSCA Framing Clips c—ea lo—ea,each Framing Memo,, Sea D—,,g,fur other Lu
<br /> .1 @ 24"- Sheathing Niglinged.in—shts —j
<br /> W III if �c 11 LLJ LOW , 0'W I
<br /> TRUSSES At a—ind—ted as Blodoed Diaphragm provide Z,Flat Bl-.ki,,d�ps,General Strod,,al Notes)at all Unk.—St—thlg P,-1
<br /> o- on Edge,,Fasten Sheathing to Fran-9 and Blocking with 0.131, N,ila,fdlow,.
<br /> @ 24`.,� n —-- --
<br /> X lFraming,Edges
<br /> ield
<br /> 5011 0110 z 1=6fishi";s Ell..Wj,Strul+. -
<br /> HHUS D- HHUS5.5
<br /> 1-i l,Drawings to, till,Sheathing Nailing requirennents.
<br /> GIL GLB PER S B PER SO4
<br /> 4. Rod Nsnn,ng lh.11 be as indicated on plan.Re.,to General S-d—I Notes.5, Tq,sses marked S—hall be designed w ac—n—daty,the Ind—d loads slid connections. ILL!
<br /> O� Z Of
<br /> ALL FRAMING OR H:�RDVVARc I16
<br /> ALL FRAMING OR HARDWARE 6� O-rfrann�W,b,,,shall be 2�4 @ 24'-posted down to.....fe-n,hot...1 2.,l @ td ---Od th,the
<br /> NOT SHOWN OR.SPCD NO Me W
<br /> TO REMAIN UNCHANGED T SHOWN OR SPECIFIED Truss
<br /> TO REMAIN UNCHANGED 0 >
<br /> III 11 III 7. 9,,,—ndan-wan Not. W
<br /> ILL.
<br /> 16 8. Provide H2 5A Clip each side or TLOK6 Screw each ply W2-Iny ,g—te,C.—Tross ends typ
<br /> 0
<br /> I, IWALL FRAMING PLAN NOTES-
<br /> 9. �Ian r Walls shall be Shear Wall type Pl{wdh 2x6 Shrds—�.—16-o—c, o—n — LL
<br /> Inter Walls shall bbe214 Studs @ 16"
<br /> Pi Z
<br /> Where adjacent Shear Walls are in—adt,nail Woos Wg,tl,,,per 31SO6,See 11SQfi for st,ci,ec-e—nis She.,Wall
<br /> 4 P1-3,P 1-2 and P2-2 z
<br /> 11 10, Head—shall bs 416,U.I.,S1,Derad 13IS06. LU o
<br /> ——————— S09 11. B'dt-up Stud Groups Wells s,,Pp.mng Bad—Posts or Circle,Trusses alb—shall be(2)Sind, Sea General Snullu,al 0
<br /> Note,for fastening requirements. Q— 0
<br /> 12 Sea 101SO6 to,Simpson W USP hard—,—i-table D LL CO
<br /> LEGEND
<br /> EXTENDED GARAGE OPTION ELEV.'B'
<br /> XX DETAIL CALL- UT
<br /> SXXSHEAR WALL BELOW PER SCHEDULE OF 1/S06
<br /> BEARING OR SHEAR WALL BELOW so
<br /> m
<br /> of
<br /> BEARING OR SHEAR WALL ABOVE ti
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 B0170M OF FRAMING)
<br /> <
<br /> POST BELOW
<br /> u
<br /> d,
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> FOR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 SO4.1 B
<br />
|