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<br /> FLOOR FRAMING PLAN NOTES: f_supports. -s SOS alo;�ialhu:q
<br /> 1� FlocrSheathing hall his Y.thick TSG(Panel Span Ran,,contmi 11 APA.Spec,ficauln AFG-01.F—Shalth1goo
<br /> to all Framing Members and Blocking below ,I I one$,, strews as follows
<br /> 11 r I ,—CWALL
<br /> HTG Framing war,0,131"0,ZK"Nail,or Simpson WSV#9w2 LL
<br /> tBlacking'.;in U_
<br /> 6`-c
<br /> ONT S Framing,Edges
<br /> .,T"2'
<br /> . !d
<br /> At areas,,d,r,,td as looked Diaphragm,provide 2x Fiat Blocking(per General Structural Not,,)at all Un-na,Sheath in Panel
<br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0,ZY2"Nail,or Sardipsoh Wi#9x2Y2"screws as follows0
<br /> Franning,Edge* 4 00 <
<br /> (2)CS16X3'-0`
<br /> BEAM TO EA. Idoun arnes,Blocking,Strut
<br /> PLATE 5ffrnt
<br /> III See Drawings for other.1mannhing hienlin,recidirem.n..
<br /> 16
<br /> 2. FI—Framing shall beas,ndicatedoo plan.Refer loG,ilefal3trUCIU(OINO[eSfOrOMefreqLllfelflenlG.
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<br /> ,I j ROOF FRAMING PLAN NOTES: () 1
<br /> 0
<br /> 3. Roof Sheathing sliall be Yfi`thick(Panel SpWilitnn-4 Sheathing to to Fl.arang—.05—13-1"6727"Nads n-6116,wa—
<br /> Eidi".`mm z <
<br /> ALL FRAMING OR HARDWARE rF:r.2129,F B�d 19RE
<br /> 8 *7 >
<br /> o. ECIFIE. do z
<br /> NOT SHOWN OR SPECIFIED
<br /> am At Unframed Panel Edgee,phovide PSCA Frashind ClipsW..,,e,n a%NGED
<br /> Sheathing Nailinged--mbi.
<br /> ach Framing Member.Sea Dr,,i,.V to,otl,,, Uj
<br /> Lu Ataniissund—ted as Blocked Diaphragm,po,,de 2,Fiat Blochihg(per General 91nuctual Noles)at all 0ifioffield Sheathing Pallet
<br /> ER S64 Edges.Fasten Sheathing to Planning and Blocking with 0.131'0,Zv,"Nels as follows
<br /> do HHUS&50110 IF-Framl.
<br /> LOW ROI�, �1 -—6LITP
<br /> < TRUSSES �Iieid --41dges 4"00
<br /> Ali I II (D 24"o. 2"o.
<br /> l8ounclaries,Blocking,Struts 1 4"oc
<br /> s—rh,ga far other Sheathing Nadingheriumements.
<br /> 4, Roof Framing shall p.as nd-so on plan.Refer to General Structural Notes,
<br /> 12- 5. T,...a marked Strut shall bei designed to accurn-did.11i,,l.d dads and-n-Inine. W
<br /> 6. Owhframnig Members shall be 2x4(g 24".c(,..led down to framing be]-.1 2x4 Q 48".. si l.gg.ns,1 or scd-ad by the
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<br /> Truss Manufacturer.Manufacturer.
<br /> Provltle solid In Sheath ng 1161-1 n9 i accordlInc,will Not*I-
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<br /> 4.10 S PI-di,H25A Clip each aid.or TLOK6 Screw each ply-1'-Ply.,greater Girder Truss ends.typ, O 0
<br /> PI-6 ith-2-411-,
<br /> WALL FRAMING PLAN NOTES:
<br /> at Wall I dis-5-Woc i a_n (D
<br /> be 2k4 type
<br /> C)
<br /> Intel..,Wells shelf Studs @'B'u h Z
<br /> Where atllace h Shear Walls are-n wnlacl na studs rogetiw u r i/506.See VS06 Shear Wall
<br /> E,dem.r Wells he I be Sh
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<br /> types Pl-3 P1-2.and P2-2, z
<br /> 611 Uj 0
<br /> 09 a 10 Headers shall be 4,6,u oh,See Detail 13/SG6, <
<br /> Gi-kRAGI )l-, 3
<br /> 11, scut up51od Groups in Wails Huppoqill9 Beams Posts or Gim.,T......aloove shall be 121 SLus Se,Gone,at stlioCt,ral
<br /> -CAR GARAGE OPTION ELEV.'A' Notes
<br /> for fastening requirements.
<br /> 12, Sea 1 OIS06 fur Simpson,to USP hardware conversion Isel,id LL
<br /> LEGEND
<br /> .—L CALL.UT
<br /> SHEAR WALL BELOW PER SCHE1,01-11 OF I IS06
<br /> BEARING OR SHEAR WALL BELOW
<br /> ac
<br /> L I BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/SOTI GM OF FRAMING)
<br /> do
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST A90VL
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 6 16 SO4.1 A(M)
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