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<br /> FLOOR FRAMING PLAN NOTES.
<br /> -09) Sol) Ih long dimension peq*ndicula,t M:h.11 b,Is"thick Ta.Gbelow
<br /> to(Panel 5""kabrig iCat;)von, rue Sheathing
<br /> to all Framing Members and Blocking aw with adhesive conform to APA*8pecificaf.,AFG-01.Fasten Sheen to ----
<br /> Pf--6 —WALLz�Hlu Framing with 0131"0,2Y,"Nails of Simpson WSV#9.2y",scraws..follow..
<br /> WALL SHTG Framing,Edges Wocl
<br /> CONT.-1,RU CONT.THRU ILLI
<br /> CORNER CORNER Ld�uhdahea.Blocking,.Struts -lfibc
<br /> LL -j
<br /> At areas-l—u Bl k.d Dlci,h-ghl provide 2.Flat Blocking(per General Structural Notes)at all Untramed Sheathing Panel LU
<br /> Edges,Fat-Shcou 9 to F,amog a,,d Blocking with 0.131-0 x 2Y,"Nails or SimpsonWSV a.1.11-a z 0
<br /> F -ratning Cgii,—S 4"0C
<br /> (2),;816,3 D EAMi Fla 12�
<br /> BEAM TO EA TO EA. �Boundaries.Blocking,struts <
<br /> PLATE PLATE see Drawing,to,.,he,Sheathing N.illhgia F,
<br /> �16 I I-Pl-4- 16 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. z
<br /> LOW ROOF ROOF FRAMING PLAN NOTES: z
<br /> TRUSSES 0 0
<br /> 3. Roof Sheathing shall be Ys"thick Parell panRating 24116.. asuen Sheathing to Framing with 0,131"0 x Zf2'Nails as follows:
<br /> @ 24"oc Flr:�',�.��Edps- - z
<br /> Framing,
<br /> '."
<br /> 1P g'F,.Ia >
<br /> 6 1 ALL FRAMING... RDW�kft <
<br /> ALL FRAMING OR HARDWARE �jrarhn
<br /> EDIFIED
<br /> EMAiN i fllli, th REMAIN UNCHANGED At 11.1armad Panel Edges,provide PSCA Framing Clips centered ret—each Flaming Member.See Drawings for u- Ul
<br /> on So -ri , z
<br /> ou 0 SHOWN Qll ECIFIED Wo NTO.T SHOWN OR Boundaries,[�T-T�S' cl
<br /> X Sheathing Nailing requirements.
<br /> Uj LLJ
<br /> z z Al areas-Wicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unt......d Sheathing Panel
<br /> Uu GL8-PE-R Sj� bU 61-19-PER S6-4 Edge,.Fasten Sheathing to Framing and Blocking with 0.131"0,ZY2'Nails as follows:
<br /> LOW ROOF
<br /> HHUS5.60/10 .1 t\--- Framing,Edge
<br /> I HHUS5.50110 min 4"ocl
<br /> < < TRUSSES JF,11a'!9 Fields
<br /> (D @ 24"oc Boundaries,Blocking,Struts 4"oc
<br /> Sea Drawings for other Sheathing Nailing requirements.
<br /> 4. Roof Framing shall be as indicated on plan.Rate,to,General Structural lural Notes,
<br /> (2)C.
<br /> IF
<br /> 5. Trusses marked Strut shall be designed to accommodate the Indicated load$and connections. W W Z W
<br /> 6. 0—framing Whinbans shall be 2.4 9 24"..Posted down to main inviting be[..w)2.4 @ 48".c,staggered,or as indicated by the W
<br /> Th.-Me nulOolurer. 0 >
<br /> 7. Provide said Flat Blocking at all Valley,.Fast,,Sheathing to Blocking accordance with Note 3.
<br /> 0 ILL
<br /> 8. Pi H2SA Clip each side or TLOK6 5—each ply at 2-piy or greater Girder Trussends,typ. 0
<br /> WALL FRAMING PLAN NOTES:
<br /> 9.-Extenor lisshall be hear
<br /> We'"' Pl'�avnh 24 Studs @ 16.c,....n. LL 0
<br /> Interior Walls shelf be 2x4 Sbi @ 16"0c .
<br /> - Where adlacent Shear Walk are m coMacl nail 5tutl6logaltnr per 3IS06.Sea IIS06 forspen,al st,d requirements at Shear Wall z
<br /> types PI-3 P1-2,and P2-2. Uj 0
<br /> 10. Headers shall be 4,,5,b.o.r,Sea Debut 13/SO6. a-
<br /> 11. 8 ill-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2f Studs,b.o.h.Sea General StructuralC)
<br /> EXT O ENDED GARAGEPTIN IG 3-CAR GARAGE OPTION ELEV.'A' N=for fastening requirements.
<br /> 12. See 101506 for Simpson to'i hamess,conversion table. LL
<br /> LEGEND
<br /> I)i CALL OUT
<br /> F-PT--X,l SHEAR WALL BELOW PER SCHEDULE OF 1/806
<br /> BEARING OR SHEAR WALL BELOW
<br /> t:
<br /> E I BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED BOTTOM FLUSH W1 BOTTOM OF FRAMINGI
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<br /> POST BELOW to
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE io
<br /> 0 1 2 4 8 16 SO4.1 A(M)
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