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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1 Floor Sheathing shall be 1/1"mia T&G(iS5mT_§pn_RiT1lng_481f4l-WFITIongdt—mi—on perpendicular to supports.O�Rheatlillng
<br /> to at Framing Members and Blocking below with adhesive canlorming to A.P.A.Sipecification AFG-01.Fasten Sheathing to F-
<br /> Framing with 0.131"0,2Y2*Nails or Simpson WSV#9x2v,'screws as foil," _7
<br /> Framing,Edges ;6-CE '00 (D
<br /> framing Fieltl
<br /> "oc q61.c
<br /> 1 ro 11 At--ndc.td..Blocked(A.,hagm,provide 2,Flat Blocking(pa,General Structural Notes)at all Unframed Sh,,Vi,,g Panel
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<br /> Edge,.Fasten Sheathing to Framing and Block g with 0.,3,'0 2�_,bale or Sampson WSV M9h2Y," follow,
<br /> IFraming,Edges T_1"0.j (D
<br /> fjPTE <
<br /> -Pi6
<br /> WALL See Drawings for other Sheathing Nailing raci—ments. <
<br /> ; F WALL SHTG SHTG C C
<br /> NT THRU z
<br /> CC) CONT.THRU 2. Floor Framing shall be as indicated ,,plan.Rate,to General Structural Notes for the,requirement..
<br /> RNER CORNER
<br /> ROOF FRAMING PLAN NOTES, z
<br /> l2)c616t,3-6, (2)CS16x3'-O"- 3. R�.fShe.1h,ng shall b.V,6"thi�k(Panel Span Rating 24/16).Fasten Sheat5ii7g fF.Fr...ng-wat 0,131 follows, 0 0
<br /> BEAM T EA. BEAM To EA Framing,
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<br /> PLATE PLATE Framing,Field - F-
<br /> - Es L Edge 6 12' <
<br /> rl 2'� 1 LOW ROOF Pounded Blocking,Strut- R"r- >
<br /> SOB ,1 �4 111.SsE. At Unframed Panel Edge,provide PSCA Framing Clips centered between each Framing M—lean.See Drawings for other LLJ
<br /> ",�oB de Sheathing Nailing requirements.
<br /> @ 24"oc _j
<br /> At areas rd,al,d as Blocked Diaphragm,pa,ide 2,Flat 81.ckl g(per General Structural Notes)at all Unframed Sheathing Panel H
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<br /> "oI jEdge,.Fasten ShIlthrog to Framing and 81,ciding with 0.131"0.2X,"Ned,astall...
<br /> Framing,Edge
<br /> oVII Framing,Field _12470c
<br /> HHUS5.50/IG HHUS5 50110 z Boundaries,Blocking,Struts 4"oc
<br /> GLB PER SO4
<br /> See Drawings for other Sheathing Nailing requirements,
<br /> _ GLB PER SO4 in
<br /> i< < 4. Roof Framing shall be as indicated on plan.Refer to General SbucturaI Note,.
<br /> 5 Tr—es marked Strut shall be designed to accommodate the d—ted load,and connections. ILLI
<br /> R HARD-VAIRE-1
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<br /> FRAMING s Z[�:IF ALL FRAMING OR HARD 39 W
<br /> W o -ic�4 0 16 6, O.forr �g Mamas. halt be 2.4 @ 24".c posted down to main training below /2,4 @ 48",c,staggered,or as indicated by the LLJ
<br /> NOT SHO IN 2 SPECIFIED NOT SHOWN OR SPECIFIED Truss Menotiort.—
<br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED
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<br /> P o,ndle solid Flat Blocking at all Valleys,Fasten Sheatinnng to Blockingin accordance with Note 3.
<br /> _j LLJ
<br /> 6 P�d,H2SA Clip each side a,TLOK6 Screw each ply at 2-p]y or greater Girder Tmss ends.typ. 0 Li.
<br /> co III 6 0
<br /> WALL FRAMING PLAN NOTES:
<br /> 9. Interior
<br /> xterior Walls shati be Shear Wall type Pl-6 with 2x6 Studs @ 16'o.o,m U_ (D
<br /> mt, Walls shall be 2x4 Studs @ 16"oc,u.o.n.
<br /> [)� Z 0
<br /> W,... m Shear Wall...in contact,nail surds together per 3/SO6 Sea 1=6fii stud req,orennentsatShear,Wa
<br /> types P1 dj 3,P1-2 and P2.2. it z
<br /> I i �0. Headers shall be 4XB, o.n.See Derail 13/S06.
<br /> 11. Bonit-cip 6:.d Groups in Wait,support Beams,Posts or Gri-Trusses above shall be(2)Studs u.o.n.See General Structural U
<br /> Notes far saeming requirements. 0- M 0
<br /> 12. Sea 101506 for Simpson to USP hardware conversion table, D LL L/)
<br /> 3-CAR GARAGE OPTION-_ELE\'r.'A EXTENDED GARAGE OPTION ELEV.'A' LEGEND
<br /> DETAIL CALL-UT
<br /> —------ —---- - I-=PX SHEAR WALL BELOWPER SCHEDULE OF 1/806
<br /> ab
<br /> ab
<br /> BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE ou
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.ILD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1A,
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