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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1. FloVI—thing III I,'/." T$GTPanel-S—pan Rating 46124)with long dlmenslon perpendicuk�Io supports Glue Slieellting to
<br /> S,Frammij Members and Blocking below with adhesive.-forming 1.A.P.A.Specifi—ti-AFG-01.F—ri S.—him,h,Framing with 0.131"0 x ZV"Nails or Simpson WSV#9x2V2"screws as follows
<br /> �jIaylmg,Edge,
<br /> Framing,Field
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<br /> lBoundaries,blocking,Struts 'o. CE
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<br /> S09 At areas indicated as Blocked Diaphragm,pno,de 2x Flat Ill-king(per General Structural Notes)at all UnframedSheathing Panel LU
<br /> Eda. ges.Fasten Sheathing to Framing and Blocking with 0.131'0 x ZY2"Nails or Simpson WSV#9x2Y"Sol—as follows (D Fitanning,Edges 4"oc
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<br /> boundaries,Blocking,Stwts
<br /> WALL SH WALL SHTG $.a Drawings for the,Sheathing Nailing requirements
<br /> CONT.THRU CONT.THRU 2. Floor Flaming shall be as indicated on plan,Refer to General Structural Notes for other requirements,
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<br /> CORNER PI-6CORNER
<br /> ROOF FRAMING PLAN NOTES: z
<br /> (2)CS16x3'-0"- 1 Roof Sheathing shall be Y,,"thick(Panel Sp,n Rating 206).
<br /> BEAM T EA. BEAM TO EA. Framing,Edges 1 6"ocl
<br /> 0 Framing,
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<br /> PLATE PLATE Field
<br /> l_2 1 11 LOW ROOF Boundaries,Blocking,Struts LLJ
<br /> SOB TRUSSES At Unframed Panel Edges,provide PSCA Fneri Clips cant—d barween each Framing Member.S-Dawinlisf—ther
<br /> 24"op Sheammg Nailing requirements.
<br /> C"ad III y„_LUW RUOF III S At areas indicated as Blocked Diaphragm provide 2.Fiat Biv-r,g I,-General Structural Ntia l.1 all UnframePanelP..l UJ
<br /> p. TRUSSES &
<br /> 24"OC O Edge.,Fa Sheathing to Fr.ml.g arid Blocking with 0.131'0.2Y,.'NMI. follows.
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<br /> Framing Edges Edges
<br /> HHUS5.50i 10— HHUS5.50/10 z Boundaries,arles,blocking,Struts Lu
<br /> O—ungs for Sheathing Nailing requirements.
<br /> GLB PER SO4 GLB PER SO4 1 1. 5< 4. Roof Framing.],.It be sssrithosted on plan.Rater.General Su-nial Notes 16 5, T—s—r—ked Slat shall be designed to accommodate the indicated loads and connections. W
<br /> ALL FRAMING OR H„RDVVARE Z
<br /> NOT SHOWN OR SPECIFIED ALL FRAMING OR HARDWARE P ",�011 0 O,1rhb;1jm9 Members s1.11 be 1x4 0 2."b,posted down--in taming iialltv,w/2x4 @ 48"oc.staggered,or—nd—ted by the LIL!
<br /> NOT SHOWN
<br /> OR SPECIFIED Truss -f-aser,
<br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED 0 >
<br /> Provide Solid Fiat Blocking at.11 Valleys.Fast.,,Sheathing to 31-king In ..in Not.1 W
<br /> 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater cutler Truss ends,typ 0 CL - 1
<br /> WALL FRAMING PLAN NOTES:
<br /> §—Cxte—r��r—W—al—is—s—h&Tlte—Sh rW,type PI-6 with 2x6 Studs_@_1IeF`dcu. U_ (D
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<br /> e, adjacent Sea'I/SOB tot special slutl requirements at Shear Wall
<br /> lypesFl-3,PI-2,and P2�2 x z
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<br /> �1, Header,shall be 1,1,"b*n,Sea Cared 111111
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<br /> Built-up Stud Groups in Wall,supporting Beamus.Posts or Girder Trasses above Shall be(2)SludI uo,i.See General Structural C)
<br /> Notes for fastening requirements. 0
<br /> 12, See I O/SO6 for Simpson to USP hardware conversion table, U_
<br /> OPTION EXTENDED GARAGE OPTION
<br /> - ELEV.'B' LEGEND
<br /> 'j;X � DETAIL CALL-OUT
<br /> IFF1__)n SHEAR WALL BELOW PER SCHEDULE OF 1IS06
<br /> 00
<br /> 00
<br /> F_ BEARING OR SHEAR WALL BELOW W
<br /> BEARING OR SHEAR WALL ABOVE Wp
<br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 6 16 SO4.1 B:
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