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<br /> 3.08.02 Continuous Footing -8"wall ' / ;LI% 4110V
<br /> Project Notes 8"x16"cont.concrete footing with(2) v) N
<br /> #4's cont.@ mid-slab under 8"stemcN
<br /> 3 Structure wall with#4's horiz.@ 16"o.c.and#4
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<br /> L's at 18"o.c.with P.T.base plate and STRUCTURAL PLAN LEGEND •�••�I N
<br /> 3.04.03 Deck Ledger Detail anchor bolt per shear wall schedule. y�
<br /> P.T.continuous ledger attached through Provide footing drain,typ. 0 fRo o f F r a m i 1 Id Cutaway o 2
<br /> HEADER fRoof Framing Cutaway
<br /> sheathing to existing rim joist with ..J 4 V
<br /> Simpson 114x3 SDS screws at 16"o.c- 3.08.03 Continuous Footing-6"wall STRUCTURAL MEMBER -•-•-•-•-•-•-•- - - i.•�
<br /> p8'x16"cont.concrete footing with(2) SCALE:1:164.14 SCALE:1:164.14
<br /> staggered. Joists to be attached with #4's cont. mid-slab under 6"stem ORIENTATION OF
<br /> face nailed hangers. @ STRUGTUR,4L PLAN NOTES: w
<br /> g wall with#4's horiz.@ 16"o.c.and#4 JOISTS SHADINGS
<br /> 3.05.01 Conc.slabs stem: L's at 18"o.c.with P.T.base plate and P.* i-4
<br /> INDICATES NANCsER
<br /> y I. ALL NEW WALLS TO BE FRAMED AS SHEAR WALL
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<br /> 4"concrete slab with#4's @ 24"o.c. anchor bolt per shear wall schedule. EXTENT OF FRAMING •• • TYPE P6 UNLESS NOTED OTHERWISE
<br /> each way at mid-slab on 6 mil black Provide footing drain,typ.
<br /> visqueen on 4"free draining gravel on
<br /> 3.12 Structural Headers PLACED ON T 2. SHEAR WALLS CALLOUTS REFER TO WALLS BELOW THE
<br /> firm native soil or compacted structural SHEAR WALL-LINE IS
<br /> SE SIDE
<br /> FLOOR LEVEL SHOWN
<br /> —
<br /> fill. Provide jack and king stud OF THE WALL TO P 1 3. ALL HEADERS TO BE t7)2x8's U.N.O.W/R-10 RIGID
<br /> RECEIVE PLYWOOD INSULATION AT EXTERIOR WALLS,U.N.O.
<br /> 3.12.01 (2)2x8 Header,Typ.,UNO
<br /> 3.06 Roof Systems Double 2x8's with 2"(R-10)rigid BEAM ABOVE E--•- - - - -•- oR 4. PROVIDE MIN.(2)2x BUNDLED STUDS UNDER SEAMS AND
<br /> insulation at exterior.Typical header GIRDER TRUSSES,TYPICAL U.N.O.
<br /> 3.06.04 Over-Framed Roof C1
<br /> 2x6's @ 24"o.c.with 7/16"OSB unless noted otherwise. NOLDDOWN OR STRAP 5. SEE STRUCTURAL NOTES FOR FURTHER SPECIFICATIONS Date Issued: Sheet Z
<br /> MST21
<br /> 01)
<br /> sheathing per structural notes. 3.12.03 Glulam Header-9" AT WALL BOTTOM OF THE f AND COMMON DETAILS. 00/00/410410
<br /> Number: "d
<br /> 2x8 nailer laid flat at all connections to 3-1/8x9 Glulam header with 2"(R-10) Si-{OWN A1.
<br /> PROVIDE SIMPSON H2.5 TIES AT EACH TRUSS END,TYP. G�
<br /> supporting roof. rigid insulation unless noted otherwise. Date Plotted:
<br /> See also structural calcs for sizing. A �10�
<br /> 3.08 Footings and posts 5/ /20 A
<br /> Continuous and pad footing specs.
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