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r•SANFORD,.GRI' P-LtTE6. shall be 20 gage .0359
Etectro Galy, Stetf` Oerforatid with 1/4" depth
Triangular teeth. to form the gripping surface
L U M B g "a11 be /1 Fir or Yellow Pi,ne...
• Allowable Unit Streess.of:
c - 1100 p.s.i. 'co mpression parallel to grain
itt p l s:. i. extreme fiber in bending
e,- 1 4Q0 p.s.i ModVIU$ of Elasticity
Nt1"E� �a x4' Fir - allowable unit stress,
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SSO p.i.I .' extreme ftber.16 bending.
S GRI P- 1.ATE5
Install Sanford Gri -P-Cates on each side of TRUSS face
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21 Sanford Gri' -P -Laces
13 Stronghold. Nails
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fn`stail 1 x *continuous,
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NOTE; Camber Bottom Chord 1:1/4" @ center
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unit stress increase
for short, time Loading.
3 x 12 Sanford GriPP -.at
8 Stronghold' Neils, '
1-5/8 X 3- I/ 4Sonford Gri- P- Lcites
2 Stronghold Nails
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Live load on Roof 30i sq. ft.
Dead Load on Ceiling 10-r sq, ft.
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nford Gr;' P - -LatPs
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NOTE; Camber Bottom Chord 1 ?1/4 " center
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-VOTE:, , I Sanford C,�ri -P -fates oR each side of TRUSS
.t ;SANFORD...GR1 P`L`ATE6 shall be 20 gage .6359
Electro Galv, St*iiifj erforatet r with 1/4" depth
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V6150 p.s.t.' extreme fiber. #r1 bending.
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2 Stronghold Nails
NOTE: 33 --1/3% allowable
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