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_ . 1/ rovide 2x6 (min) solid blocking z,x. 14-
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U-. R.L12`PED new header, typical.
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REVISED ROOF FRAMING PLAN:
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(Partial) 14's = (Log
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RENEWS 12-31-243/5.
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g-BEAN SPAN SPAN = 8 .5 FT. NEW KITCHEN HEADER
BEAM CARRIES ROOF/SNOW LOAD
LOAD CASE 1 UNIFORM LOAD ON FULL SPAN
LOAD = 580 PLF.
LOAD CASE: 1 (et° F.CC k(—72.7111
GLULAM BEAM USED:
FB= 2900 PSI,
FV= 290 PSI.
PC PERP = 550 PSI.
E= 2000000 PSI .
MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS:
V = 2054 M = 5238 D = 34 /Ix
REACTION (LEFT) = 2465 LBS. BEARING AREA REQ'D = 3 . 792308 IN2 .
REACTION (RIGHT) = 2465 LBS. BEARING AREA REQ'D = 3 . 792308 IN2 .
SX = 18 . 84738 IN3 .
AV (MIN) = 9 .238381 IN2 .
MINIMUM BEAN BEAM SIZE = 3 . 5 X 7 .25 rqP-4 ite kv\.
MAX: DEFLECTION .305899 INCHES = L/ 333 .4434Ce'
A(PROVIDED) = 25 .375 IN2.
SX (PROVIDED) = 30 . 66146 N3 . D.F. = 1. 057587
IX(PROVIDED) = 111. 1478 IN
ERG LENGTH REQD (LEFT) = ,a, 08357 IN.
ERG LENGTH REQD (RIGHT) = . 083'517 IN.
fb = 2050 psi.
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FOOTING SCHEDULE: Capacities bas d on 1500 psf
0 24" square x 10" thick 6000 lbs.
with (2) #4 each way at 3" clear of bottom.
Materials: Concrete 3000 psi at 28 da s*
Slump (ftg) 3" to "
Portland Cement C-150
5-1/2 sacks per c bic yard
Aggregates per -33
3/4" maximum ag regate size
Water per 0-94 1
Concrete Tempe oture 50-90 F
Air Entrained 5-7
Note: The concrete supplier shall assume ull responsibility for the mix design
and the overall performance of the concrete,
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Rebar ASTM A615 Grade 40 1
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Note: Foundation design was performed lasing f'c = 2500 psi.
No "special inspection" is required.
Note: Provide solid blocking I post from floor sheathing to center of footing
below.
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Existing 2x6 rafters at 24" o/c
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2x4 top-of-beam braces at 24" oft Existing 2x4 "posts" at 48" oft.
(2) 16d corn nails into each brace (Provide temporary shoring)
(2) 16d com nails into beam.
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Existing 2x6 diagonals at 6 ft o/c
� rI Install new ones at 24" o/c in
, zone of new beam. ($.5.)
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I Existing 2x6 ceiling joists at 24" o/c
(field verify)
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'-,._Frovide solid blocking each end to wall
Studs, below.
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New Ceiling Beam (3-1/2" x 7-114" (9-1/4"okay) Parallam) �a ' 1�:
Simpson "7512" twisted straps eachceiling ( -'''
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(Alternate sides-of-joists, as shown) ' ' , ''
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