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Val6e, Keynote Text
50 (2) 2x Blocking between trusses
51 Trusses tight to treated plate but not connected
52 Extend bolts 3" minimum above nuts
53 1-1 /2" Glen shrink grout @ plate
54 Grout cavity solid to cover column up to FFE
55 12"d column footing typ. w/ (3) #5 x Z-O" bars each way @ 3" min.
above bottom of footing
"56 4CM U wall w verl
rtical bars@2 4C.C.
57 2x8 Framing @ 24" O.C.
58 2x4 (min.) blocking under each rafter, typ.
59 Truss top chord beyond
60 Truss top chord
61 (2) 16d nails @ 12" O.C. typ @ splice
- - ---------
62 Omit resinous wall base caving at all locations where kennel partitions
abut walls; material to turn up wall surface at -90 deg angle at these
locations to allow for kennel fencing flanges to be installed flush to
wall.
63 Resinous flooring and wall base to be installed at all exterior kennel
runs, sim. to interior runs, typ.
64 Seal all kennel partitions to floors and walls, continuously watertight,
typ.
- ------- - --
65 3" Thick Perimeter slab/foundation insulation board (1 -1 5), 2'-0"
eadirection, typ.
a
w
0 typ. @ column
1/4 j
FO FO
2'- 6"
5 m Typ. Base Plate Detail @ Entry Columns
11T= V.0"
Sallillyport BeaTi_pg. A
Lower Truss Bearing
i b, - -1 1 /2,,
To of Slat)
o, n,, 70
J,
t.
rr
0-1cill, IF
Top of Footing A-,
-11 - 4"
\,AV
Wall Section @Crematory Porch
3W1=11-011
EIFS 001,(�R
EIFS C01
Simpson CCQ 46SDS2.5
Column Cap,/Beam Bracket
9 Ail Fos!;S
Simpson CBSQ Post Base
Embedded in Pedestal @
All Posts
9e1
01
#4 Vert. at
E. Corner
#3 Tie @
8" oc.
co
344 @ 2' Ea. Way
t —.7
3" Clear to Footing
Edges
90
Bend
MM
6 x 6 Post above w/
Simpson CB Post
Line of Post
Embedded in Pedestal
Footing
Below
Air Entrained
Conc. Pedestal
90,
Bend
135'
Bend
C�
#3 Tie @
8#1 oc.
—7
j
#4 Vert. at
E. Comer
1 1/2"To Closed Tie
Edge of
Conc.Walk
Line of Post
Footing
8 "
112
U
Fasteh-1:6 Cof.
Below
O'SS screws
06
A421'
co
F
Conc. Post
Base Below
oe
0
L
Section @ Pedestal & Footing Section @ Pedestal bection @ Column
Typical Column Details
1 1/2" = 14" Note: Detail similar (omit column foundations, replace
with turn -down slab at column locations) typ. @ (8)
non -load -bearing columns at east (front) porches,
Truss Bearing_
101-1 141
4 -r. .
lyp. Shear Bracing @non -lead -hearing CMI
1 112" = V-0`
4
J
',,VVVI 4 A 0
11111111-FE
Lower Truss Bearing
10 1 1 2"
Note: Poly Vapor Barrier to be
Black - Fasten to Bottom of Trusses
to Create Unbroken Barrier
To of olf-Slab
01-014 5lili
_77
1124
27 L6y-
To of Footing
-1F - 411
ff 0 NOTE. Refer to Sheet A100 for siab sloping and soot elevations
Mil Section (@ Kennels
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PROJECT PHASE:
Permit
Drawinels
Y
PROJECT #:
DATE:
Ned for - C 1 1222.
09' orlE
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