HomeMy WebLinkAboutEngineer's Report13088
Aspen Equestrian Center Addition
2014-01-24
TJW
SEE DETAIL 2/50.1 FOR
REINFORGIN6 AT STEPS
IN FOUNDATION WALL
_i 11-111=111=
=111=11 I-11 I -
TYPICAL FOOTING STEP
3/4"=1'-0
T.D. FOOTIN6A
SEE PLAN
T.O. FOOTIN6411
SEE PLAN q
=III -1111
11I-1_If-111=111
:III:
G
13088
Aspen Equestrian Center Addition
2014-01-24 "'-
TJW Aa00 E&t.T...
a
.4
•
v
A
3/4"=1'-0
Q
8"
1'-4"
STONE VENEER
SEE ARCH. DWGS
EXTERIOR WALL CONSTRUCTION
SEE PLAN
I/2"41 ANCHOR BOLTS
32"oc
I/2" CONT. I50. JOINT MATERIAL
INTERIOR SLAB CONSTRUCTION
SEE PLAN
T.O. WALL
OLE PLAN
2 TO SL
'' 4 46 SEE PLAN
TYPICAL ALL SECTIONS:
AT CONTRACTOR'S OPTION, DOWELS MAY BE PET -SET
IN FOOTING; CONTRACTOR SHALL TAKE CARE TO
WORK DOWELS INTO CONCRETE TO ACHIEVE PROPER
CONCRETE BONDING, AVOID VOIDS, AND GET
ACCURATE PLACEMENT; VIBRATE IF REQUIRED.
(2) #5 CONT. TO
T.O. FOOTING
SEE PLAN
#4x2-4"VxS"H DOWELS
48"oc