HomeMy WebLinkAboutB18-0168_SL1_1530113033.pdf. ' t r u ( · r.11::,-n
(E)-18"0COLUMN ~ I
CUT WEATHERED END
OFFBOTIOM
(N)-STONE CAP
PER ARCH.
(N)-STONE VENEER
PER ARCH.
~I (N)-1 '-6 x 1 '-6 SQUARE9 CONC. PIER
M
4"
0 101
I
I
I
{E)-1'-6 x 1'-6 SQUARE----........ I
CONC. PIER ~
P.O. BOX 2494
AVON. CO 81620
PH 970.949.7100
FAX 970.949.3377
PROJECT HAUSER RESIDEN CE REMODEL
JOB NO. 0303-18
SHEET NO. SL 1 OF
CALCULATED BY JPL DATE 06-04-18
SCALE 3/4" = 1'-0
~
b
CAP ft 1/2" x 8" x 0'-8"
HSS6x6x1/4 J
BASE fl1/2" x 12" x '-0"
WI (4)-1/2" 0 x 10" AB.'s
ON 1" MIN. SHIM &
NON-SHRINK GROUT
#3TIES x TI 11"
TOP, BOT. 11"
& MID HT.
bP1 - -
DOWEL NEW PIER EXTENSION TO
EXISTING CONC. PIER W/ (4)-#5
VERT DWLS. FULL HT. EPOXIED
(SIMPSON SET XP OR EQ.)
INTO 3/4" 0 x 6" HOLES
i ~(E)CONC.STEPS
I
I
I
(E)-FOOTING ~ I I
~l_ _ _l l
L ___ J
(_--._
(1 \SCALE: 3/4" = 1'-0
~
06/27/18