HomeMy WebLinkAboutA100.516"Ø X 30"D CAST-IN-PLACE CONCRETE PIER
SIMPSON STRONG-TIE MPBZ (OR EQUIV.)
MOMENT POST BASE
EXISTING MULCH BED
1X4 ENGINEERED WOOD TRIM OVER 1X6
ENGINEERED WOOD TRIM, PAINTED
1X12 & 1X8 ENGINEERED WOOD TRIM
AROUND BEAM, PAINTED
1X4 ENGINEERED WOOD TRIM OVER 1X6
ENGINEERED WOOD TRIM, PAINTED
1X2 ENGINEERED WOOD TRIM, PAINTED
3/8" ENGINEERED WOOD SOFFIT, PAINTED
1X8 ENGINEERED WOOD FASCIA, PAINTED
2X6 SUBFASCIA
ALUMINUM GUTTER
ALUMINUM DRIP EDGE
2X6 RAFTERS @ 16" O/C
7/16" OSB ROOF DECKING
DIMENSIONAL SHINGLES TO MATCH
EXISTING
3-PLY 1-3/4"W X 11-7/8"H LVL BEAM
1X2 ENGINEERED WOOD CEILING
PERIMETER TRIM, PAINTED
1X6 T&G CARSIDING CEILING, PAINTED
SIMPSON STRONG-TIE LTS (OR EQUIV.)
RAFTER STRAP
SIMPSON STRONG-TIE PCZ (OR EQUIV.)
POST CAP
6X6 R/S CEDAR POST, PAINTED
0' 0"
TOP OF EXISTING SLAB
+ 9' 0"
TOP OF COLUMN
+ 9' 11-7/8"
TOP OF BEAM
12
6
- 2' 6"
BOTTOM OF PIER
PERMIT
#1
ISSUE DATE:
2019-07-31
REV:
www.caseindy.com
99 E. Carmel Drive, Suite 100
Carmel, Indiana 46032
317.846.2600 317.846.2601(f)
These drawings have been prepared
by Case Design & Remodeling solely
for its use and should not be
reproduced or relied upon by any
other parties. Dimensions shown or
scaled are subject to change per
actual job condition and must be
verified. Materials are to be supplied
as specified as equal or standard
when not uniquely specified. Installed
materials may vary in appearance
from drawings. Reference
manufacturer's product data for actual
appearance and specifications.
CRAIG RESIDENCENEW PATIO COVERNAMES NATALIE CRAIG4231 LISTON DRIVECARMEL, INDIANA 46074Approved By:
Date:
A601
Craig Dice
Designer
cdice@caseindy.com
Dave Null
Lead Designer
dnull@caseindy.com
242160116
JOB NUMBER:
WALL SECTION
SCALE: 1/2" = 1'
#2 2019-08-05
08/14/19
Mike Sheeks