HomeMy WebLinkAboutS100.23-PLY 11-7/8" LVL BEAM
3-PLY 11-7/8" LVL BEAM
SIMPSON STRONG-TIE CCT
CONNECTOR (OR EQUIV.)
TREATED 6X6 POST
3-PLY 11-7/8" LVL BEAM
3-PLY 11-7/8" LVL BEAM
SIMPSON STRONG-TIE CCT
CONNECTOR (OR EQUIV.)
TREATED 6X6 POST
TREATED 6X6 POST
SIMPSON STRONG-TIE AC6
CONNECTOR (OR EQUIV.)
NEW LVL BEAM
2X SYP RAFTER @ 16" O/C
(SEE PLANS FOR RAFTER
SIZE)
SIMPSON STRONG-TIE LTS
RAFTER STRAP (OR EQUIV.)
3-PLY 11-7/8" LVL BEAM
2X6 SUB-FASCIA
7/16" OSB ROOF DECKING
WITH H-CLIPS
2X SYP RAFTER @ 16" O/C
(SEE PLANS FOR RAFTER
SIZE)
SIMPSON STRONG-TIE LTUZ
RAFTER HANGER (OR EQUIV.)
2-PLY 11-7/8" LVL RIDGE BEAM
2X4 FRAMING FOR CEILING
7/16" OSB ROOF DECKING
WITH H-CLIPS
TREATED 6X6 POST
SIMPSON STRONG-TIE BC60
CONNECTOR (OR EQUIV.)
NEW LVL BEAM
PERMIT
#1
ISSUE DATE:
2018-12-31
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.
PEASLEY RESIDENCEPORCH ADDITION & OUTDOORLIVINGJOHN & BETH PEASLEY935 DOE RUN DRIVECARMEL, INDIANA 46032Approved By:
Date:
S502
Craig Dice
Designer
cdice@caseindy.com
David Null
Lead Designer
dnull@caseindy.com
232160199
JOB NUMBER:
FRAMING DETAILS
SCALE: 1" = 1'
#2 2019-01-31
TYPICAL POST TO
TWO BEAMS DETAIL AA
TYPICAL POST TO
TWO BEAMS DETAIL BB
TYPICAL BEAM
TO POST DETAIL CC
TYPICAL POST
TO BEAM DETAILDD
TYPICAL BEAM TO
RAFTER DETAILEE
TYPICAL BEAM TO
RAFTER DETAILFF
02/13/19
Mike Sheeks