HomeMy WebLinkAboutS101+/- 15'-2 5/8" FACE OF EXISTING WALL TO CL OF POST+/- 17'-9" CL OF COLUMN TO CL OF COLUMN
2-PLY 1-3/4"W X 11-7/8" LVL RIDGE BEAM
2X8 SPF RAFTER @ 24" O/C (TYP. ALL RAFTERS). NEW
RAFTERS TO BEAR FROM RIDGE BEAM TO LVL BEAMS BELOW
2X6 SUB-FASCIA BOARD (TYP. AL NEW EAVES & RAKES)
3-PLY 1-3/4"W X 11-7/8" LVL BEAM
3-PLY 1-3/4"W X 11-7/8" LVL BEAM
TREATED 6X6 COLUMN
6X6 CEDAR POST BETWEEN TOP OF BEAM AND
BOTTOM OF RIDGE BEAM
6X6 POST BETWEEN TOP OF EXISTING WALL TOP
PLATE AND BOTTOM OF RIDGE BEAM
CL OF POST TO LINE UP
WITH CENTER OF
EXISTING BEAM IN
EXISTING WALL BELOW
CL OF POST TO LINE UP WITH CENTER OF EXISTING
BEAM IN EXISTING WALL BELOW
EXISTING 2X6 FRAMED EXTERIOR WALL
2X6 SPF OVERBUILD ROOF FRAMING @ 24" O/C AS
NECESSARY. OVERBUILD FRAMING TO BEAR ON
EXISTING ROOF FRAMING & DECKING
B
S501
B
S501
A
S501
A
S501
D
S501
D
S501
C
S501
C
S501
E
S501
E
S501
F
S501
F
S501
G
S501
G
S501
A
S501
A
S501
C
S501
C
S501
A
S502
A
S502
B
S502
B
S502
N
#1
ISSUE DATE:
2018-10-05
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 standardwhen not uniquely specified. Installed
materials may vary in appearance
from drawings. Reference
manufacturer's product data for actual
appearance and specifications.
McROBERTS RESIDENCEOUTDOOR LIVING RENOVATION
JOSH McROBERTS
1815 E. 109TH STINDIANAPOLIS, INDIANA 46280Approved By:
Date:
S101
FINAL
Craig Dice
Designer
cdice@caseindy.com
Dave Null
Lead Designer
dnull@caseindy.com
232160133
JOB NUMBER:
ROOF FRAMING PLAN
SCALE: 1/4" = 1'
#2 2018-10-09
10/19/18
David Rutti