General Notes
NOTES:
1. SEE SHEETS S-001 FOR GENERAL NOTES TYPICAL DETAILS.
2. DIMENSIONS SHOWN FOR REFERENCE ONLY. VERIFY IN FIELD.
3. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY SHORING AND SUPPORT.
4. THE FOLLOWING NOTATIONS AND LINEWORK REPRESENT:
1
2
11' - 9 3/4"
3
3' - 8 1/2"
4
5
8' - 1 3/8"
6
7
15' - 0"
8' - 6 3/4"
BOTTOM OF COLUMN/ SISTER STUDS
A
6' - 5 5/8"
TOP OF COLUMN/ SISTER STUDS
EXISTING STRUCTURE
NEW STRUCTURE
2*6 @
24in OC
B
C
8' - 5 3/8"
1' - 11 7/8"
INDICATES LOAD BEARING/SHEAR WALLS
USE PLYWOOD SHEATHING 15/32" THK W/8d COMMON NAIL AT
6" EDGE AND 12" FIELD SPACING W/MIN 1-1/4" PENETRATION INTO
FRAMING AND BLOCKING
INDICATES MSTA 18 STRAP/TIE LOCATION
2*10 @ 24in OC
7' - 1 3/4"
D
2*6 @ 24in OC
2*6 @ 24in OC
2*6 @ 24in OC
4' - 9 5/8"
E
2*6 @ 24in OC
2*6 @
24in OC
2*6 @ 24in OC
G
2*6 @
24in OC
2*6 @ 24in OC
2*6 @ 24in OC
2*6 @ 24in OC
2*6 @
24in OC
2*10 @
24in OC
Seal
6' - 5 1/8"
2*6 @
24in OC
4' - 3 3/8"
F
2*10 @ 24in OC
H
Revisions
No.
Description
Date
© 2011 Bohlin Cywinski Jackson
Owner
Project Name
Enter address here
Project Status
SECOND FLOOR
FRAMING PLAN
Scale
1/4" = 1'-0"
Issue Date
Date
12/3/2021 1:24:39 PM
BCJ Project Number
1
Second Floor Framing Plan
1/4" = 1'-0"
S1.03
Project Number