HomeMy WebLinkAbout5349 4 StTRL
RI
EXISTING C
KIND TO N
EXISTING
TRUSSES/JOI
R
SECTION
S101 REF: S101 SCALE: 3/4" = V-0"
2 SECTION
S101 REF: S10'1 SCALE: 3/4" = V-0"
'OOD BEAM, SEE PLAN
DNNECTOR, SEE PLAN
..00D COL., SEE PLAN
KISTING WOOD
BUSSES/JOISTS TO
EMAIN. REPLACE
KISTING CONNECTIONS IN
ND TO NEW WOOD BEAM
OOD BEAM, SEE PLAN
DNNECTOR, SEE PLAN
..00D BEAM, SEE PLAN
r — — — -E.
2-2x4 (PLANK)
II
{I (
1 I
I I
2-2x4 PLANK)
I SEE TYPICAL —
I I DETAIL ON SHEET
I I S001 FOR FRAMING
AT NEW OPENING
II
I I
II
II
II
EXISTING WOOD _
JOISTSAT 30'. O.C.
II
II
VERIFY EXISTING
CONC. PIER BELOW,;
NOTIFY FOR IF
OTHERWISE
g
a
.r
v
x
N
II
II
II
II
II
IILn
II
VERIFY EXISTING CONC.
PIER BELOW, NOTIFY FOR
IF OTHERWISE
LGT3-SDS2.5
CONNECTOR AT
BEAM TO BEAM
3-2X12
sse..o.�
N
K
N
M
36-0"
33'-0"
PROVIDE 3-2X4 STUD STACK
WITH (2) LC4 SIMPSON
CONNECTORS AT BEAM AND
ACU44Z AT BASE
SEE TYPICAL
DETAIL ON SHEET
S001 FOR STUD
FRAMING INF►LL
DETAIL
PROVIDE 3-2X4
STUD STACK WITH
(2) LC4 SIMPSON
CONNECTORS AT
BEAM AND ACU44Z
AT BASE
g
J
u�
X
n W
N 0
1
EXISTING WOOD _
TRUSSES AT 30" O.C.
II
2-2x4 (PLANK)
I---- I-- — ---
14'-0"
P'I
_ EXISTING WOOD_
TRUSSES AT 32" O.C.
2-2x6
5
\— VERIFY EXISTING
IL
CONC. PIER BELOW,
N
NOTIFY FOR IF
N
OTHERWISE
II
2-2x4 (PLANK) I I
ROOF FRAMING PLAN
SCALE: 3/8" = V-0"
ROOF FRAMING PLAN NOTES:
WOOD COLUMN SCHEDULE
MARK
SIZE
GRADE
BASE
CAP
REMARK
8
PT4x4
S.Y.P.
ABA444Z
CCQ4.62-3.62SDS
-
NOTES:
1. AT ABU44Z, USE 5/8" DIA. EPDXY ANCHORS W/ 6" MIN. EMBED,
X
N.
N
0
N
----- ------
-------- --- 2-2x4 (PLANK) I
II
I I
1. GC VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD. SEE BUILDING SHEETS FOR ADDITIONAL
INFORMATION.
2. ELEVATIONS SHOWN ARE RELATIVE TO THE FIRST FLOOR SURFACE SETAT U-0" (REF.)
3. �� INDICATES 2x4 WOOD STUD INFILL BELOW. PROVIDE #" APA RATED EXTERIOR WALL
SHEATHING WITH 8D NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES & 12" O.C. IN FIELD.
4. EM INDICATES AN EXISTING 2x4 LOAD BEARING WOOD STUD WALL BELOW TO BE REPLACED IN
KIND WITH DOUBLE TOP PLATE AND STUDS AT 16" O.C. MAX. PROVIDE J" GYP. SHEATHING EACH
SIDE.
5. ALL WOOD JOISTS, WOOD TRUSSES AND ROOF SHEATHING TO REMAIN..
6. AT EXISTING WOOD ROOF TRUSSES, PROVIDE PERMANENT & CONTINUOUS BOTTOM CHORD
BLOCKING AT 36" O.C. MAX. WITH (2) 10d TOE NAILS AT EACH END,
7. SEE SHEET S001 FOR WOOD FASTENING SCHEDULE.
2-0"
�I
II
II
II
II
II
II
II
II
II
II
II
II
II
-J I
— J
2'-0"
J
0
N
0
OO
0
N
COLUMN SYMBOLS
0 INDICATES COLUMN BEI-0W
0 INDICATES COLUMN THRU
0 INDICATES COLUMN APOVE
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:.
21-004
c
w
U
W
11J
0
V N
�t
LO
2 IllM
WIll
�LJL
Oda
W
W
Z
2/28/2023
ENGINEEROF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
ROOF FRAMING PLAN
& SECTIONS
3101