HomeMy WebLinkAbout2202 W Laramore Ln & 2638 N Laird St - PlanNOTE: CONTRACTOR TO VERIFY ALL EXISTING FRAMING. NOTIFY
ENGINEER-OF-RECORD- IF EXISTING FRAMING CONDITIONS IN THE FIELD ARE
DIFFERENT THAN SHOWN ON PLAN
LEGEND
"#" DENOTES SHEAR WALL TYPE & EDGE
NAIL SPACING AND "**.*"" DENOTES
MINIMUM SHEAR WALL LENGTH. SEE
SHEET 9/S300 FOR SHEAR WALL
SCHEDULE. SEE DETAIL 4/S400 FOR
SHEAR WALL FRAMING AND TYP.
PENETRATIONS IN SHEAR WALL
"####" DENOTES SHEAR WALL HOLDOWN
TYPE. SEE TYPICAL DETAIL 8/S300 FOR
INFO AND MIN. END POST SIZE
####
WALL ABOVE FRAMING PLAN
WALL BELOW FRAMING PLAN
#**.*'
DENOTES SIMPSON HANGER PER
SCHEDULE 7/S400, U.O.N.
DENOTES SIMPSON CONCEALED
FLANGE HANGER PER SCHEDULE 7/S400,
U.O.N.
SEE HEADER SCHEDULE ON 11/S400 FOR
HEADER SIZES, UNLESS NOTED ON
PLAN.
15" WIDE x 24" CONCRETE FOOTING,
U.O.N.
FLOOR SHEATHING: 3 4" T&G APA RATED
SHEATHING GLUED & NAILED w/10d @6"o.c.
AT EDGE AND 10d @12"o.c. AT FIELD (NO
BLKG REQ'D), SEE 4/S400.
ROOF SHEATHING:1 2" APA RATED
SHEATHING NAILED w/10d @6"o.c. AT EDGE
AND 10d @12"o.c. AT FIELD (NO BLKG
REQ'D), SEE 4/S400.
SEE DETAIL 8/S300 FOR SHEAR WALL
POST. SHEAR WALL POST ABOVE &
BELOW WILL BE FRAMED PER DETAIL
8/S401S.W
.
P
O
S
T
A&B
SEE DETAIL 8/S300 FOR SHEAR WALL
POST SIZE
S.W
.
P
O
S
T
6 12.0'
6 15.5'
6 17.0'
6 12.5'
6 8.5'
6 6.5'6 7.75'
2x10 CEILING
JOIST @16"o.c.
CS16x48" STRAP
@48"o.c.
2x RIDGE BOARD
2x8 ROOF
JOIST @16"o.c.
2x8 ROOF
JOIST @16"o.c.
CS16x48" STRAP
@48"o.c.
2x
1
0
R
I
D
G
E
B
O
A
R
D
2x8 ROOF
JOIST @16"o.c.
2x8 ROOF
JOIST @16"o.c.
2x8 ROOF
JOIST @16"o.c.
2x8 ROOF
JOIST @16"o.c.
HDU5
HDU5
HDU5
HDU5
HDU5
HDU5 HDU5
HDU5
HDU5
HDU5HDU5
HDU5
HDU5
6x6
P
O
S
T
24" SQ. CONC.
FTG, TYP.
6x6
P
O
S
T
24" SQ. CONC.
FTG, TYP.HDU5
REINF. CONCRETE
SLAB-ON-GRADE
PER 1S301
REINF. CONCRETE
SLAB-ON-GRADE
PER 1S301
REINF. CONCRETE
SLAB-ON-GRADE
PER 1S301
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
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T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
S.W
.
P
O
S
T
4x4
P
O
S
T
4x6
P
O
S
T
2x10 CEILING
JOIST @16"o.c.
4x4
P
O
S
T
24" SQ. CONC.
FTG, TYP.
51 4"x117 8" PSL
6x
1
0
B
E
A
M
51
4"x
9
1
2"
P
S
L
B
E
A
M
4x10
H
I
P
B
E
A
M
4x10
H
I
P
B
E
A
M
4x10
H
I
P
B
E
A
M
4x10
H
I
P
B
E
A
M
4x10
H
I
P
B
E
A
M
4x10
H
I
P
B
E
A
M
2x8 ROOF
JOIST @16"o.c.
CS16x48" STRAP
@48"o.c.
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
CC C
O
L
.
C
A
P
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
4x4
P
O
S
T
4x4
P
O
S
T
4x4
P
O
S
T
1
S401
1
S401
2
S401
2
S401
8
S401
8
S401
8
S401
2x ROOF JOIST ALIGN @
SHEAR WALL BELOW, TYP.
3
S401
6
S401
NEW CALIFORNIA FRAMING PER DETAIL 5S401
NEW CALIFORNIA FRAMING PER DETAIL 5S401
7
S401
7
S401
2
S301
2
S301
2
S301
2
S301
2
S301
2
S301
3
S301
4
S301
4
S301
4
S301
A
B
D
1
2
3
C
A
B
D
1
2
3
C
4x8 HDR4x8 HDR
4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR
4x6 HDR
4x8 HDR4x8 HDR
4x
1
0
H
D
R
4x
1
0
H
D
R
51
4"x
9
1
2"
P
S
L
B
E
A
M
HDU5
HDU5
6 9.0'
S.W
.
P
O
S
T
P.
T
.
6
x
8
P.T. 6x8
P.T. 6x8
2x4 ROOF
JOIST @16"o.c.
2x4 ROOF
JOIST @16"o.c.
1 FIRST FLOOR FRAMING AND FOUNDATION PLAN
SCALE: 1/4"=1'-0"
2 ROOF FRAMING PLAN
SCALE: 1/4"=1'-0"
REINF. CONCRETE
SLAB-ON-GRADE
PER 1S301
9
S401
POS
T
B
E
L
O
W
w
/
ECC
C
O
L
.
C
A
P
4x4
P
O
S
T
CS16 STRAP
48" MIN.
3
S401
SIM.3
S401
SIM.
CS16 STRAP
4
4
SHEET NUMBER
L
RO
Exp. 06-30-26
S
IVISTTACEOF IFAL
IG
RE
C L
No. 91229
REET
D SPRFOE AOINS
IG
NAI
ER
EN
ENNARTALLED
DE
T
A
C
H
E
D
A
D
U
22
0
2
L
A
R
A
M
O
R
E
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
SHEET NUMBER
DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED
WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA INCORPORATED
AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH
INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE
USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT
WRITTEN CONSENT OF DELLA INCORPORATED.
PR
O
J
E
C
T
:
SHEET TITLE
DATEPROJECT STATUS
ENGINEER OF RECORD
FEBRUARY 2025PERMIT SUBMITTAL
de
l
l
a
@
d
e
l
l
a
i
n
c
o
r
p
o
r
a
t
e
d
.
c
o
m
51
0
.
3
2
2
.
0
7
3
5
MAY 2025PLAN CHECK 1
JULY 2025PLAN CHECK 2
JULY 2025PLAN CHECK 3
JANUARY 2026REVISION4
S200
FRAMING PLANS
18" MAX.
S.A.D.2x FASCIA w/ (2) 16d NAILS
AT EACH RAFTER
ROOF SHTG w/ E.N. PER
PLAN E.N.
2x BLKG SNUG TIGHT
BETWEEN RAFTERS
CEILING JOIST PER PLAN w/ (7)
16d NAILS TO ROOF RAFTER
"A35" CLIP AT SPACING PER
SHEAR WALL SCHEDULE
PLATELINE
H2.5A AT EA.
ROOF JOIST
2 FRAMING AT ROOF RAFTERS
SCALE: 1"=1'-0"
ROOF SHTG w/ E.N. PER
PLAN
B.N.
FLAT NAILER W/ (4) 8d TO EACH
RAFTER
TRIM NAILER, AS REQ'D
CALIFORNIA FRAMING RAFTERS
W/ (3) 8d TOENAIL (TYP.)
5 CALIFORNIA FRAMING
SCALE: 1"=1'-0"
CEILING JOIST PER
PLAN
SDS1 4"x41 2" WOOD
SCREWS @6"o.c.
"A35" CLIP AT SPACING PER
SHEAR WALL SCHEDULE
ROOF RAFTERS PER
PLAN
ROOF SHEATHING w/ E.N.
PER PLAN
SHEATHING w/ E.N. PER
PLAN
SHEATHING w/ E.N. PER
PLAN
"A35" CLIP AT SPACING PER
SHEAR WALL SCHEDULE
2x BLKG @48"o.c. EACH
SIDE AT CEILING AND AT
ROOF
CMSTC16 STRAP AT
HOLDOWN POST AT
ATTIC
ROOF RAFTER PER PLAN w/
(4) 10d TOENAIL TO LEDGER
RIDGE BOARD PER PLAN
E.N.
STRAP PER PLAN
1 ROOF FRAMING AT RIDGE BOARD
SCALE: 1"=1'-0"4 NOT USED
SCALE: 1"=1'-0"
3 ROOF FRAMING AT SHEAR WALL
SCALE: 1"=1'-0"
CEILING JOIST PER PLAN w/
HANGER PER SCHEDULE
BEAM PER PLAN
6 CEILING JOIST AT BEAM
SCALE: 1"=1'-0"
SIMPSON ST22 @48"o.c.
PROVIDE (2) 2x
RIDGE BOARD AT
HANGER
WOOD SHIM, AS REQ'D
KING POST PER
PLAN
"PC" POST CAP
BEAM/HDR PER
PLAN
2x BLOCKING @48"o.c.
"CCQ" INVERTED
COLUMN CAP
HIP BEAM PER PLAN W/ SIMPSON
"HHRC" TO RIDGE BEAM
7 RIDGE BOARD TO KING POST
SCALE: 1"=1'-0"
8 FRAMING AT ROOF RAFTERS
SCALE: 1"=1'-0"
18" MAX.
S.A.D.2x FASCIA w/ (2) 16d NAILS
AT EACH RAFTER
ROOF SHTG w/ E.N. PER
PLAN E.N.
2x BLKG SNUG TIGHT
BETWEEN RAFTERS
CEILING JOIST PER PLAN
"A35" CLIP AT SPACING PER
SHEAR WALL SCHEDULE
PLATELINE
H2.5A AT EA.
ROOF JOIST
2x LKG @48"o.c.
9 BEAM AT CALIFORNIA ROOF FRAMING
SCALE: 1"=1'-0"
2x FASCIA w/ (2) 16d NAILS
AT EACH RAFTER
ROOF SHTG w/ E.N. PER
PLAN
E.N.
ROOF JOIST PER PLAN w/
HANGER PER SCHEDULE
CEILING JOIST PER PLAN
CEILING JOIST PER PLAN
ROOF SHEATHING w/ E.N.
PER PLAN
CALIFORNIA FRAMING PER
PLAN
4
L
RO
Exp. 06-30-26
S
IVISTTACEOF IFAL
IG
RE
C L
No. 91229
REET
D SPRFOE AOINS
IG
NAI
ER
EN
ENNARTALLED
DE
T
A
C
H
E
D
A
D
U
22
0
2
L
A
R
A
M
O
R
E
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
SHEET NUMBER
DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED
WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA INCORPORATED
AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH
INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE
USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT
WRITTEN CONSENT OF DELLA INCORPORATED.
PR
O
J
E
C
T
:
SHEET TITLE
DATEPROJECT STATUS
ENGINEER OF RECORD
FEBRUARY 2025PERMIT SUBMITTAL
de
l
l
a
@
d
e
l
l
a
i
n
c
o
r
p
o
r
a
t
e
d
.
c
o
m
51
0
.
3
2
2
.
0
7
3
5
MAY 2025PLAN CHECK 1
JULY 2025PLAN CHECK 2
JULY 2025PLAN CHECK 3
JANUARY 2026REVISION4
S401
DETAILS