HomeMy WebLinkAboutPlansSHEET INDEX
GENERAL INFORMATION
ON PROPERTY
& LEGAL DESCRIPTION
OF PROPERTY
NOTES
SCOPE OF WORK
NOTES:
1. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities
(Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up.
The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to
comply may cause construction delays and/or additional expenses.
2. An approved Seismic Gas Shut Off Valve or Excess Flow Shut Off Valve will be installed on the fuel gas line on the
down-stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel
gas piping.@ (Per Ordinance 170,158 and 180,670) (Includes Commercial additions and TI work over $10,000.) Separate
plumbing permit is required.
3. Provide ultra-flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water
consumption.
4. Provide (70) (72) inch high non absorbent wall adjacent to shower and approved shatter resistant materials for shower
enclosure.@ (1210.2.3, 2406.4.5, R307.2, R308.4)
5. Water heater must be strapped to wall. (Sec. 507.3 & LAPC)
6. A fire alarm (visual and audible) system is required. The alarm system must be approved by the Fire Department and
Electrical Plan Check prior to installation. (LAMC 57.122)
7. Carbon monoxide alarm is required per (Sec. 420.6, R315)
8. Footings of foundations for buildings and structures founded on expansive soils shall be designed per 1808.6. Existing
footings supporting new loads shall also comply.
Scale
As Noted
Drawn by AK
Date
03-01-2024
DR
A
F
T
I
N
G
&
D
E
S
I
G
N
S
E
R
V
I
C
E
S
Ag
n
i
e
s
z
k
a
K
a
l
e
t
a
L
o
p
e
z
24
5
5
E
.
O
r
a
n
g
e
G
r
o
v
e
B
l
v
d
.
Pa
s
a
d
e
n
a
,
C
A
9
1
1
0
4
Ph
o
n
e
8
1
8
-
5
2
2
-
9
1
8
7
A0
PL
O
T
P
L
A
N
Address:
919 N 1st Ave
Arcadia, CA 91006
APN: 5772 - 002 - 014
TRACT # 7820
VAC ALLEY ADJ ON W AND S 5 FT EX OF
ST OF LOT 19 AND VAC ALLEY ADJ ON W
AND EX OF ST LOT 20 AND VAC ALLEY
ADJ ON W AND N 15 FT EX OF ST OF LOT 21
Year Built 1938
Zone
Construction VB
Fire Sprinklers - existing - No
proposed - No
LOT SIZE: 5,760 SF
EXISTING HOUSE 1,128 SF
PROPOSED REAR ADDITION 344 SF
TOTAL 1,472 SF
EXISTING GARAGE 162 SF
To be converted to Junior Accessory Dwelling Unit
PROPOSED JADU 162 SF
CONSULTANTS
A0 PLOT PLAN
A1 FLOOR PLANS
A2 ELEVATIONS
A3 SECTIONS & ROOF PLAN
A4 DETAILS
Addition to the rear of the Single
Family Residence and Garage to
JADU conversion
THE CONSTRUCTION WILL COMPLY WITH
THE CODES IN EFFECT AT THE TIME THE
APPLICATION IS ACCEPTED.
2022 California Building Code
2022 California Residential Code
2022 California Electrical Code
2022 California Mechanical Code
2022 California Plumbing Code
2022 California Energy Code
2022 California Green Building Standards Code
2023 City of Arcadia Amendments
VICINITY N.T.S.
Owner:Gilbert Gazanian
919 N 1st Ave
Arcadia, CA 91006
Designer: Agnieszka Kaleta
2455 E. Orange Grove Blvd.
Pasadena, CA 91104
(818 522 9187)
Structural Engineer:
Contractor: TBD
Title 24:Energy Consult LLC
411 N. Harbor Blvd. Ste. # 205
San Pedro, California, 90731
www.title24ez.com
(424 247 7658)
REVISION
1S
T
A
V
E
N
U
E
24'-6"
43'-2"
LEGEND:
PROPERTY LINE
EXISTING BUILDING
(E) FENCE
SCALE 1/8"= 1'0"
PLOT PLAN
919 N 1st Ave
Arcadia, CA 91006 34
'
-
2
"
50'-8"
7'
-
1
0
"
12'-6"
34'-1"
9'
-
7
"
10
'
-
4
"
6'
-
5
"
25
'
-
2
"
9'
-
0
"
7'
-
0
"
3'
-
1
0
"
4'-9"
7'
-
0
"
ADDITION
TO SFR
23
'
-
5
"
12'-8"
10
'
-
0
"
18'-0"
AD
D
I
T
I
O
N
&
G
A
R
A
G
E
TO
J
A
D
U
C
O
N
V
E
R
S
I
O
N
91
9
N
1
s
t
A
v
e
A
r
c
a
d
i
a
,
C
A
9
1
0
0
6
GARAGE to
JADU
CONVERSION
20'-0"
10
'
-
0
"
Fruit tree
1S
T
A
V
E
N
U
E
919 N 1st Ave
Arcadia, CA
91006
GARAGE to
JADU
CONVERSION
(E)CONC.,
COVERED
PATIO
EXISTING PLOT PLANSCALE 1/16"= 1'0"
Pittosporum
tobira
(E) Chinese elm
DBH = ~30"
H = ~40'
Condition - Good
All existing trees are located away from the
proposed construction and will not be impacted by
this construction
DBH - Diameter at breast height (DBH) measured at 4 1⁄2 feet above the point where the trunk meets
the ground
(E) California sycamore
DBH = 2 x ~25"
H = ~45'
Condition - Good
A1
Scale
As Noted
Drawn by AK
FL
O
O
R
P
L
A
N
S
DR
A
F
T
I
N
G
&
D
E
S
I
G
N
S
E
R
V
I
C
E
S
Ag
n
i
e
s
z
k
a
K
a
l
e
t
a
L
o
p
e
z
24
5
5
E
.
O
r
a
n
g
e
G
r
o
v
e
B
l
v
d
.
Pa
s
a
d
e
n
a
,
C
A
9
1
1
0
4
Ph
o
n
e
8
1
8
-
5
2
2
-
9
1
8
7
Date
03-01-2024
NOTES TO ALL SCHEDULES:
1. CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES AND ALL WINDOW AND DOOR SIZES AND TYPES PRIOR TO ORDERING.
2. ALL INTERIOR AND EXTERIOR DETAILS, FINISHES AND COLORS TO VERIFY WITH OWNER.
3. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (INCL. TUBULAR) MUST REMAIN ON THE UNIT
UNTIL FINAL INSPECTION HAS BEEN COMPLETED.
DOOR SCHEDULE
#Size Description Door
Material Finish
9'-0" x 6'-8"D1 Wood/Glass Stain/Paint
D2
D3
2'-8" x 6'-8"Wood Stain/Paint
Stain/Paint
W Size H#
WINDOW SCHEDULE
Description Material Finish Glazing
W1 8'-0" x 2'-2" (verify)Paint
2xW2 Paint Dual Glazing,
Low E
Wood or
Vinyl
Provide emergency egress from sleeping rooms. Min.- 24" clear ht, 20" clear width
a. A net clear opening area of not less than 5.7-SF, when above the grade-floor and 5 SF, when on the grade-floor.
b. A minimum clear height of 24-in.
c. A minimum clear width of 20-in.
d. The bottom of the clear opening not greater than 44-in. measured from the finish floor.
Safety glazing (tempered glazing) is required for the following:
a)Where the glazing is within 24" of either side of the door in the plane of the door in a closed position and where the
bottom edge of the glazing is less then 60" above the door (CRC R308.4.2 item 1)
b)Where the glazing is on a wall perpendicular to the plane of the door in a closed position and
-Within 24" of the hinge side of an in-swinging door (CRC R308.4.2 item 2)
-Glazing less than 60" above a shower or tub floor (CRC R308.4.5)
c)Glazing where the bottom edge is less than 36" above the stairways, landings, and ramps (CRC R308.4.6)
d)Glazing adjacent to the stairway bottom landing where the glazing is less then 36" above the landing and within 60"
horizontal arc less then 180 degrees from the ottom tread nosing shall be safety glazing (CRC R308.4.7)
3'-0" x 6'-8"
Casement
SD
CM
KEY NOTES
1. HARDWIRE SMOKE DETECTORS SHALL BE INTERCONNECTED HARD-WIRED WITH
BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72..
a) CARBON MONOXIDE ALARM - SHALL BE INTERCONNECTED HARD-WIRED WITH
BATTERY BACK UP.
2. A 72" HIGH NON-ABSOBENT WALL SURFACE IN BATHTUB & SHOWER
COMPARTMENTS. (CRC R307.2)
3. GLAZING WITHIN 60" OF STAIR AND STAIR LANDING, WHEN BOTTOM EDGE IS
WITHIN 18" OF THE FLOOR, WITHIN 60" OF TUB OR SHOWER FLOOR, SHALL
BE TEMPERED. (CRC R308.4)
4. MECHANICAL EXHAUST Fans shall be ENERGY STAR compliant and be ducted to terminate
to the outside of the building. Fans, not functioning as a component of a whole house ventilation
system, must be controlled by a humidity control.
Fans, not functioning as a component as a whole house ventilation system must be controlled by a
humidity control.
5. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R312.3)
6. New High Efficiency Faucets. Installed per manufacturer specifications.
7. Heater shall be capable of maintaining a minimum room temperature of 68°F at a point 3 feet above
the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. R303.10
FAN
Remarks
Remarks
3'-0" x 3'-6"Casement
Sliding Tempered
Panel Door
Tempered
Tempered
REVISION
U-FACTOR/SHGC
0.32 / 0.24
U-FACTOR
/SHGC
0.32 / 0.24
100 CFM
hood
32'
9'
13
'
-
5
"
10
'
-
2
"
11'
1'
-
7
"
10
'
-
4
"
8'
-
9
"
10'-9"
4'-6"
8'
-
9
"
10
'
-
2
"
5'
-
2
"
7'-3"
12'
13
'
-
1
"
3'-10"
7'
-
6
"
W=(E) 6'-0"
H=(E) 4'-8"
W=(E) 3'-0"
H=(E) 4'-8"
W=(E) 3'-4"
H=(E) 2'-8"
W=(E) 5'-10"
H=(E) 3'-10"
(E) KITCHEN
(E) GARAGE
(E
)
L
A
U
N
D
R
Y
(E)BEDROOM
(E) BATH
(E) BATH
(E) BEDROOM
5'
9'
-
9
"
6'
-
5
"
12'
(E
)
F.
P
.
(E)PORCH
W=(E) 3'-0"
H=(E) 2'-3"
W=(E) 2'-0"
H=(E) 2'-6"W=(E) 2'-10"
H=(E) 4'-8"
W=(E) 2'-10"
H=(E) 3'-6"
(E
)
C
L
O
S
E
T
(E
)
C
L
O
S
E
T
(E) LIVING ROOM
(E) DINING ROOM
(E
)
E
N
T
R
Y
W=(E) 2'-10"
H=(E) 4'-8"
50'-6"
7'
-
8
"
11
'
-
2
"
3'
-
9
12"
10
'
9'
EXISTING FLOOR PLAN
scale 1/4"=1'-0"
9'
-
6
"
34'
12'-6"
W=(E) 3'-0"
H=(E) 4'-8"(N) JUNIOR ACCESSORY
DWELLING UNIT
9'
PROPOSED FLOOR PLAN
scale 1/4"=1'-0"
LEGEND
EXISTING
TO BE DEMOLISHED
PROPOSED
18'9'
9'
13
'
-
5
"
10
'
-
2
"
11'
1'
-
7
"
10'-9"
(E) 4'-6"
8'
-
9
"
5'
-
2
"
7'-3"
12'
13
'
-
1
"
3'-10"
7'
-
6
"
W=(E) 3'-4"
H=(E) 2'-8"
(E)BEDROOM
(E) BATH
(E) BATH
(E) BEDROOM
12'
(E
)
F.
P
.
W=(E) 3'-0"
H=(E) 2'-3"
W=(E) 2'-0"
H=(E) 2'-6"W=(E) 2'-10"
H=(E) 4'-8"
W=(E) 2'-10"
H=(E) 3'-6"
(E
)
C
L
O
S
E
T
(E
)
C
L
O
S
E
T
(E
)
E
N
T
R
Y
W=(E) 2'-10"
H=(E) 4'-8"
(E
)
7
'
-
8
"
11
'
-
2
"
3'
-
9
12"
7'
10
'
DW
W/DTall
cabinet
3'
3'Pantry
3'
2'
(N) KITCHEN
7'-6"
2'
6'
-
2
"
7'
-
2
"
1'
4'-21
2"2'
Ref
(N) FAMILY ROOM
A
A3
A
A3
B
A3
18'
3'
Ki
t
c
h
e
n
e
t
t
e
+1/2"
3'
3'-6"
(E) LIVING ROOM
7'
-
1
1
"
7'
-
1
1
"
3'
31
'
12'
(E
)
6
'
-
3
12"
12'-6"6'-2"
7'7'-6"13'-6"
10
'
(E
)
3
4
'
17'-1"
D1
W1
W2
3'
-
1
1
"
W=(E) 6'-0"
H=(E) 4'-8"
(E)CONC.
COVERED
PATIO
D2
D3
W=(E) 3'-0"
H=(E) 6'-8"W=(E) 3'-0"
H=(E) 6'-8"
W=(E) 2'-6"
H=(E) 6'-8"
(E) LAUNDRY
W=(E) 2'-6"
H=(E) 6'-8"
Front Door Tempered0.32 / 0.24Wood/Glass
SD
CM
SD
CM
SD SD
(E)
Attic access
AD
D
I
T
I
O
N
&
G
A
R
A
G
E
TO
J
A
D
U
C
O
N
V
E
R
S
I
O
N
91
9
N
1
s
t
A
v
e
A
r
c
a
d
i
a
,
C
A
9
1
0
0
6
B
A3
(E)
Attic access
(N) 22'X30
Attic access
Ref
hot
plate
(E) -5"
-1/2"
min.3'
Landing
W2
3'
-
6
12"
C
L
W3
Eq Eq
W3 Paint2'-10" x 3'-6"Casement Tempered
W=(E) 2'-10"
H=(E) 4'-8"EXISTING TO REMAIN
W#D#PROPOSED
Verify to match (E)
+(E)
+~4" (max. 7 34")
Existing HVAC & W/H
to accommodate JADU
A2
Scale
As Noted
Drawn by AK
DR
A
F
T
I
N
G
&
D
E
S
I
G
N
S
E
R
V
I
C
E
S
Ag
n
i
e
s
z
k
a
K
a
l
e
t
a
L
o
p
e
z
24
5
5
E
.
O
r
a
n
g
e
G
r
o
v
e
B
l
v
d
.
Pa
s
a
d
e
n
a
,
C
A
9
1
1
0
4
Ph
o
n
e
8
1
8
-
5
2
2
-
9
1
8
7
REVISION
EL
E
V
A
T
I
O
N
S
AD
D
I
T
I
O
N
&
G
A
R
A
G
E
TO
J
A
D
U
C
O
N
V
E
R
S
I
O
N
91
9
N
1
s
t
A
v
e
A
r
c
a
d
i
a
,
C
A
9
1
0
0
6
6"
2"
6"
2"
EXISTING FRONT (EAST) ELEVATION
scale 1/8"=1'-0"
PROPOSED NORTH ELEVATION
scale 1/4"=1'-0"
EXISTING NORTH ELEVATION
scale 1/8"=1'-0"
EXISTING WEST ELEVATION
scale 1/8"=1'-0"
EXISTING SOUTH ELEVATION
scale 1/8"=1'-0"
PROPOSED SOUTH ELEVATION
scale 1/4"=1'-0"
Date
03-01-2024
1'
4"
PROPOSED FRONT (EAST) ELEVATION
scale 1/8"=1'-0"
PROPOSED WEST ELEVATION
scale 1/8"=1'-0"
1'
4"
(E
)
1
5
'
(E
)
1
5
'
14
'
-
7
"
13
'
-
7
12"
EXTERIOR MATERIAL & FINISH SCHEDULE
B
--
A
--
C
--
(E & N) CLASS "A" ROOFING TO MATCH EXIST.
D
--
NEW DOORS & WINDOWS
(E & N) THREE-COAT STUCCO. PAINT TO MATCH EXISTING.
D
--
NEW FIBER CEMENT BOARDS - HardiePlans
B
--
C
--
D
--
B
--
C
--
D
--
B
--
C
--
A
--
B
--
C
--
In areas where expansive or collapsible soils are known to
exist, all dwellings shall have a controlled method of
water disposal from roofs or rain tanks that will collect
and discharge roof drainage to the ground surface not less
than 5 feet from foundation walls or to an approved
drainage system. R801.3
DR
A
F
T
I
N
G
&
D
E
S
I
G
N
S
E
R
V
I
C
E
S
Ag
n
i
e
s
z
k
a
K
a
l
e
t
a
L
o
p
e
z
24
5
5
E
.
O
r
a
n
g
e
G
r
o
v
e
B
l
v
d
.
Pa
s
a
d
e
n
a
,
C
A
9
1
1
0
4
Ph
o
n
e
8
1
8
-
5
2
2
-
9
1
8
7
A3
Scale
As Noted
Drawn by AK
SE
C
T
I
O
N
S
&
RO
O
F
P
L
A
N
S
NOTES ALL ROOFS:
1. ~ 766 SF New Class A Roofing to match exiting, INSTALLED PER MANUFACTURE SPEC.
-FOR ROOF SLOPES < 2:12: SRI VALUE OF AT LEAST 78 OR BOTH A 3-YEAR SOLAR REFLECTANCE OF AT LEAST 0.65AND A THERMAL EMITTANCE OF AT LEAST 0.85.
-FOR ROOF SLOPES >2:12: SRI VALUE OF AT LEAST 20 OR BOTH A 3-YEAR SOLAR REFLECTANCE OF AT LEAST 0.25 AND A THERMAL EMITTANCE OF AT LEAST 0.75.
2. NEW RAIN GUTTERS AND DOWNSPOUTS. EXISTING TO BE REPLACED OR FIXED IF NEEDED.
ROOF GUTTERS MUST BE PROVIDED WITH MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER
(Residential Code E327.534 and Building Code 705A.4)
Unless roofs are sloped to drain over roof edges, roof drains shall be installed at each low point of the roof. Where required for roof drainage, scuppers shall be placed level with the roof surface in a wall or parapet. The scupper shall be located as determined by the roof slope and contributing roof area.
When gutters and leaders are placed on the outside of buildings, the gutters and leaders shall be constructed of metal or approved plastic for outdoor exposure with lapped, soldered or caulked joints and shall be securely fastened to the building with a corrosion resistant fastening device of similar or compatible material to the
gutters and downspouts.
R903.4.1 Overflow Drains and Scuppers
When other means of drainage of overflow water is not provided, overflow scuppers shall be placed in walls or parapets not less than 2 inches (51 mm) nor more than 4 inches (102 mm) above the finished roof covering and shall be located as close as practical to required vertical leaders or downspouts or wall and parapet
scuppers. An overflow scupper shall be sized in accordance with the Florida Building Code, Plumbing. Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines.
ATTIC VENTS SHALL MET THE FOLLOWING:
B) THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN:
I. 1/150 OF THE ATTIC SPACE OR
II. 1/300 PROVIDED A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WORM SIDE OF THE CEILING OR
III. 1/300 PROVIDED AT LEAST 50% AND NOT MORE THAN 80%OF THE REQUIRED VENTILATION AREA MUST BE LOCATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE PROVIDED BY
EAVE OR CORNICE VENTS.
C) OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL .Opening shall be 1/16 inches minimum and 1/8 maximum
D) A MINIMUM OF 1 INCH AIRSPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEETING.
Roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with 1/16” min., 1/8” max. openings or its equivalent [CRC R327.8.2].
Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition-resistant materials or noncombustible construction on the exposed underside [CRC R327.8.3].
5. WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING, THE SPACE SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, cBE FIRE-STOPPED
WITH APPROVED MATERIALS OR HAVE ONE LAYER OF NO. 72 ASTM CAP SHEET INSTALLED OVER THE COMBUSTIBLE DECKING [CRC R327.5.2].
6. Enclosed framing in wood exterior balconies and decks shall be provided with openings that provide a net free cross ventilation area not less than 1/150 of the area of each separate space. CBC Section 2304.12.2.6, as amended by emergency building
standards (see A4b Notes)
All Attic Area = 1,634 SF / 150 = 11 SF = 1,584 Sq Inch - 16 Vents Total
12x24 Dormer Vents W/1/8" Screen. STDH24GB,
N.F.V. = 100 Sq/In. Color to match roof tile,
EXISTING ROOF PLAN
scale 1/8"=1'-0"
8'
Ma
t
c
h
e
x
i
s
t
i
n
g
(N) ADDITION
PROPOSED ROOF PLAN
scale 1/4"=1'-0"
Date
03-01-2024
(E
)
4
:
1
2
(E
)
4
:
1
2
(E)4:12
(E)4:12
(E
)
4
:
1
2
4:
1
2
Ma
t
c
h
e
x
i
s
t
.
4:
1
2
Ma
t
c
h
e
x
i
s
t
.
4:12
Match exist.B
A3
A
A3
A
A3
(E) ATTIC
8'
Ma
t
c
h
e
x
i
s
t
i
n
g
(E) BATH (N) ADDITION
(N) ATTIC
SECTION A-A
scale 1/4"=1'-0"
AD
D
I
T
I
O
N
&
G
A
R
A
G
E
TO
J
A
D
U
C
O
N
V
E
R
S
I
O
N
91
9
N
1
s
t
A
v
e
A
r
c
a
d
i
a
,
C
A
9
1
0
0
6
(N) CLASS "A" ROOFING to match exist.
(N) UNERLAYMENT
(E &N) RAFTERS & PLYWOOD
(E& N) R30 INSULATION
(E) CEILING
(N) CLASS "A" ROOFING (to match exist.)
(N) UNERLAYMENT
(N) T&G or Plywood
(N) RAFTERS per Structural
(N) R30 INSULATION
(N) DRYWAL
1'
(E)4"
LEGEND
EXISTING
PROPOSED
Extend new roof over the
existing flat roof @ exist.
bath
(N) Flooring
(E&N) Concrete Slab per Structural
Aggregate
(N) JADU
(N) Flooring
(N) Waterproofing
(E) Concrete Slab
Existing Proposed
Existing
R13
R13
(N) ATTIC
Proposed
(exist. slab to be used if possible,
new foundation)
(E)
LAUNDRY
(N)
KITCHEN
SECTION B-B
scale 1/4"=1'-0"
(N) CLASS "A" ROOFING to match exist.
(N) UNERLAYMENT
(E &N) RAFTERS & PLYWOOD
(E& N) R30 INSULATION
(E) CEILING
(N) CLASS "A" ROOFING (to match exist.)
(N) UNERLAYMENT
(N) T&G or Plywood
(N) RAFTERS per Structural
(N) R30 INSULATION
(N) DRYWAL
(E & N) Flooring
(E) Raised Foundation
(N) Flooring
(N) Waterproofing
(E & N) Concrete Slab
(E
)
1
5
'
DR
A
F
T
I
N
G
&
D
E
S
I
G
N
S
E
R
V
I
C
E
S
Ag
n
i
e
s
z
k
a
K
a
l
e
t
a
L
o
p
e
z
24
5
5
E
.
O
r
a
n
g
e
G
r
o
v
e
B
l
v
d
.
Pa
s
a
d
e
n
a
,
C
A
9
1
1
0
4
Ph
o
n
e
8
1
8
-
5
2
2
-
9
1
8
7
2" MIN
4"
M
I
N
STUCCO COATS - SCRATCH, BROWN
& FINISH
METAL LATH
2x TYPE "D" BUILDING PAPER
312" FLANGE
WEEP SCREED 26 GAUGE MIN.
PAVED SURFACE
GRADE
FLOOR
FOUNDATION
INSIDE SURFACE
OF WINDOW
FLANGE
THE BEAD OF SEALANT
ON THE MOUNTING
FLANGE AT THE SILL
MUST HAVE AT LEAST 2
GAPS AT LEAST 2
INCHES WIDE TO
PERMIT DRAINAGE.
THE GAPS MUST BE NO
MORE THAN 4-FEET
APART.
APPLY A CONTINUOUS BEAD OF
SEALANT AROUND THE FULL
PERIMETER OF THE BACK SIDE
(INTERIOR SURFACE) OF THE WINDOW
MOUNTING FLANGE.
FLASHING TAPE OR ADHESIVE
BACKED FLASHING (MUST
MEET AC148 OR AAMA 711)
SEALED OVER WINDOW
FLANGES AT JAMBS
SEALANT*
FLASHING STRETCH TAPE
SHIMS
FROM THE INTERIOR, INSTALL LOW PRESSURE
POLYURETHANE FOAM BETWEEN WINDOW AND ROUGH
OPENING TO MAINTAIN CONTINUITY OF THE AIR
BARRIER. IF GAP IS TOO NARROW TO ALLOW FOR USE OF
POLYURETHANE, USE A CAULK SEALANT COMPATIBLE
WITH FLASHINGS AT THE SILL AND THE JAMBS. IF ZIP
SYSTEM® TAPE IS USED AT THE SILL AND THE JAMBS,
COMPATIBLE SEALANTS ARE POLYURETHANE, BUTYL,
AND SILICONE.
INSTALLED WINDOW
JAMB FLANGE FLASHING TAPE
NOT TO EXTEND PAST THE
MID-POINT OF HEAD FLANGE
FLASHING TAPE
FLASHING TAPE
CAULKING
INSTALL TYVEKÒ FLEXWRAPÔ
AROUND PERIMETER OF OPENING
LAP & TAPE TYVEKâ
AT JOINTS (UPPER SHEET
OVER LOWER SHEET)
MINIMALLY EXPANDING
POLYURETHANE FOAM OR
APPROVED CAULK
(AROUND WINDOW RSO)
WRAP TYVEKâ INTO
OPENING & TAPE TO
SILL (ESP. @ CORNERS)
USING TYVEKÒ FLEXWRAPÔ
WINDOW WITH
INTEGRAL MOUNTING
FLANGE
TYPICAL WALL
FINISH COAT
BROWN COAT
SCRATCH COAT
WIRE LATH
WEATHER RESISTIVE BARRIER
(TYVEKâ HOMEWRAPâ RECOMMENDED)
TYVEKâ STUCCOWRAPâ
SHEATHING
2"x6" WOOD STUDS
w/ R-19 BATT INSULATION
VAPOR RETARDER
1/2" GYPSUM BOARD
FASTEN TYVEKÒ FLEXWRAPÔ
CORNER USING MECHANICAL
FASTENER
A4
Scale
As Noted
Drawn by AK
DE
T
A
I
L
S
12" LAP
2 CONTINUOUS BEADS OF CAULK AT LAPS
FASTEN THROUGH VALLEY
CONTINUOUS
SOLID SHEATHING
TEE-CLIPS; DO NOT USE
BERRIDGE TEE-PANEL
DO NOT RUN
REVISION
11-17-2023 1
AD
D
I
T
I
O
N
&
G
A
R
A
G
E
TO
J
A
D
U
C
O
N
V
E
R
S
I
O
N
91
9
N
1
s
t
A
v
e
A
r
c
a
d
i
a
,
C
A
9
1
0
0
6
Date
03-01-2024