HomeMy WebLinkAboutPlansA-0.0 TITLE SHEET
A-0.1 PERSPECTIVES
A-2.0 NEIGHBORHOOD CONTEXT PHOTO
A-2.1 AERIAL PLAN W/ SITE PHOTO
A-2.2 MATERIAL BOARD
A-3.0 SURVEY
A-3.1 SITE PLAN - OVERALL
A-3.1A SITE PLAN - PARTIAL
A-3.1B SITE PLAN - PARTIAL
A-4.0 BASEMENT PLAN - OVERALL
A-4.1 FIRST FLOOR PLAN - OVERALL
A-4.1A FIRST FLOOR PLAN - PARTIAL
A-4.1B FIRST FLOOR PLAN - PARTIAL
A-4.2 SECOND FLOOR PLAN - OVERALL
A-4.2A PARTIAL SECOND FLOOR PLAN
A-4.2B SECOND FLOOR PLAN - PARTIAL
A-4.3 ROOF PLAN - OVERALL
A-4.3A ROOF PLAN - PARTIAL
A-4.3B ROOF PLAN - PARTIAL
A-4.4 ACCESSORY FLOOR PLAN - OVERALL
A-4.5 ACCESSORY ROOF PLAN - OVERALL
A-5.0 DOOR SCHEDULE - EXTERIOR
A-5.2 WINDOW SCHEDULE
A-6.0 EXTERIOR ELEVATION - OVERALL
A-6.1 EXTERIOR ELEVATION - MAIN HOUSE
A-6.2 EXTERIOR ELEVATION - MAIN HOUSE
A-6.3 EXTERIOR ELEVATION - MAIN HOUSE
A-6.4 EXTERIOR ELEVATION - MAIN HOUSE
A-6.5 EXTERIOR ELEVATION -ACCESSORY BUILDINGS
A-6.6 EXTERIOR ELEVATION - FENCE
A-6.7 EXTERIOR ELEVATION - COLOR
A-9.0 HOA DETAILS
A-9.0A HOA DETAILS
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www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
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A-0.0
TITLE SHEET
2024.08
05.21.2025
TANG RESIDENCE
1200 RANCHO ROAD
ARCADIA, CA
SHEET INDEX
DISCLAIMER
THESE PLANS AND INCORPORATED DESIGNS EMBODIED THEREON ARE THE
PROPERTY OF LANDRY DESIGN GROUP. THE USE OF THESE PLANS IS RESTRICTED
TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION AND
REPRODUCTION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO
THE PLANS AND DESIGNS REMAINS WITH LANDRY DESIGN GROUP. VISUAL CONTACT
WITH THEM CONSTITUTES PRIMA FACIA OF ACCEPTANCE OF THESE RESTRICTIONS.
ARTIST'S RENDERING IS A CONCEPT IMAGE ONLY.
ARCHITECTURAL
PROJECT INFORMATION AREA CALCULATION -LOT COVERAGE
AREA INCLUDING EXTERIOR FOOTPRINT OF FIRST FLOOR, GARAGE,
COVERED LOGGIA, ACCESSORY STRUCTURES AND AREAS GREATER THAN 6'
ABOVE NATURAL GRADE SHALL NOT EXCEED 35%
MAX. ALLOWABLE LOT COVERAGE
35% OF LOT AREA (PER SURVEY)
31,955.97 SF
.35 x 91,302.77 SF
PROPOSED LOT COVERAGE
SITE FOOTPRINT ÷ LOT AREA
12.5%
11,412.00 SF ÷ 91,302.77 SF
ARCHITECT
LANDRY DESIGN GROUP
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
P: (310) 444-1404
F: (310) 444-1405
OWNER
FAME SUCCESS
INVESTMENTS, LLC
1220 RANCHO ROAD,
ARCADIA, CALIFORNIA
CIVIL
FORMA ENGINEERING
400 SAN FERNANDO
MISSION BLVD SUITE 200
SAN FERNANDO, CA 91340
P: (818) 832-1710
GEOTECHNICAL
IRVINE GEOTECHNICAL
145 N SIERRA MADRE BLVD
SUITE #1 PASADENA CA
91107
P: (626) 844-6641
F: (626) 604-0394
ARBORIST
MONARCH
ENVIRONMENTAL
34237 VIA SANTA ROSA
CAPISTRANO BEACH, CA
92624
P: (949) 207-3770
LANDSCAPE
DAVID LAFORGA
LANDSCAPE ARCHITECTURE
956 THIRD AVENUE LOS
ANGELES CA 90019
P:(323) 735-7192
SURVEYOR
CALLAND ENGINEERING
& ASSOCIATES, INC.
574 E. LAMBERT ROAD
BREA, CA 92821
P:(714) 671-1050
F:(714) 671-1090
ADDRESS
1200 RANCHO ROAD, ARCADIA, CALIFORNIA 91006
LEGAL DESCRIPTION
ASSESSOR'S PARCEL #: 5770012014
LOT #: 41/42
TRACT #: 10617
ZONE: R-0
OCCUPANCY: GROUP R-3 OCCUPANCY WITH U-1 GARAGE
TYPE OF CONSTRUCTION: TYPE V - NEW RESIDENCE
PROJECT DESCRIPTION
A TWO-STORY SINGLE-FAMILY RESIDENCE WITH AN ATTACHED
GARAGE, AN IN-GROUND POOL, WATER FEATURES, AND FIRE PITS.
THE PROJECT ALSO INCLUDES TWO ACCESSORY BUILDINGS, ONE OF
WHICH IS AN ADU (ACCESSORY DWELLING UNIT)
ALLOWABLE HEIGHT:30'-0"
REQUIRED PARKING: 4
FIRE SPRINKLER REQUIREMENTS:
AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ALL
NEW BUILDINGS REGARDLESS OF TYPE OF CONSTRUCTION.
PROVIDE AND COMPLY WITH THE FOLLOWING APPLICABLE CODES:
THE DESIGN AND CONSTRUCTION OF THE BUILDING AND
STRUCTURES SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING
STANDARDS CODE AS ADOPTED AND AMENDED BY THE CITY OF LOS
ANGELES. THE CALIFORNIA BUILDING STANDARDS CODE SHALL
INCLUDE THE BUILDING CODE [BC]; PLUMBING CODE [PC];
MECHANICAL CODE [MC], GREEN BUILDING CODE [GBC], ELECTRICAL
CODE [EC]; FIRE CODE [FC]; CALIFORNIA RESIDENTIAL CODE [CRC]
AND ENERGY CODE [ENC]. THE DESIGN AND CONSTRUCTION SHALL
ALSO INCLUDE ANY LOCAL, STATE, AND FEDERAL ORDINANCES,
LAWS, RULES AND REGULATIONS THAT MAY BE APPLICABLE.
REVISION SCHEDULE
NO. DATE
AREA CALCULATION -RFA
AREA CONFINED WITHIN THE EXTERIOR WALLS OF A BUILDING. ANY FLOOR
PORTION OF A FLOOR WITH A CEILING HEIGHT GREATER THAN 14'-0" SHALL
COUNT AS TWICE THE SQUARE FOOTAGE OF THE AREA. THE AREA OF
STAIRWAYS, ELEVATOR SHAFTS SHALL ONLY BE COUNTED ONCE
REGARDLESS OF CEILING HEIGHT.
MAX. ALLOWABLE RESIDENTIAL FLOOR AREA
35% OF LOT AREA (PER SURVEY)
31,955.97 SFTOTAL ALLOWABLE RFA
.35 x 91,302.77 SF
PROPOSED MAIN RESIDENCE TOTAL SFNEW SF EXEMPT (CREDIT)
BASEMENT 7,020.6 SF
FIRST FLOOR 6,018.2 SF
SECOND FLOOR 5,484.2 SF
COVERED AREA 1,207.6 SF
GARAGE 345.6 SF
GARAGE 874.8 SF
(7,020.6 SF) 0 SF
-6,018.2 SF
-5,484.2 SF
(1207.6 SF)0 SF
TOTAL MAIN RESIDENCE RFA 11,872.8 SF
POOL BATH 138.5 SF
STORAGE- FIRST FLOOR 138.5 SF
ADU - FIRST FLOOR 1,000.0 SF
PROPOSED ACCESSORY TOTAL SFNEW SF EXEMPT (CREDIT)
-138.5 SF
-138.5 SF
-1,000 SF
TOTAL ACCESSORY RFA 1,277 SF
TOTAL PROPOSED RFA 13,149.8 SF
TOTAL SF UNDER MAX. FLOOR AREA ALLOWED 18,678.27 SF
-345.6 SF
(850 SF)24.8 SF
L-1 PLANTING PLAN
L-2 PLANT IMAGES
L-3 PLANT IMAGES
LANDSCAPE
AREA CALCULATION -FAR
RESIDENTIAL FLOOR AREA RATIO. THE FLOOR AREA RATIO SHALL BE THE
NUMERICAL VALUE OBTAINED BY DIVIDING THE RESIDENTIAL FLOOR AREA
OF ANY BUILDING(S) LOCATED ON A LOT BY THE NET AREA OF THE LOT.
PROPOSED FLOOR AREA RATIO
TOTAL PROPOSED RFA ÷ LOT AREA 13,041.00 SF ÷ 91,302.77 SF
14.3%
FRONT YARD HARDSCAPE COVERAGE
HARDSCAPE MATERIALS OF DRIVEWAYS AND PEDESTRIAN WALKWAYS
INCLUDING PAVEMENT, CONCRETE, INTERLOCK PAVERS, AND THE USE OF
ARTIFICIAL TURF, SHALL NOT COVER MORE THAN 40 PERCENT OF THE
REQUIRED FRONT SETBACK OR STREET SIDE.
FRONT YARD HARDSCAPE COVERAGE
FRONT HARDSCAPE AREA ÷ FRONT SETBACK AREA 4426.68 SF ÷ 16277.19 SF
27.2%
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www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
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A-0.1
PERSPECTIVES
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
FRONT EXTERIOR RENDERINGS WITH TREES
FRONT EXTERIOR RENDERINGS WITHOUT TREES
ARTIST'S RENDERING IS A CONCEPT IMAGE ONLY
ARTIST'S RENDERING IS A CONCEPT IMAGE ONLY
LANDRY DESIGN GROUP
05.21.2025
NEIGHBORHOOD CONTEXT PHOTO TANG RESIDENCE
1200 RANCHO ROAD
ARCADIA, CA
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1200 RANCHO ROAD 1168 RANCHO ROAD
1134 RANCHO ROAD
1145 RANCHO ROAD
1199 RANCHO ROAD239 ARBOLADA DR1225 RANCHO ROAD
1301 RANCHO ROAD
1210 RANCHO ROAD
1220 RANCHO ROAD
LANDRY DESIGN GROUP
05.21.2025
AERIAL PLAN W/ SITE PHOTO TANG RESIDENCE
1200 RANCHO ROAD
ARCADIA, CA
SITE PLAN -AERIAL PLAN DIAGRAM 1
23
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25' SIDE SETBACK (GROUND FLOOR)
50' SIDE SETBACK (SECOND FLOOR)
25' SIDE SETBACK (GROUND FLOOR)
50' SIDE SETBACK (SECOND FLOOR)
(E)
COURT
BAJA
POOL
58'-0"x18'-0"
SPA
PUTTING
GREEN
ADU
TRASH
MOTOR
COURT
PORTE
COCHERE
PARKING
COURT
TERRACE
D.G. DOG RUN
KID'S PLAY AREA
SUNKEN FIRE PIT
LAWN
LAWN
DN
DN
DN
UP
POND
BBQ
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PROPERTY LINE
PROPERTY LINE
SERVICE
ENTRY
ENTRY
GATES
CALL BOX
CALL BOX
LAWN
UP UP
BRIDGE
SECRET GARDEN
GUEST
GARDEN
UP
D.G. GOLF CART PATH
GUEST
PARKING
FIRE + WATER FEATURE
GARAGEGARAGE
LINE OF
BASEMENT BELOW
COVERED LOGGIA
POOL
BATH STOR.
N.G. 582.3'589.84
N.G. 579.83
HEIGHT DATUM: (579.83' LOW + 589.84' HIGH) / 2 = 584.83'
MAX HEIGHT: 584.83' + 30' = 614.83'
25' - 0"
25' - 0"
POND
COVERED
PATIO
25' - 0"
25' - 0"
MAIN RESIDENCE
POOL
EQUIPMENT
GENERATOR
LIGHTWELL
EASEMENT TO SOUTHERN
CALIFORNIA EDISON COMPANY FOR
PUBLIC UTILITIES PURPOSES PER
BOOK 13875, PAGE 205, RECORDED
JANUARY 8, 1936, OF OFFICIAL
RECORDS.
EASEMENT FOR PUBLIC UTILITIES
PURPOSES PER BOOK
13950, PAGE 69, OF OFFICIAL
RECORDS.
EASEMENT FOR PUBLIC UTILITIES
PURPOSES PER BOOK 13956, PAGE
218, RECORDED FEBRUARY 25, 1936,
OF OFFICIAL RECORDS.
572.3' F.F.
572.3' F.F.
575.3' F.F.
1 3 5 .0 ° T Y P
6 5 ' - 0 "
35' - 0"
/
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90' - 6 1/2"
52
'
-
7
"
BUILDING CONTROL POINT 'B'
25' - 0"
BUILDING
CONTROL
POINT 'A'
101' - 9 1/2"
148' - 4 1/2"
64
'
-
2
"
BUILDING CONTROL POINT 'D'
BUILDING CONTROL
POINT 'C'
BUILDING CONTROL
POINT 'F'
BUILDING CONTROL
POINT 'E'
144' - 1"
103' - 4 1/2"
52
'
-
1
1
1
/
2
"
ELETRICAL SERVICE PANEL
E1 EASEMENT FOR INGRESS AND
EGRESS PURPOSES PER
PRELIMINARY TITLE REPORT ORDER
NO. 112405416, DATED 03-29-2024.
THE LOCATION OF THE EASEMENT
IS APPROXIMATE.
LINE OF ROOF
ABOVE
CONDENSERS,
SEE ROOF PLAN
COVERED
PATIO
(12" DEEP MAX)
D.G. PATH
FENCE
(E) WALL
LOW HEDGE
(12" DEEP MAX)
COVERED LOGGIA
LINE OF ROOF
ABOVE
584.8' F.F.
585.8' F.F.
585.8' F.F.
KEY NOTES
CONTRACTOR TO PROVIDE SHORING AND BRACING PRIOR TO AND DURING ANY
DEMOLITION AS REQUIRED
A.
CONTRACTOR TO PROVIDE WEATHER PROTECTION DURING DEMOLITION AND
CONTSTRUCTION OF ADJOINING SURFACES AND SPACES. ALL AREAS NOT
IMPACTED BY CONSTRUCTION SHALL BE LEFT IN SAME CONDITION FOUND PRIOR
TO START OF CONSTRUCTION UNLESS OTHERWISE NOTED
B.
CONTRACTOR TO PROVIDE DUST CONTROL DURING DEMOLITION AND
CONSTRUCTION
C.
SITE TO BE KEPT CLEAN AND IN ACCORDANCE WITH A SITE MAINTENANCE PLAND.
STREET, CURB, AND GUTTER AND SIDEWALK ARE TO BE PROTECTED FROM
DAMAGE SUCH AS INDENTATIONS FROM TRASH CONTAINER OR OTHER HEAVY
OBJECTS PLACED ON PAVEMENT DURING CONSTRUCTION
E.
CONTRACTOR TO PROVIDE SECURITY CHAIN-LINK FENCE AROUND UNSECURED
SITE AREAS
F.
VERIFY EXISTING HARDSCAPE AND LANDSCAPE TO BE REMOVED WITH
LANDSCAPE DESIGNER, ARCHITECT, AND OWNER. ALL LANDSCAPING TO REMAIN
SHALL BE MAINTAINED AND PROTECTED FROM DAMAGE
G.
CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS
REQUIRED FOR OFFSITE IMPROVEMENTS
H.
ALL OFFSITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITHPUBLIC
WORKS STANDARD CONSTRUCTION SPECIFICATIONS AND LOCAL REQUIREMENTS
I.
AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL 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 (SEPARATE
PERMIT REQUIRED)
J.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS, OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE
AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY
K.
RESIDENTIAL SWIMMING POOLS SHALL HAVE A POOL ENCLOSURE AS REQUIRED
BY SECTION AG105 OF THE 2016 CRC:
L.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10
FEET. WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL BARRIERS
PROHIBIT MINIMUM FALL, DRAINS OR SWALES SHALL BE CONSTRUCTED TO
ENSURE DRAINAGE AWAY FROM STRUCTURE
M.
ALL HARDSCAPE ADJACENT TO THE STRUCTURE SHALL DRAIN SURFACE WATER
AWAY FROM THE FOUNDATION A MINIMUM OF 1/4 INCH PER FOOT (2%). PROVIDE
SAMPLES AND MOCK-UPS FOR OWNER / ARCHITECT REVIEW. COORDINATE W/
CIVIL DRAWINGS FOR ELEVATIONS, DRAINAGE, GRADING, ETC.
N.
NOTIFY THE GRADING INSPECTOR PRIOR TO THE START OF GRADINGO.
THESE PLANS ARE FOR BUILDING PERMIT ONLY. A SEPARATE PERMIT SHALL BE
REQUIRED FOR LANDSCAPE ELEMENTS, HARDSCAPE, SWIMMING POOL, SPA,
WATER FEATURES, AND FOUNTAINS. A SEPARATE PERMIT SHALL BE REQUIRED
FOR MECHANICAL, ELECTRICAL, AND PLUMBING. ARCHITECT WILL PROCESS
PLANS THROUGH PLAN CHECK FOR THE BUILDING PERMIT ONLY. THE
CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THE BUILDING PERMIT
ON BEHALF OF THE OWNER.
P.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS. ANY
APPLICATION FORMS OR DRAWINGS REQUIRED FOR SAID PERMITS WILL BE
PREPARED BY THE SUBCONTRACTOR AND REMUNERATION SHALL BE INCLUDED
IN THE BID
Q.
THE HEIGHT OF FENCES AND HEDGES ABOVE THE NATURAL GRADE SHALL NOT
EXCEED 36 INCHES WITHIN THE REQUIRED FRONT YARD AND 6 FEET WITHIN THE
REQUIRED SIDE YARDS AND REAR YARD
R.
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 THE LOCATION OF THE HOOK-UP.
CONSTRUCTION SHALL NOT BE WITHIN 10 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
S.
PROVIDE A 42 INCH GUARDRAIL ON TOP OF THE WALL FOR YARD AREAS WHICH
DROP VERTICAL MORE THAN 30 INCHES
T.
POOL ACCESS GATE SHALL BE EQUIPPED WITH SELF-CLOSING, SELF-LATCHING
DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54" ABOVE THE
FLOOR
U.
POOL WITH INFINITY EDGE, PROVIDE A COVER HAVING A MANUAL OR
POWER-OPERATED REEL SYSTEM IN ANY PERMANENTLY INSTALLED OUTDOOR
IN-GROUND SWIMMING POOL OR SPACE IN ONE-AND TWO-FAMILY DWELLINGS
FOR IRREGULAR-SHAPED POOL WHERE IT IS INFEASABLE TO COVER 100% OF
THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80% OF THE POOL
SHALL BE COVERED
V.
SITE PLAN NOTES
1 STANDARD PARKING STALL (8'-6" MIN. x 18'-0" MIN.)
2 COMPACT PARKING STALL (7'-6" MIN. x 15'-0" MIN.)
3 ELECTRIC VEHICLE CHARGING STATION
4 RETAINING WALL, SEE CIVIL DRAWINGS
5 SITE WALL, UNDER SEPARATE PERMIT
6 SITE FENCE
7 FRONT ENTRY WALL, UNDER SEPARATE PERMIT
8 TRASH ENCLOSURE
9 POOL ENCLOSURE FENCE (5'-0" MIN.)
10 POOL ACCESS GATE
11 FRONT ENTRY GATE
12 PEDESTRIAN GATE
13 KEYPAD WITH ANNUNCIATOR
14 STEPPING STONE
24 WATER FEATURE, SEE DETAILS
16 LIGHTWELL WITH GRATE
17 GAS METER / SEISMIC SHUT-OFF VALVE, SEE PLUMBING DRAWINGS
18 MAIN ELECTRICAL SERVICE PANEL WITH METER, SEE ELECTRICAL DRAWINGS
19 TRANSFORMER WITH PAD
20 AUTOMATIC IRRIGATION CONTROLS, SEE LANDSCAPE DRAWINGS
21 POOL
22 POOL CATCH BASIN
23 FOUNTAIN, SEE DETAILS
24 WATER FEATURE, SEE DETAILS
25 UNDERGROUND EQUIPMENT VAULT WITH ACCESS HATCH, UNDER SEP. PERMIT
26 GENERATOR
27 MAILBOX
28 POOL EQUIPMENT
29 ART
30 PLANTER
31 MOTORIZED GATE LOOP
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www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
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A-3.1
SITE PLAN -OVERALL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/16" = 1'-0"SITE PLAN 1
0'10'20' 80'40'
AREA CALCULATION -LOT COVERAGE
AREA INCLUDING EXTERIOR FOOTPRINT OF FIRST FLOOR, GARAGE,
COVERED LOGGIA, ACCESSORY STRUCTURES AND AREAS GREATER THAN 6'
ABOVE NATURAL GRADE SHALL NOT EXCEED 35%
MAX. ALLOWABLE LOT COVERAGE
35% OF LOT AREA (PER SURVEY)
31,955.97 SF
.35 x 91,302.77 SF
PROPOSED LOT COVERAGE
SITE FOOTPRINT ÷ LOT AREA
12.5%
11,412.00 SF ÷ 91,302.77 SF
AREA CALCULATION -RFA
AREA CONFINED WITHIN THE EXTERIOR WALLS OF A BUILDING. ANY FLOOR
PORTION OF A FLOOR WITH A CEILING HEIGHT GREATER THAN 14'-0" SHALL
COUNT AS TWICE THE SQUARE FOOTAGE OF THE AREA. THE AREA OF
STAIRWAYS, ELEVATOR SHAFTS SHALL ONLY BE COUNTED ONCE
REGARDLESS OF CEILING HEIGHT.
MAX. ALLOWABLE RESIDENTIAL FLOOR AREA
35% OF LOT AREA (PER SURVEY)
31,955.97 SFTOTAL ALLOWABLE RFA
.35 x 91,302.77 SF
PROPOSED MAIN RESIDENCE TOTAL SFNEW SF EXEMPT (CREDIT)
BASEMENT 7,020.6 SF
FIRST FLOOR 6,018.2 SF
SECOND FLOOR 5,484.2 SF
COVERED AREA 1,207.6 SF
GARAGE 345.6 SF
GARAGE 874.8 SF
(7,020.6 SF) 0 SF
-6,018.2 SF
-5,484.2 SF
(1207.6 SF) 0 SF
TOTAL MAIN RESIDENCE RFA 11,872.8 SF
POOL BATH 138.5 SF
STORAGE- FIRST FLOOR 138.5 SF
ADU - FIRST FLOOR 1,000.0 SF
PROPOSED ACCESSORY TOTAL SFNEW SF EXEMPT (CREDIT)
-138.5 SF
-138.5 SF
-1,000 SF
TOTAL ACCESSORY RFA 1,277 SF
TOTAL PROPOSED RFA 13,149.8 SF
TOTAL SF UNDER MAX. FLOOR AREA ALLOWED 18,678.27 SF
-345.6 SF
(850 SF) 24.8 SF
AREA CALCULATION -FAR
RESIDENTIAL FLOOR AREA RATIO. THE FLOOR AREA RATIO SHALL BE THE
NUMERICAL VALUE OBTAINED BY DIVIDING THE RESIDENTIAL FLOOR AREA
OF ANY BUILDING(S) LOCATED ON A LOT BY THE NET AREA OF THE LOT.
PROPOSED FLOOR AREA RATIO
TOTAL PROPOSED RFA ÷ LOT AREA 13,041.00 SF ÷ 91,302.77 SF
14.3%
FRONT YARD HARDSCAPE COVERAGE
HARDSCAPE MATERIALS OF DRIVEWAYS AND PEDESTRIAN WALKWAYS
INCLUDING PAVEMENT, CONCRETE, INTERLOCK PAVERS, AND THE USE OF
ARTIFICIAL TURF, SHALL NOT COVER MORE THAN 40 PERCENT OF THE
REQUIRED FRONT SETBACK OR STREET SIDE.
FRONT YARD HARDSCAPE COVERAGE
FRONT HARDSCAPE AREA ÷ FRONT SETBACK AREA 4426.68 SF ÷ 16277.19 SF
27.2%
KEY NOTES
CONTRACTOR TO PROVIDE SHORING AND BRACING PRIOR TO AND DURING ANY
DEMOLITION AS REQUIRED
A.
CONTRACTOR TO PROVIDE WEATHER PROTECTION DURING DEMOLITION AND
CONTSTRUCTION OF ADJOINING SURFACES AND SPACES. ALL AREAS NOT
IMPACTED BY CONSTRUCTION SHALL BE LEFT IN SAME CONDITION FOUND PRIOR
TO START OF CONSTRUCTION UNLESS OTHERWISE NOTED
B.
CONTRACTOR TO PROVIDE DUST CONTROL DURING DEMOLITION AND
CONSTRUCTION
C.
SITE TO BE KEPT CLEAN AND IN ACCORDANCE WITH A SITE MAINTENANCE PLAND.
STREET, CURB, AND GUTTER AND SIDEWALK ARE TO BE PROTECTED FROM
DAMAGE SUCH AS INDENTATIONS FROM TRASH CONTAINER OR OTHER HEAVY
OBJECTS PLACED ON PAVEMENT DURING CONSTRUCTION
E.
CONTRACTOR TO PROVIDE SECURITY CHAIN-LINK FENCE AROUND UNSECURED
SITE AREAS
F.
VERIFY EXISTING HARDSCAPE AND LANDSCAPE TO BE REMOVED WITH
LANDSCAPE DESIGNER, ARCHITECT, AND OWNER. ALL LANDSCAPING TO REMAIN
SHALL BE MAINTAINED AND PROTECTED FROM DAMAGE
G.
CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS
REQUIRED FOR OFFSITE IMPROVEMENTS
H.
ALL OFFSITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITHPUBLIC
WORKS STANDARD CONSTRUCTION SPECIFICATIONS AND LOCAL REQUIREMENTS
I.
AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL 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 (SEPARATE
PERMIT REQUIRED)
J.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS, OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE
AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY
K.
RESIDENTIAL SWIMMING POOLS SHALL HAVE A POOL ENCLOSURE AS REQUIRED
BY SECTION AG105 OF THE 2016 CRC:
L.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10
FEET. WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL BARRIERS
PROHIBIT MINIMUM FALL, DRAINS OR SWALES SHALL BE CONSTRUCTED TO
ENSURE DRAINAGE AWAY FROM STRUCTURE
M.
ALL HARDSCAPE ADJACENT TO THE STRUCTURE SHALL DRAIN SURFACE WATER
AWAY FROM THE FOUNDATION A MINIMUM OF 1/4 INCH PER FOOT (2%). PROVIDE
SAMPLES AND MOCK-UPS FOR OWNER / ARCHITECT REVIEW. COORDINATE W/
CIVIL DRAWINGS FOR ELEVATIONS, DRAINAGE, GRADING, ETC.
N.
NOTIFY THE GRADING INSPECTOR PRIOR TO THE START OF GRADINGO.
THESE PLANS ARE FOR BUILDING PERMIT ONLY. A SEPARATE PERMIT SHALL BE
REQUIRED FOR LANDSCAPE ELEMENTS, HARDSCAPE, SWIMMING POOL, SPA,
WATER FEATURES, AND FOUNTAINS. A SEPARATE PERMIT SHALL BE REQUIRED
FOR MECHANICAL, ELECTRICAL, AND PLUMBING. ARCHITECT WILL PROCESS
PLANS THROUGH PLAN CHECK FOR THE BUILDING PERMIT ONLY. THE
CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THE BUILDING PERMIT
ON BEHALF OF THE OWNER.
P.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS. ANY
APPLICATION FORMS OR DRAWINGS REQUIRED FOR SAID PERMITS WILL BE
PREPARED BY THE SUBCONTRACTOR AND REMUNERATION SHALL BE INCLUDED
IN THE BID
Q.
THE HEIGHT OF FENCES AND HEDGES ABOVE THE NATURAL GRADE SHALL NOT
EXCEED 36 INCHES WITHIN THE REQUIRED FRONT YARD AND 6 FEET WITHIN THE
REQUIRED SIDE YARDS AND REAR YARD
R.
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 THE LOCATION OF THE HOOK-UP.
CONSTRUCTION SHALL NOT BE WITHIN 10 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
S.
PROVIDE A 42 INCH GUARDRAIL ON TOP OF THE WALL FOR YARD AREAS WHICH
DROP VERTICAL MORE THAN 30 INCHES
T.
POOL ACCESS GATE SHALL BE EQUIPPED WITH SELF-CLOSING, SELF-LATCHING
DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54" ABOVE THE
FLOOR
U.
POOL WITH INFINITY EDGE, PROVIDE A COVER HAVING A MANUAL OR
POWER-OPERATED REEL SYSTEM IN ANY PERMANENTLY INSTALLED OUTDOOR
IN-GROUND SWIMMING POOL OR SPACE IN ONE-AND TWO-FAMILY DWELLINGS
FOR IRREGULAR-SHAPED POOL WHERE IT IS INFEASABLE TO COVER 100% OF
THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80% OF THE POOL
SHALL BE COVERED
V.
SITE PLAN NOTES
1 STANDARD PARKING STALL (8'-6" MIN. x 18'-0" MIN.)
2 COMPACT PARKING STALL (7'-6" MIN. x 15'-0" MIN.)
3 ELECTRIC VEHICLE CHARGING STATION
4 RETAINING WALL, SEE CIVIL DRAWINGS
5 SITE WALL, UNDER SEPARATE PERMIT
6 SITE FENCE
7 FRONT ENTRY WALL, UNDER SEPARATE PERMIT
8 TRASH ENCLOSURE
9 POOL ENCLOSURE FENCE (5'-0" MIN.)
10 POOL ACCESS GATE
11 FRONT ENTRY GATE
12 PEDESTRIAN GATE
13 KEYPAD WITH ANNUNCIATOR
14 STEPPING STONE
24 WATER FEATURE, SEE DETAILS
16 LIGHTWELL WITH GRATE
17 GAS METER / SEISMIC SHUT-OFF VALVE, SEE PLUMBING DRAWINGS
18 MAIN ELECTRICAL SERVICE PANEL WITH METER, SEE ELECTRICAL DRAWINGS
19 TRANSFORMER WITH PAD
20 AUTOMATIC IRRIGATION CONTROLS, SEE LANDSCAPE DRAWINGS
21 POOL
22 POOL CATCH BASIN
23 FOUNTAIN, SEE DETAILS
24 WATER FEATURE, SEE DETAILS
25 UNDERGROUND EQUIPMENT VAULT WITH ACCESS HATCH, UNDER SEP. PERMIT
26 GENERATOR
27 MAILBOX
28 POOL EQUIPMENT
29 ART
30 PLANTER
31 MOTORIZED GATE LOOP
2 - STORY
MAIN RESIDENCE
MOTOR
COURT
PORTE
COCHERE
PARKING
COURT
TERRACE
D.G. DOG RUN
KID'S PLAY AREA
COVERED
LOGGIA
DN
DN
DN
UP
SERVICE
ENTRY
BRIDGE
LAWN
GUEST
GARDEN
GUEST
PARKING
FIRE + WATER
FEATURE
LINE OF COVERED
LOGGIA
6
5
'
F
R
O
N
T
S
E
T
B
A
C
K
25' SIDE SETBACK (GROUND FLOOR)
50' SIDE SETBACK (SECOND FLOOR)
3
8
11
12
13
17 20
29
26
27
30
31
6
6
30
30
30
30
30
30 30
30
15
15
15
30
30
32
30
33
LIGHTWELL
PORTE
COCHERE
3-CAR GARAGE1-CAR
GARAGE
578.8' F.S.
572.3' F.S.
583.3' F.S.
30
SECRET GARDEN
D.G. GOLF CART PATH
582.3' F.G.
F
I
R
E
T
R
U
C
K
T
U
R
N
A
R
O
U
N
D
R
2
8' -
0
"
DRIVEWAY
16' - 0"
D
R
I
V
E
W
A
Y
1
6
' -
0
"
16' - 0"
LINE OF
BASEMENT BELOW
25' - 0"
25' - 0"
25' - 0"
25' - 0"
6 5 ' - 0 "
6
6
6
/
1
A-
3
.
1
B
/
1
A-
3
.
1
B
N.G. 582.3'589.84
BUILDING
CONTROL
POINT 'B'
BUILDING
CONTROL
POINT 'A'
90' - 4 1/2"
52
'
-
5
1
/
2
"
5' - 0"
8'
-
0
"
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
ELETRICAL SERVICE PANEL
EGRESS LADDER
6
5
'
F
R
O
N
T
S
E
T
B
A
C
K
25' SIDE SETBACK (GROUND FLOOR)
50' SIDE SETBACK (SECOND FLOOR)
E1 EASEMENT FOR INGRESS AND EGRESS
PURPOSES PER PRELIMINARY TITLE REPORT
ORDER NO. 112405416, DATED 03-29-2024. THE
LOCATION OF THE EASEMENT IS APPROXIMATE.
LINE OF ROOF ABOVE
15' - 0"
21
'
-
3
"
25' - 2"
1A
-
6
.
6
32
ENTRY
GATES
PEDESTRIAN
GATES
LINE OF
BASEMENT BELOW
(12" DEEP MAX)
N.G. 579.83
CONDENSERS,
SEE ROOF PLAN
FENCE
(E) WALL
586.8' F.F.
585.8' F.F.
585.8' F.F.585.8' F.F.
585.8' F.F.
583.8' F.F.
COVERED
ENTRY
584.8' F.F.
584.8' F.F.
584.8' F.F.
583.3' F.F.
583.8' F.F.
583.8' F.F.
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
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S
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E
N
C
E
12
0
0
R
A
N
C
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R
O
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AR
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D
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A
,
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A
A
P
P
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A-3.1A
SITE PLAN -PARTIAL
2024.08
05.21.2025
N O R T H
0'10'20'80'40'
REVISION SCHEDULE
NO. DATE
SCALE: 1" = 10'-0"SITE PLAN -PARTIAL 1
KEY NOTES
CONTRACTOR TO PROVIDE SHORING AND BRACING PRIOR TO AND DURING ANY
DEMOLITION AS REQUIRED
A.
CONTRACTOR TO PROVIDE WEATHER PROTECTION DURING DEMOLITION AND
CONTSTRUCTION OF ADJOINING SURFACES AND SPACES. ALL AREAS NOT
IMPACTED BY CONSTRUCTION SHALL BE LEFT IN SAME CONDITION FOUND PRIOR
TO START OF CONSTRUCTION UNLESS OTHERWISE NOTED
B.
CONTRACTOR TO PROVIDE DUST CONTROL DURING DEMOLITION AND
CONSTRUCTION
C.
SITE TO BE KEPT CLEAN AND IN ACCORDANCE WITH A SITE MAINTENANCE PLAND.
STREET, CURB, AND GUTTER AND SIDEWALK ARE TO BE PROTECTED FROM
DAMAGE SUCH AS INDENTATIONS FROM TRASH CONTAINER OR OTHER HEAVY
OBJECTS PLACED ON PAVEMENT DURING CONSTRUCTION
E.
CONTRACTOR TO PROVIDE SECURITY CHAIN-LINK FENCE AROUND UNSECURED
SITE AREAS
F.
VERIFY EXISTING HARDSCAPE AND LANDSCAPE TO BE REMOVED WITH
LANDSCAPE DESIGNER, ARCHITECT, AND OWNER. ALL LANDSCAPING TO REMAIN
SHALL BE MAINTAINED AND PROTECTED FROM DAMAGE
G.
CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS
REQUIRED FOR OFFSITE IMPROVEMENTS
H.
ALL OFFSITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITHPUBLIC
WORKS STANDARD CONSTRUCTION SPECIFICATIONS AND LOCAL REQUIREMENTS
I.
AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL 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 (SEPARATE
PERMIT REQUIRED)
J.
BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS, OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE
AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY
K.
RESIDENTIAL SWIMMING POOLS SHALL HAVE A POOL ENCLOSURE AS REQUIRED
BY SECTION AG105 OF THE 2016 CRC:
L.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10
FEET. WHERE LOT LINES, WALLS, SLOPES, OR OTHER PHYSICAL BARRIERS
PROHIBIT MINIMUM FALL, DRAINS OR SWALES SHALL BE CONSTRUCTED TO
ENSURE DRAINAGE AWAY FROM STRUCTURE
M.
ALL HARDSCAPE ADJACENT TO THE STRUCTURE SHALL DRAIN SURFACE WATER
AWAY FROM THE FOUNDATION A MINIMUM OF 1/4 INCH PER FOOT (2%). PROVIDE
SAMPLES AND MOCK-UPS FOR OWNER / ARCHITECT REVIEW. COORDINATE W/
CIVIL DRAWINGS FOR ELEVATIONS, DRAINAGE, GRADING, ETC.
N.
NOTIFY THE GRADING INSPECTOR PRIOR TO THE START OF GRADINGO.
THESE PLANS ARE FOR BUILDING PERMIT ONLY. A SEPARATE PERMIT SHALL BE
REQUIRED FOR LANDSCAPE ELEMENTS, HARDSCAPE, SWIMMING POOL, SPA,
WATER FEATURES, AND FOUNTAINS. A SEPARATE PERMIT SHALL BE REQUIRED
FOR MECHANICAL, ELECTRICAL, AND PLUMBING. ARCHITECT WILL PROCESS
PLANS THROUGH PLAN CHECK FOR THE BUILDING PERMIT ONLY. THE
CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THE BUILDING PERMIT
ON BEHALF OF THE OWNER.
P.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS. ANY
APPLICATION FORMS OR DRAWINGS REQUIRED FOR SAID PERMITS WILL BE
PREPARED BY THE SUBCONTRACTOR AND REMUNERATION SHALL BE INCLUDED
IN THE BID
Q.
THE HEIGHT OF FENCES AND HEDGES ABOVE THE NATURAL GRADE SHALL NOT
EXCEED 36 INCHES WITHIN THE REQUIRED FRONT YARD AND 6 FEET WITHIN THE
REQUIRED SIDE YARDS AND REAR YARD
R.
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 THE LOCATION OF THE HOOK-UP.
CONSTRUCTION SHALL NOT BE WITHIN 10 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
S.
PROVIDE A 42 INCH GUARDRAIL ON TOP OF THE WALL FOR YARD AREAS WHICH
DROP VERTICAL MORE THAN 30 INCHES
T.
POOL ACCESS GATE SHALL BE EQUIPPED WITH SELF-CLOSING, SELF-LATCHING
DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54" ABOVE THE
FLOOR
U.
POOL WITH INFINITY EDGE, PROVIDE A COVER HAVING A MANUAL OR
POWER-OPERATED REEL SYSTEM IN ANY PERMANENTLY INSTALLED OUTDOOR
IN-GROUND SWIMMING POOL OR SPACE IN ONE-AND TWO-FAMILY DWELLINGS
FOR IRREGULAR-SHAPED POOL WHERE IT IS INFEASABLE TO COVER 100% OF
THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80% OF THE POOL
SHALL BE COVERED
V.
SITE PLAN NOTES
1 STANDARD PARKING STALL (8'-6" MIN. x 18'-0" MIN.)
2 COMPACT PARKING STALL (7'-6" MIN. x 15'-0" MIN.)
3 ELECTRIC VEHICLE CHARGING STATION
4 RETAINING WALL, SEE CIVIL DRAWINGS
5 SITE WALL, UNDER SEPARATE PERMIT
6 SITE FENCE
7 FRONT ENTRY WALL, UNDER SEPARATE PERMIT
8 TRASH ENCLOSURE
9 POOL ENCLOSURE FENCE (5'-0" MIN.)
10 POOL ACCESS GATE
11 FRONT ENTRY GATE
12 PEDESTRIAN GATE
13 KEYPAD WITH ANNUNCIATOR
14 STEPPING STONE
24 WATER FEATURE, SEE DETAILS
16 LIGHTWELL WITH GRATE
17 GAS METER / SEISMIC SHUT-OFF VALVE, SEE PLUMBING DRAWINGS
18 MAIN ELECTRICAL SERVICE PANEL WITH METER, SEE ELECTRICAL DRAWINGS
19 TRANSFORMER WITH PAD
20 AUTOMATIC IRRIGATION CONTROLS, SEE LANDSCAPE DRAWINGS
21 POOL
22 POOL CATCH BASIN
23 FOUNTAIN, SEE DETAILS
24 WATER FEATURE, SEE DETAILS
25 UNDERGROUND EQUIPMENT VAULT WITH ACCESS HATCH, UNDER SEP. PERMIT
26 GENERATOR
27 MAILBOX
28 POOL EQUIPMENT
29 ART
30 PLANTER
31 MOTORIZED GATE LOOP
(E) COURT
BAJA
POOL
58'-0"x18'-0"
SPA
ADU
SUNKEN
FIRE PIT
DN
DN
DN
BBQ
UP UP
UP
FIRE + WATER
FEATURE
COVERED
PATIO
2124
26
30
30
30
30 3030
30 30
30
15
30
EASEMENT TO SOUTHERN
CALIFORNIA EDISON COMPANY FOR
PUBLIC UTILITIES PURPOSES PER
BOOK 13875, PAGE 205, RECORDED
JANUARY 8, 1936, OF OFFICIAL
RECORDS.
EASEMENT FOR PUBLIC UTILITIES
PURPOSES PER BOOK
13950, PAGE 69, OF OFFICIAL
RECORDS.
EASEMENT FOR PUBLIC UTILITIES
PURPOSES PER BOOK 13956, PAGE
218, RECORDED FEBRUARY 25, 1936,
OF OFFICIAL RECORDS.
POOL
BATH STOR.
TENNIS VIEWING
AREA
30
3030
572.3' F.F.
572.3' F.F.572.3' F.F.
578.8' F.S.
572.3' F.S.
571.3' F.S.
572.3' F.S.
570.0' F.S.
570.3' F.S.
572.3' F.S.
575.3' F.S.
GREAT LAWN
PUTTING
GREEN
D.G. GOLF CART PATH
572.5' F.G.
572.4' F.G.
35' - 0"
28
/
1
A-
3
.
1
A
/
1
A-
3
.
1
A
BUILDING CONTROL POINT 'D'BUILDING CONTROL
POINT 'C'
BUILDING CONTROL
POINT 'F'
BUILDING CONTROL
POINT 'E'
103' - 6"
144' - 1"
101' - 9 1/2"
148' - 4 1/2"
64
'
-
3
1
/
2
"
5
'
-
0
"
15
'
-
0
"
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
ADU CONDENSER
53
'
-
1
"
35
'
R
E
A
R
S
E
T
B
A
C
K
25' SIDE SETBACK (GROUND FLOOR)
50' SIDE SETBACK (SECOND FLOOR)
ADU WATER HEATER
ADU WATER HEATER
13' - 11 3/4"
6'
-
2
"
46' - 5 1/4"
12' - 8"
11
'
-
9
1
/
2
"
12' - 10 1/4"
COVERED
PATIO
(E) WALL
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
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O
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D
AR
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C
A
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A-3.1B
SITE PLAN -PARTIAL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
N O R T H
0'10'20' 80'40'
SCALE: 1" = 10'-0"SITE PLAN -PARTIAL 1
ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLANA.
ROOFING MATERIAL
FLAT ROOF:
PVC ROOFING SYSTEM -MECHANICALLY ATTACHED
PER ICC# ESR-1157 SYSTEM NO. 2
SARNAFIL CLASS A FOR COMBUSTIBLE SUBSTRATE:
• INSULATION (SEE TITLE 24 FOR REQUIREMENT)
• 1/4" DENSDECK ROOF BOARD, MECHANICALLY FASTENED
• MEMBRANE: SARNAFIL S327, S327 FELTBACK, MECHANICALLY
ATTACHED
(CONTRACTOR SHALL VERIFY CLASS "A" ASSEMBLY WITH MANUFACTURER), SEE
SPEC BOOK. PROVIDE WALK PADS FROM ROOF ACCESS HATCH TO ALL MECHANICAL
EQUIPMENT.
SLATE:
SHALL BE CAMARA SLATE PRODUCTS, CAMARA UNFADING BLACK (28), STAGGERED
COURSING WITH DOUBLE STARTER COURSE. MITERED RIDGE AND HIP DETAIL WITH
OPEN VALLEY. 7" EXPOSURE OVER 2-LAYERS LAYFAST SBS TU 43, SEE
SPECIFICATIONS
ZINC:
SHALL BE RHEINZINK PRE-WASHED GRAY .7MM OVER 1-LAYER ENKAMAT (7008 / 7010)
OVER 1-LAYER SHARKSIN ULTRA, ICC# ESR 1708. PANELS SHALL BE 14" WIDE WITH
DOUBLE LOCKING STANDING SEAM, SEE SPECIFICATIONS
ATTIC SPACE X SQ. FT. X SQ. IN. OF = _________
VENTALATION 300
REQUIRED = __________
REQUIRED VENTING TO BE PROVIDED BY ( X ) HARLEN 24" HALF ROUND
LOUVERED VENTS EACH PROVIDING 97 SQ. IN. OF VENTING FOR A TOTAL OF
X SQ. IN. SEE DETAIL X/A-9.2
ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD
DRAINS
B.
PROVIDE 5/8" PLYWOOD SHEATHING OVER 2X STRIPPING @ 16" O.C. OVER ROOF
DIAPHRAGM TO PROVIDE SLOPE TO DRAINS
C.
WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO
OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS
D.
CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING
FRAMED WITH 2X @ 16" O.C. MIN
E.
MOCK-UP OF ROOFING SHALL BE APPROVED BY ARCHITECT PRIOR TO
PROCEEDING WITH WORK
F.
GUTTERS, DOWNSPOUTS & ROOF DRAINS
GUTTERS SHALL BE CONSTRUCTED OF 16 OZ. COPPERWITH 5/8" EXPANSION
JOINTS EVERY 30 FEET MAXIMUM. GUTTERS SHALL SLOPE 1/16" PER FOOT
TOWARD DOWNSPOUTS
G.
PROVIDE DOME WIRE BASKET AT EACH DOWNSPOUT AND ROOF DRAIN.
CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE
PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY
AGAINST LEAKAGE.. SEE ROOF PLAN & ELEVATIONS FOR DOWNSPOUT
LOCATIONS.
H.
VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE
MINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED
IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATION TO BE COORDINATED
WITH ARCHITECT PRIOR TO INSTALLATION. ALL VENTS AND ROOF STACKS TO
HAVE RAIN PROTECTION CAPS. COLOR OF ALL EXPOSED VENTS AND ROOF
STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIIED OTHERWISE
BY ARCHITECT. PROVIDE PAINT SAMPLES FOR ARCHITECT'S APPROVAL
K.
ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE
DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET
I.
MECHANICAL EQUIPMENT SHALL BE MOUNTED ON MASON SPRING ISOLATORS
#SLRA-125 OR APPROVED EQUAL. PROVIDE 1 1/2" LIGHTWEIGHT CONC. OVER
EQUIP. PLATFORM
J.
PROVIDE WATERPROOFING AT ALL ROOF PENETRATIONS. ALL JOINTS AT
SHEETMETAL SHALL BE CAULKED
L.
TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING
WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTOR
N.
ATTIC VENTILATION SHALL BE A MIN. OF 1/150 OF THE AREA TO BE VENTILATED
AND SHALL HAVE A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT
EXCEEDING 1 PERM, INSTALLED ON THE WARM SIDE OF THE INSULATION.
VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS
INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND
EXTERIOR SHEATHING. VENTS SHALL BE CONSTRUCTED WITH 16 OZ COPPER
LOUVERS AND MAX. 1/4"X1/4" COPPER WIRE CLOTH PER S.M.A.C.N.A. GUIDELINES.
LOUVERS SHALL BE DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN
M.
1 VENT
2 GUTTER
3 DOWNSPOUT
4 OVERFLOW DRAIN
5 FLASHING
6 CHIMNEY
7 ACCESS LADDER
8 HOSE BIB
9 ELECTRICAL OUTLET
10 SOLAR PANELS
11 SKYLIGHT
12 CURB
13 ACCESS HATCH
14 RIDGE CAP
15 MECHANICAL EQUIPMENT
16 SWITCHED OUTLET
ROOF PLAN NOTES
KEY NOTES
ATTIC VENTILATION CALCULATION
17 DORMER
10
10
9
9
8
8
7
7
6
64
4
1
1
F
F
D
D
GG
B B
II
5
52
2
E E
CC
A A
3
3
HH
ROOF
BELOW
ROOF BELOW
TERRACE
ROOF BELOW
TERRACE
ROOF BELOW
11
/1 A-4.2A
/1 A-4.2B
/
1
A-
4
.
2
B
/
1
A-
4
.
2
A
FLAT ROOF
FLAT ROOF
FLAT ROOF
FLAT ROOF
FLAT ROOF
1
A-7.0
1
A-7.0
1
A-7.1
1
A-7.1
2
A-7.0
2
A-7.0
2
A-7.1
2
A-7.1
1
A-7.2
1
A-7.2
SOLAR PANEL
A/C
A/C
A/C
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-4.3
ROOF PLAN -
OVERALL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
0' 5'20'10' 40'
SCALE: 1/8" = 1'-0"PLAN ROOF -OVERALL 1
N
O
R
T
H
10
10
9
9
8
8
7
7
6
64
4
FF
DD
GG
B B
5
52
2
E E
CC
A A
3
3
HH
ROOF
BELOW
ROOF BELOW
TERRACE
2
10
11
6
2
1
1
1
17
17
171717
17
17 17
66
6 6
/1 A-4.3B
/
1
A-
4
.
3
B
LINE OF FRAMING BELOW
LINE OF FRAMING BELOW
LINE OF FRAMING BELOW
LINE OF FRAMING BELOW
2%
TYP.
2%
TYP.2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
FIREPLACE FLU
FIREPLACE FLU
2
4
4
12
12
12
2%
TYP.11
ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLANA.ROOFING MATERIAL
FLAT ROOF:
PVC ROOFING SYSTEM -MECHANICALLY ATTACHED
PER ICC# ESR-1157 SYSTEM NO. 2
SARNAFIL CLASS A FOR COMBUSTIBLE SUBSTRATE:
• INSULATION (SEE TITLE 24 FOR REQUIREMENT)
• 1/4" DENSDECK ROOF BOARD, MECHANICALLY FASTENED
• MEMBRANE: SARNAFIL S327, S327 FELTBACK, MECHANICALLY ATTACHED
(CONTRACTOR SHALL VERIFY CLASS "A" ASSEMBLY WITH MANUFACTURER), SEE SPEC BOOK.
PROVIDE WALK PADS FROM ROOF ACCESS HATCH TO ALL MECHANICAL EQUIPMENT.
SLATE:
SHALL BE AMERICAN SLATE CO., CHINA SEA GREEN, STAGGERED COURSING WITH DOUBLE
STARTER COURSE. MITERED RIDGE AND HIP DETAIL WITH OPEN VALLEY. 7" EXPOSURE OVER 2-
LAYERS LAYFAST SBS TU 43, SEE SPECIFICATIONS
ZINC:
SHALL BE RHEINZINK PRE-WASHED GRAY .7MM OVER 1-LAYER ENKAMAT (7008 / 7010) OVER 1-
LAYER SHARKSIN ULTRA, ICC# ESR 1708. PANELS SHALL BE 14" WIDE WITH DOUBLE LOCKING
STANDING SEAM, SEE SPECIFICATIONS
ATTIC SPACE X SQ. FT. X SQ. IN. OF = _________
VENTALATION 300
REQUIRED = __________
REQUIRED VENTING TO BE PROVIDED BY ( X ) HARLEN 24" HALF ROUND
LOUVERED VENTS EACH PROVIDING 97 SQ. IN. OF VENTING FOR A TOTAL OF
X SQ. IN. SEE DETAIL X/A-9.2
ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD
DRAINS
B.
PROVIDE 5/8" PLYWOOD SHEATHING OVER 2X STRIPPING @ 16" O.C. OVER ROOF
DIAPHRAGM TO PROVIDE SLOPE TO DRAINS
C.
WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO
OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS
D.
CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING
FRAMED WITH 2X @ 16" O.C. MIN
E.
MOCK-UP OF ROOFING SHALL BE APPROVED BY ARCHITECT PRIOR TO
PROCEEDING WITH WORK
F.
GUTTERS, DOWNSPOUTS & ROOF DRAINS
GUTTERS SHALL BE CONSTRUCTED OF 16 OZ. COPPERWITH 5/8" EXPANSION
JOINTS EVERY 30 FEET MAXIMUM. GUTTERS SHALL SLOPE 1/16" PER FOOT
TOWARD DOWNSPOUTS
G.
PROVIDE DOME WIRE BASKET AT EACH DOWNSPOUT AND ROOF DRAIN.
CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE
PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY
AGAINST LEAKAGE.. SEE ROOF PLAN & ELEVATIONS FOR DOWNSPOUT
LOCATIONS.
H.
VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE
MINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED
IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATION TO BE COORDINATED
WITH ARCHITECT PRIOR TO INSTALLATION. ALL VENTS AND ROOF STACKS TO
HAVE RAIN PROTECTION CAPS. COLOR OF ALL EXPOSED VENTS AND ROOF
STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIIED OTHERWISE
BY ARCHITECT. PROVIDE PAINT SAMPLES FOR ARCHITECT'S APPROVAL
K.
ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE
DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET
I.
MECHANICAL EQUIPMENT SHALL BE MOUNTED ON MASON SPRING ISOLATORS
#SLRA-125 OR APPROVED EQUAL. PROVIDE 1 1/2" LIGHTWEIGHT CONC. OVER
EQUIP. PLATFORM
J.
PROVIDE WATERPROOFING AT ALL ROOF PENETRATIONS. ALL JOINTS AT
SHEETMETAL SHALL BE CAULKED
L.
TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING
WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTOR
N.
ATTIC VENTILATION SHALL BE A MIN. OF 1/150 OF THE AREA TO BE VENTILATED
AND SHALL HAVE A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT
EXCEEDING 1 PERM, INSTALLED ON THE WARM SIDE OF THE INSULATION.
VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS
INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND
EXTERIOR SHEATHING. VENTS SHALL BE CONSTRUCTED WITH 16 OZ COPPER
LOUVERS AND MAX. 1/4"X1/4" COPPER WIRE CLOTH PER S.M.A.C.N.A. GUIDELINES.
LOUVERS SHALL BE DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN
M.
1 VENT
2 GUTTER
3 DOWNSPOUT
4 OVERFLOW DRAIN
5 FLASHING
6 CHIMNEY
7 ACCESS LADDER
8 HOSE BIB
9 ELECTRICAL OUTLET
10 SOLAR PANELS
11 SKYLIGHT
12 CURB
13 ACCESS HATCH
14 RIDGE CAP
15 MECHANICAL EQUIPMENT
16 SWITCHED OUTLET
ATTIC VENTILATION CALCULATION
17 DORMER
KEY NOTESROOF PLAN NOTES
0' 5'20'10'
SCALE: 1/4" = 1'-0"ROOF PLAN -PARTIAL 1
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-4.3A
ROOF PLAN -
PARTIAL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
N
O
R
T
H
ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLANA.
ROOFING MATERIAL
FLAT ROOF:
PVC ROOFING SYSTEM -MECHANICALLY ATTACHED
PER ICC# ESR-1157 SYSTEM NO. 2
SARNAFIL CLASS A FOR COMBUSTIBLE SUBSTRATE:
• INSULATION (SEE TITLE 24 FOR REQUIREMENT)
• 1/4" DENSDECK ROOF BOARD, MECHANICALLY FASTENED
• MEMBRANE: SARNAFIL S327, S327 FELTBACK, MECHANICALLY
ATTACHED
(CONTRACTOR SHALL VERIFY CLASS "A" ASSEMBLY WITH MANUFACTURER), SEE
SPEC BOOK. PROVIDE WALK PADS FROM ROOF ACCESS HATCH TO ALL MECHANICAL
EQUIPMENT.
SLATE:
SHALL BE CAMARA SLATE PRODUCTS, CAMARA UNFADING BLACK (28), STAGGERED
COURSING WITH DOUBLE STARTER COURSE. MITERED RIDGE AND HIP DETAIL WITH
OPEN VALLEY. 7" EXPOSURE OVER 2-LAYERS LAYFAST SBS TU 43, SEE
SPECIFICATIONS
ZINC:
SHALL BE RHEINZINK PRE-WASHED GRAY .7MM OVER 1-LAYER ENKAMAT (7008 / 7010)
OVER 1-LAYER SHARKSIN ULTRA, ICC# ESR 1708. PANELS SHALL BE 14" WIDE WITH
DOUBLE LOCKING STANDING SEAM, SEE SPECIFICATIONS
ATTIC SPACE X SQ. FT. X SQ. IN. OF = _________
VENTALATION 300
REQUIRED = __________
REQUIRED VENTING TO BE PROVIDED BY ( X ) HARLEN 24" HALF ROUND
LOUVERED VENTS EACH PROVIDING 97 SQ. IN. OF VENTING FOR A TOTAL OF
X SQ. IN. SEE DETAIL X/A-9.2
ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD
DRAINS
B.
PROVIDE 5/8" PLYWOOD SHEATHING OVER 2X STRIPPING @ 16" O.C. OVER ROOF
DIAPHRAGM TO PROVIDE SLOPE TO DRAINS
C.
WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO
OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS
D.
CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING
FRAMED WITH 2X @ 16" O.C. MIN
E.
MOCK-UP OF ROOFING SHALL BE APPROVED BY ARCHITECT PRIOR TO
PROCEEDING WITH WORK
F.
GUTTERS, DOWNSPOUTS & ROOF DRAINS
GUTTERS SHALL BE CONSTRUCTED OF 16 OZ. COPPERWITH 5/8" EXPANSION
JOINTS EVERY 30 FEET MAXIMUM. GUTTERS SHALL SLOPE 1/16" PER FOOT
TOWARD DOWNSPOUTS
G.
PROVIDE DOME WIRE BASKET AT EACH DOWNSPOUT AND ROOF DRAIN.
CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE
PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY
AGAINST LEAKAGE.. SEE ROOF PLAN & ELEVATIONS FOR DOWNSPOUT
LOCATIONS.
H.
VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE
MINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED
IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATION TO BE COORDINATED
WITH ARCHITECT PRIOR TO INSTALLATION. ALL VENTS AND ROOF STACKS TO
HAVE RAIN PROTECTION CAPS. COLOR OF ALL EXPOSED VENTS AND ROOF
STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIIED OTHERWISE
BY ARCHITECT. PROVIDE PAINT SAMPLES FOR ARCHITECT'S APPROVAL
K.
ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE
DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET
I.
MECHANICAL EQUIPMENT SHALL BE MOUNTED ON MASON SPRING ISOLATORS
#SLRA-125 OR APPROVED EQUAL. PROVIDE 1 1/2" LIGHTWEIGHT CONC. OVER
EQUIP. PLATFORM
J.
PROVIDE WATERPROOFING AT ALL ROOF PENETRATIONS. ALL JOINTS AT
SHEETMETAL SHALL BE CAULKED
L.
TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING
WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTOR
N.
ATTIC VENTILATION SHALL BE A MIN. OF 1/150 OF THE AREA TO BE VENTILATED
AND SHALL HAVE A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT
EXCEEDING 1 PERM, INSTALLED ON THE WARM SIDE OF THE INSULATION.
VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS
INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND
EXTERIOR SHEATHING. VENTS SHALL BE CONSTRUCTED WITH 16 OZ COPPER
LOUVERS AND MAX. 1/4"X1/4" COPPER WIRE CLOTH PER S.M.A.C.N.A. GUIDELINES.
LOUVERS SHALL BE DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN
M.
1 VENT
2 GUTTER
3 DOWNSPOUT
4 OVERFLOW DRAIN
5 FLASHING
6 CHIMNEY
7 ACCESS LADDER
8 HOSE BIB
9 ELECTRICAL OUTLET
10 SOLAR PANELS
11 SKYLIGHT
12 CURB
13 ACCESS HATCH
14 RIDGE CAP
15 MECHANICAL EQUIPMENT
16 SWITCHED OUTLET
ROOF PLAN NOTES
KEY NOTES
ATTIC VENTILATION CALCULATION
17 DORMER
6
64
4
1
1
FF
GG
II
5
52
2
E E
3
3
HH
ROOF BELOW
TERRACE
ROOF BELOW
2
2
1
1
2
1
/
1
A-
4
.
3
A
17
/1 A-4.3A
LINE OF FRAMING BELOW
LINE OF FRAMING BELOW
LINE OF FRAMING BELOW
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
2%
TYP.
PLANTER
17
17
4
4
12
12
A/C
A/C
A/C
3'
-
0
"
3'
-
0
"
3'
-
0
"
3' - 0"3' - 6"
0' 5'20'10'
SCALE: 1/4" = 1'-0"OVERALL PLAN ROOF 1
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-4.3B
ROOF PLAN -
PARTIAL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
N
O
R
T
H
ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLANA.
ROOFING MATERIAL
FLAT ROOF:
PVC ROOFING SYSTEM -MECHANICALLY ATTACHED
PER ICC# ESR-1157 SYSTEM NO. 2
SARNAFIL CLASS A FOR COMBUSTIBLE SUBSTRATE:
• INSULATION (SEE TITLE 24 FOR REQUIREMENT)
• 1/4" DENSDECK ROOF BOARD, MECHANICALLY FASTENED
• MEMBRANE: SARNAFIL S327, S327 FELTBACK, MECHANICALLY
ATTACHED
(CONTRACTOR SHALL VERIFY CLASS "A" ASSEMBLY WITH MANUFACTURER), SEE
SPEC BOOK. PROVIDE WALK PADS FROM ROOF ACCESS HATCH TO ALL MECHANICAL
EQUIPMENT.
SLATE:
SHALL BE CAMARA SLATE PRODUCTS, CAMARA UNFADING BLACK (28), STAGGERED
COURSING WITH DOUBLE STARTER COURSE. MITERED RIDGE AND HIP DETAIL WITH
OPEN VALLEY. 7" EXPOSURE OVER 2-LAYERS LAYFAST SBS TU 43, SEE
SPECIFICATIONS
ZINC:
SHALL BE RHEINZINK PRE-WASHED GRAY .7MM OVER 1-LAYER ENKAMAT (7008 / 7010)
OVER 1-LAYER SHARKSIN ULTRA, ICC# ESR 1708. PANELS SHALL BE 14" WIDE WITH
DOUBLE LOCKING STANDING SEAM, SEE SPECIFICATIONS
ATTIC SPACE X SQ. FT. X SQ. IN. OF = _________
VENTALATION 300
REQUIRED = __________
REQUIRED VENTING TO BE PROVIDED BY ( X ) HARLEN 24" HALF ROUND
LOUVERED VENTS EACH PROVIDING 97 SQ. IN. OF VENTING FOR A TOTAL OF
X SQ. IN. SEE DETAIL X/A-9.2
ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD
DRAINS
B.
PROVIDE 5/8" PLYWOOD SHEATHING OVER 2X STRIPPING @ 16" O.C. OVER ROOF
DIAPHRAGM TO PROVIDE SLOPE TO DRAINS
C.
WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO
OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS
D.
CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING
FRAMED WITH 2X @ 16" O.C. MIN
E.
MOCK-UP OF ROOFING SHALL BE APPROVED BY ARCHITECT PRIOR TO
PROCEEDING WITH WORK
F.
GUTTERS, DOWNSPOUTS & ROOF DRAINS
GUTTERS SHALL BE CONSTRUCTED OF 16 OZ. COPPERWITH 5/8" EXPANSION
JOINTS EVERY 30 FEET MAXIMUM. GUTTERS SHALL SLOPE 1/16" PER FOOT
TOWARD DOWNSPOUTS
G.
PROVIDE DOME WIRE BASKET AT EACH DOWNSPOUT AND ROOF DRAIN.
CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE
PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY
AGAINST LEAKAGE.. SEE ROOF PLAN & ELEVATIONS FOR DOWNSPOUT
LOCATIONS.
H.
VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE
MINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED
IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATION TO BE COORDINATED
WITH ARCHITECT PRIOR TO INSTALLATION. ALL VENTS AND ROOF STACKS TO
HAVE RAIN PROTECTION CAPS. COLOR OF ALL EXPOSED VENTS AND ROOF
STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIIED OTHERWISE
BY ARCHITECT. PROVIDE PAINT SAMPLES FOR ARCHITECT'S APPROVAL
K.
ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE
DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET
I.
MECHANICAL EQUIPMENT SHALL BE MOUNTED ON MASON SPRING ISOLATORS
#SLRA-125 OR APPROVED EQUAL. PROVIDE 1 1/2" LIGHTWEIGHT CONC. OVER
EQUIP. PLATFORM
J.
PROVIDE WATERPROOFING AT ALL ROOF PENETRATIONS. ALL JOINTS AT
SHEETMETAL SHALL BE CAULKED
L.
TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING
WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTOR
N.
ATTIC VENTILATION SHALL BE A MIN. OF 1/150 OF THE AREA TO BE VENTILATED
AND SHALL HAVE A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT
EXCEEDING 1 PERM, INSTALLED ON THE WARM SIDE OF THE INSULATION.
VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS
INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND
EXTERIOR SHEATHING. VENTS SHALL BE CONSTRUCTED WITH 16 OZ COPPER
LOUVERS AND MAX. 1/4"X1/4" COPPER WIRE CLOTH PER S.M.A.C.N.A. GUIDELINES.
LOUVERS SHALL BE DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN
M.
1 VENT
2 GUTTER
3 DOWNSPOUT
4 OVERFLOW DRAIN
5 FLASHING
6 CHIMNEY
7 ACCESS LADDER
8 HOSE BIB
9 ELECTRICAL OUTLET
10 SOLAR PANELS
11 SKYLIGHT
12 CURB
13 ACCESS HATCH
14 RIDGE CAP
15 MECHANICAL EQUIPMENT
16 SWITCHED OUTLET
ROOF PLAN NOTES
KEY NOTES
ATTIC VENTILATION CALCULATION
17 DORMER
4A
4A3A
3A
BB BB
CC CC
DD DD
AA AA
TRELLIS
17
17
1
2%
TYP.
2%
TYP.
2%TY
P
.
LINE OF FRAMING BELOW
EE EE
1A
1A 2A
2A
FFFF
GGGG
HH HH
TRELLIS
16" / 12"
FLAT ROOF
2%TY
P
.
17
LINE OF FRAMING BELOW
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-4.5
ACCESSORY ROOF
PLAN -OVERALL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
0' 5'20'10'
SCALE: 1/4" = 1'-0"ADU ROOF PLAN 1
N
O
R
T
H
SCALE: 1/4" = 1'-0"POOL BATH ROOF PLAN 2
DOOR & WINDOW SCHEDULE NOTES
ALL GLAZING SHALL BE SPECIFIED PER TITLE 24 UNLESS OTHERWISE NOTED.
PROVIDE SAMPLE FOR ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND
WRITTEN APPROVAL BY OWNER IS REQUIRED PRIOR TO RELEASE OF
FABRICATION
A.
WHERE REQUIRED BY CODE, ALL EXTERIOR AND INTERIOR GLAZING SHALL BE
TEMPERED UNLESS OTHERWISE NOTED, SEE GLAZING REQUIREMENTS ON
SHEET A-1.0
B.
ALIGN TOPS OF WINDOWS WITH TOPS OF DOORS IN A LEVEL PLANE ABOVE
FINISH FLOOR UNLESS OTHERWISE NOTED
C.
CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENING
DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING
D.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL DOOR AND WINDOW
UNITS, SYSTEMS, AND ASSEMBLIES WITH FIELD VERIFIED DIMENSIONS FOR
ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND WRITTEN APPROVAL BY
OWNER IS REQUIRED PRIOR TO RELEASE OF FABRICATION. CONTRACTOR SHALL
REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHTIECT
AND OWNER.
E.
SEE SHEET A-1.0 FOR SECURITY REQUIREMENTSF.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH SECURITY DEVICESG.
ALL FRAMES TO MATCH CORRESPONDING WINDOW AND DOOR FINISH UNLESS
OTHERWISE NOTED
H.
SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW AND DOOR SWING DIRECTIONI.
ALL DOORS TO INTERIOR ACCESSIBLE ROOMS SHALL BE A MINIMUM 32" IN CLEAR
WIDTH
J.
ALL REQUIRED EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET
CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR
OPENEABLE HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR
OPENABLE WIDTH DIMENSION SHALL BE 20". WHEN WINDOWS ARE PROVIDED AS
A MEANS OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT
NOT MORE THAN 44" ABOVE FINISH FLOOR
K.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH INTEGRAL ROLL DOWN
INSECT SCREENS UNLESS OTHERWISE NOTED
L.
INTERIOR DOORS SHALL HAVE A CLEARANCE NOT MORE THAN 3/8" ABOVE FINISH
FLOOR
M.
ALL EXTERIOR METAL THRESHOLD FINISHES SHALL MATCH HARDWARE UNLESS
OTHERWISE NOTED
N.
ALL WOOD DOORS SHALL BE SOLID WOOD UNLESS OTHERWISE NOTEDO.
ALL DOORS SHALL HAVE A MINIMUM OF 3 HINGES PER LEAF UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL PROVIDE TEMPORARY HINGES AS REQUIRED.
VERIFY FINISH AND HARDWARE SPECIFICATIONS WITH INTERIOR DESIGNER
P.
PROVIDE WINDOW, DOOR, AND HARDWARE SAMPLE MOCK-UPS FOR REVIEW BY
ARCHITECT AND OWNER. FINAL REVIEW AND WRITTEN APPROVAL BY OWNER IS
REQUIRED PRIOR TO RELEASE OF FABRICATION.
Q.
ALL WINDOWS AND DOORS SHALL MEET OR EXCEED MILLWORKS, ETC. WINDOW
AND DOORS OR APPROVED EQUAL. PROVIDE MOCK-UP SAMPLES FOR
ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND WRITTEN APPROVAL BY
OWNER IS REQUIRED PRIOR TO RELEASE OF FABRICATION.
R.
PROVIDE SAMPLES OF ALL WINDOW AND DOOR FINISHES TO BE REVIEWED BY
ARCHITECT AND OWNER. FINAL REVIEW AND WRITTEN APPROVAL BY OWNER IS
REQUIRED PRIOR TO RELEASE OF FABRICATION.
S.
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1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
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A-5.0
DOOR SCHEDULE -
EXTERIOR
2024.08
05.21.2025
DOOR TYPE LEGEND
EXTERIOR DOOR SCHEDULE
ID TYPE ROOM # ROOM NAME SIZE
MATERIAL FINISH GLAZING HARDWARE
DETAILS REMARKS
WIDTH HEIGHT FRAME THICKNESS HEAD JAMB THRESHOLD
POOL / ACCESSORY BUILDINGS_FFP
130-1 J 130 GUEST LOUNGE 12'-9" 8'-0" 0'-2" METAL BRONZE ANNODIZED
131-1 G 131 GUEST SUITE 1 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
133-1 G 133 GUEST SUITE 2 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
135-1 B 135 POOL BATH 3'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
136-1 B 136 POOL STORAGE 3'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
FIRST FLOOR F.F.
101-1 D 101 FOYER 6'-6" 10'-0" 0'-2" METAL BRONZE ANNODIZED
101A-1 H 101A MAIN STAIR 8'-4" 9'-6" 0'-2" METAL BRONZE ANNODIZED
102-1 H 102 DINING ROOM 8'-4" 9'-6" 0'-2" METAL BRONZE ANNODIZED
106-2 B 106 DOG ROOM 3'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
108-2 C 108 GUEST SUITE 9'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
111-1 A 111 MUD ROOM 3'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
113-1 K 113 3-CAR GARAGE 18'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
113-2 K 113 3-CAR GARAGE 9'-6" 8'-0" 0'-2" METAL BRONZE ANNODIZED
113-3 A 113 3-CAR GARAGE 3'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
114-1 K 114 GARAGE 9'-6" 8'-0" 0'-2" METAL BRONZE ANNODIZED
114-2 A 114 GARAGE 3'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
115-1 E 115 FAMILY ROOM 6'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
115-2 E 115 FAMILY ROOM 6'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
115-3 L 115 FAMILY ROOM 24'-10" 9'-0" 0'-2" METAL BRONZE ANNODIZED
116-1 M 116 KITCHEN 15'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
124-1 M 124 GALLERY 15'-0" 9'-0" 0'-2" METAL BRONZE ANNODIZED
128-2 I 128 LIBRARY / OFFICE 11'-0" 10'-0" 0'-2" METAL BRONZE ANNODIZED
128-3 I 128 LIBRARY / OFFICE 11'-0" 10'-0" 0'-2" METAL BRONZE ANNODIZED
SECOND FLOOR F.F.
202-3 E 202 PRIMARY SUITE 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED LOCKSET
202-4 E 202 PRIMARY SUITE 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED LOCKSET
202-5 E 202 PRIMARY SUITE 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED LOCKSET
209-1 F 209 FAMILY ROOM 10'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED
213-2 E 213 BEDROOM 4 6'-0" 8'-0" 0'-2" METAL BRONZE ANNODIZED LOCKSET
REVISION SCHEDULE
NO. DATE
DOOR & WINDOW SCHEDULE NOTES
ALL GLAZING SHALL BE SPECIFIED PER TITLE 24 UNLESS OTHERWISE NOTED.
PROVIDE SAMPLE FOR ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND
WRITTEN APPROVAL BY OWNER IS REQUIRED PRIOR TO RELEASE OF
FABRICATION
A.
WHERE REQUIRED BY CODE, ALL EXTERIOR AND INTERIOR GLAZING SHALL BE
TEMPERED UNLESS OTHERWISE NOTED, SEE GLAZING REQUIREMENTS ON
SHEET A-1.0
B.
ALIGN TOPS OF WINDOWS WITH TOPS OF DOORS IN A LEVEL PLANE ABOVE
FINISH FLOOR UNLESS OTHERWISE NOTED
C.
CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENING
DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING
D.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL DOOR AND WINDOW
UNITS, SYSTEMS, AND ASSEMBLIES WITH FIELD VERIFIED DIMENSIONS FOR
ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND WRITTEN APPROVAL BY
OWNER IS REQUIRED PRIOR TO RELEASE OF FABRICATION. CONTRACTOR SHALL
REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHTIECT
AND OWNER.
E.
SEE SHEET A-1.0 FOR SECURITY REQUIREMENTSF.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH SECURITY DEVICESG.
ALL FRAMES TO MATCH CORRESPONDING WINDOW AND DOOR FINISH UNLESS
OTHERWISE NOTED
H.
SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW AND DOOR SWING DIRECTIONI.
ALL DOORS TO INTERIOR ACCESSIBLE ROOMS SHALL BE A MINIMUM 32" IN CLEAR
WIDTH
J.
ALL REQUIRED EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET
CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR
OPENEABLE HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR
OPENABLE WIDTH DIMENSION SHALL BE 20". WHEN WINDOWS ARE PROVIDED AS
A MEANS OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT
NOT MORE THAN 44" ABOVE FINISH FLOOR
K.
ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH INTEGRAL ROLL DOWN
INSECT SCREENS UNLESS OTHERWISE NOTED
L.
INTERIOR DOORS SHALL HAVE A CLEARANCE NOT MORE THAN 3/8" ABOVE FINISH
FLOOR
M.
ALL EXTERIOR METAL THRESHOLD FINISHES SHALL MATCH HARDWARE UNLESS
OTHERWISE NOTED
N.
ALL WOOD DOORS SHALL BE SOLID WOOD UNLESS OTHERWISE NOTEDO.
ALL DOORS SHALL HAVE A MINIMUM OF 3 HINGES PER LEAF UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL PROVIDE TEMPORARY HINGES AS REQUIRED.
VERIFY FINISH AND HARDWARE SPECIFICATIONS WITH INTERIOR DESIGNER
P.
PROVIDE WINDOW, DOOR, AND HARDWARE SAMPLE MOCK-UPS FOR REVIEW BY
ARCHITECT AND OWNER. FINAL REVIEW AND WRITTEN APPROVAL BY OWNER IS
REQUIRED PRIOR TO RELEASE OF FABRICATION.
Q.
ALL WINDOWS AND DOORS SHALL MEET OR EXCEED MILLWORKS, ETC. WINDOW
AND DOORS OR APPROVED EQUAL. PROVIDE MOCK-UP SAMPLES FOR
ARCHITECT AND OWNER REVIEW. FINAL REVIEW AND WRITTEN APPROVAL BY
OWNER IS REQUIRED PRIOR TO RELEASE OF FABRICATION.
R.
PROVIDE SAMPLES OF ALL WINDOW AND DOOR FINISHES TO BE REVIEWED BY
ARCHITECT AND OWNER. FINAL REVIEW AND WRITTEN APPROVAL BY OWNER IS
REQUIRED PRIOR TO RELEASE OF FABRICATION.
S.
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1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
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A-5.2
WINDOW SCHEDULE
2024.08
05.21.2025
WINDOW TYPE LEGEND
WINDOW SCHEDULE
ID TYPE ROOM # ROOM NAME SASH SIZE SILL
HEIGHT
HEAD
HEIGHT MATERIAL FINISH SCREENS HARDWARE GLAZING
DETAILS
REMARKSWHHEAD JAMB SILL
002-1 B 002 POKER ROOM 8'-0" 6'-0" 3'-0" 9'-0"
101-1 L 101 FOYER 3'-7" 10'-0" 0'-0" 10'-0"
101-2 L 101 FOYER 3'-7" 10'-0" 0'-0" 10'-0"
104-1 A 104 POWDER 2'-0" 5'-0" 3'-0" 8'-0"
106-15 A 114 GARAGE 3'-0" 5'-0" 3'-0" 8'-0"
106-16 C 114 GARAGE 4'-0" 5'-3" 3'-0" 8'-3"
106-17 C 114 GARAGE 4'-0" 5'-3" 3'-0" 8'-3"
108-1 A 108 GUEST SUITE 1'-6" 5'-0" 3'-0" 8'-0"
108-2 A 108 GUEST SUITE 1'-6" 5'-0" 3'-0" 8'-0"
110-1 A 110 GUEST BATH 1'-6" 5'-0" 3'-0" 8'-0"
112-1 B 112 LAUNDRY 4'-0" 5'-0" 3'-0" 8'-0"
113-1 A 113 3-CAR GARAGE 3'-0" 5'-0" 3'-0" 8'-0"
113-2 C 113 3-CAR GARAGE 4'-0" 5'-3" 3'-0" 8'-3"
119-1 A 119 CHEF KITCHEN 2'-0" 5'-0" 3'-0" 8'-0"
120-1 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
120-2 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
120-3 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
120-4 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
120-5 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
120-6 F 120 STUDY ROOM 3'-9" 10'-0" 0'-0" 10'-0"
121-1 E 001 SECONDARY STAIR 3'-0" 16'-6" 3'-0" 19'-6"
121-2 E 001 SECONDARY STAIR 3'-0" 16'-6" 3'-0" 19'-6"
121-3 E 001 SECONDARY STAIR 3'-0" 16'-6" 3'-0" 19'-6"
121-4 E 001 SECONDARY STAIR 3'-0" 16'-6" 3'-0" 19'-6"
121-5 E 001 SECONDARY STAIR 3'-0" 16'-6" 3'-0" 19'-6"
125-1 A 125 CLOSET 2'-0" 5'-0" 3'-0" 8'-0"
126-1 A 126 POWDER 2'-0" 5'-0" 3'-0" 8'-0"
127-1 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
127-2 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
127-3 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
127-4 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
127-5 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
127-6 F 127 GALLERY 2'-10" 10'-0" 0'-0" 10'-0"
128-1 A 128 LIBRARY / OFFICE 2'-0" 5'-0" 3'-0" 8'-0"
128-2 A 128 LIBRARY / OFFICE 2'-0" 5'-0" 3'-0" 8'-0"
128-3 I 3'-6" 6'-6"
128-4 I 3'-6" 6'-6"
130-1 J 130 GUEST LOUNGE 4'-6" 9'-0" 0'-0" 9'-0"
130-2 K 130 GUEST LOUNGE 10'-8" 9'-0" 0'-0" 9'-0"
130-3 J 130 GUEST LOUNGE 4'-6" 9'-0" 0'-0" 9'-0"
132-1 G 132B WC 1 1'-6" 4'-6" 3'-0" 7'-6"
132-2 G 132 GUEST BATH 1 1'-6" 4'-6" 3'-0" 7'-6"
134-1 G 134 GUEST BATH 2 1'-6" 4'-6" 3'-0" 7'-6"
134-2 G 134B WC 2 1'-6" 4'-6" 3'-0" 7'-6"
135-1 G 135B WC 1'-6" 4'-6" 3'-0" 7'-6"
135-2 G 135A SHOWER 1'-6" 4'-6" 3'-0" 7'-6"
201-1 B 201 UPPER FOYER 6'-6" 6'-0" 2'-0" 8'-0"
201-2 D 201 UPPER FOYER 1'-6" 3'-6" 3'-6" 7'-0"
201-3 D 201 UPPER FOYER 1'-6" 3'-6" 3'-6" 7'-0"
201A-1 B 201A MAIN STAIR 7'-0" 6'-0" 2'-0" 8'-0"
203-1 B 203 PRIMARY BATHROOM 4'-0" 5'-0" 3'-0" 8'-0"
203-2 D 203C WC 1'-6" 4'-0" 3'-6" 7'-6"
203-3 B 203B SHOWER 6'-0" 6'-0" 2'-0" 8'-0"
203-4 D 203A WC 1'-6" 4'-0" 3'-6" 7'-6"
204-1 B 204 PRIMARY CLOSET 4'-0" 5'-0" 3'-0" 8'-0"
204-2 A 204 PRIMARY CLOSET 2'-0" 5'-0" 3'-0" 8'-0"
206-1 B 206 BEDROOM 3 7'-0" 6'-0" 2'-0" 8'-0"
208-1 A 208 BATH 3 2'-0" 5'-0" 3'-0" 8'-0"
210-1 B 210 BEDROOM 2 6'-0" 6'-0" 2'-0" 8'-0"
210-2 D 210 BEDROOM 2 1'-6" 4'-0" 3'-6" 7'-6"
210-3 D 210 BEDROOM 2 1'-6" 4'-0" 3'-6" 7'-6"
213-1 B 213 BEDROOM 4 4'-0" 5'-0" 3'-0" 8'-0"
213-2 A 213 BEDROOM 4 2'-0" 5'-0" 3'-0" 8'-0"
214-1 A 214 CLOSET 4 2'-0" 5'-0" 3'-0" 8'-0"
215-1 A 215 BATH 4 3'-0" 5'-0" 3'-0" 8'-0"
217-1 A 217 LAUNDRY 3'-0" 5'-0" 3'-0" 8'-0"
301-1 H 3'-6" 6'-6"
301-2 H 3'-6" 6'-6"
301-3 H 3'-6" 6'-6"
301-4 H 3'-6" 6'-6"
301-5 H 3'-6" 6'-6"
302-1 I 3'-6" 6'-6"
304-1 I 3'-6" 6'-6"
304-2 I 3'-6" 6'-6"
305-1 I 3'-6" 6'-6"
305-2 I 3'-6" 6'-6"
305-3 I 3'-6" 6'-6"
306-1 I 3'-6" 6'-6"
307-1 I 3'-6" 6'-6"
308-1 I 3'-6" 6'-6"
308-2 I 3'-6" 6'-6"
309-1 I 3'-6" 6'-6"
309-2 I 3'-6" 6'-6"
WINDOW SCHEDULE
REVISION SCHEDULE
NO. DATE
128
128
LIBRARY / OFFICE
LIBRARY / OFFICE
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
- ATTIC
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
12
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9'
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8'
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30
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584.83
596.83
606.33
614.83
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
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9'
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12
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30
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1
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1
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1
584.83
596.83
606.33
614.83
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
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12
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3
584.83'
596.83'
606.33'
614.83'
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
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12
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30
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584.83
596.83
606.33
614.83
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
SCALE: 1/8" = 1'-0"NORTH ELEVATION 2
SCALE: 1/8" = 1'-0"SOUTH ELEVATION 1
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.0
EXTERIOR
ELEVATION -
OVERALL
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/8" = 1'-0"EAST ELEVATION 3
SCALE: 1/8" = 1'-0"WEST ELEVATION 4
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
206-1
104-1
208-1
/
2
A-
6
.
1
/
2
A-
6
.
1
201-1 201A-1
101-1
201-3 201-2
128-3
301-1 301-2 301-3
128-3
102-1 101A-1
A-9.0A
2
5
A-9.0
6
A-9.0
7
A-9.0
3
A-9.0
2
A-9.0
1
A-9.0
2
2
47
10
10
10
10
9
15
7
15
41
10
10
14
39
10
47
2
14
7 39
36
15
121212
1212
12
42
10
101-1 101-2
A-9.0
4
A-9.0
8
A-9.0
10
A-9.0A
1
A-9.0
11
584.83
596.83
606.33
614.83
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
206-1
104-1
208-1
213-2214-1
106-17
111-1
108-2108-1
/
1
A-
6
.
1
/
1
A-
6
.
1
301-1
302-1
305-3
G105
102-1
5
A-9.0
2
2
47
10
10
9
15
7
15
41
10
10
14
12
36
36
2
41
9
15
122 10102
2 9
36
10
101-1
A-9.0
10
A-9.0A
1
584.83
596.83
606.33
614.83
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.1
EXTERIOR
ELEVATION -MAIN
HOUSE
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/4" = 1'-0"SOUTH ELEVATION -PARTIAL 1
SCALE: 1/4" = 1'-0"SOUTH ELEVATION -PARTIAL 2
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
12
'
-
0
"
9'
-
6
"
8'
-
6
"
30
'
-
0
"
/
2
A-
6
.
2
/
2
A-
6
.
2
210-3
210-1
210-2
209-1
121-1 121-2 121-3
108-2
301-5
G105
202-4 202-5
2
2
47
15
7
12
10
12
41
36 36
12 12
36
2
50
51
50
9
2
14
14
2 9
115-3 116-1 120-6 120-5 120-4
584.83
596.83
606.33
614.83
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
12
'
-
0
"
9'
-
6
"
8'
-
6
"
30
'
-
0
"
/
1
A-
6
.
2
/
1
A-
6
.
2
210-3
210-1
203-2
203-3
203-4
128-2
301-4 301-5
128-4
202-3 202-4 202-5
6
A-9.0
7
A-9.0
2
2
47
15
7
12
10
12
41
36
51
50
9
2
14
14
121212
36
15
14
10
A-9.0
12
127-6127-5127-4
115-3 116-1124-1
584.83'
596.83'
606.33'
614.83'
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.2
EXTERIOR
ELEVATION -MAIN
HOUSE
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/4" = 1'-0"NORTH ELEVATION -PARTIAL 1
SCALE: 1/4" = 1'-0"NORTH ELEVATION -PARTIAL 2
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
/
1
A-
6
.
3
/
1
A-
6
.
3
106-16 113-2
305-1 304-1
9
7
10
41
12
10
39
36
15
15
2
52
2
50
2
584.83'
596.83'
606.33'
614.83'
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
/
2
A-
6
.
3
/
2
A-
6
.
3
128-1 128-2126-1112-1
213-1 204-2
203-1
115-2
A-9.0A
2
7 10
15
47
7
39
10
2 2
14
2
14
50
2
7
10
36
15
14
50 14
51
A-9.0
9
A-9.0
15
584.83
596.83
606.33
614.83
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.3
EXTERIOR
ELEVATION -MAIN
HOUSE
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/4" = 1'-0"EAST ELEVATION -PARTAIL 2
SCALE: 1/4" = 1'-0"EAST ELEVATION -PARTIAL 1
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
/
2
A-
6
.
4
/
2
A-
6
.
4
110-1
113-1 113-2 114-1
304-2 305-2
47
10
9
2
50
2
10
36
584.83
596.83
606.33
614.83
SECOND FLOOR SUBFLOOR
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
FIRST FLOOR SUBFLOOR
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
/
1
A-
6
.
4
/
1
A-
6
.
4
119-1
121-3 121-4 121-5
217-1 215-1
110-1
5
A-9.0
6
A-9.0
10
7
39
2
50
1247
10
14
50
14
51
36
14
36
2 10
36
9
7
39
10 2
120-3 120-2 120-1
584.83'
596.83'
606.33'
614.83'
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
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A
T
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N
A-6.4
EXTERIOR
ELEVATION -MAIN
HOUSE
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/4" = 1'-0"WEST ELEVATION -PARTIAL 1
SCALE: 1/4" = 1'-0"WEST ELEVATION -PARTIAL 2
POOL / ACCESSORY BUILDINGS_FFP
EL.572.33
MAX ACCESSORY
EL.588.33
16
'
-
0
"
ACCESSORY T.O.PLATE
EL.582.08
9'
-
9
"
6'
-
3
"
525247
7 10
3936
15
2
41
2 1010
308-2 309-2
POOL / ACCESSORY BUILDINGS_FFP
EL.572.33
MAX ACCESSORY
EL.588.33
16
'
-
0
"
132-2 132-1134-2
ACCESSORY T.O.PLATE
EL.582.08
9'
-
9
"
6'
-
3
"
130-2134-1
24712
7
10
10
3936
15
10
15
41
POOL / ACCESSORY BUILDINGS_FFP
EL.572.33
MAX ACCESSORY
EL.588.33
16
'
-
0
"
131-1 130-1 133-1
ACCESSORY T.O.PLATE
EL.582.08
9'
-
9
"
6'
-
3
"
247 1212
7
393615
10
10
306-1307-1
POOL / ACCESSORY BUILDINGS_FFP
EL.572.33
MAX ACCESSORY
EL.588.33
16
'
-
0
"
ACCESSORY T.O.PLATE
EL.582.08
9'
-
9
"
6'
-
3
"
247
7 10
3936
15
2
41
2
309-2 308-1
STUCCO
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
STONE VENEER
THIN STONE VENEER (ADHERED) & DIMENSIONAL STONE CLADDING
A.MATERIAL: LIMESTONE, CAPISTRANO, THE STONE INDUSTRY
B.FINISH: HONED
C.GROUT JOINT: (RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.MATERIAL: LIMESTONE
B.FINISH: HONED
C.GROUT JOINT: RAKED
WOOD / EXTERIOR MILLWORK
OUTRIGGERS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
EAVE BOARDS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
BEAMS
A. MATERIAL: THERMORY AGED ASH
B.FINISH: STAIN, SMOOTH
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
KEY NOTES
MATERIALS, GENERAL
EXTERIOR ELEVATION NOTES
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
52 ESPALIER WALLS PER LANDSCAPE
7
39 36
15
41
2104710
7
247
7
39
41
15
1210
130-3
10
10
7
2
7
15
12 7
41
39
47
130-1
10
36
135-1 135-2
7
3936
15
41
2 10 47 10
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.5
EXTERIOR
ELEVATION
-ACCESSORY
BUILDINGS
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/4" = 1'-0"EAST ELEVATION -BBQ 7
SCALE: 1/4" = 1'-0"EAST ELEVATION -ADU 3
SCALE: 1/4" = 1'-0"WEST ELEVATION -ADU 1
SCALE: 1/4" = 1'-0"WEST ELEVATION -BBQ 5SCALE: 1/4" = 1'-0"NORTH ELEVATION -BBQ 6
SCALE: 1/4" = 1'-0"S ELEVATION -ADU 2
SCALE: 1/4" = 1'-0"NORTH ELEVATION -ADU 4
SCALE: 1/4" = 1'-0"SOUTH ELEVATION -BBQ 8
T.O PLATE
EL.604.83
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
MAX HEIGHT
EL.613.33
8'
-
6
"
9'
-
6
"
12
'
-
0
"
30
'
-
0
"
25' - 0"25' - 0"25' - 0"25' - 0"
PR
O
P
E
R
T
Y
L
I
N
E
FI
R
S
T
F
L
O
O
R
S
E
T
B
A
C
K
2N
D
F
L
O
O
R
S
E
T
B
A
C
K
PR
O
P
E
R
T
Y
L
I
N
E
FI
R
S
T
F
L
O
O
R
S
E
T
B
A
C
K
2N
D
F
L
O
O
R
S
E
T
B
A
C
K
TY
P
4'
-
0
"
4"
T
Y
P
5'
-
0
"
4"
5'
-
0
"
4"
NEIGHBOR
1210 RANCHO ROAD
ARCADIA, CA
NEIGHBOR
1168 RANCHO ROAD
ARCADIA, CA
66' - 10"38' - 10"
A-6.6
1
584.83
596.83
606.33
614.83
STUCCO
2-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
3-COAT CEMENT PLASTER (STUCCO), SEE SPECIFICATIONS
PRE-CAST
G.F.R.C. (GLASS FIBER REINFORCED CONCRETE, (SEE SPECIFICATIONS)
A.SMOOTH FINISH
B.SANDED FINISH
C.TRAVERTINE FINISH
D.STANDARD COLOR
E.CUSTOM COLOR
STONE VENEER
THIN STONE VENEER (ADHERED)
A.SPECIFY MATERIAL
B.SPECIFY FINISH (HONED, ROUGH HONED, SPLIT, BUSH HAMMERED)
C.SPECIFY GROUT JOINT (DRY, STACK, RAKED)
THICK STONE VENEER
A.SPECIFY MATERIAL
B.SPECIFY FINISH (HONED, ROUGH HONED, SPLIT, BUSH HAMMERED)
C.SPECIFY GROUT JOINT (DRY, STACK, RAKED)
DIMENSIONAL STONE CLADDING
A.SPECIFY MATERIAL
B.SPECIFY FINISH (HONED, ROUGH HONED, SPLIT, BUSH HAMMERED)
C.SPECIFY GROUT JOINT (DRY, STACK, RAKED)
KEY NOTES
MATERIALS, GENERAL
CONTRACTOR TO FIELD VERIFY BUILDING HEIGHTS AND THE ALLOWABLE
BUILDING ENVELOPE. INFORM ARCHITECT OF ANY DISCREPANCIES
A.
CONTRACTOR TO COORDINATE FINISH SURFACE ELEVATIONS OF ALL
HARDSCAPE WITH LANDSCAPE AND CIVIL DRAWINGS. INFORM ARCHITECT OF
ANY DISCREPANCIES
B.
AT STUCCO (CEMENT PLASTER), PROVIDE CONTINUOUS METAL WEEP SCREED AS
REQUIRED BY CODE, SEC R703.6.2.1, SEE DETAILS
C.
AT MECHANICALLY ATTACHED STONE AND BRICK, PROVIDE FLASHING AND
MINIMUM 3/8" DIA. WEEP HOLES AT 30" MIN. O.C. AS REQUIRED PER SEC R703.7.2
D.
STONE INSTALLATION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
E.
ALL DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTEDF.
CONTRACTOR SHALL PROVIDE MOCK-UPS OF ALL EXTERIOR FINISHES AND
ASSEMBLIES FOR ARCHITECT'S REVIEW AND OWNER'S APPROVAL PRIOR TO
FABRICATION AND INSTALLATION
G.
STRUCTURE SHALL COMPLY TO LOCAL GOVERNING HIGH FIRE HAZARD SEVERITY
ZONE AS REQUIRED
H.
THE FIRST NINE FEET, MEASURED FROM GRADE, OF EXTERIOR WALLS AND
DOORS SHALL BE BUILT AND MAINTAINED WITH GRAFFITI-RESISTANT FINISH.
EXCEPTION: A BUILDING WHERE THE BUILDING OWNER FILES A 'COVENANT AND
AGREEMENT REGARDING MAINTENANCE OF BUILDING (GRAFFITI REMOVAL)' WITH
THE DEPARTMENT. AGREEING TO REMOVE THE GRAFITTI WITHING SEVEN DAYS
OF THE GRAFFITI BEING APPLIED OR WITHIN 72 HOURS OF BEING NOTIFIED BY
THE DEPARTMENT TO REMOVE THE GRAFITI (SEC.91.6306)
I.
BUILDING ELEMENTS
1 PRE-CAST (CFRC)
2 CEMENT PLASTER (STUCCO)
3 PLASTER
4 VENETIAN PLASTER
5 5/8" TYPE "X" GYP. BRD. W/ SKIM COAT
25 FOUNDATION / FOOTING
26 CONCRETE SLAB ON GRADE
28 FLOOR JOIST
29 PLYWOOD SUB-FLOOR
30 3" FINISH FLOOR ASSEMBLY
31 BATT INSULATION
32 SOUND INSULATION
50 GUARDRAIL AT 42" ABOVE F.F.
51 HANDRAIL AT 34" - 38" ABOVE F.F.
33 CEILING JOIST
34 ROOF RAFTERS
35 ROOF SHEATHING
36 CLASS "A" ROOFING ASSEMBLY
37 BELOW GRADE WATERPROOFING
27 CONCRETE DUST SLAB
38 WEEP SCREED
41 ATTIC VENT
42 ENTRY DOOR
43 DECORATIVE UNDERFLOOR VENT
44 HOSE BIB, RECESSED SUPPLY BOX
45 HOSE BIB, STANDARD
46 WATERPROOF ELECTRIC OUTLET
47 CUSTOM LIGHT FIXTURE
48 NATURAL GAS SUPPLY
49 SKYLIGHT
39 COPPER GUTTER
40 WATER FEATURE
6 CONCRETE
7 WOOD
8 STAIN GRADE HARD WOOD
9 PAINT GRADE WOOD
10 STONE - VENEER
11 STONE - SLAB
15 METAL
12 TEMPERED GLASS
13 DECORATIVE / ART GLASS
14 WROUGHT IRON
16 METAL, CORRUGATED
18 RUBBER
17 TILE, PORCELAIN / CERAMIC
19 EPOXY COATING
20 CARPET
EXTERIOR FINISH MATERIALS
RUBBLE STONE CLADDING
A.SPECIFY MATERIAL
B.SPECIFY FINISH (HONED, ROUGH HONED, SPLIT, BUSH HAMMERED)
C.SPECIFY GROUT JOINT (DRY, STACK, RAKED)
STONE COLUMNS, PANELS, BANDING, AND TRIM
A.SPECIFY MATERIAL
B.SPECIFY FINISH (HONED, ROUGH HONED, SPLIT, BUSH HAMMERED)
C.SPECIFY GROUT JOINT (DRY, STACK, RAKED)
WOOD / EXTERIOR MILLWORK
TRIM
A. SPECIFY MATERIAL (CEDAR, REDWOOD, DOUGLAS FIR, HARDWOOD)
B.SPECIFY FINISH (STAIN, PAINT, ANTIQUE, CUSTOM, ROUGH SAWN, SMOOTH)
SIDING
A. SPECIFY MATERIAL (CEDAR, REDWOOD, DOUGLAS FIR, HARDWOOD)
B.SPECIFY FINISH (STAIN, PAINT, ANTIQUE, CUSTOM, ROUGH SAWN, SMOOTH)
BEAMS
A. SPECIFY MATERIAL (CEDAR, REDWOOD, DOUGLAS FIR, HARDWOOD)
B.SPECIFY FINISH (STAIN, PAINT, ANTIQUE, CUSTOM, ROUGH SAWN, SMOOTH)
RAFTER TAILS
A. SPECIFY MATERIAL (CEDAR, REDWOOD, DOUGLAS FIR, HARDWOOD)
B.SPECIFY FINISH (STAIN, PAINT, ANTIQUE, CUSTOM, ROUGH SAWN, SMOOTH)
SAMPLES AND MOCK-UPS OF ALL EXTERIOR MATERIALS TO BE SUBMITTED FOR
ARCHITECT REVIEW AND OWNER APPROVAL PRIOR TO FABRICATION AND
INSTALLATION.
EXTERIOR ELEVATION NOTES
4'
-
8
"
4'
-
0
"
M
A
X
.
4"
5'
-
0
"
M
A
X
.
PLASTER PILASTER
STONE CAP
CUSTOM WROUGHT IRON FENCE
CUSTOM WROUGHT IRON MOTOR GATE
2' - 0" TYP
TYP
4"
1/
2
"
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-6.6
EXTERIOR
ELEVATION -FENCE
2024.08
05.21.2025
SCALE: 1/8" = 1'-0"FENCE ELEVATION 2
REVISION SCHEDULE
NO. DATE
SCALE: 1" = 1'-0"FRONT GATE / FENCE DETAIL 1
FIRST FLOOR F.F.
EL.583.33
25' - 0"25' - 0"25' - 0"25' - 0"
PR
O
P
E
R
T
Y
L
I
N
E
FI
R
S
T
F
L
O
O
R
S
E
T
B
A
C
K
2N
D
F
L
O
O
R
S
E
T
B
A
C
K
PR
O
P
E
R
T
Y
L
I
N
E
FI
R
S
T
F
L
O
O
R
S
E
T
B
A
C
K
2N
D
F
L
O
O
R
S
E
T
B
A
C
K
NEIGHBOR
1210 RANCHO ROAD
ARCADIA, CA
NEIGHBOR
1168 RANCHO ROAD
ARCADIA, CA
(E) GRADE
39' - 0"69' - 3 1/2"
580.4' @ STREET
587.6' @ STREET
584.83
581.9'
589.1'
FIRST FLOOR F.F.
583.33
FIRST FLOOR F.F.
583.33
FIRST FLOOR F.F.
583.33
584.83
584.83
584.83
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
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S
I
D
E
N
C
E
12
0
0
R
A
N
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O
A
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AR
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A
D
I
A
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C
A
HO
A
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A-6.7
EXTERIOR
ELEVATION -COLOR
2024.08
05.21.2025
REVISION SCHEDULE
NO. DATE
SCALE: 1/8" = 1'-0"FRONT COLORED ELEVATION W/ NEIGHBORS 1
SCALE: 1/8" = 1'-0"FRONT COLORED ELEVATION 2
EAST COLORED ELEVATION SCALE: 1/8" = 1'-0"
WEST COLORED ELEVATION SCALE: 1/8" = 1'-0"
3
4
T.O PLATE
EL.604.83
6PER PLAN
12
19
RECESSED EAVE OUTLET
WHERE OCCURS PER
PLANS. COVER TO BE PAINTED
TO MATCH WOOD.
ARLINGTON INBOX OR EQUAL
3/4" T&G
5/8" DENSGLASS
UNDERLAYMENT
SEE ROOF PLAN FOR SPECS
FRAMING PER STRUCTURAL
PLYWOOD ROOF SHEATHING
SEE STRUCTURAL
SLATE TILE ROOFING
SEE ROOF PLAN FOR SPECS
BATT INSULATION
PER T-24
INTERIOR FINISH,
SEE INTERIOR
ELEV.
HARDWOOD
FASCIA PANEL
DECORATIVE
WOOD CORBEL
S T R U C T U R A LPER
1' - 6"
1 1/4"
606.33
SEE PLAN
FA
S
T
F
L
A
S
H
6"
P
R
O
S
O
C
O
WINDOW PER
SCHEDULE AND
APPROVED SHOP
DRAWINGS
BLOCKING AS
REQUIRED
FRAMING, SEE
STRUCTURAL
INTERIOR FINISH, SEE
INTERIOR ELEVATIONS
PLYWOOD SHEATHING
SEE STRUCTURAL PLANS
CASING, SEE
INTERIOR
ELEVATIONS
BUG SCREEN,
WHERE OCCURS
FINISH BEYOND
EXTERIOR INTERIOR
BATT INSULATION
SEE TITLE 24
ENERGY CALCS
PROSOCO AIR DAM
STONE WINDOW
CASING
CEMENT PLASTER
(STUCCO); SEE
WALL TYPE DETAIL
9"
WINDOW FLASHING
1/2"1"
4"
SE
E
P
L
A
N
PROSOCO FAST FLASH
6"
WINDOW PER SCHEDULE
AND APPROVED SHOP
DRAWINGS
CEMENT PLASTER
(STUCCO); SEE WALL
TYPE DETAIL
FRAMING, SEE
STRUCTURAL
INTERIOR FINISH, SEE
INTERIOR ELEVATIONS
PLYWOOD SHEATHING
SEE STRUCTURAL PLANS
CASING, SEE INTERIOR
ELEVATIONS
BUG SCREEN,
WHERE OCCURS
EXTERIOR
INTERIOR
BATT INSULATION
SEE TITLE 24
ENERGY CALCS
PROSOCO AIR
DAM
4"
STONE WINDOW CASING
1/
2
"
1"
SEE PLAN
6"
M
I
N
.
1/
4
"
1"
CASING BEYOND
BUG SCREEN,
WHERE OCCURS
WOOD SILL
APRON PER
INTERIOR
DRAWINGS
INTERIOR FINISH, SEE
INTERIOR ELEVATIONS
BATT INSULATION,
SEE TITLE 24
ENERGY CALCS
CEMENT PLASTER
(STUCCO); SEE WALL
TYPE DETAIL
FRAMING PER
STRUCTURAL
STAINLESS
STEEL SILL PAN
W/STEEL MESH
WINDOW PER
SCHEDULE AND
APPROVED SHOP
DRAWINGS
FINISH BEYOND
60 MINUTE
GRADE D-
BUILDING PAPER
PROSOCO FAST
FLASH
SLOPE
PROSOCO AIR DAM
EXTERIOR INTERIOR
3"
3"
STONE WINDOW
CASING
4"
STONE BASE
CUT STONE, SEE WALL
TYPE DETAILS
LINE OF FINISH GRADE,
VERIFY WITH CIVIL
DRAWINGS
1/
4
"
FIRST FLOOR F.F.
1'
-
0
"
1 1/2"
2"
10
"
1/2"1"
1"
9"
STONE MIDBAND
LINE OF FINISH
SECOND FLOOR F.F.
2"
1"
10
1
/
2
"
1
1
/
2
"
1'
-
3
"
3 1/2"
3"
1"
11
"
8
1
/
2
"
2'
-
1
1
1
/
2
"
1
1
/
2
"
5"
6' - 1"
1 1/2"1' - 0 1/2"1 1/2"7"PER SCHEDULE 7"1 1/2"1' - 0 1/2"1 1/2"
4' - 5"
PE
R
S
C
H
E
D
U
L
E
EQEQ
CUT STONE
SURROUND
WINDOW PER
SCHEDULE 5'
-
1
1
/
2
"
CUT STONE
SILL
TYP.
1 1/2"
4"
FIRST FLOOR F.F.
EL.583.33
SECOND FLOOR F.F.
EL.595.33
6"
6"
2'
-
6
"
12
'
-
0
"
6"
4"
11
"
4"
5"
1'
-
3
"
10
'
-
9
"
1'
-
0
"
4"
9'
-
9
"
2
1
/
2
"
5"
STONE MIDBAND
STONE QUOIN
REFER DETAIL
COLUMN CAP
COLUMN BASE
STONE PILASTER
RECESSED PANEL
EXTERIOR LIGHTING FIXTURE
FRONT ENTRY STEPS TY
P
1'
-
4
"
A-9.0
11
584.83
596.83
1"
9
1
/
2
"
1/
2
"
1"
1'
-
0
"
1/2"
1/2"
1"5 1/2"1"
1/2"
1/2"
9 1/2"
ZINC SURROUND
ZINC SILL
1"10"1"
2"6"2"
4 1/2"3"4 1/2"
DOWNPIPE
GUTTER
LEADER BOX
FIRST FLOOR F.F.
EL.583.33
3
1
/
4
"
3/
4
"
6"
1/
2
"
2'
-
0
1
/
4
"
1/
2
"
6"
3/
4
"
3'
-
6
"
M
I
N
.
584.83
9"
5"
1
1
/
2
"
8
1
/
2
"
1/
2
"
3
1
/
2
"
3'
-
5
1
/
2
"
3"2"1"
1' - 7"
1'
-
4
"
T
Y
P
3/
8
"
3/
8
"
3/
8
"
3/
8
"
1'
-
3
1
/
4
"
1/
8
"
1/
8
"
STONE QUOIN T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
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C
A
HO
A
A
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P
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A
T
I
O
N
A-9.0
HOA DETAILS
2024.08
05.21.2025
SCALE: 1 1/2" = 1'-0"TYP EAVE DETAIL 7 SCALE: 3" = 1'-0"STEELWORKS -OUTSWING HEAD 3
SCALE: 3" = 1'-0"STEELWORKS -OUTSWING JAMB 2
SCALE: 3" = 1'-0"STEELWORKS -OUTSWING SILL 1
REVISION SCHEDULE
NO. DATE
SCALE: 3" = 1'-0"TYPICAL STONE BASE 5
SCALE: 3" = 1'-0"TYPICAL STONE MIDBAND 6
SCALE: 1" = 1'-0"DORMER DETAIL -ELEVATION 4
SCALE: 1" = 1'-0"COLUMN @ DRONT ENTRY DETAIL -ELEVATION 9
SCALE: 3" = 1'-0"ROOF VENT DETAIL -ELEVATION 8
SCALE: 3" = 1'-0"LANTERN -WALLL MOUNT 14
SCALE: 3" = 1'-0"LANTERN @ PILASTER 13
SPECIFICATIONS
FRANCESCAS 6 MEDIUM WALL BLOOM
SCROLL RETOUCHED -WALL MOUNT
MASTER LANTERN
APPROX. 2'-6" H X 1'-0" W
-ALL BRASS
-ACID STAIN
-HEAVY SEEDED GLASS WITH TRUE LEADED
LIGHTS
SPECIFICATIONS
JUAN AVI PILASTER COLLECTION ADG LIGHTING
ADG LANTERN
MASTER LAMP
APPROX. 2'-6" H X 1'-0" W
-ALL BRASS
-ACID STAIN
-HEAVY SEEDED GLASS WITH TRUE LEADED
LIGHTS
SCALE: 1 1/2" = 1'-0"LEADER BOX DETAIL -ELEVATIONS 10
SCALE: 1 1/2" = 1'-0"WROUGHT IRON RAILING DETAIL -ELEVATION 12
SCALE: 3" = 1'-0"QUOIN DETAIL 11
FIRST FLOOR F.F.
EL.583.33
PER DOOR SCHEDULE1/2"4"1/2"4"
STONE DOOR
CASING (TYP.)
DOOR PER SCHEDULE
4"
1/
2
"
PE
R
D
O
O
R
S
C
H
E
D
U
L
E
11
1
/
2
"
8'
-
6
1
/
2
"
TY
P
I
C
A
L
10
"
584.83
PE
R
W
I
N
D
O
W
H
E
I
G
H
T
2"
EQ
2"
EQ
2"
EQ
2"
2 1/4"PER WINDOW WIDTH 2"
EQ
1
EQ
1
6
1
/
2
"
TYP
2 1/2"
EQ2 EQ2
4"
1/
2
"
5"
1
1
/
2
"
4"
PE
R
W
I
N
D
O
W
S
C
H
E
D
U
L
E
1/2"4"1/2"4"PER WINDOW SCHEDULE
WINDOW PER SCHEDULE
STONE WINDOW CASING
DECORATIVE
SHUTTER
STONE WINDOW CASING
STONE WINDOW SILL
T: 3 1 0 . 4 4 4 . 1 4 0 4
F: 3 1 0 . 4 4 4 . 1 4 0 5
www.landrydesigngroup.com
1818 S. SEPULVEDA BLVD.
LOS ANGELES, CA 90025
DATE
JOB #
TA
N
G
R
E
S
I
D
E
N
C
E
12
0
0
R
A
N
C
H
O
R
O
A
D
AR
C
A
D
I
A
,
C
A
HO
A
A
P
P
L
I
C
A
T
I
O
N
A-9.0A
HOA DETAILS
2024.08
05.21.2025
SCALE: 1 1/2" = 1'-0"DOOR -ELEVATION 1
REVISION SCHEDULE
NO. DATE
SCALE: 1 1/2" = 1'-0"TYP. WINDOW W/ DECORATIVE SHUTTERS 2