Zaid Soudani
(818) 422-6141
Assoc. AIA | NCARB
zaid.a.soudani@gmail.com
SPACE FLUX
ARCHITECTURAL
BArch + CM minor | Assoc. AIA | NCARB
USEFUL
ROTUNDA
ADDITION SUBTRACTION
VOID http://archinect.com/zaidsoudani
EDGE CONDITION
COURTYARD
EMERGE
WRAP
ATRIUM
NOTHINGNESS
VOLUME
https://www.linkedin.com/in/zaidsoudani
EMPTINESS
TERRACE
BOUNDARY
INTERACTION
zaid.a.soudani@gmail.com
ABSENCE
NEXUS
(818) 422-6141
Design Philosophy Innovative space making through proactive problem solving, investigation, and research. Paying attention to the small details while focusing on the overall concept. Finding a visions and unique identity to each project. Every project deserves an individual and distinct approach. Doing architecture justice by thoughtful and anchored decisions to provide powerful and personal architecture relevant to the user, program and context.
xi
Table of Contents
Malibu
Pacific Palisades
Venice
View Heights
Silverlake
Professional Single Family Dwelling
Professional Single Family Dwelling
Professional 2 Unit Development
Professional 5 Unit Development
Professional 6 Unit Development
06
18
28
34
40
01
02 03 04 05
Malibu Location: Malibu,California Architect: Bogdan Tomelvski Colega Architects Role: Project Manager Woosley Fire Rebuild Status: Under Planning Review Address: Cuthbert Rd., Malibu CA Neighborhood: Zuma Beach Jurisdiction: Malibu Use of Site: Vacant Total Land Area: 45,187 SF Zoning: RR2 Residential
01
06
Malibu
01 Custom Single Family Home With views of the ocean in the distance the goal was to direct the home to the south. The home wraps itself around a central courtyard. The main public bar is at the front of the property, the private wing and guest wing flank the courtyard.
PL
PL
PL
980
975
PL
970
985
PL
CL PL
990
965
CL PL
PL
994
990
985
980
975
PL
970
PL
PL
965
960
Site Plan
CL
ENTRY
G
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
INT. WALL F.O.S.
H
I
J
J.2
K GARAGE F.O.S.
F
EXT. WALL F.O.S.
E
CLERESTORY F.O.S.
D
INT. WALL F.O.S.
C
ENTRY WALL F.O.S.
B
EXT. WALL F.O.S.
EXT. WALL F.O.S. 1
W
DR
1
A
13
12
12
11
2
WALL F.O.S.
WALL F.O.S.
3
INT. WALL F.O.S.
INT. WALL F.O.S. 3
1
2
4
EXT. WALL F.O.S.
EXT. WALL F.O.S. 4
5
CLERESTORY F.O.S.
CLERESTORY F.O.S. 5
2 6
STRUC. C.L.
7
STRUC. C.L.
8
CLERESTORY F.O.S.
9
EXT. WALL F.O.S.
STRUC. C.L.
6
STRUC. C.L.
7
3
DW
4 CLERESTORY F.O.S. 8 EXT. WALL F.O.S. 9
5
9
6
DW
8 10
10
INT. WALL F.O.S.
INT. WALL F.O.S. 10
7 EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
INT. WALL F.O.S.
ENTRY WALL F.O.S.
INT. WALL F.O.S.
CLERESTORY F.O.S.
EXT. WALL F.O.S.
GARAGE F.O.S.
EXT. WALL F.O.S. 11
EXT. WALL F.O.S.
11
EXT. WALL F.O.S.
1. Entry 2. Living 3. Dining 4. Kitchen 5. Pantry 6. Garage 7. Powder 8. Family Room 9. Office 10. Guest Suite 11. Laundry 12. Secondary Suite 13. Primary Suite
A
B
C
D
E
F
G
H
I
J
J.2
K
Floor Plan PROJECT
South
North
Massing
Elevations
South
North
A
B
C
D
E
F
G
H
I
J
J.2
TOP OF ROOF +992'-6"
TOP OF ROOF +992'-6"
DBL T.P. MAIN +991'
DBL T.P. MAIN +991'
T.O. FLAT ROOF +988'
DBL T.P. WINGS +986'
MAIN FLOOR/T.O. SLAB +977' GARAGE/T.O. SLAB +976' WINGS FLOOR/T.O. SLAB +975'
Section
T.O. FLAT ROOF +988'
DBL T.P. WINGS +986'
MAIN FLOOR/T.O. SLAB +977' GARAGE/T.O. SLAB +976' WINGS FLOOR/T.O. SLAB +975'
6" MIN.
GUARDRAIL BASESHOE
W8x31
INTERIOR ROOFING PER PLAN. WRAP UP WALL 6" MIN.
BOLT CONNECTION TO SS PLATE PER STRUCTURAL
COUNTERSINK BOLTS WRAP BASESHOW W/ SHEET METAL CLADDING
JOISTS PER PLAN
3/8" SS PLATE (DRILLED AND TAPPED)
FINISH DECK PER PLAN
PEDESTAL SYSTEM
RIP STRIPS
SS BASEPLATE W/ LAGSCREWS INTO BLOCKING PER STRUCTURAL (ROUTE OUT PLYWOOD FOR FLUSH INSTALL)
ROOFING PER PLAN
PEEL AND STICK FLEXIBLE SELFDRYWALL HEALING FLASHING (LAP 6" MIN) (WRAP INTO WINDOWPER OPENING) PLAN
DRYWALL PER PLAN
COUNTERSINK BOLTS JOISTS PER PLAN
FINISH DECK PER PLAN
PEDESTAL SYSTEM
MIN. 4" SPACING
FINISH PER PLAN COPING CAP
BUILDING WRAP
RIP STRIPS
FLASHING
SHEATHING PER STRUCTURAL TEMPERED GLASS PER MFR.
MIN. 24" SPACING
STUCCO
STUCCO PER PLAN TRELLIS PER STRUCTURAL
PEDESTAL SYSTEM
W8x31
CAULK SEAM PAINTABLE
CAULK SEAM PAINTABLE
PEDESTAL FINISH PER PLAN 1.5"x1.5" SS POST
ROOF SHEATING PER STRUCTURAL
TEMPERED GLASS PER MFR.
RIP STRIPS
GUARDRAIL BASESHOE
6" MIN.
6x BEAM PER STRUCTURAL
W8x31
3/8" STIFFENER FIN
WRAP BASESHOW W/ SHEET METAL CLADDING
BOLT CONNECTION TO SS PLATE PER STRUCTURAL RJ's PER STRUCTURAL
2x BLOCKING PER STRUCTURAL WRAP BASESHOW W/ SHEET METAL CLADDING
UNDERLAYMENT BEAM PER GRADE STRUCTURAL EXTERIOR RADIANT ROOF SHEATHING
3/8" SS PLATE (DRILLED AND TAPPED)
PER STRUCTURAL PEDESTAL FINISH PER PLAN
UNVENTED ROOF ASSEMBLY PER PEDESTAL FINISH PER PLAN 1.5"x1.5" SS POST
SS BASEPLATE W/ LAGSCREWS INTO BLOCKING PER STRUCTURAL (ROUTE OUT PLYWOOD FOR FLUSH INSTALL) DRY WALL
ROOFING PER PLAN
TOP PL 8x11x5/8 HSS 4x4x1/2
MIN. 4" SPACING
MIN. 24" SPACING
BEAM PERROOF PLANSHEATING PER STRUCTURAL
MIN. 4" SPACING
RIP STRIPS LAG SCREW PER STRUCTURAL COUNTERSINK FLAT HEAD OR 6x BEAM PER STRUCTURAL WELD STUD TO STRINGER MOUNTING PLATE FLUSH
W8x31 HSS 4x4x1/2
GUTTER
ROOF SHEATING PER STRUCTURAL
BEAM PER PLAN
RIP STRIPS
FINISH PER PLAN
5/8" SHEATHING APP UNDERSIDE OF ENC
6x BEAM PER STRUCTURAL
2x BLOCKING PER STRUCTURAL
DRY WALL
RJ's PER STRUCTURAL BEAM PER PLAN 3/8" STIFFENER FIN LAG SCREW PER STRUCTURAL COUNTERSINK FLAT HEAD OR WELD STUD TO STRINGER MOUNTING PLATE FLUSH
3/8" STIFFENER FIN HSS 4x4x1/2
STRINGERS PER STRUCTURAL UNVENTED ROOF ASSEMBLY PER
COUNTERSINK BOLTS PLATE PER STRUCTURAL JOISTS PER PLAN
EMBEDDED BASE PL 8x11x5/8
FINISH DECK PER PLAN
BEAM PER PLAN
UNVENTED ROOF ASSEMBLY RJ's PER STRUCTURAL BEAM PER PLAN RR. PER STRUCTURAL FINISH PLAN BATT INSULATION PER T-24PERUNVENTED ROOF ASSEMBLY PER FINISH PER PLAN 5/8" SHEATHING APPLIED TO UNDERSIDE OF ENCLOSED ROOF EAVE
2x BLOCKING PER STRUCTURAL PLATE PER STRUCTURAL
EMBEDDED BASE PL 8x11x5/8
GUTTER
SLOPE TO DRAIN
SS BASEPLATE W/ LAGSCREWS INTO BLOCKING PER STRUCTURAL (ROUTE OUT PLYWOOD FOR FLUSH INSTALL)
ROOFING PER PLAN
HSS PER STRUCTURAL
TRELLIS PER STRUCTURAL
SLOPE TO DRAIN PEDESTAL SYSTEM
PEDESTAL SYSTEM
1.5"x1.5" SS POST
4x6 HT BEAM
ROOFING PER PLAN. WRAP UP WALL 6" MIN.
PEDESTAL SYSTEM RIP STRIPS STRINGERS PER STRUCTURAL
UNVENTED ROOF ASSEMBLY
BEAM PER PLAN
RR. PER STRUCTURAL
"J" MOLD
"J" MOLD
BATT INSULATION PER T-24 FINISH PER PLAN RIP STRIPS FOR SLOPE PER ROOF PLAN SPRAY FOAM OR RIGID INSULATION BETWEEN RIP STRIPS PER T-24 -OVER CONDITIONED AREAS ONLY (AIR IMPERMEABLE) -WHEN REQ. PROVIDE R5 AIR IMPERMEABLE RIGID INSULATION BOARD ON UNDERSIDE OF SHEATHING
W8x31 W8x31 4x6 HT BEAM
W8x31
ROOFING PER PLAN
4x6 HT BEAM
UNDERLAYMENT EXTERIOR GRADE RADIANT ROOF SHEATHING PER STRUCTURAL SLOPE TO DRAIN
INTERIOR
EXTERIOR
INTERIOR
CAULK SEAM PAINTABLE
COUNTERSINK BOLTS JOISTS PER PLAN
CAULK SEAM PAINTABLE
HSS 4x4x1/2
DRYWALL PER PLAN
DRYWALL PER PLAN
FINISH DECK PER PLAN
JOISTS PER PLAN PEDESTAL SYSTEM
FINISH DECK PER PLAN
PEDESTAL SYSTEM
PEEL AND STICK FLEXIBLE SELFHEALING FLASHING (LAP 6" MIN) COPING CAPINTO WINDOW OPENING) (WRAP
PEEL AND STICK FLEXIBLE SELFHEALING FLASHING (LAP 6" MIN) (WRAP INTO WINDOW OPENING)
GUTTER
COPING CAP
W8x31 W8x31
BUILDING WRAP FLASHING
FLASHING DRY WALL
SHEATHING PER STRUCTURAL
SHEATHING PER STRUCTURAL
DRIPWEEP METAL SCREED
WEEP SCREED
BEAM PER PLAN DRIP METAL BEAM PER PLAN
FINISH PER PLAN
TEMPERED GLASS PER MFR.
R MFR.
6" MIN.
HSS 4x4x1/2
BOLT CONNECTION TO SS PLATE PER STRUCTURAL
O SS PLATE
ED AND TAPPED)
3/8" SS PLATE (DRILLED AND TAPPED)
R PLAN
PEDESTAL FINISH PER PLAN
6" MIN.
GUARDRAIL BASESHOE
OE
BUILDING WRAP ROOFING FINISH PER PLAN PER PLAN. WRAP UP WALL 6" MIN. TOP PL 8x11x5/8
ROOFING PER PLAN. WRAP UP WALL 6" MIN.
EMBEDDED BASE PL 8x11x5/8
BEAM PER STRUCTURAL HSS 4x4x1/2 TRELLIS PER STRUCTURAL
5/8" SHEATHING APPLIED TO UNDERSIDE OF ENCLOSED ROOF EAVE
LAG SCREW PER STRUCTURAL COUNTERSINK FLAT HEAD OR WELD STUD TO STRINGER PLATE FLUSH BUILDINGMOUNTING WRAP FINISH PERPER PLAN PLATE STRUCTURAL STRINGERS PER STRUCTURAL BEAM PER STRUCTURAL
SLOPE TO DRAIN
TOP PL 8x11x5/8 HSS 4x4x1/2
"J" MOLD
FINISH PER PLAN
DRY WALL DRY WALL BEAM PER PLAN SHADE POCKET PER MFR
RIP STRIPS
POCKET PER MFR BEAMSHADE PER PLAN LAG SCREW PER STRUCTURAL COUNTERSINK FLAT HEAD OR WELD STUD TO STRINGER MOUNTING PLATE FLUSH
HSS 4x4x1/2 HSS 4x4x1/2
6x BEAM PER STRUCTURAL
LAG SCREW PER STRUCTURAL COUNTERSINK FLAT HEAD OR WELD STUD TO STRINGER MOUNTING PLATE FLUSH PLATE PER STRUCTURAL
PLATE PER STRUCTURAL
EMBEDDED BASE PL 8x11x5/8 2x BLOCKING PER STRUCTURAL
R STRUCTURAL
SLOPE TO DRAIN
FINISH PER PLAN
FINISH PER PLAN
ROOF SHEATING PER STRUCTURAL
PER STRUCTURAL
BEAM PER PLAN
RR. PER STRUCTURAL
TRELLIS PER STRUCTURAL
SS BASEPLATE W/ LAGSCREWS INTO BLOCKING PER STRUCTURAL (ROUTE OUT PLYWOOD FOR FLUSH INSTALL)
RUCTURAL
UNVENTED ROOF ASSEMBLY
BATT INSULATION PER T-24
PEDESTAL SYSTEM
GSCREWS INTO CTURAL OD FOR
RIP STRIPS
RIP STRIPS
STUCCO PER PLAN
STUCCO PER PLAN
BUILDING WRAP
FINISH DECK PER PLAN
SLOPE TO DRAIN
COUNTERSINK BOLTS
EXTERIOR
TOP PL 8x11x5/8
RJ's PER STRUCTURAL
RJ's PER STRUCTURAL
EMBEDDED BASE PL 8x11x5/8
UNVENTED ROOF ASSEMBLY RR. PER STRUCTURAL
STRINGERS PER STRUCTURAL STRINGERS PER STRUCTURAL
BATT INSULATION PER T-24 FINISH PER PLAN
UNVENTED ROOF ASSEMBLY PER
Details PEDESTAL SYSTEM
JOISTS RIP PER STRIPS PLAN
FINISH DECK PER PLAN
PEDESTAL SYSTEM
RIP STRIPS
UNVENTED ROOF ASSEMBLY PER
HSS PER STRUCTURAL
HSS PER STRUCTURAL
WEEP S
UNDERLAYMENT
EXTERIOR GRADE RADIANT ROOF SPRAY FOAM OR RIGID INSULATION BETWEEN RIP STRIPS PER T-24 PER STRUCTURAL -OVER CONDITIONED AREAS ONLY (AIR IMPERMEABLE) -WHEN REQ. PROVIDE R5 AIR IMPERMEABLE RIGID INSULATION BUILDING WRAPOF SHEATHING BOARD ON UNDERSIDE ROOFIN SLOPE TO DRAIN WRAP U FINISH PER PLAN ROOFING PER PLAN
3/8" SS PLATE (DRILLED AND TAPPED)
HSS 4x4x1/2
MIN. 24" SPACING
SLOPE TO DRAIN
BOLT CONNECTION TO SS PLATE PER STRUCTURAL
PEEL AN RIP STRIPS FOR SLOPE PER ROOF HEALING (WRAP I SPRAY FOAM OR RIGID INSULATION BUILDIN -OVER CONDITIONED AREAS ONLY -WHEN REQ. PROVIDE R5 AIR IMPE BOARD ON UNDERSIDE OFSHEATH SHEATH ROOFING PER PLAN
DRIPSLOPE METALPER RIP STRIPS FOR ROOF PLAN PER MFR SHADE POCKET
WEEP SCREED
GUARDRAIL BASESHOE
TOP PL 8x11x5/8
EXTERIOR
INTERIOR
BUILDING WRAP EXTERIOR FINISH PER PLAN
BEAM PER STRUCTURAL
6" MIN.
4x6 HT BEAM
G
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
INT. WALL F.O.S.
H
I
J
J.2
K GARAGE F.O.S.
F
EXT. WALL F.O.S.
E
CLERESTORY F.O.S.
D
INT. WALL F.O.S.
C
ENTRY WALL F.O.S.
B
EXT. WALL F.O.S.
EXT. WALL F.O.S. 1
W
DR
1
A
13
12
12
11
2
WALL F.O.S.
WALL F.O.S.
3
INT. WALL F.O.S.
INT. WALL F.O.S. 3
1
2
4
EXT. WALL F.O.S.
EXT. WALL F.O.S. 4
5
CLERESTORY F.O.S.
CLERESTORY F.O.S. 5
2 6
STRUC. C.L.
7
STRUC. C.L.
STRUC. C.L.
6
STRUC. C.L.
7
3
DW
8
CLERESTORY F.O.S.
9
EXT. WALL F.O.S.
4
CLERESTORY F.O.S. 8 EXT. WALL F.O.S. 9
5
9
6
DW
8 10
10
INT. WALL F.O.S.
INT. WALL F.O.S. 10
7 EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
EXT. WALL F.O.S.
INT. WALL F.O.S.
ENTRY WALL F.O.S.
INT. WALL F.O.S.
CLERESTORY F.O.S.
EXT. WALL F.O.S.
GARAGE F.O.S.
EXT. WALL F.O.S. 11
EXT. WALL F.O.S.
11
EXT. WALL F.O.S.
1. Entry 2. Living 3. Dining 4. Kitchen 5. Pantry 6. Garage 7. Powder 8. Family Room 9. Office 10. Guest Suite 11. Laundry 12. Secondary Suite 13. Primary Suite
A
B
C
D
E
F
G
H
I
J
J.2
K
Colored Floor Plan PROJECT
24" BASE 24" BASE CABINET CABINET w/ SLIDE w/ SLIDE OUTOUT SHELVES 10SHELVES NOT USED
2
24" UPPER 24" UPPER CABINETS CABINETS
3
3
14" UPPER 14" UPPER CABINETS CABINETS
4
4
AP-3 FLOOR FLOOR TO CEILING TO CEILING CABINETS CABINETS
5
5
4" TOE 4" TOE KICKKICK
6
6
ADJUSTABLE ADJUSTABLE SHELVES SHELVES
7
7
DRAWER DRAWER BEHIND BEHIND
8
8
SPICE SPICE RACK-PULL RACK-PULL OUTOUT
9
9
PULL PULL OUTOUT TRASH TRASH
KITCHEN APPLIANCES
HOOD * 100CFM at 3.0 Sones
1/2"
COMBINATION MICROWAVE/THERMAL WALL OVEN
AP-4
DISHWASHER
AP-5
REFRIGERATOR/FREEZER
AP-6
GARBAGE DISPOSAL
AP-7
AIR GAP
AP-8
DISPOSAL AIR SWITCH
FX-1
KITCHEN SINK
FX-2
KITCHEN FAUCET
NOTNOT USED USED
10
FINISHES
AP-1AP-1 RANGE RANGE
3'-0"
RANGE
AP-2
KITCHEN FIXTURES
KITCHEN KITCHEN APPLIANCES APPLIANCES 2'-6 3/4"
AP-1
CF-1
CEILING FINISH 1
CT-1
STONE COUNTERTOP
CW-1
CABINETRY PANELING Lavato Oak by StyleLite
CW-2 AP-2AP-2 HOOD HOOD * 100CFM * 100CFM at 3.0 at Sones 3.0 Sones
WWW.COLEGA-LA.COM
3/4"
1
2
4334 SEPULVEDA BLVD. CULVER CITY, CA 90230 T: 310.437.0396 E: info@colega-LA.com
2'-6"
2'-6 1/2" 9'-11 3/8"
1
10
4'-3 1/2"
PULL OUT TRASH
9
2'-6"
1'-11 3/8"
2'-0"
DESCRIPTION KEYNOTE KEYNOTEDESCRIPTION
CABINETRY PANELING Alabaster Velvet by StyleLite
FL-1
FLOOR FINISH
SP-1
SPLASH
4"
COMBINATION MICROWAVE/THERMAL MICROWAVE/THERMAL WALL WALL OVEN OVEN AP-3AP-3 COMBINATION AP-4AP-4 DISHWASHER DISHWASHER
WF-1
WALL FINISH 1
AC-1
TAMBOUR DOOR/STORAGE
AP-6AP-6 GARBAGE GARBAGE DISPOSAL DISPOSAL
AC-2
DOOR PULL 1
GAPGAP AP-7AP-7 AIR AIR
AC-3
DOOR PULL 2
LT-6
PENDENT LIGHT 1 — KITCHEN
LT-16
UNDER CABINET LIGHTING
2'-1/2" ACCESSORIES
LIGHTING
2'-9 5/8"
DISPOSAL AIR AIR SWITCH SWITCH AP-8AP-8 DISPOSAL
PANTRY 11'-8 5/8"
SCALE: 1/2" = KITCHEN SCALE: 1/2" =
1'-0"
1'-0"
C KITCHEN KITCHEN FIXTURES FIXTURES A-4.20
FX-1FX-1 KITCHEN KITCHEN SINKSINK
B A-4.20 KEYNOTE
NOTE: REFER TO SHEET AD-X.XX FOR TYPICAL MOUNTING HEIGHTS
KITCHEN FAUCET FAUCET FX-2FX-2 KITCHEN
DESCRIPTION
FINISHES FINISHES
1
24" BASE CABINET w/ SLIDE OUT SHELVES
2
24" UPPER CABINETS
3
14" UPPER CABINETS
4
FLOOR TO CEILING CABINETS
5
4" TOE KICK
6
ADJUSTABLE SHELVES
7
DRAWER BEHIND
CW-2CW-2 CABINETRY CABINETRY PANELING PANELING Alabaster Alabaster Velvet Velvet by StyleLite by StyleLite
8
SPICE RACK-PULL OUT
FL-1FL-1
9
PULL OUT TRASH
10
NOT USED
STONE COUNTERTOP COUNTERTOP CT-1CT-1 STONE CW-1CW-1 CABINETRY CABINETRY PANELING PANELING Lavato Lavato OakOak by StyleLite by StyleLite 6'-2 1/4"
AP-1
RANGE
AP-2
HOOD * 100CFM at 3.0 Sones
AP-3
COMBINATION MICROWAVE/THERMAL WALL OVEN
2'-0"
RENDERINGS RENDERINGS 44 NOT NOT TOTO SCALE SCALE
KITCHEN APPLIANCES
2'-0"
2'-0"
CF-1CF-1 CEILING CEILING FINISH FINISH 1 1
4'-3/4"
FLOOR FLOOR FINISH FINISH
SP-1SP-1 SPLASH SPLASH WF-1WF-1 WALL WALL FINISH FINISH 1 1
DISHWASHER
AP-5
REFRIGERATOR/FREEZER
AP-6
GARBAGE DISPOSAL
AP-7
AIR GAP
AP-8
DISPOSAL AIR SWITCH
2'-6"
AP-4
CABINETRY PANELING Lavato Oak by StyleLite
FLOOR FINISH
4"
SP-1 WF-1
2'-1/2"
2'-1/2"
2'-1/2"
3'-6"
2'-1"
2'-1/2"
2'-1/2"
2'-7 1/2"
16'-1/2"
114.1 114.1
1'-9 1/8"
10'-1/4"
8'-0"
2'-6"
SPLASH 101.1 101.1 WALL FINISH 1
1'-9 1/8"
3'-6"
ACCESSORIES
AC-1
TAMBOUR DOOR/STORAGE
AC-2
DOOR PULL 1
AC-3
DOOR PULL 2
LT-6
PENDENT LIGHT 1 — KITCHEN
LT-16
UNDER CABINET LIGHTING
1'-9 1/8"
1'-9 1/8"
2'-7 1/2"
2'-6 3/4"
7 3/4"
Pantry
2'-1"
LIGHTING
3'-7 1/2"
C Kitchen A-4.20 SCALE: 1/2" = 1'-0" PANTRY
16'-1/2"
NOTE: REFER TO SHEET AD-X.XX FOR TYPICAL MOUNTING HEIGHTS
18 18
Interiors
17 17 A-4.20 D
KITCHEN ISLAND SCALE: 1/2" =
1'-0"
F A-4.20
ENTRY ENTRY
101 101
A TV Wall A-4.20
KITCHEN SCALE: 1/2" =
2 2
3'-4"
G - APRWFR
2'-10 1/4"
2'-6 3/4"
2'-6 3/4" 10'-3"
16'-1/2"
1'-0"
3/4"
3/4"
1 1
CABINETRY PANELING Alabaster Velvet by StyleLite
FL-1
2'-6 3/4"
d d TITLE:
STONE COUNTERTOP
CW-2
AMILY DWELLING - APRWFR AMILY DWELLING - APRWFR
CEILING FINISH 1
CT-1
1/2"
CF-1
CW-1
LT-16 LT-16 UNDER UNDER CABINET CABINET LIGHTING LIGHTING
NOTE: NOTE: REFER REFER TO SHEET TO SHEET AD-X.XX AD-X.XX FOR FOR TYPICAL TYPICAL MOUNTING MOUNTING HEIGHTS HEIGHTS
4"
3'-0"
2'-6 3/4"
1/2"
FINISHES
LIGHTING LIGHTING LT-6LT-6 PENDENT PENDENT LIGHT LIGHT 1 —1KITCHEN — KITCHEN
3'-0"
KITCHEN FAUCET
2'-6 3/4"
KITCHEN SINK
FX-2
WWW.COLEGA-LA.COM
3/4"
KITCHEN FIXTURES FX-1
AC-2AC-2 DOOR DOOR PULL PULL 1 1 AC-3AC-3 DOOR DOOR PULL PULL 2 2
4334 SEPULVEDA BLVD. CULVER CITY, CA 90230 T: 310.437.0396 E: info@colega-LA.com
2'-6"
2'-6"
ACCESSORIES ACCESSORIES AC-1AC-1 TAMBOUR TAMBOUR DOOR/STORAGE DOOR/STORAGE
2'-11 35/64"
4'-1/4"
1/2" 1'-7 1/2"
1'-7 5/8"
1'-2 51/64"
4"
16'-1/2"
2'-0"
10"
REFRIGERATOR/FREEZER AP-5AP-5 REFRIGERATOR/FREEZER
NOT FOR CONSTRUCTION
2'-1/2"
WWW.COLEGA-LA.COM WWW.COLEGA-LA.COM
2'-1"
29636 Cuthbert Road Malibu, CA 90265
3'-6"
NEW SINGLE FAMILY DWELLING - APRWFR
2'-1/2"
ENLARGED KITCHEN DRAWINGS
2'-1/2"
4334 SEPULVEDA BLVD. CULVER CITY, CA 90230 4334 SEPULVEDA BLVD. T: 310.437.0396 CULVER CITY, CA 90230 E: 310.437.0396 info@colega-LA.com T: E: info@colega-LA.com
2'-1/2"
LIVING ROOM TV W SCALE: 1/2" =
Pacific Palisades Location: Pacific Palisades, California Architect: Bogdan Tomelvski Colega Architects Role: Project Manager + Designer + CM Single-Family Residential Development Status: Under Construction Address:Haverford Ave, Pacific Palisades CA Neighborhood: Rusric Canyon Jurisdiction: Los Angeles Use of Site: Existing Single Family Home Total Land Area: 6,592 SF Zoning: R1H1 Residential
02
18
Palisades
02 Custom Single Family Home Blending into the hillside this 4 story homes steps up with the topography. 2 levels of basements with 2 stories above the home is designed to take advantage of the length of the property.
image courtesy of Colega Architects
1. Garage 2. Gym + Spa 3. Wine Cellar
PL
PL
PL
PL
PL
UP
6
5
4
3
2
1
7 8 9
11
10
3
1
2
PL PL
PL
PL
PL
Basement Level 2
Floor Plans PL
PL
PL
PL
PL
PL PL
PL
PL
PL
4. Entry 5. Family Room 6. Secondary Bedroom 7. Green Roof
PL
PL
PL
PL
PL
DN
22
21
20
19
18
17
16
15
14
13
6
5
4
3
2
1
7 12 8
6 9
11
10
4
7 5 6
PL PL
PL
Basement Level 1
PL
PL
8. Living 9. Dining 10. Kitchen 11. Pantry 12. Powder
PL
PL
PL
PL
PL
DW 22
21
20
19
18
17
16
15
14
13
6
5
4
3
2
1
7
12
11
DR W
12 8
9
DW
9
11
10
8
10
PL
UP
PL
16
15
14
13
12
9
11
8
10
7
6
5
4
3
PL
2
1
PL
PL
First Floor
PL
PL
PL
PL
PL
PL
UP
PL
16
15
14
13
12
9
11
8
10
7
PL
6
5
4
3
2
1
PL
PL
13. Primary Suite 14. Secondary Suite 15. Laundry
PL
PL
PL
PL
W
DR
PL
15
14
13
PL PL
PL
Second Floor
PL
PL
East
Elevations
West
North
South
Elevations
Kitchen
Powder
Interiors
Fireplace
Venice Location: Venice Beach, California Architect: Bogdan Tomelski Colega Architects Role: Project Manager + Designer Demo Duplex & Lot Split Status: Ownership Hold Address: 317 & 319 Venice Way, Venice CA Neighborhood: Venice Beach Jurisdiction: Los Angeles Use of Site: Residential Total Land Area: 2,131 SF & 2,146 SF Zoning: RD1.5-1-O
03
28
Venice
03 2 Unit Development The Slim property width presents unique challenges. The design intent for the two separate units is to create entertainment spaces for the beach side property. Similar in interior layout the front facades have distance variations.
image courtesy of Colega Architects
image courtesy of Colega Architects
1212 12
1212 12
1616 16
1010 10
1616 16
1010 10 1515 15
1515 15 66 6
66 6
1111 11
1111 11
99 9
99 9
1414 14
1414 14
55 5
55 5
88 8
88 8 44 4
44 4
1313 13
1313 13 1. Entry 2. Sunken Living Room 3. Sunken Patio 4. Bedroom 5. Bathroom 6. Garage 7. Primary Suite 8. Primary Bathroom 9. Primary Closet 10. Bedroom 11. Laundry 12. Balcony 13. Living Room 14. Dining 15. Kitchen 16. Powder 17. Balcony
11 1
11 1
22 2
22 2
77 7
77 7
1717 17
33 3
33 3
Second Floor
Ground Floor
Floor Plans
1212 12
1212 12
1.1.Entry Entry 1. Entry 2.2.Sunken Sunken 2. Sunken Living Living Living Room Room Room 3.3.Sunken Sunken 3. Sunken Patio Patio Patio 4.4.Bedroom Bedroom 4. Bedroom
Third Floor 7.7.Primary Primary 7. Primary Suite Suite Suite 8.8.Primary Primary 8. Primary Bathroom Bathroom Bathroom 9.9.Primary Primary 9. Primary Closet Closet Closet 10. 10.Bedroom 10. Bedroom Bedroom
13. 13.Living 13. Living Living Room Room Room 14. 14.Dining 14. Dining Dining 15. 15.Kitchen 15. Kitchen Kitchen 16. 16.Powder 16. Powder Powder
1717 17
North
Elevations
South
East
Elevations
West
Elevations
View Heights Location: Los Angeles, California Architect: Gregory Williams MASS Architecture & Design Build Role: Project Manager Small Lot Development Status: Under Zoning Review Address: 4555 W 63rd St., Los Angeles CA Neighborhood: Park Mesa Heights Jurisdiction: South Los Angeles Use of Site: Vacant Total Land Area: 6,701 SF Zoning: RD-1.5-1 Residential
04
34
View Heights
04 5 unit small lot development
3 2
3
2
2
12 11 10 9
(15) R @ 7.2" = 9'-0"
8 7 6
UP
(15) R @ 7.2" = 9'-0"
1
(14) T @ 10"
UP
UP
(14) T @ 10"
2
(15) R @ 7.2" = 9'-0"
(15) R @ 7.2" = 9'-0"
4 3
(15) R @ 7.2" = 9'-0"
(14) T @ 10"
5
(14) T @ 10"
1 3
UP UP
1 2
UP
3 4
5
6
7
1
1
1
1 4 4
4
3 3 2
3
2 2
1 1
1
1. Entry 2. Garage 3. Suite
63RD. STREET Ground Floor
Floor Plans
2
13
ALLEY
14
(14) T @ 10"
OVERHILL DRIVE
3
15
2
West
4
4 15
5
4 7
DN
15
7 DN
13
DN
11 13
3'-0"
DN
10 12
4555 B
4555 C
9 11 8 10 7 9 6 8
5
5
7 6
4. Kitchen 5. Dining 6. Living 7. Powder
5
DN DN
12 14
7
7
DN
14
DN
6
4
CLEAR
4555 D
4555 E 3'-0"
5
CLEAR
UP
4555 a
DN
UP DN
7
UP
UP
UP
6
UP UP
6
6
6
UP
4555 B
4
4555 C
4555 E
4555 D
4555 a
Second Floor
East
9
10
10
9
9
8 1 1 1
DN
2 3 1
2 3 1
UP
DN UP
8. Suite 9. Bathroom 10. Bedroom
DN
4 2
4 2
5 3
5 3
6 4
6 4
7 5
7 5
6
6
7
7
8
DN
8
8
7 6 8
6 8
7
7
6
6
DN
2 3 1
DN
4 2 5 3 6 4
DN
7 5
UP
6
DN
7
UP
UP
1 8
8
8 7
8
10
7 6 8 7 6
UP
2 3 1
8
4 2 3 4
8
Third Floor
Floor Plans
Elevations
South
11. Primary Suite 12. Suite 13. Family Room
11
11 1
DN
2 3
2 3
4
4
5 OPEN TO ABOVE
5 DN
UP
1
OPEN TO ABOVE
6 7
11
11
9 8 UP
11
2 3 4 5
7
11
8
1
2
2
3
3
UP
7
8
6
DN
9
7
11
UP
UP
OPEN TO ABOVE
6
9
1
5
7
6
DN
ALLEY
1 DN
3
5
6
1 2
6
7
11
4555 C 4555 D
4555 E
13
5 4
4555 B
4
4
12 4555 B
4555 C 4555 D
Fourth Floor
North 14. Rooftop Deck
OPEN TO BELOW
FAU
14
DN
FAU
16
16
15
15
14
14
13 12
13
OPEN TO BELOW
12 OPEN TO BELOW
11 DN
14
FAU
14
FAU DN
10
11 10 9 8
9 8
1
7 6 5
7
1
2
6
2
3
5
3
DN
16 15
OPEN TO BELOW
14 13 OPEN TO BELOW
11 10
DN
9 8 7
1 2
6
3
5
4 4
FAU
12
ALLEY
14
14
4
Roof
Floor Plans
Elevations
4555 E
Silverlake Location: Los Angeles, California Architect: Gregory Williams MASS Architecture & Design Build Role: Job Captain + 3D model + 2D drafting Multi-Family Residential Development Status: Under Construction Address: 2811 W Waverly, Los Angeles CA Neighborhood: Silverlake Jurisdiction: Hollywood Use of Site: Existing 6 Unit Apartments Total Land Area: 9,892 SF Zoning: RD-1.5-1XL Residential
05
40
Silverlake
05 5 unit small lot development
image courtesy of Mass Architecture & Design Build
PRODUCED BY AN AUTODESK STUDENT VERSION
Site Plan
IRRIGATION CONTROLLER 1
REAR YARD SET BACK 27'-0"
BACK-UP MIRROR ON WALL
2
18'-0"
1
WHITE
454.50' F.S.
2'-0"
(N) STANDARD PARKING STALL 8'-6"x18'
455.5' FS 457.00'
FS
P
7
CRICKET
GUTTER FLOW
CRICKET
2'-0" 472.74' F.R. SLOPE: 1/4": 12
UP
2
YA
RD
"
SE
67'-9"
7
9
10 11 12
6. NEW FRONT STEPS & PORCH REFER TO A1.8 FOR PLAN & DETAILS
BROWN
85
'-0
.76
"
'
13. 4" HIGH CONC. CURB
N UN EW DE SIT 1 R E R 9'A SE ET 5" PE AIN RA IN TE G W PE AL 3 REQ 15'RM L SE UIR 0" IT T
14. NEW PERMEABLE ASPHALT PAVEMENT 15 NEW CONC. SWALE 16. IRRIGATION CONTROLLER
E CK D
BA
17. DEDICATED LANDSCAPE WATER METER
. D
" '-4
3
HI
2" 1/
V
458.105 F.F.
7.
5"
~1
3'-
1
ROOF PITCH: 5": 12
P
L
"
(E) RETAINING WALL
STD.
32'-0"
STD.
5
(E) LANDSCAPE
14
6,164 SF
41'-7"
SE
18 11
AR
D
VE
TRASH
TRASH
ON
R
TY
TRASH
"
LY
6'-0
FR
A
AC
K
PERMEABLE ASPHALT PAVEMENT
TB
W
4 A6.3
13 TRASH
indicating the information from Energy Code Sections 110.10(b) through 110.10(c) shall be provided to the occupant.”
WATER EFFICIENCY & CONSERVATION. 1. “For projects that include landscape work, the Landscape Certification,
Form GRN 12, shall be completed prior to final inspection approval.” (State Assembly Bill No. 1881)
E
8 COMP.
(N) STANDARD PARKING STALL 8'-6"x18'
9
(1) 660G RAIN BARREL ZONE 3
(N) COMPACT PARKING STALL 7'-6"x15'
2. Building on site with 500 square feet or more of cumulative landscape area and where the entire water potable system is being replaced, a dedicated landscape water meter shall be installed for outdoor water use.
L
7
449.00' FS
13 1
'
.41
0"
D
12'-
52
(E) 6' HIGH FENCE
3. Locks shall be installed on all publicly accessible exterior faucets and hose bibs.
LEGEND SYMBOLS
4. For buildings on sites with at least 500 square feet of new
landscape area and where the main building’s drain is replaced, add note to plans: “For sites with over 500 square feet of landscape area, waste piping shall be arranged to permit discharge from the clothes washer, bathtub, showers, and bathroom/restrooms wash basins to be used for a future graywater irrigation system.” (4.305.1)
NEW SITE RETAINING WALL EXISTING SITE RETAINING WALL NEW SITE BLOCK WALL
5. Where the entire potable water system is being replaced,
add note to plans: “Water used in the building for water closets, urinals, floor drains, and process cooling and heating shall come from city-recycle water if available for use within 200 feet of the property line.” (4.305.2)
(qty 3)265G RAIN BARREL (qty 2)660G RAIN BARREL
6. For additions and alterations where the entire potable water
CHAIN LINK FENCE 6' HIGH PROPERTY LINE
0'
(E) LANDSCAPE
CITY NOTES
"
IV
2'-0
30.4
R
system is being replaced, add note to plans: “The hot water system shall not allow more than 0.6 gallons of water to be delivered to any fixture before hot water arrives or shall comply with either Los Angeles Plumbing Code Section 610.4.1.2 or 610.4.1.3.”
NEW LANDSCAPE
E
SITE TABULATIONS
(N) DRIVEWAY APRON UNDER A SEPERATE "B" PERMIT
GREEN NOTES FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE "LANDSCAPE CERTIFICATION, FORM "GRN-12", SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL ENERGY EFFICIENCY. 1. “A copy of the construction documents or a comparable document
D
3'-0" 8'-6"
E 15
5 (N) STANDARD PARKING STALL 8'-6"x18'
8
8'-6"
13 450.5' FS
L
451.230' F.S.
A
2
3
N
P
4
6
B
18 HI
19. FUTURE WATER METER LOCATIONS
UP
CRICKET
CRICKET
SIDE YARD SET BACK
18. COVERED TRASH ENCLOSURE
449.50' F.S.
(N) STANDARD PARKING STALL 8'-6"x18'
473.0' F.R.
SLOPE: 1/4": 12
17 449.64' FG
STD.
"
G
ETATION
4
3
DN
'-4
16
RIDGE
7
463.42 F.F.
25
2 ND F LOOR
4 COMP.
(N) COMPACT PARKING STALL 7'-6"x15'
9. NEW 4" SUBSURFACE DRAINS TO DRAIN TO INVERT OUTLETS
12. NEW CONC. PAVING WITH EXPOSED PEBBLE FINISH
11 15
8. STORM WATER PLANTER WITH PERCOLATING GRAVEL BASIN TO PERMEATE WATER
LOT SIZE
9,892 SQ. FT.
BUILDING FOOTPRINT
2,861 SQ. FT.
HARDSCAPE
6,164 SQ. FT.
NEW LANDSCAPE
538 SQ. FT.
NEW PLANTERS
197 SQ. FT.
(E) LANDSCAPE TO REMAIN
132 SQ. FT.
PARKING STALLS. 1. “Double stripping of stalls shall be per Zoning code Section 12.21A5,ChartNo.5."
LID NOTES 1. “ALL ROOF RUNOFF TO DRAIN TO PROPOSED BMPS. SEE CIVIL PLANS FOR DETAILS.”
PRODUCED BY AN AUTODESK STUDENT VERSION
2
CRICKET
976 SF
5
PRODUCED BY AN AUTODESK STUDENT VERSION
Floor Plans
5
TO
3
18"
16
10
4
11. NEW 6' HIGH CONC. BLOCK WALL
S5T COMP. A IR (N) COMPACT PARKING STALL 7'-6"x15'
451.5' FS
451.0' F.S.
TRASH
VC/ COM
3
K
COMPACT (N)14 PARKING STALL 7'-6"x15'
6
VC/ COM
8
2
AC
6 COMP.
452.00' F.S.
21 22 23 24 VC/ COM
6
1
SE CA
742 SF
TRASH
STD.
19 20
MV
10. NEW 4" INVERT CURB OUTLETS
TB
STD.
(N) STANDARD PARKING STALL 8'-6"x18'
(N) STANDARD PARKING STALL 8'-6"x18'
472.50' F.R.
ROOF PITCH: 5": 12
4
(E) FENCE
1
13 14 15 16 17 18
NOTE: SEE ADDITIONAL DETAIL DRAWINGS FOR MOUNTING AND INSTALLATION OF TIS-240 CONTROLLER AND RAIN SENSOR TRANSMITTER. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES.
'-0
6
UP
EXISTING VEG
PRODUCED BY AN AUTODESK STUDENT VERSION
18
UP
CRICKET
GUTTER FLOW
RIDGE
ROOF PITCH: 5": 12
19
454.5' FS
(4) R @ 6.0" = 2'-0" (3) T @ 12"
477.68' T. O. R.
(2) 265G RAIN BARREL ZONE 4
DE
454.00' F.S.
474.50' F.R.
3'01 2"
479.68' T. O. R.
(1) 265G RAIN BARREL ZONE 1
4. NEW STAIRCASE REFER TO A1.8 FOR PLAN & DETAILS
7. NEW DECOMPOSED GRANITE WITH BINDER
18"
1
5
455.0' FS
2
976 SF
474.74' F.R. SLOPE: 1/4": 12
SI
"
2
P
HI
420 SF
HI
10
7
2
CRICKET
1
DN
ROOF PITCH: 5": 12
BACK-UP MIRROR ON POST
(1) 660G RAIN BARREL ZONE 2
15'-0" REQUIRED SETBACK
4~ BICYCLE STALLS
EV CHARGER AND SIGN
STD. 11
(2 (2 1) 0) R T @ @ 7. 12 5" " = 15
13'-6"
EV ONLY
455.00 TS
16'-2"
455' F.S.
3
(N) COMPACT PARKING STALL 7'-6"x15'
COMP. 10
456.00' TC
3. NEW RETAINING WALL & STEPS
5. NEW LANDSCAPING
455.00' F.S.
1
2. NEW RAISED PLANTERS
(N) COMPACT PARKING STALL 7'-6"x15' 2
RED
5'-0
2'-0"
NEW SITE RETAINING WALL UNDER A SEPERATE PERMIT
(N) DRIVEWAY APRON UNDER A SEPERATE "B" PERMIT
1. NEW CONC. APRON & DRIVEWAY
TORO TWRS OR TWRFS WIRELESS RAIN OR WIRELESS RAIN/FREEZE SENSOR. MODEL DISPLAYED: TWRFS 2 COMP.SENSOR WIRELESS RAIN/FREEZE
RED
43'-4"
458.00' TC
SITE KEY NOTES
STD.
(N) STANDARD PARKING STALL 1 TORO TIS-240 CONTROLLER. MODEL 8'-6"x18' DISPLAYED: TIS-24-OD.
45'-0"
1st Floor
2nd Floor
PRODUCED BY AN AUTODESK STUDENT VERSION
D A3.2
3'-0"
45'-0"
27'-0" WIDTH OF EXISTING BLDG. 10'-6"
11'-4" 2'-6"
10'-7"
D A3.2
E A3.2
18'-0" 23'-3"
2'-6"
2'-6"
10'-1"
9'-6"
EGRESS WINDOW
1'-0"
PRODUCED BY AN AUTODESK STUDENT VERSION
E A3.2
08
ROOF DRAIN PIPE
4'-3"
06
04
05
03
FURTHEST POINT FROM EXIT
RAIN WATER HARVESTING TANK UNDER FLOOR
04
EGRESS WINDOW
10
08
03
9"
10
5'-0"
6 A6.3
12'-2"
22'-7"
EGRESS WINDOW
12'-4"
P&S
67'-9"
2 463.58' D A3.1 F.F. C
EGRESS WINDOW
03
HT +/- 8'-4"
S
C
HT +/- 7'-0"
03
07
MASTER BEDROOM
KITCHEN
MASTER BATHROOM
W L
B
02
4"x4" STEEL POST
B A3.0 02
DINING
13 A6.0
WINDOW PLANTER
463.42 F.F.
TYP.
DN
949 SF
12 A6.3
10'-5" 5'-11" 8'-5"
27'-0"
DINING
453.5' F.S.
02
EGRESS WINDOW
ROOF DRAIN PIPE
X A3.3
1'-5"
X A3.3
4'-2"
06
14'-5" 9'-6"
X A3.3
03 04
1'-10"
RAIN WATER HARVESTING TANK UNDER FLOOR OVERFLOW
01
W L W L
HT +/- 8'-4" S
S
HT +/- 7'-0"
06
05
07
S
C
949 SF
463.58' F.F.
S
X A3.3
UNIT 4 D
X A3.3
ENTRY
HT +/- 8'-4"
03 04
HT +/- 9'- 0"
KITCHEN +36
+42 GFI
A 1 A3.1 C
01
463.42' F.F.
458.105 F.F.
02
B 4"x4" STEEL POST
1 A6.2
SHOWER
HT +/- 8'-4"
11
BEDROOM
MASTER BATHROOM
+42
LIVING ROOM
HT +/- 8'-4"
WALL HUNG TOILET
GFI
H.B.
05
+42 GFI
P&S
10'-5" 7'-9"
WINDOW PLANTER W/ GUARD RAIL
X A3.3
08
MASTER BEDROOM
RAISED PLANTER 4"
5'-0"
451.0' F.S.
STEEL POST
454.08' F.F.
C C A3.1 A3.1
X A3.3
02
UNIT 1 4"x4"
12
"
B
UP
WP/GFI
X A3.3
X A3.3
1/2
1 A3.1
CH +/- 8'-4"
X A3.3
7'-4"
B B A3.0 A3.0
09
01
8" D
08
8'-3"
982.75 SF
P&S
S
463.42 F.F.
ENTRY
HT +/- 9'- 0"
A
BATHROOM
PLANTER (4) T @ 11"
5'-0"
01
LIVING ROOM
10'-7"
X A3.3
HT +/- 8'- 4"
CH +/- 8'-4" 15'-0"
C
4'-7"
1'-0"
2'-0" 3'-4"
ISLAND
100 SF
09
5'-0"
ENTRY
BEDROOM
75 SF
10
23'-1"
3'-6" 3'-9" S
X A3.3
01
(5) R @ 7.2" +36
A
3'-0"
5'-7"
MASTER BATHROOM
HT +/- 8'-4"
UNIT 5
"~
2'-6"
15"
5'-8"
3'-3" 07
CH +/- 8'-4" (N) CLOSET
3'-0"
REF.
S SHOWER
8 A6.3
CH +/- 8'-4"
6"
W L
CH +/- 7'-0"
06
W L
BATHROOM
08
4 A6.2 01
57 .5
03
5'-0"
S
+42 GFI
BEDROOM
22'-1"
2'-6"
BUILT-IN
GFI
KITCHEN 17'-9"
W L
11"
C
04
LIVING ROOM
(N) CLOSET
09
02
DINING
HT +/- 8'-4"
WINDOW PLANTER
X A3.3
12 A6.3
EGRESS WINDOW
10
08
X A3.3
9"
3'-7"
05
5'-7"
GFI
GFI
7'-2"
+42
3'-6" +42 W/D
DISHWASHER
SINK
46 SF
+42
CH +/- 8'-4" S
11
STOVE/OVEN
3'-0"
4'-2"
SHOWER
5'-0"
HT +/- 8'-4"
+42 GFI
4'-5"
15"
08
13'-3" 122 SF
MASTER BEDROOM
5'-4" 2'-1"
10" RAISED PLANTER
STOVE/OVEN
04
FURTHEST POINT FROM EXIT
10'-9"
3'-9"
H.B.
453.5' F.S.
06
04
+42
WP/GFI
8 A6.3
BATHROOM
P & S CLOSET
12
EGRESS WINDOW
6'-0"
8"
X A3.3
9'-7"
2'-0"
WINDOW PLANTER W/ GUARD RAIL
02
HT +/- 7'-0"
S
C
GFI
11'-8"
8'-4"
13'-10"
11'-3"
REF.
15"
WALL HUNG TOILET
6'-8"
DINING
+42 GFI
ROOF DRAIN PIPE 22'-1"
CH +/- 8'-4"
5'-6"
10'-3" 4'-7" 5'-5"AUTODESK STUDENT PRODUCED BY AN VERSION
3'-6"
W L
55 SF
SHOWER
02
KITCHEN
MASTER BATHROOM
452.0' F.S.
UP
01
4"x4" STEEL POST
8'-9"
126 SF
C A3.1
03
07
454.08' F.F.
(2) T @ 11"
HT +/- 8'- 4"
982.75 SF
B
SINK
CH +/- 7'-0"
MASTER BEDROOM
2 A3.1 C 17'-9"
S
C
3'-2"
CH +/- 8'-4"
D
2'-9"
BUILT-IN
09
10'-0"
ENTRY
UNIT 2
A
DISHWASHER
CLOSET
3'-2"
5'-0"
03
SHOWER
(3) R @ 7.4"
CH +/- 8'-4"
50 SF
P&S
PLANTER
01
W L
BATHROOM
S
11'-9"
LIVING ROOM
6'-6"
3'-0"
08
15"
116 SF
P & S CLOSET
5'-0"
EGRESS WINDOW
+42 GFI
BEDROOM
EGRESS WINDOW
8'-0"
67'-9"
23'-1"
B A3.0
W/D
UP
DN
05
PRODUCED BY AN AUTODESK STUDENT VERSION
+42
6 A6.2
465.41' F.F.
WP/GFI
S
HT +/- 8'-4"
06
GFI
04
15'-6"
3'-6"
3'-9"
6'-0" CH +/- 7'-0" 04
LINEN
01
KITCHEN
WP/GFI
2'-9"
S
C
W L
2'-8"
3'-11"
15" 3'-2"
7'-5"
2'-6"
+42 GFI
BATHROOM
WP/GFI
05 06
X A3.3
X A3.3
FURTHEST POINT FROM EXIT
03 04
451.230' F.S.
4'-3"
18'-0" 45'-0"
D A3.2
D A3.2
E A3.2
PRODUCED BY AN AUTODESK STUDENT VERSION
12'-11"
05
HT +/- 9'- 0"
W L
08
A A3.0 ENTRY
+36
GFI
DISHWASHER
SINK
WP/GFI
S
11'-0"
CH +/- 8'-4"
MASTER BEDROOM
5'-10"
5'-6"
8"
SHOWER
01
HT +/- 8'-4"
02 01
HT +/- 8'- 4"
1
KITCHEN STOVE/OVEN
12
896 SF
S
07
03 +42
13 '-
REF.
W L
42 SF
HT +/- 8'- 4"
HT +/- 7'- 0" S
C
E A3.2
(2 (2 1) 0) R T @ @ 7.5 12 " " =1
+42 GFI
BATHROOM
ENTRY
ISLAND
+36
10'-5"
W/D
4'-6"
W L
04
5'-9"
08
454.0' F.F.
8"
117 SF
GFI
3'-9"
MASTER BEDROOM
A A A3.0 A3.0
(2) T @ 11"
UP
06
S
(3) R @ 7.5"
H.B.
5'-0"
1 A6.2
4"x4" STEEL POST
465.58' F.F.
(4) R @ 6.0" = 2'-0" (3) T @ 12"
CLOSET P & S
CH +/- 8'-4"
02 01
02
B
C
UNIT 6
S
P&S
15'-0"
10"
S
3'-0"
07
+42
DINING
A 3 A3.1
SHOWER
05
WINDOW PLANTER
HT +/- 8'- 4"
LIVING ROOM
D
EGRESS WINDOW
S
POST
456.08' F.F.
BEDROOM MASTER BATHROOM
10
7'-9"
HT +/- 7'- 0" 5'-0" 3'-4"
06
C
03
EGRESS WINDOW
6'-0"
896 SF
2'-11"
2'-5" 04
RAISED PLANTER
4"x4" UNIT 3 STEEL
3'-0"
3'-7"
455.5' F.F.
DINING
HT +/- 8'- 4"
(N) CLOSET
HT +/- 8'- 4"
OVERFLOW
02
5'-4"
5'-6"
15"
2'-0"
2'-5"
S
3'-6"
4'-2"
B
C HT +/- 8'- 4"
S
9'-6"
22'-7"
SHOWER
HT +/- 8'- 4"
3 A3.1
D
11'-6"
86 SF
05
ROOF DRAIN PIPE
LIVING ROOM
110 SF
BUILT-IN
12
A
BEDROOM
MASTER BATHROOM
A A3.0
WINDOW PLANTER W/ GUARD RAIL
6'-0" HT +/- 8'- 4"
HT +/- 8'- 4" 11
09
GFI
(N) CLOSET
6'-3"
7'-3"
+42
09
GFI
PRODUCED BY AN AUTODESK STUDENT VERSION
+42
DISTANCE AT GROUND WHEN OUTSIDE FROM SAFETY; FROM UNIT #04: 91'-0" FROM UNIT #05: 101'-0" FROM UNIT #06: 115'-0"
C A3.1
5
5
8
LIVING ROOM
15 15 19
CLOSET
LIVING ROOM
MIN.
454.08' FIRST FLOOR
UNIT 02
9'-4" 2'-1"
16
8'-4"1'-6"
MASTER BEDROOM
7'-0"
HEATING UNIT LOCATION
MIN.
1'-6"
9'-4"
454.08' FIRST FLOOR
15
456.08' FIRST FLOOR
16
452.00' F.G.
2'-3"
4'-0"
EXISTING BUILDING HEIGHT
5'-10"
10
10
PROPERTY LINE
Elevations
23'-6"
WAVERLY DRIVE
WAVERLY 456.08' E D R I V FIRST FLOOR
456.08' FIRST FLOOR 456.00'
454'
456.00'
TS
TC
457.0' TOW
16
19 19
454'
12
3
11
TS
A A3.0
3
B A3.0
12
HEIGHT OF BUILDING
23'-6"
465.41' SECOND FLOOR
465.41' SECOND FLOOR
TOW
455.0' F. S.
16
473.74' TOP OF PLATE
473.74' TOP OF PLATE
PROPERTY LINE
6'-8" 6'-8"
11 A6.3
EGRESS WINDOW
EGRESS WINDOW
06 457.0'
10
42" MAX
3'-4" 08
11 A6.3 42" MAX
EGRESS WINDOW
08
06
5'-10" 10
EGRESS WINDOW
08
8'-4"
08
3'-4"
X A3.3
5
8'-4"
12
479.68' TOP OF EXISTING ROOF RIDGE 479.68' TOP OF EXISTING ROOF RIDGE
HEIGHT OF BUILDING
1
EXISTING BUILDING HEIGHT 12 5
05
455.0' F. S.
4'-0"
West
1
2
10 2
10
05
04
450.00' F.G.
16
9'-4"
B A3.0
X A3.3
04
8'-4" 8'-4"
9'-4" 9'-4"
8'-3"
8'-3"
B A3.0
6 6
06
A A3.0
452.00' F.G.
8'-3"
8'-3"
42" MAX
3'-4" 42" MAX
3'-4"
3'-4" 42" MAX
3'-4" 457.0' F. S.
18
450.00' F.G.
16
TS
MIN.
1'-6"
MIN.
42" MAX
6'-8" 6'-8"
14
5
06
7 A6.3
03 457.0' F. S.
19 3
25
18
451.23' FG
454.08' FIRST FLOOR
3
7 A6.3 05
04
04
14
A A3.0
451.23' FG
19
05
03
10 A6.3
25
11
B A3.0
454.08' FIRST FLOOR
2'-1"
452.00' F.G.
Sections
1'-6"
DRIVE
5
03
19 454.08' FIRST FLOOR
2'-3"
5'-10" 5'-10"
8'-4" 8'-4"
HEIGHT OF BUILDING
22'-0"
HEIGHT OF BUILDING
27'-5"
6'-8" 4'-1"
6'-8"
9'-4"
PROPERTY LINE 9'-4" 4'-1"
16
456.08' FIRST FLOOR
463.41' SECOND FLOOR
12
10 A6.3
8'-3"
PRODUCED BY AN AUTODESK STUDENT VERSION
2'-1" UNIT 02
2'-3"
MIN.
UNIT 05
465.41' SECOND FLOOR
465.41' SECOND FLOOR
A A3.0
6'-8" 9'-4"
LIVING ROOM
A A3.0
12
454.08' FIRST FLOOR
6'-8"
LOCATION
CLOSET
471.74' TOP OF 463.41' PLATE SECOND FLOOR
11
A A3.0
463.41' SECOND FLOOR
04
25
10
463.41' SECOND FLOOR
14
A6.3
06
11
10 A6.3
04 10
7 A6.3
471.74' TOP OF PLATE
471.74' TOP OF PLATE
14
03
06
03
16
7 A6.3
05
25
16
03
42" MAX
CLOSET HEATING UNIT
16 A6.0
12
11
1'-4"
13
474.03' TOP OF PARAPET
15
X A3.3
B 25 A3.0
10
15 04
2'-3"
14
12
474.03' TOP OF PARAPET
474.03' TOP OF PARAPET
16
04
X A3.3
B 25 A3.0
25
03
05
EGRESS WINDOW
11 A6.3
10
15
2'-3"
MASTER BEDROOM
UNIT 05
473.74' TOP OF PLATE
7
7
06
08
7
473.74' TOP OF PLATE
10
10
03
06
08
7
476.03' TOP OF PARAPET
12 A A3.0
05
EGRESS WINDOW
11 A6.3
10
25
471.74' TOP OF PLATE
12
42" MAX
10 MASTER BEDROOM
LIVING ROOM
10
10
8'-3"
CLOSET
16 A6.0
8
08 EGRESS WINDOW
454.00' F.G.
476.03' TOP OF PARAPET
11
11
EGRESS WINDOW
10
8'-3"
12
6
11
11
450.00' F.S.
474.03' TOP OF PARAPET
5 11
HEATING UNIT LOCATION
East
08
8'-3"
13
9'-4"8'-4"
7
8'-4"
14
8
NEW CONSTRUCTION
10 MASTER BEDROOM
6
8'-4" 8'-4"
3 A6.0
5
450.00' F.S.
FLOOR
WAVERLY DRIVE
5 5
05
10
8'-4"
12
3
2
7
454.08' FIRST FLOOR
6
6
12
9'-4"
4
1'-4"
1
7'-0"
9
463.41' SECOND FLOOR
452.00' F.G.
1 A6.0 EXISTING ROOF FRAMING
HEATING UNIT LOCATION
NEW CONSTRUCTION
2'-3" PRODUCED BY AN AUTODESK STUDENT VERSION
3 A6.0
471.74' TOP OF 463.41' PLATE SECOND FLOOR
DRIVE
3
2
8'-4" 2'-3"
4
9'-4"8'-4"
1
7'-0" 7'-0" 1'-4" 1'-4"
9
5'-10"
PROPERTY LINE
1 A6.0 EXISTING ROOF FRAMING
5'-10" 8'-4"
471.74' TOP OF PLATE 477.68' TOP OF EXISTING ROOF RIDGE
HEIGHT OF BUILDING
HEIGHT OF BUILDING
477.68' TOP OF EXISTING ROOF RIDGE
MIN.
1'-6"
MIN.
1'-6" 2'-0"
16
PROPERTY LINE
454.00' F.G.
WAVERLY 456.08' DRIVE FIRST
10
PRODUCED BY AN AUTODESK PRODUCED STUDENT BY AN AUTODESK VERSION STUDENT VERSION
456.08' FIRST FLOOR
454.08' FIRST FLOOR
454.00' F.G.
18
5
8'-4"
LIVING ROOM
456.08' FIRST FLOOR
463.41' SECOND FLOOR
10
B A3.0
2
9'-4"
UNIT 03
17
465.41' SECOND FLOOR
471.74' TOP OF PLATE
463.41' SECOND FLOOR
2
1
A A3.0
EXISTING BUILDING HEIGHT 12 5
471.74' TOP OF PLATE
1'-0"
16
9'-4" 2'-1"
MASTER BEDROOM
8'-4"1'-6"
454.00' F.G.
HEATING UNIT LOCATION
MIN.
2'-0" 9'-4"
1'-6"
456.08' FIRST FLOOR
7'-0" 1'-4"
18
HEIGHT OF BUILDING
2'-3" 8'-4"
7'-0"
9'-0" 9'-0"
17 13 27'-5"
LIVING ROOM
473.74' TOP OF 465.41' PLATE SECOND FLOOR
22'-0"
UNIT 03
465.41' SECOND FLOOR
477.68' TOP OF EXISTING ROOF RIDGE
476.03' TOP OF PARAPET
HEIGHT OF BUILDING
13
16 A6.0
LIVING ROOM
8'-4" 8'-4"
9'-4"8'-4"
MASTER BEDROOM
UNIT 06 UNIT HEATING LOCATION
13
12
11
14
7'-0" 1'-4" 7'-0"
10 MASTER BEDROOM
9'-4"8'-4"
12
16 A6.0
LIVING ROOM
EXISTING BUILDING HEIGHT
477.68' TOP OF EXISTING ROOF RIDGE
12
11
12" UNIT 06
HEATING UNIT LOCATION
1'-4"
5'-10" 8'-4"
14
1
473.74' TOP OF PLATE
PROPERTY LINE
8
B A3.0
2'-3"
5
1'-0"
5
22'-0"
6
HEIGHT OF BUILDING
7
8'-4"
10 MASTER BEDROOM
13
473.74' TOP OF 465.41' PLATE SECOND FLOOR
3
2
476.03' TOP OF PARAPET
22'-0"
4
NEW CONSTRUCTION
HEIGHT OF BUILDING
1
EXISTING ROOF FRAMING
PRODUCED BY AN AUTODESK STUDENT VERSION
1'-4"
9
12"
2'-3"
5'-10"
PROPERTY LINE
PROPER HEIGHT OF BUILDING
HEATING UNIT LOCATION
A6.0
HEIGHT OF BUILDING
6
PRODUCED BY AN AUTODESK STUDENT VERSION
1 A6.0
DRIVE
25'-6"
7
PRODUCED BY AN AUTODESK STUDENT VERSION
3 A6.0
123
DRIVE
25'-6"
NEW CONSTRUCTION
3
2
PRODUCED BY AN AUTODESK STUDENT VERSION
25'-6"
4
PRODUCED BY AN AUTODESK STUDENT VERSION
25'-6"
473.74' TOP OF PLATE 479.68' TOP OF EXISTING ROOF RIDGE
1
PRODUCED BY AN AUTODESK STUDENT VERSION
479.68' TOP OF EXISTING ROOF RIDGE
EXISTING ROOF FRAMING
9
456.00'
456.00'
TS
TC
be installed to drain water into storm drain inlet or onsite bmp. PRODUCED BY AN AUTODESK STUDENT VERSION 4. any overflow shall be PRODUCED BY AN AUTODESK STUDENT VERSION discharged per bureau of engineering and building & 12" or 24" REFER TO TYP. requirements. AUTODESK STUDENT VERSION SIZING TABLEPRODUCED BY ANsafety 5. slope is not greater than 3 %. 14 CAULKING DETAIL @ CORNER 6. provide hole in rain water B A bib screen for hose NON-WOVEN GEOTEXTILE ON BOTTOM A3.0 connections.A3.0 AND SIDES TO TOP OF PAVERS.
1" to 2 " WASHED GRAVEL
RAIN WATER TANK SOUTH SCREEN ELEVATION
A/C CONDENSER ELECTRICAL UNITS SUB PANEL
A/C CONDENSER UNITS 21 22 23
21 22
23
STORAGE TANK SCREEN SECTION
454.00' TS
A A3.0 A 03 A3.0
TANKLESS WATER HEATERS RAIN WATER HARVESTING TANK
24
TANKLESS WATER HEATERS
24
A/C CONDENSER UNITS ELECTRICAL SUB PANEL
BUSHMAN BSLT265e A/C CONDENSER UNITS
11
23
GAS METERS
B
MAIN A3.0 ELECTRICAL PANEL EXISTING
GAS METERS
23
3/4" B = 1'-0"
A3.0
7
24
C A3.1
RAIN WATER HARVESTING TANK
23
1
3'-6"
PROPERTY LINE
2'-3"
2"
6" MIN. W.P. MEMBRANE
HEIGHT OF BUILDING
27'-6" 30'-3"
09
5
449.64' TS
1'-6"
PLANTER BOX WEEP HOLE ONE @ EACH END
44900' TS
TS
11 2" 7
8" THK STUCCO
12
10
11 2"
2" = 1'-0'
OUTSIDE SHIP LAP SIDING TRIM
WINDOW PLANTER
1 1/2" = 1'-0"
JAMES HARDIE OUTSIDE CORNER TRIM
SEE DETAIL #14 STUCCO CASING TRIM
CAULKING ALL AROUND
7
8" THK STUCCO
5
BITUTHENE W.P. MEMBRANE
8" PLYWOOD SHEATHING TYVEK W.P. BUILDING WRAP SHIP LAP SIDING
2" PLYWOOD SHEAR PANEL 8" GP DENSGLASS INSULATION
RETURN @ WINDOW SILL
INSIDE CORNER SIDING TRIM
JAMES HARDIE OUTS CORNER TRIM STUCCO CASING TRI
4x BLOCKING
RAISED STANDING SEAM METAL PANEL
JAMES HARDIE OUTSIDE CORNER TRIM STUCCO CASING TRIM 7
8" THK STUCCO
1"x1" "L" TRIM 10
2" = 1'-0'
OUTSIDE SHIP LAP SIDING TRIM
3" = 1'-0"
6"x3"x316" THK STEEL "L" TRIM
454.08' FIRST FLOOR
5'-0" 5 PLYWOOD 8" POINT LOWEST @ 5'44900' PERIMETER 5'-0"
SLOPE
BRASS SHEET METAL TRIM W/ DRIP EDGE
TYVEK BUILDING PAPER SHIP LAP SIDING JAMES HARDIE INSIDE CORNER TRIM 8" TYPE X GYPSUM BOARD
CAULKING ALL AROUND
450.00' F.S.
4X HEADER PER PLAN LOWEST POINT 23 BITUTHENE W.P. MEMBRANE @ 5' PERIMETER A/C CONDENSER UNITS 06 HEAD & SILL DETAIL W/ "L" TRIM 3/4" = 1'-0" 6"x3"x316" THK BRASS "L" TRIM 24
112" X 11 2" SQ. TUBE STEEL @ 16" O.C. FRAME ATTACH TO WOOD FRAME AT BASE & SIDE
FINISH FLOOR
SHIP LAP SIDING JAMES HARDIE INSIDE CORNER TRIM
2x STUDS @ 16" O.C.
449.64' TS
SHIP LAP SIDING
2" PLYWOOD SHEAR PANEL
8" GP DENSGLASS INSULATION TYVEK BUILDING PAPER
454.08' FIRST 450.00' FLOOR F.S.
TANKLESS WATER HEATERS
RAIN WATER HARVESTING TANK A/C CONDENSER UNITS TANKLESS WATER HEATERS
2 LAYER TYVEK C STUCCO WRAP A3.1
2
8" STUCCO
16 GAUGE FLASHING DRIP EDGE MILGARD WINDOW HEADER
(4) 1 1 2" STEEL POST PAINTED
8'-4"
6'-8"
8" PLYWOOD
ELECTRICAL SUB PANEL
ELECTRICAL SUB PANEL
42" MAX
3'-4"
5
1
2
4'-0"
CONCRETE SLAB W/ #4 BARS @ 18" O.C. EACH WAY
MAIN ELECTRICAL PANEL EXISTING
463.41' SECOND FLOOR
6"x3"x316" THK 463.41' SECOND BRASS "L" TRIM FLOOR
11
5
9'-4"
5'-10"
42" MAX
16 GAUGE12 SILL FLASHING
EGRESS WINDOW
12 EGRESS WINDOW
ELECTRICAL SUB PANEL
HFX FRAME
471.74' TOP OF PLATE
MILGARD WINDOW SILL
11
12
5
DROP DOWN SHOWER 2@LAYER FIRST FLOOR 1 1/2" = 1'-0" TYVEK STUCCO WRAP
3'-4"
3
RAIN WATER HARVESTING TANK
42" MAX
3'-4"
4
EGRESS WINDOW
42" MAX
454.00' TS
08
42" MAX
03
03
12
1
HEIGHT OF BUILDING 30'-3"
EGRESS
3'-4"
3'-4"
MILGARD SLIDING 11 WINDOW 11
2x6 STUD WALL
1
8" THK STU
8" PLYWOOD SHEATH TYVEK W.P. BUILDING SHIP LAP SIDING
PLYWOOD SHEATHING
5 8" TYPE X GYPSUM BOARD RETURN @ WINDOW SILL
PLATE
27'-6"
12
SLATS W/ 1 1 2" SQUARE REDWOODWINDOW 1 2" GAP SCREWED TO STEEL POST
42" MAX
3'-4"
42" MAX
42" MAX
3'-4"
EGRESS WINDOW
42" MAX
3'-4"
03
11
5
WINDOW
3'-4"
42" MAX
12
NEW 2x8 SISTERED FLOOR JOISTS
477.68' TOP OF
DRIP EDGE EXISTING ROOF 471.74' MILGARD WINDOW HEADER RIDGETOP OF
EXISTING 2x6 FLOOR JOISTS
EGRESS WINDOW
3
4
3'-4"
ELECTRICAL SUB PANEL
3/4" = 1'-0"
SCALE: 1'-0" = 1/8"
42" MAX
EGRESS WINDOW
CONCRETE SLAB W/ #4 BARS @ 18" O.C. EACH WAY
SCALE: 1'-0" = 1/8"
12 GAUGE FLASHING EXISTING BUILDING16 5HEIGHT
479.68'
477.68' TOP OF EXISTING 479.68' ROOF RIDGE
STUCCO CA 7
5
9'-4"
6"x3"x316" THK MAXIMUM EXISTING BUILDING HEIGHT BRASS "L" TRIM FROM LOWEST POINT
6" MIN. W.P. MEMBRANE
WATER HEATERS
12
5
04
456.50' F. S.
8'-4"
8'-3"
EXISTING BUILDING HEIGHT
EGRESS WINDOW
11
6
2"
8'-3"
8'-3"
8'-3"
1
JAMES HAR CORNER TR
BONDORIZED PARAPET CAP PAINTED
5
DOUBLE 2x STUD WALL
4X HEADER PLAN MAXIMUM EXISTINGPER BUILDING HEIGHT POINT BITUTHENEFROM W.P.LOWEST MEMBRANE
C A3.1
4" PLYWOOD SUB-FLOOR
WINDOW
04
457.00' TOW
456.50' 457.00' F. S. TOW
EGRESS WINDOW
12
5
3'-4"
6'-8"
11
6
EGRESS WINDOW
04
3'-4"
12
04
3'-4"
12
42" MAX
3 A6.0
SOUTH ELEVATIONTANKLESS
01
3
6
42" MAX
EGRESS WINDOW
11
2" x 316" FLAT BAR @EACH END CUSTOM FIBERGLASS PLANTER BOX
2x STUDS @ 16" O.C.
8" STUCCO
11
1x1 WOOD SIDING TRIM
1'-0"
4x HEADER
2 LAYER TYVEK STUCCO WRAP
(4) 1 1 2" STEEL POST PAINTED BLACK W/ 2"X4 1 2"X1 4" THK BASE 03 12 BOLTS PLATE W/ (2) 1 2" THREADED EGRESS EGRESS
12
EGRESS WINDOW
TANKLESS WATER HEATERS
4
C A3.1
3/4" = 1'-0"
1
2x BLOCKING
B A3.0
4
2
3'-4"
8'-4"
6'-8"
12
FINISH GRADE
4
LID NOTES B A3.0 BUSHMAN BSLT265e 4 6
WINDOW PLANTER
RAILING 11 2"x316" THK BAR @ 4" O.C.
5
TOP OF PLATE
NORTH ELEVATION
2 03
3 A6.0
11
10
456.00' FS
456.08' FIRST FLOOR
7
12
LEVEL 5 FINISH
473.74' TOP OF 476.03'PLATE TOP OF PARAPET
3
12
11 BSLT265e BUSHMAN
9'-4" 9'-4"
456.00' FS
460.00' 456.08' TG FIRST FLOOR
05
4
10
462.00' TOW
19 A NORTH ELEVATION
15
A3.0
2 3/4" 4= 1'-0"
2
20
2"
5'-10"
A A3.0
3
11
6'-8"
8'-4"
1
B A3.0
22
9'-4"
6
13
N.T.S.
A A3.0
3
12 1 1 2" SQUARE REDWOOD SLATS W/ 1 2" GAP ON5THREE SIDES
6'-8"
465.41' SECOND 460.00' FLOOR TG
A3.0
6'-8"
5'-10"
PROPERTY LINE
PROPERTY LINE
462.00' TOW
24'-6"
465.41' SECOND FLOOR
HEIGHT OF BUILDING
24'-6"
473.74' TOP OF PLATE
6 5
451.0' FS
GEOTEXTILE ON BOTTOM AND SIDES TO TOP OF PAVERS. 15 FABRIC 20 MIN 16"19 C OVERLAP A3.1 (SEE NOTE 3)
RAIN WATER TANK SCREEN 6 6 1
HEIGHT OF BUILDING
479.68' TOP OF EXISTING ROOF RIDGE 473.74'
19
15 20 C A3.1 NON-WOVEN
15
BOARD 8" GYPSUM DOUBLE 2x STUD WALL
2 1/2" = 1'-0"
4'-1"
15
5'-0"
LOWEST POINT 450.0' @ 5' PERIMETER FS 5'-0"
5. B 6.
CONCRETE SLAB W/ #4 BARS @ 18" O.C. EACH WAY
5'-10"
12" or 24" REFER451.0' TO TYP. FS SIZING TABLE
450.0' FS
LOWEST POINT @ 5' PERIMETER
479.68' TOP OF EXISTING ROOF RIDGE
4.
6'-8"
10" TYP.
8'-4"
02
01 01
3
3
44900' TS
02
02
4'-0"
8'-3" 8'-3"
02
1 1 2" to 3" STONE RECHARGE BED 44900' TS
Rear
3.
01
8" THK. STUCCO
476.03' TOP OF PARAPET
BITUTHENE W.P. MEMBRANE 473.74' WRAP @ HEADER
3" = 1'-0"
6'-8"
2'-3"
8'-4" 8'-4"
8'-3" 9'-4" 4'-0"
19
PERMEABLE ASPHALT
2.
01
8'-3"
9'-4"
02
19 1" to 2 " WASHED GRAVEL
450.00' F.S.
02
(PER PROJECT PLANS)
01
ADJACENT PAVEMENT 2% 2" TYP.
F.S.
TOP OF PLATE
02
01
1 1 2" SQUARE REDWOOD SLATS SIDES W/ 1CONCRETE 01 ON THREE 2" GAP MOW STRIP
02
42" MAX
2'-3"
FLOOR
01
02
3'-0" MIN. 01 from public ROW
PER PLAN
OPEN GRADE ASPHALT CONCRETE (@ FG)
4'-0"
PRODUCED BY AN AUTODESK STUDENT VERSION
SECTION 454.08'
2x BLOCKING
4" PLYWOOD 10SUB-FLOOR
02
2x4 STUD FRAMED WALL @ 16" O.C.
site soils shall have adequate 8" 01 01 drainage (at least 0.5" per 02 01 hour). 01 465.41' infiltration shall not cause 01 SECOND 7 FLOOR 8" STUCCO geotechnical01hazards related MILGARD BITUTHENE W.P. MEMBRANE 01 462.00' BLOCK WINDOW to expansive soil movement, TOW WRAP @ SILL & JAMBS 465.41' "J" MOLD SECOND tunnel erosion, or slope 460.00' HFX FRAME FLOOR 02 FS 1 stability. 014 " GRAY CAULKING EXISTING 2x6 FLOOR JOISTS 462.00' TOW CORNER FINISH if infiltration hazards are a 01 NEW 2x8 SISTERED FLOOR JOISTS 01 460.00' 7 concern, an underdrain shall 02 FS 8" THK. STUCCO 01 5 be installed to drain water into 01 G.P. DENS GLASS 8"456.08' FIRST 01 storm drain inlet or onsite FLOOR 1 " PLYWOOD 01 2 bmp. 01 455.0' FS any overflow shall be 456.08' FIRST FLOOR discharged per bureau of 454.0' 452.5' FS FS 452.0' 08 DROP 09 INSIDE CORNER SIDING TRIM engineering and building & 455.0' DOWN SHOWER @ FIRST FLOOR 1 1/2" = 1'-0" FS FS safety requirements. slope is not greater 452.5' than 3 %. 454.0' FS FS 452.0' 11 RECESSED WINDOW DETAIL 22 in rain DETAIL @3 CORNER 3" = 1'-0" 2 1/2" = 1'-0" 20 water 1514 CAULKING 19 F13 S provide hole A 5 8" PLYWOOD screen for hose bib A3.0 connections.
1. 02
10 A6.3
450.00' NOTFIRST TO SCALE
3 6"x3"x 10 16" THK PRIMED & A6.3 PAINTED STEEL "L" TRIM
STANDING SEAM METAL PANEL OVER W.P. MEMBRANE
7
RECESSED WINDOW DETAIL
PRODUCED BY AN AUTODESK STUDENT VERSION
04
PRODUCED BY AN AUTODESK STUDENT VERSION
454.08' FIRST FLOOR
5
A6.3
13
SECOND FLOOR
8 LID NOTES
3
13 1 1/2" - 2" POROUS ASPHALT PAVEMENT
1/2" WEEP HOLES @463.41' 2' O.C.
05
EXISTING BUILDING HEIGHT N.T.S.
6"x3"x316" THK PRIMED & PAINTED STEEL "L" TRIM
10 A6.3
4" INLET FROM DOWNSPOUTS
9
5
A A3.0
11
3" = 1'-0"
2 LAYERS TYVEK STUCCO WRAP
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
SECOND FLOOR
2
8
PRODUCED BY AN AUTODESK STUDENT VERSION
TRENCH DRAIN 463.41'
8
9 3)EXISTING BUILDING HEIGHT B (SEE NOTE A3.0
4 A6.0
FLANGE WINDOW JAMB DETAIL 471.74' TOP OF PLATE
OVERLAP FABRIC MIN 16"
2
PRODUCED BY AN AUTODESK STUDENT VERSION
471.74' TOP OF PLATE 474.03' TOP OF PARAPET
1
4 A6.0
TYVEK STUCCO WRAP 474.03' 7 TOP OF 8" STUCCO PARAPET
8
9'-4"
14 5 PERMEABLE ASPHALT
1 MAXIMUM BUILDING 04HEIGHT 2" PLYWOOD FROM LOWEST POINT
13
1C A3.1
4'-1"
14
5
TOP GUARD RAIL 11 2"x1 2" THK BAR
BRASS SHORT METAL TRIM
2'-3"
C A3.1 MAXIMUM BUILDING HEIGHT FROM LOWEST POINT
4x BLOCKING
8'-4"
1 1 2" to 3" STONE RECHARGE BED
PROPERTY LINE
SECTION
NOT TO SCALE
8" G.P. DENS GLASS 1 2" PLYWOOD
BRASS SHEET METAL T W/ DRIP EDGE
PRODUCED BY AN AUTODESK STUDENT VERSION
Front
5
10" TYP.
5 8" TYPE X GYPSUM BOARD RETURN @ WINDOW SILL
SEE DETAIL #14 CAULKING ALL AROUND 07 WINDOW TRIM 3" = 1'-0"
Details
BITUTHENE W.P. MEMBRANE
3
Zaid Soudani BArch + CM minor Assoc. AIA | NCARB